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HomeMy WebLinkAboutSUBMITTED PAPERSALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED �7 Date: lD'�' 1 S SCANNED � Permit Number: _ /S f/U ' 05 -51 BY IIIRaww • W. St. Lucie County RECEIVED Building Permit Application Planning and Development Services JUN 3 0 1015 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: Building PROPOSED IMPROVEMENT LOCATION: Address: 6156 SPANISH LAKES BLVD. Legal Description: 6/7 34 39 ALL THAT PART LYING NORTHEAST OF 95 Property Tax ID #: 1306-11'1-0001-000/0 Lot No. 6156 Site Plan Name: FAIRWAYS Block No. Project Name: Setbacks Front J 1 Back: 7.1�1 Right Side: N61 LeftSide: 'NA W DETAILED DESCRIPTION OF WORK: MOBILE HOME REPLACEMENT: SINGLE FAMILY RESIDENCE - 3 BEDROOM / 2 BATH / GARAGE CONSTRUCTION INFORMATION: itiona wor to e e orme under tispermit—check all apply: Z✓ HVAC Gas Tank ❑Gas Piping _ Shutters Z Windows/Doors Z✓ Electric 0 Plumbing ❑Sprinklers Ed Generator 21 Roof Total Sq. Ft of Construction: 2,275 S Ft. of First Floor: 2,275 Cost of Construction: $ 58,000 Utilities:cnSewer E Septic Building Height: OWNER/LESSEE: CONTRACTOR: Name WYNNE BUILDING CORPORATION Name: MATTHEW LYLE WYNNE Address: 8000 SOUTH US HWY. 1 SUITE 402 Company: WYNNE DEVELOPMENT CORPORATION City: PORT ST. LUCIE State: FL Zip Code: 34952 Fax: (772) 878-7656 Phone No. (772) 878-5513 Address: 8000 SOUTH US HWY. 1 SUITE 402 City: PORT ST. LUCIE State: FL Zip Code: 34952 Fax: (772) 878-7656 Phone No. (772) 878-5513 E-Mail: Fill in fee simple Title Holder on next page (if different from the Owner listed above) E-Mail: State or County License: 8898 If value of construction is $2S00 or more, a RECORDED Notice of Commencement is required. rGL vl9(.u� �s6,,27y SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION: DESIGNER/ENGINEER: _ Not Applicable Name: BRADEN&BRADEN. MORTGAGE COMPANY: Name: x Not Applicable Address: 417 COCONUT AVE. Address: .City: STUART State: FL Zip: 34996 Phone: (772)287-8258 City: Zip: Phone: State: FEE SIMPLE TITLE HOLDER: x Not Applicable Name: BONDING COMPANY: Name: _Not Applicable Address: Address: City: City: Zip: Phone: Zip: Phone: I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in contlict 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 commencing work or recording your Notice of Commencement. STATE OF FLORIDA COUNTY OF . Gt The forgoing instrument was acknowledged before me this _29_ day of .TnnP 20 2L4- by 15 MatthewLLyle Wynne (Name of person acknowledging) _---? ,(signature of Notary Public- State IT Ida ) Personally Known X OR Produced Identification Type of Identification Produced Commission No. Revised 07 EXPIRES: February 23, 2019 Bonded Thm Notary PubOc Undemdem STATE OF FLORIDA COUNTY OF St. Lucie The forgoing instrument was acknowledged before me thisZg_dayof ,Tune 20_,�o by 15 Matthew Lyle Wynne (Name of personn acknowledging )i (SghatGre of Notary Public- State !�96rida ) Personally Known X OR Produced Identification Type of Identification Produced Commission No. (Seal) mr 1,UMM1551UN it FF 187647 EXPIRES: February 23, 2019 8ondcd Thm NOWY pubic Unddawt, REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEATURTLE MANGROVE COUNTER REVI W R EW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE / INITIALS St. Lucie County Building'& Zoning 2300 Virginia Ave Bono Fort Pierce, FL 34982 BUILDING PERMIT SUB -CONTRACTOR SUMMARY. Wynne Building Corporation (Company/Individual Name) project located at will be using the following sub -contractors for'the address or Property Tar ID #) It is understood that if there is any change of status regarding the participation of any of the sub -contractors listed below, I will immediately advise the Building and Zoning Department of St. Lucie County. Trade Name of Company/Contractor St. Lucie County/ State of Florida License Number' Electrical S & W Electric, Inc. 2045 ER0009416 Plumbing Lindquist Plumbing & Supply Co. 19150 cFc057672 HVAC/ Comfort Control of St. Lucie 8288 Mechanical CACO24379 Roofing Treasure Coast Roofing, LLC 19496 RC29027087. Gas PERMIT I ISSUE DATE: NUMBER: 04/23/2015 09:12 7728787555 WYNNE BUILDING CORP PAGE 02/02 PERMIT# ISSUE DATE PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certificmion Number State of Florida Certification Number (rrepplicole): S&W Electric have agreed to be the (Company Name/Individual Name) Sub-cwntractorfor W nne Development Corp. (Type ofTmde). (Primary Contractor) For the project located at #) It is understood that, if there is any change of status regarding our participation with the above mentioned Project, I will immediately advise the Building and Zoning Departrnem of St. Lucie County by filing a Change of Sub -contractor notice. (Form: SLCCDv (No. 004-00) BUSINESSQUAI.IFJER(Name oftheIndividual shown onthe CommetDesLicense) NOTARIZED SIIGNATi7RES ARE RMQUIREID Business Name: S&W Electric Address: 501 W_ Coker Rd. City/State/Zip: Port Pierce.FL_ 34945 Phone: (-72) 46464fi email: SIGNATURE Lawrence Stubbs �P�RINT NAME DATE STATE OF FLORMA, COUNTY OF i4 _ 1 0 P 11 P THE FORE�GOIIN�N�/GJ ��I(�NSSTRUMEN CWAS SIGNED BEFORE ME TIIIS W—rN DAY OF, 5�p � 20� By- Q k l JI.� WHO IS PERSONALLY KNOWN J'�_ OR HAS PRODUCED SLCPDS: 12/16/2013 AS IDENTIFICATION. aIY(1Z Q�NAME OF NOTARY PUaLI (STAMP) ......... (AURA R. CUBBEDGE r Commission # EE 209915 s• p Expires October 21, 2016 TI PY01 ftdWI,uTmyrailearaw99D39N919 11/18/2014 15:56 7728787 -' WYNNE BUILDING ^nmF . PAGE 02/02 PERMIT# ISSUE DATE PLANNING & DEVELOPMENT SERVICES •'s F` "`� ' Building & Code Compliance Division M BUILDING PERMIT sus -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number. 9 F 9 D i State of Florida Certification Number (If applicabre): CFC1421J458 — Ij ndaui s> Plumbing have agreed to be the (Company Name/Individual Name) plumbing Sub -contractor £olwYnne Development Corp. (Type of Trade) (Primary Contractor) For the project located at 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 DeparDnent 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 Liccnse) NOTARIZED SIGNATURES ARE REQUIIRED Business Name: Lindguxst Plumbing Address: . , 3185 Sneed Rd City/Stste/Zip:ynrt v e p, nr -J4845 Phone: (772) 461-1969 email: SIGNATURE Wade ('age PRINT NAME DATE STATE OF FLORIDA, COUNTY OF Si • L C t r THE FOREGOING INSTRUMENT WAS SIGNED BEFORE MS THIS �Z f! DAY OF Lf N C , 20— BY %vf}6F CrASE WHO IS PERSONALLY KNOWN OR HAS PRODUCED AS IDENTIFICATION. IJL CJ� Offish a /cJOn [l r Q7ASKrr/ (STAMP) a�°oil-lY � � SIGNATURE QfAVOTARY PUBLIC PRINT NAME OF NOTARY PUBLIC SLCPDS: 12/16/2013 �•, •"„ DORDTHY ANN BASKIN Notary Public -Stale o1 Florida My Comm. Expires Oct 2, 2016 zy P ` cominisslon I FF 016226 110 Bonded Through National Notary Assn. V `�/ 1J/ GViJ iV. JL PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division j i BUILDING PERMIT SUB.CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 9288 State of Florida Certification Nurnb,r(if applimblc): CACO29379 of St. Lucie County, Inc, have agreed to be the (Company -Name/Individual Nam,) air conditioning Sub-contractorfor W nne Devoi-opment Corp. ('type of Trade) (Primary Contractor) For the project located at (Ploiect Sheet Addressor roperty Tax 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 SEGNATURES ARE REQUIRED Business Name; Comfort Control of St Lucie Count Inc, Address: 1 Sr19 Ri 1 i•mnrp St City/State/Zip: Port St. 'Lucie FL. 34983 Phoner ry 1 a a g n 1 n email: : (^ Ba�� i mmPrma R U\a AAORIDA, TEDATE COUNTY OF J1 �u THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS (L�`�DAY OF BZ ^ n r ��Z i /1 rY1Z� yvLG n WHO IS PERSONALLY KNOWN OR HAS PRODUCED `SIGNATU OF NOTA PUBLIC SLCPDS: 12/162013 AS IDENTIFICATION. OF /n/) _ _ / (STAMP) Notary Pu6ac Stafe of Florida Tracey; R Mascola My Corm on EE 193340 Ezp'ues GlIM016 04/15/2015 10:53 7,21I 556 WYNNE BUILDII' `<ORP PAGE 02/02 PERMIT # ISSUE DATE lug ter. PLANNING & DEVELOPMENT SERVICES — Building & Code Compliance Division BUQ.DING PERMIT SUB -CONTRACTOR AGREE MENT St. Lucie County Contractor Certification N]mber; StsteOfFbridaCertification Number afappnc�ble). _ RCZ20 7-2 087 XKgasuz Coast Roof in LLC have agreed to be the (Company Name/Individual Name)— -Roo(�ofTrade) _Sub -contractor forWynne Develo ment Corp (Primary Contractor) For the project located aT It is understood that, if there is any change Of status regarding our participation with the above mentioned Project, I will immediately advise the Building and Zoning Department of St. Lucie County by filing a Change Of Sub -contractor notice. (Form: SLCCDV (No. 004-00) BUSINESS QUALIFIER (Name of the Individual shmwn on the Contractor's License) NOTARIZED SIGNATURES A RE REQUIRED Business Name: ,measure Coast Roo£ing LLC Address: IA16 siltmorn'st- City/state/zip; Por c L"Id a, FLr_ 3dp84 Phone; f 7Z2) 343-8308 email:—� _ _ _ Brian Malone 'z (XV5 SIGNATU PRINT NAME DATE STAU OF FLORIDA, COUNTY of _ S-r. G THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS RCS DAY OF _/G/ v E ��� �,, Z0� BS'�00 2144;-01VE_y `WHO[SPERSONALLYKNOWN OR HAS PRODUCED % AS IDENTIFIC//ATION. "'•"; �R_ o�tty NN &4,stct,o (STAiviP) SIGNATURE NOTARY PUBLIC PRINT NAME OF NOTARY PUBLIC SLCPbS: IV16/2013 DOROTHY ANN BASKIN Notary Public -State of Flmlda YI Comm. EapBaa Od 2, we �(e Cmnmlaaron • FF 015226 Bonded Through Ktlbnd No" Agin. l_ J ST. LUCIE COUNTY BUILDING & ZONING 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 772-462-1553 FILLED LANDS AFFIDAVIT I, the undersigned, am the owner of the following described property: (A56SQQ�Czac\��g 5 #1306-111—OnO1-00010_;_617 -14 'tQ all chat sari- lying (Tax ID/Legal descriptiordAddress) northeasterly of I-95 for which I have applied to St. Lucie County for a Final Development Permit. In accepting this Final Development Permit, BP Number , I acknowledge that as owner of the above described property, and in accordance with Section 7.04.01(D), St. Lucie County Land Development Code, I shall be responsible for assuring adequate drainage so that the immediate community WILL NOT be adversely affected. I further acknowledge that in granting this permit for the development of this property, St. Lucie County is neither obliged nor liable to provide,for, or maintain in any form, adequate drainage off my property which will not adversely affect the immediate community. Matthew Lyle e Wynne ' r 06 29 1 Property Owner Name ro er + wne Signature Date STATE OF FLORIDA. COUNTY OF St. Lucie ACKNOWLEDGED BEFORE ME THIS 29th DAY OF ,Tune , 20-15 . BY Matthew, HO IS PERSONALLY KNOWN TOME RWHOHASPRODUCED AS IDENTIFICATION. Susan Mgqee SIGNATURE OF NOTARY TYPE OR PRINT NAME OF NOTARY (SEAL) NOTARY PUBLIC TITLE COMMISSION NUMBER ,4 MY COMMISSIONSUSAMAGEE187847 EXPIRES: February 23, 2019 `�%;Rftb, Bonded Thra NoutyPubfic UMerwrMis JOSEPH E. SMITH, CLERK OF' CIRCUIT COURT - SAINT LUCIE COUNT? P FILE N 4086621 OR BOOK 3`'< PAGE 1921, Recorded 06/30/2015 at RECE1V1: V g 2015 PERM IT HUM 9ER IIii. Spun I u...n W hn rrnn tliq; inln NOTICE OF COMMENCEMENT The undersigned hereby given notice that improvement will be made to regain real property, and in accordance with Chapter 213. Florida statutes the fallowing information is provided in the Notice efeo funcncement. 1. DESCRIPTION OF PF nPERIY (Legal description and sued address) TA% FOLIO NUMBERa.I 3 0 6 -1 1 1 -0 001 -0 0 0 / 0 all that part lying northeast of 95 2. GENERAL DESCRIPTION OF IMPROVEMENT: . r ay i o 3. OWNER INFORMATION:A. Name Wylni rzi --Bui 1 Ai nj r^ Po I, C`^ri b.Aadreae 8000 S US" Suite 402, PSL, FL 34952 c. interest in property. d. Name and address of fee simple titleholder (if other than Owner) 4.CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: Wynne Development CDrooratiOn 8000 S. US1 Suite 402 PSy FL 34952 222-878-5511 __- 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: fi. LENDER'S NAME, ADDRESS AND PHONE NUMBER: 2. Persons within the Su¢of Florida designated by Owner upon whom relief, mother documents maybe convect as provided by Section 213.13 (q(a) 2. Florida Statutes: NAME, ADDRESS ANO PNONE NUMBER: Tom Lee Spanish Lakes Blvd. Ft. Piercer FL. 201- 8. In addition to himself or herself. Owner designaus the following w receive a copy critic Lienar's Nunes.' provided m Secion 0590 713.13 (1)(b), Florida Slither: NAME, ADDRESS AND PHONE NUMBER! 9. Expiration data of nuke of commcnccmcnt (the eapi,rticn date is 1 year ham the data of mcerding unless a diaera t data is specified) .—: 20— -..- Matthew Lyle Wynne, Vice-Prc_sident Signarure of Owner or Print Name and Provide Signatory's Title/ORce Owner's Authorized ORcer/Dirator/Partner/Manager Stain Of Florida County of SE. f rie The foregoing instrument was acknowledged before me this 9thday of ,j -. 2019 Matthew Lyle Wynne ,as alr - 0y (Name of person) (Type of authority... e.g. Owner, officer. wgin fact) For Wynne Building COrDOratiDn (Name of pony on behalf of whom instrument was executed) Personally Known_ or produced the fallowing type Of D3. O —Macrae—_ - aBNI LLrI$ r nature of Not Pu t '�) HYr0.4L5SCN lff lgalP (Printed Name of Notary Public) g a7 � fa(PIREB: Fedwp2; �19 llu 1w d Under penalties of perjury. I declare that I have read the foregoing and that the facts in it belief (section 92.525. Florida Stautel). Signature(s)of Owner(s)or Owner(s)' Authorized Officer(Dirselor/Psin eryManager who signed obovs: By:, manrotP,m�a.ntl / STATE OF FLORIDA ST. LUCIE COUNTY THIS IS TO CERTIFY THAT THIS IS A TRUE AND CORRECT COP OF THE ORIGINAL. SMITH, DBputy Clay Date. ]ON 3 0 2015 WYM.L� BUILDING CORPORATI-WI 8000 South U.S. #1 Suite 402 Port St. Lucie, FL 34952 Spanish Lakes Communities Division Port Saint Lucie August 11, 2015 FtECEI'—:D SEP 011015 To: St. Lucie County Building Department Attn: Permitting and/or Plan Review Re: 6156 Spanish Lakes Blvd. Permit # 1506-0551 To Whom It May Concern: Miami Division Miami In regards to the above permit, the mobile home that was located on the lot was moved to 12 Islandia in our Spanish Lakes One park. If you have any questions I can be reached at (772) 878-5513. Thank you, M/ Matthew Lyle Wynne - V.P. Telephones: Port Saint Lucie (772) 878-5513 Miami (305) 235-3175 05-27-'16 13:01 FROM- Wynne Building Corp 7728787656 T-875 P0001/0002 F-241 V 5 dG - d 55 I Professional Insulators of South Florida FTC Insulation Installation Certificate To: LCon Date: May 19 2016 Re: I LoVBiock: Address: 16156 Spanish Lake Blvd Project The undersigned hereby certifies that insulation has been installed in the above dexcriheA nrnnnrfy as fglla c- 1. Exterior CBS walls have been Insulated with: Spray -on Cellulose Tlliclosess in inches: Fiberglass Blankets Manufacturer: Fi Foil Rock Wool Blankets Density! X Aluminum Foil R-Value: R 4.1 Rigid Board Polystyrene Other 2. Ceilings (level) have beep insulated with: Spray -on Cellulose Thickness in inches: 11.1" X Fiberglass Blown Manufacturer: Climatepro Rock Wool' Blankets Density: Aluminum Foil R-Value: R-30 Polyurethane Open Cell SPF Ceilings (Inaccessible) insulated with: Spray -on Cellulose Thickness in inches. 9.5" X Fiberglass Blankets Manufacturer: Johns Manville Ignition Barrier Density: Fiberglass Blown R-Value: R-30 Cellulose Loose Fill Open Cell SPF 3. interior kneewalls have been insulated with: Fiberglass Blankets Thickness in inches: Fiberglass Loose M Manufacturer: Rock Wool Density: Fiberglass Blown R-Value: Cellulose Loose Fill Open Cell SPF 4. Garage partition walls of A/C living area have X Fiberglass Blankets been insulated with: Rock Wool ' Thickness,in iuebes: 3.51, - Polyurethane - Manufacturer: Johns Manville Spray -on Cellulose Density: Open Cell SPF R-Value- R-11 S. The following have been insulated: ,11M�H�1giy �� pq,�yo;;►� Y R ILI WXNrtlh' l3unnQats COW. General Contract/Builder C13C1254041 Competency 0 Professional 1as'ulators of South Florida,Inc. Insulation Contractor By: �pY 21;2p16 n 05-27-'16 12:59 FROM- Wynne kililding Corp 7728787658 T-874 P0001/0002 F-240 / Professional Insulators of South Florida] FTC Insulation Installation Certificate To: LIxcie Date: IMay 19, 2016 Re: I LOHB1ock: Address: 16156 Spanish Lake Blvd Project: The nnderaianed herehv oov4mo. +hat :na..loNnn hoc :,m..:..eb,lled :.. +he ..1....... n....- :x-a _ --µ 1. Exterior CBS walls have been insulated with: Spray -on Cellulose Thickness in inches: lFiberglass Blankets Manufacturer: Fi Foil Rock Wool Blankets Density: X Aluminum Foil R-Value: R 4.1 Rigid Board Polystyrene Other 2. Ceilings (level) have been insulated with: Spray -on Cellulose Thickness ill inches: 11.1" X. Fiberglass Blown Manufacturer: Climate ro Rack Wool RIan kets Density: Aluminum Foil R-Value: R-30 Polyurethane Open Cell SPF Ceilings (Inaccessible) insulated with: Spray -on Cellulose Thickness in inches: 9.51, X Fiberglass Blankets Manufacturer: Johns ,Manville Ignition Barrier Density: Fiberglass Blown R-Value: R-30 Cellulose Loose Fin Open Cc n SPF 3. Interior kneewalls have been insulated with: Fiberglass Blankets Thickness in inches: Fiberglass Loose,FM Manufacturer: Rock Wool Density: Fiberglass Blown R-Value: Cellulose Loose Fill Open Cell SPF 4. Garage partition walls of A/C living area have X iFiberglass Blankets been insulated with: I Rock Wool Thickness,'a inches: 13,50 - Polyurethane Manufacturer. Johns Manville Spray -on Cellulose Density: I Open Cell SPF R-Value: R-11 5. The following have been insulated: ii�y- ip �••�u VV'YNNE Bummmr. CORP. General ContraeNBuilder CBC12540410.� competency # Professional Insulators of South Florida, Inc. Insulation Contractor r � _ By: RECEIVED MAY'.27 2016 7 TITAN CONCRETE Mt �1fi L'f' a 0. a erla s or I e - _ �� �, ! Ticket no. g�rete ` FORT PIERCE 4199 SEt_VITZ ROAD 1. FT PIERCE, FL 34982 u "Thank you - We appreciate your business" 285094 Delivery date. plant Truck Driver Truck size T 05/17✓1E G28 14EIs , HATCHER JR, JESSIF 10.0t ype'ob DRIVEWI customer no. 90004535 Customer name RODNEY HRI_I_ CONCRETE CONST zone Tax CD I T! Tarmac p'roje no �+�410:31 Customer P.O. no. I Order no. �. 7858 Terms code .Char a delivered 3-C.O.D. I e I g Time due 3e 0, 06 ` t 2-Charge FC.B. 4-C.O.D -Wa. 'Delivery. i�a�m'-andaddret 1z?i OLlai •F�r, Lot' Block CounTy 1 ` 615E SPRNISH LAKE$ FLVb' F"Qf2T",f!_ �•ERCE... ` Instructions - r r' 1 i VW r i2 • .]UZb 4- A-ftt- _ slump 5.0! Amount Load Cumulative - Ordered Code' •'- Description 10. 0LI 10. P iE 5 CAF 95RIA2500 4157 , i. 1rJ, yll,r 10,c 364 NFaSTF_RFLHF_R M5 — . 0:! Cy., - 1. 0CA i t , 606 007 FiJEI_ SURCHG t 12 1. 013 8110d 014 EIVV.I RIDN - S1J-CI-M °CV Load Arrive jobsite start discharge Finish discharge 'Leave job site Arrive plant ' subtotaF-' Sales tax o TOTAL Additional water added to this concrete will reduce its strength. Any water added isat customer's risk. Gallons of water added:_ Gallons of water added: Gallons of water added: _ I Amt of CY Retained: Customer Approval:- Customer Approval: Customer Approval: ; Customer Approval: Tested Tested properly No. Authorized and received/by 1] Yes O No ❑ Yes Q''No I - OY `Y V e V I X Safety is a constant state of mind, with every employee feeling responsible andempowered to act'to cause him and others to work safely, on the belief that all' accidents are preventable and that'zero'incidents is the only goal. Lot:. Block: . MAY 1'9-$Ol6 Address: Correct Not Correll :, TITAN FLORIDA LLC — f TERMS AND CONDITIONS OF SALE 40� It L, All sales will be subject to these terms and conditions ("Contract") and, if buying on credit, to Buyer's credit agreement with Seller, incorporated herein by reference; all other terms, including any terns contained in Buyer's purchase order, are excluded unless agreed to by Seller in writing. Any changes must be in writing and signed by each party. This Contract will be construed in accordance with the laws of the state of Florida. For all disputes relating to this Contract, Buyer hereby consents to thejurisdiction amid venue of the state and federal courts for the location of the delivery site of the goods sold hereunder. 2. Payment terns: Net the last day of the month following the month of delivery, without deduction, retainage,-'set off or charge backs. A cash discount of 1 % 101" proximo may be deducted if no previous balances are past due. Interest at the lesser of I'h% per month or the maximum rate allowed by law will be imposed on outstanding and delinquent invoices from the date of delivery until paid. Buyer will pay to Seller all applicable federal, state and local sales and use taxes. In addition to any other available rights and. remedies, Seller will be entitled to recover from Buyer all costs of collection and litigation including, but not limited to, reasonable attorneys' fees. Seller reserves the right to require payments in advance or to cancel the unfilled portion of this Contract without notice in the event of Buyer default of any Contract provisions, or if the financial status of Buyer becomes impaired or deemed unsat- isfactory to Seller. Failure of Seller to exercise any of its rights will not be deemed a waiver of any such right. 3. Regular delivery hours are 7:00 a.m. - 5:00 p.m., Monday through Friday. An additional charge maybe added for deliveries outside of these hours and for any waiting/unloading periods in excess of 60 minutes. Prices are based on full loads; an additional charge will apply to loads of less than seven cubic yards. The minimum load for each delivery is I1h cubic yards. , 4. Buyer will give Seller at least 48 hours prior notice of the time and rate of requested deliveries. Delivery schedules will be mutually agreed upon betw<;Cn Seller and Buyer. Deliveries will be made to the best of Seller's ability to dispatch, however. Buyer waives any claims associated with any delays in delivery. 5. Buyer must provide suitable approaches to delivery points beyond paved streets. For delivery beyond curb lines, Buyer assumes all liability for damage to vehicle's, sidewalks, driveways, pipes, septic tanks, and/or other property, and Buyer will indemnify and hold Seller harmless from and against anyar}d•.•. all liability, loss and expense incurred as a result of such delivery, including but not limited to. towing. charges, except to the extent canned by Seller's gross negligence or willful misconduct. Buyer waives. any rightof subrogation against Seller. . 6. Buyer is responsible for full payment of, including all costs of disposal and Seller's return charge per truck far, (i) orders not cancelled at least'one hour prior to delivery time; (ii) concrete delivered due to Buyer's mistake or in excess of requirements; (iii) concrete not deliverable due to unsuitable approaches. `7.. Concrete prices and quantifies are based upon the wet volume at the time of discharge from the track, and are not sold `form measurement' or measured "in place"..�Yjeld my 1 Pe established -in accordance with applicable. ASTM standards. Buyer will pay all charges incident to inspection or tests made by 11• 0631fhi+ir4Wof^1' n' _ 81 Limited Warranty: Buyer is solely responsible -far determining the type and quantity of goods to be purchased Seller warrants that its products will meet �• or exceed applicable American Society for Testing Materials ("ASTM")and American Concrete Institute ("ACI") standards, when tested in accordance with ASTM and evaluated by ACI standards. Seller will repair or replace any goods supplied by Seller that fail to meet this limited warranty, within one. year after delivery thereof. Seller will uphold its warranty obligations under Florida statute 718.203, as applicable. ALL OTHER WARRANTIBS,. WHETHER. EXPRESS ORIMPLIED, INCLUDING WITHOUTLIMITATION THE WARRANTIES OF MERCHANTABILITY AND FITNESSTOR A PARTICULAR PURPOSE, ARE HEREBY EXPRESSLY EXCLUDED. THE REMEDY SET FORTH IN THIS -SECTION 8 WILL: CONSTITUTE THE SOLE REMEDY OF BUYER UNDER THIS LIMITED WARRANTY. 9. Seller will not be fesponsible for Slump, strength or quality of any concrete to which water or other material has been added by or on behalf of Buyer. Buyer will be fesponsible to see that the concrete is handled in accordance with best constriction practices. Seller has no control over the placing or handling of concrete after unloading and does not guarantee the finished work in which it is used. Buyer will be responsible to prevent concrete after unloading from coming into contact with any material, such as aluminum, which may adversely impaef concrete strength. 10, Buyer will furnish any admixtures or ingredients it desires thatare not regularly supplied by the Seller in the marketplace. Buyer will be solely respon- sible for the effect of such admixture or ingredients on the concrete. Any extra product which may be required in excess of the mix design quoted, or which maybe required to provide workability, strength, setting time or water/cement ratio, will result in an additional ingredient charge payable by Buyer. 11. Concrete will be batched and delivered in accordance with ASTM E-94.. Concrete temperature will be dictated by the environmental and material condi- tions at the time of delivery. Airy requirement beyond these conditions will require the implementation of controlled measures during production at. the expense of Buyer. ' 12. Buyer must give Seller written notice within.48 hours after delivery of any claim against Seller as a result ofany alleged nonconf'orning materials or any other cause whatsoever (other than failute to meet compressive strength, in which event the time for notice will be within 48 hours after the customary time for analysis of the test cylinder), time being of the essence. Seller will be given reasonable opportunity to investigate all claims. Any failure by Buyer to gite written notice within such 48 hour period will be deemed a conclusive waiver by Buyer of all such claims against Seller. 13. SELLER WILL NOT BE LIABLE UNDER ANY CIRCUMSTANCES FOR ANY SPECIAL, INCIDENTAL, PUNITIVE OR CONSEQUENTIAL DAMAGES INCLUDING, WITHOUT' LIMITATION, ANY DAMAGES RELATED TO DELAY, WHETHER BASED ON STATUTE, TORT, CONTRACT OR OTHERWISE, AND WHETHER OR NOTARISING FROM SELLER'S NEGLIGENCE, STRICT LIABILITY OR FAULT. IN NO EVENT WILL SELLER BE RESPONSIBLE FOR DAMAGE DUE TO THE ACTIONS OF OTHERS OR THE FAILURE OF BUYER TO COMPLY WITH ITS OBLIGATIONS. SELLER'S LIABILITY FOR ANY CLAIMS WILL BE LIMITED TO THE PURCHASE PRICE OF THE GOODS SOLD UNDER THIS CONTRACT. 14. Notice. All notices to Seller will be sent in writing to the sales office issuing the price quotation, with a copy to Credit Department, 455 Fairway Drive, Deerfield Beach, FL 33441. 15. Severability. The unenforceability of any In of this Contract will not affect the enforceability of any other provision of this Contract, and each other provision of this Contract will be,severable and enforceable tb the extent permitted by law. 1. WARNING: CA USES SKIN IRRITATION - IN.JURIOUS TO EYES: CONTAINS POgTLAND CEMENT. FRESHLY MIXED CONCRETE MAY CAUSE SKIN IRRITATION OR INJURY. AVOID CONTACT WITH SKIN WHERE POSSIBLE. WASH EXPOSED AREAS PROMPTLY WITH WATER. IF ANY MIXTURES GET INTO THE EYE, RINSE IMMEDIATELY WITH WATER AND GET,PROIAPT MEDICAL ATTENTION. KEEP OUT OF REACH OF CHILDREN. MATERIAL SAFETY DATA SHEETS (MSdS) ARE AVAILABLE AT W WW.TITANAt11ERICA.COn1. Revd 206p Planning & Deyelopment Services Building & Cods Regulation Division 230o Virginia Ave Fort Pierce, FL 34982 772-462-217A Fax772-462-6443 CERTIFICATE OF TERMITE TREATMENT CONSTRUCTION SOIL TREATMENT n PERMIT- #: 15'6.6 -I�SSI B ADDRESS: 'I S. &Ai*J LaKell- i'�UuA. , rRk vu, BUILDER/CONTRACTOR: 0AP/ "ill 0� PEST CONTROL CONTRACTOR;' PEST CONTROL LICENSE #: We, the undersigned, hereby certify -that we have pretreated the above described construction for subterranean termites in accordance with the standards of the National Pest Control Association, 4 `` i nnt Square feet if area treated: Z Sa / I SU �themicals used: 17 f 1 �� SlF Percentage of solution: e 06z Total gallons u48: / U Date of Treatment: S. 1 7- 1 6 - 1"` Treatment !Re -Treat Dnv ay 15 Treatment R rest Other 1 Treatment _Re -Treat Time of Treatment: '' 2 % 00 Slab �10 Treatment _Re -Treat `Pools =11 Treatment —Re-Treat f •.NrimeterforF Inspection Signature,of Eidenpi ator Alota: there mustbe a completed form foreach required treeb7,mt acre-bealmentand th/s form mustbe on the job site to be picked up by the Inspector at time of each Inmecton or the scheduled inspection will fall and a•re•Inspeclior fc chewed FBC104.2.6 Certtfimte of pfotcLgve Treabnentforprevention of termites. A weatherresistantjobsite pasting board Shall be provided m receive dupllete Treatment Certflcates as each required protective treabnentis completed, prov ding a copyfor the person the permit is issued to and another copy for the bulld/ng permit files. The Treatment Certificate shall provide fhe product used, identhy ofthe applicator, time and date of the treatment; site location, area treated, chemical used, percent mncentradan and number ofgallons used, to establish a vedfrable record of protective beabnent If the 5011 chemical barrier method forlamite prevention &vsed, final exterior treatment shall be completed priorto final bullding approval St Lucie County requires for the final inspection for CO, a Perr6a0ent Sticker to be placed on the electrical panel box cover, listing all the treatments and dates of applications. Planning & Development Services Building & Code Regulation Division 2300 Virginia Ave Fort Pierce, Fl 34982 772-462-2165 Fax 772-462-6443 Request for 30-Day Temporary Power Release Date: ���Y� �(( Permit Number: o� ((V Project AdtlresS: ���o � n Q i\ . � THE UNDERSIGNED HEREBY REQUEST RELEASE OF ELECTRICAL POWER TO THE ABOVE DESCRIBED PROPERTY, FORA PERIOD NOT TO EXCEED THIRTY (30) DAYS, FOR THE PURPOSE OF TESTING SYSTEMS AND EQUIPMENTIN PREPARATION FOR A FINAL INSPECTION. INCONSIDERATION OF APPROVAL OF THE REQUEST WE HEREBY ACKNOWLEDGE AND AGREE AS FOLLOWS: 1. This temporary power release is requested for the above stated purpose only, and there will be no occupancy of any type, other than that permitted by construction during this time period 2. As witness by our signatures, we hereby agree to abide by all terms and conditions of this agreement, including Building Division Policy, which is incorporated herein by reference. 3. All conditions and requirements listed in the attached document entitled "Requirements for 30 Day Power for Testing" have been fulfilled and the premise is ready for compliance inspection. 4. All requests for an Wmaien beyond 30 days must be made in writing to the Building Official stating the reason for the request. Power maybe removed from the site and/or a Stop. Work Order issued if the Fnat Inspection has not been approved within 30 days. A fee of $100.00 will be required to lift the Stop Work Order. WE HEREBY RELEASE AND AGREE TO HOLD•HARMLE$S, ST. LUCIE COUNTY, AND THEIR EMPLOYEES FROM ALL LIABILITIES AND CLAIMS OF ANY TYPE OF NATURE WHICH MAY ARISE NOW OR 14THE 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. REC A , 7AAAi7AAnJ om nn -I ru.ninrrnrr ri,Ruiniino ;mnixe -wAu-i cr:ni or-t,i-on LLL-A 6000A000d 0£8-1 999L8L8ZLL da03 suiplin8 auuAM -Woad OZ:80 9L,- OZ-90 yt'+ _//4FTITAN CONCRETE Materials for Life' "Thank you - We appreciate your business.. �ey I�r i f� � Ci. (o — Q S Ste" Ticket no. [' FORT PIERCE 4199 SELVITZ ROAD 280915 F'P PIERCE4 FL 34982 Delivery date Plant Truck IDriver size Typejpb 10/29/15 6cB 14iDAUGHRITY ' Truck EDWARD 9.56 EtEAM Customergj0004535 ICustomer na77bDNEY HALL CONCRETE CONST Zone Tax CD T� Tarmacprojf4 poN31 I Customer P.O. no. Order no. 65 J.70 ITerms code ,{harge delivered 3-C.O.D. Time due 09 a 43 11 , 2{harge F.O.B. 4C.O,D -F.O.B. Delivery nkJTan�gj�rTt COUNTY (Lot (Block (County 6156 SPAN'ISH LAKES BLVD, FORT PIERCE Instructions BLVD BP1030m0 #B PM 07 FUEL SURCHG 14 ENVIRON SURCHG UM Load Arrive job site ,Start discharge Finishdischar`ge Leave job site Arrive plant. �� Sales tax TOTAL 4dditional water added to this concrete will reduce its strength. Any water added is at customer's risk. Gallons of water added:_ Gallons of water added: Gallons of water added: _ I Amt of CY Retained: - Customer Approval: Customer Approval: Customer Approval: Customer Approval: Tested Tested properly I No. 71467171 Authorized and received by ❑ Yes ❑ No ❑ Yes ❑ No x Safety is a constant state of mind, with every employee feeling responsible and empowered to act to cause him and others to work safely, on the belief that all accidents are preventable and that zero incidents is the only goal. Lot: RECEIVED UCP 2 9,2015 Block: Address: Correct —Not Correct u nl 10TnKAoo nnmw TITAN FLORIDA LLC TERMS AND CONDITIONS O; .F 1. All sales will be subject to these terms and conditions ("Contract") and, if buying on creme, to Buyer's credit agreement with Seller, incorporated herein by reference: all other terms, including any terms contained in Buyer's purchase order, are excluded unless agreed to by Seller in writing. Any changes must be in writing and Signed by each party. This Contract will be construed in accordance with the laws of the state of Florida. For all disputes relating to this Contact, Buyer hereby consents to the j urisdiction and venue of the state and federal courts for the location of the delivery site of the goods sold hereunder. 2. Payment terms: Net the last day of the month following the month of delivery, without deduction, retainage, set off or charge backs. A cash discount of I",o 10 proximo may be deducted i I no previous balances are past due. Interest at the lesser of I'&% per month or the maximum rate allowed by law will be imposed on outstanding and delinquent invoices from the date of delivery until paid. Buyer will pay to Seller all applicable federal, state and local sales and use taxes. In addition to any other available rights and remedies, Seller will be entitled to recover from Buyer all costs of collection and litigation including, but not limited to, reasonable attorneys' fees. Seller reserves die right to require payments in advance or to cancel the unfilled potion of this Contract without notice in the event of Buyer default of any Contract provisions. or if the financial status of Buyer becomes impaired or deemed unsat- isfactory to Seller. Failure of Seller to exercise any of its rights will not be deemed a waiver of any such right. 3. Regular delivery hours are 7:00 a.m. - 5:00 p.m., Monday through Friday. An additional charge may be added for deliveries outside of these hours and for any waiting, no loading periods in excess of 60 minutes. Prices are based on full loads; all additional charge will apply to loads of less than seven cubic yards. The minimum load for each delivery is I'/ cubic yards. 4. Buyerwill give Seller at least 48 hours prior notice of the time and rate of requested deliveries. Delivery schedules will be mutually agreed upon between Seller and Buyer. Del ihcries will be made to the best of Seller's ability to dispatch, however, Buyer waives any claims associated with any delays in delivery 5. Buyer must provide suitable approaches to delivery points beyond paved streets. For delivery beyond curb lines, Buyer assumes all liability for damage to vehicles, sidewalks, driveways, pipes, septic tanks, and/or other property, and Buyer will indemnify and hold Seller harmless from and against any and all liability, loss and expense incurred as a result of such delivery, including but not limited to towing charges, except to the extent caused by Seller's gross negligence or willful misconduct. Buyer waives any right of subrogation against Seller. 6. Buyer is responsible for full payment of; including all costs of disposal and Seller's return chargeper truck for, (i) orders not cancelled at least one hour poor to delivery time; 00 concrete delivered due to Buyer's mistake or in excess of requirements; (iii) concrete not delivemble due to unsuitable approaches. 7 Concrete prices and quantities are based upon the wet volume at the time of discharge from the truck, and are not sold "form measurement" or measured "in place". Yield will be established in accordance with applicable ASTM standards. Buyer will pay all charges incident to inspection or tests made by or on hehall of Buyer. 8. Limited Warranty: Buyer is solely responsible for determining the type and quantity of goods to be. purchased. Seller warrants that its products will meet. or exceed applicable American Society for Testing Materials ("ASTM") and American Concrete Institute.("ACI") standards, when tested in accordance with ASTM and evaluated by ACI standards. Seller will repair or replace any goods supplied by Seller that fail to meet this limited warranty, within one year after delkeq thereof. Seller will uphold its warranty obligations under Florida statute 718.203, as applicable. ALL OTHER WARRANTIES, WHEFI IER EXPRESS OR IMPLIED, INCLUDING WITHOUT LIMITATION THE WARRANTIES OF MERCHANTABILITYAND FITNESS FOR A PARIIC ULAR PURPOSE, ARE. HEREBY EXPRESSLY EXCLUDED. THE REMEDY SET FORTH IN THIS SECTION 8 WILL CONSTITUTE THE SOLE. REMEDY OF BUYER UNDER THIS LIMITED WARRANTY, 9. Seller will not be responsible For slump, strength or quality of any concrete to which water or other material has been added by or on behalf of Buyer. Buyer will be responsible to see that the concrete is handled in accordance with best construction practices. Seller has no control over the placing or handling of concrete after unloading and does not guarantee the finished work in which it is used, Buyer will be responsible, to prevent concrete after unloading From coming into contact with any material, such as aluminum, which may adversely impact concrete strength. 10. Buyer w ill furnish anv admixtures or ingredients it desires that are not regularly supplied by die Seller in the marketplace. Buyer will be solely respon- sible for the effect of such admixture or ingredients on the concrete. Any extra product which may be required in excess of the mix design quoted, or which may be required to provide workability, strength, setting time or water/cement ratio, will result in an additional ingredient charge payable by Buyer. 11. Concrete will be batched and delivered in accordance with ASTM C-94. Concrete temperature will be dictated by the environmental and material condi- tions at the nine ordain ery Any requirement beyond these conditions will require the implementation of controlled measures during production at the expense of Buyer. 12. Buyer must give Seller written notice within 48 hours after delivery of any claiut against Seller as a result of any alleged nonconforming materials or any other taus: whatsoever (other than failure to meet compressive strength, in which event the time for notice will be within 48 hours after the customary time for analysis of the test cylinder), time being of the essence. Seller %%ill be given reasonable opportunity to investigate all claims. Any failure by Buyer to give written notice w thin such 48 hour period will be deemed a conclusive waiver by Buyer of all such claims against Seller. 13. SELLFR WILI. NOT BE LIABLE UNDER ANY CIRCUMSTANCES FOR ANY SPECIAL, INCIDENTAL, PUNITIVE OR CONSEQUENTIAL DAMAGES INCLUDING WITHOUT LIMITATION, ANY DAMAGES RELATED TO DELAY, WHETHER BASED ON STATUTE, TORT, CONTRACT. OR OTHERWISE, AND WI IETI IER OR NOT ARISING FROM SELLER'S NEGLIGENCE, STRICT LIABILITY OR FAULT. IN NO EVENT WILL SELLER BE RESPONSIBLE FOR DAMAGE DUE TO THE ACTIONS OF OTHERS OR THE FAILURE OF BUYER TO COMPLY WITI I ITS OBLIGATIONS. SELLER'S LIABILITY FOR ANY CLAIMS WILL BE LIMITED TO THE PURCHASE PRICE OF THE GOODS SOLD UNDER THIS CONTRACT. 14. Notice. All notices to Seller will be sent in writing to the sales office issuing the pricequotation, with a copy to Credit Department, 455 Fairway Drive, Deerfield Beach, FL 31441. 15, Severabihty. The untnforceability of any provision of this Contract will not affect the enforceability of any other provision of this Contract, and each other provision of this Contract will be severable and enforceable to the extent permitted by law. ,WARNING{ CAUSESSKINIRRITATION- INJURIOUSTOEYES. I' CONTAINS PORTLAND CEMENT. FRESHLY MIXED CONCRETE MAY CAUSE SKIN IRRITATION OR INJURY. AVOID CONTACT WITH SKIN WHERE POSSIBLE.. \NASA EXPOSED AREAS PROMPTLY WITH WATER. IF ANY MIXTURES GET INTO THE EYE, RINSE IMMEDIATELY WITH WATER AND GET PROMPT MEDICALATTENTION. KEEP OUT OF REAC H OF CHILDREN. MATERIAL SAFETY DATA SHEETS (MSDS) ARE AVAILABLE AT WW%V. FITANAMERICA.COM. r Rev'd 2-08 I i -'Er (OIL S' i 4%&PAW KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377 SEBASTIAN FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED October 13, 2015 KSM JOB # : 152231 -1 d/BV/jt PERMIT # 15060551 CONTRACTOR Wynne Development JOB LOCATION 6156 Spanish Lakes Blvd. Spanish Lakes Fairways Ft. Pierce, Florida ITEM TESTED Compacted Foundation Fill TEST LOCATION 'PEN DRY MAX. DRY PERCENT DEPTH OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION 1. West 0" - 12" 50 109.9 112.2 98.0 2. South 50 108.8 97.0 3. East 40 108.1 96.3 4. North 50 107.8 96.1 5:, Center ,, 50 111.4 99.3 Soil Description: Light Brown Sand In Place Moisture: 113.0 , 6.8 Percent W E Optimum Moisture: 11.0Percent G 112.0 a—..—..�..—.... ..{ .. .. j .._.. j .._.._ H I T I I I I I i Max. Dry Density: I I I I 112.2 P.C.F. • I I I I I @ Test Locations The c I I I I I Density & Penetrometer F I I I I I Readings Indicate the 110.0 i ---- —"T.._..T..— - Degre, 1b}��°d Meets I I I I I �r MY � �0 D R I I I I I f�t'f�lQ�FlainJt ,fPeaditr An to hlatural Grade. 8 9 10 11 12 13 14 Moisture - % of Dry Weight Fax and Mail to: RtonaidiG. itellent .P. *Idf�9 �S6paftlpe160 / Julie E. Keller, P.E.: 68366 Z1 KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377 SEBASTIAN FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 SOIL COMPACTION REPORT ASTM D 1657 and ASTM D 2922 DATE TESTED October 13, 2015 KSM JOB # : 152230-1d/BV/jt PERMIT # 15060560 CONTRACTOR Wynne Development JOB LOCATION 6508 Alemendra Spanish Lakes Fairways Ft. Pierce, Florida ITEM TESTED Compacted Foundation Fill TEST LOCATION DEPTH 'PEN DRY MAX. DRY PERCENT OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION 1. S.W. 0" -12" 45 105.4 109.7 96.1 2. N.W. 45 106.3 96.9 3. N.E. 50 107.2 97.7 4. S.E. 40 105.4 96.1 5. Center 45 105.7 96.4 Soil Description: Brown Sand In Place Moisture: 111.01 I I I I I 9.1 Percent W E I I I I I I Optimum Moisture: 110.0 .._„I „_., I •.—., I ..—„ I „_,. I 12.0 Percent I I I I H I I I I I I T L.._.. Max. Dry Density: 109.0 I-.._.. .._..1 ..—.. ..—..4 109.7 P.C.F. P I I I I I I I I I I @ Test Locations The c 108.oi — j-—..T.•— T" ' T Density & Penetrometer F I I I I I Readings lnMi to the I I I I I DegQ�eaWI ow 880 reggeets I I I I I I Mir�`�y(�,p��u1 r�.e Ka F�•,, D I I I I I fqT t Y`6:5 AM0n �O� R 106.0 �.._..j .._.. .._.. .._.. } .._.. PeR' Readk"aT@k4 to natural Grade. 9 10 11 12 13 14 / INS — Moisture - % of Dry Weight 15 E-mail t1!Rttotiyg$'Fanishlakes.com Fax and Mail to: S�_ Luc'e Co�nty uiJgif�lIqq PgIlj rr�en� onal� G. Ke er, P. .: Z�T3 751' Lic. o.: 60 / Julie E. Keller, P.E.: 68366 KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-Mail: KSMQKSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED October 13, 2015 KSM JOB # : 152231 -1 d/BV/jt PERMIT # 15060551 CONTRACTOR Wynne Development JOB LOCATION 6156 Spanish Lakes Blvd. Spanish Lakes Fairways Ft. Pierce, Florida ITEM TESTED Compacted Foundation Fill TEST LOCATION DEPTH 'PEN DRY MAX. DRY PERCENT OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION 1. West 0" - 12" 50 109.9 112.2 98.0 2. South 50 108.8 97.0 3. East 40 108.1 96.3 4. North 50 107.8 96.1 5. Center 50 111.4 99.3 Soil Description: Light Brown Sand In Place Moisture: 113.0 , 6.8 Percent W I I I I I E I I I I I I Optimum Moisture: I I I I I G 11.0 Percent 112.o L.._...+.. ..{ .._.. } .._.._ HT Max. Dry Density: 112.2 P.C.F. P 111.0 c @ Test Locations The Density & Penetrometer F III .._.. .. lIII .._.._ I I I Readings Indicate the 110.0 r' —'•r '— 'j — — T — T — - De %f.df IftwQ ction Meets I I I �1 D r �'!�� R F �+ "" _saws ft 109.0 4 y--... _ ..'... _ .. � .. .. Eden. Readin s°takerbto Natural Grade. 8 9 10 ? 13 des rrgtte J ,��_ Moistuf�° f Dry Weight Fax and -Mail to: St. Luci CoyntQ.yildl�na 8 3rt�ler�t Ronald .Keller, : 37293�SI Qtc. o.: 60 / Julie E. Keller, P.E.: 68366 Planning & Development Services Building i& Code Regulation Division 23oc ifrginia Ave Fort Pierce, FL 34982 772-462-2172 Fax 772,462-6443 CERTZFXCATE OF TERMITE TREATMENT �. CONSTRUCTION SOIL TREATMENT 3 yQ5 PERMIT #I66 =°ems/ JOB ADDRESS:-!-, 6 (S6 `�Cenr S LaS �Jvd �a�r- Pib/Gk. BUILDER/CONTRACTOR: (Zad✓-tiK All G0,-7C' � C' PEST CONTROL CONTRACTOR: PEST CONTROL LICENSE #: We, the undersigned, hereby certify that we have pretreated the above described construction for subterranean termites in accordance with the standards of the National Pest Control Association. S Square feet if area treated: o c1 ,r Y Chemicals used: at S Percentage of solution: t6 Total gallons used: y d Date of Treatment: zo /�' Time of Treatment: _Footing 1�t Treatment _Re -Treat _Driveway .1s` Treatment _Re -Treat _Other _1 t Treatment -Re-Treat Slab Iu Treatment _Re -Treat Pools 15t Treatment Re -Treat Periimeet'er for Final Inspection Signature of Exterminator Note. There must be a completed form for each required treatment orre-treatmentand this form must be on the job site w be picked up by the inspectorat time of each inspection or the scheduled inspection will fall and a•re•Impecion fee charged. FBC104.2.6 Certificate OfProte': ve Tmatmentforprevention of termites. A weatherrestslantjobslte postfng board shall be provided to receive duplicate Treatment Certificates as each required protective treabnent is completed, providing a copy for the person the permit is issued to and another copy for the bullding permit files The Treatment audfcate shall provide the product used, Identity of the applicator, time and date of the treatment, site location, area treated, chemical used, percent concentration and number ofgallons used, to estabilsh a verifiable record of protective treatnentif the soil chemical barrier method for termlie prevention Is used, final exterior treatment shall be completed prior to final bullding approval. St Lucie County requires for the final inspection for CO, a Permanent Sticker to be placed on the electrical panel box cover, listing all the treatments and dates of applications. l TITAN 11 wee— —d CONCRETE "Thank you - We appreciate your business" Materials for Life* I Ticket no. gr ncret@ F-(:)1T' I')I.EI:;C 150� �'e�:a F T I::n-r•:r.;l:,, rl..:; ,' fj, Delivery date Plant Truck Driver Trucksize T e'ob �. . „ L(•9/?:i./] �=i F:�i?fi L(:,:I rp f:S(1L.'Y'lia'L� L_('ll•lRF.iflf'G:: LL,. L9C• '"!. AD 0I1 Customer no. Customer name 'zone Tax CD ITarmacproject no. I Customer P.O. no. Order no. (Terms code YCharge delivered 3-C.O.D. Time due #�#'Lt ),;I, AWE cod; EO.e. �4C:O.D-_ED.B. ��.LI Delivery name and address Lot Block County `:iT I_(1C T'E: (:IC)L.IPIT'Y !_.OVE5. DI IJ1.N.r FORT r,:!:F..:F':CF- Instructions I...ATRWf$Yri - T `R; hl.. F.::X:CT' 1:38 3.. in) SZ 4 TS __-- __ ( Quantity ��� ProduR U�Rvli Unit price Amount 0(') " .1 Code Description 00 cflr R5R1J.011.'.S()r•) "1;5 f 9 (.:'),I. I`Iflci'YkCF21':rT31fF.I2 IT:'1? El(i)C; C)(7'I" FUEL. EL.. 513I tC;l IC3 !(1(:'01Vf Iif:HVT.F*,:DN Load Arrive job site Start discharge Finish discharge Leave job site Arrive plant i— CZJ 9 Subtotal " 14 � � i 17 sales tax - 'e�' J TOTAL Additional water added to this concrete will reduce its strength. Any water added is at customer's risk. Gallons of water added:�L Gallons of water added: _ Gallons of water added: _ I Amt of CY Retained: Customer ADDroval: rJ11 Customer Arwroval:Customer Approval: Customer Approval: Tested % Tested properly No. Authon ed and received by %Q ❑ Yes ❑,No ❑ Yes ❑ No 7146564 x �'1 1 P, I (' 7,yn/ Safety is a constant state of mind, with every employee feeling responsible and empowered to act to cause him and others to work safely, on the belief that all accidents are preventable and that zero incidents is the only goal. Lot: Block: Address: Correct Not Correct TITAN FLORIDA LLC TERMS AND CONDITIONS OF SALE 1. All sales will be subject to these terms ,Dnditions ("Contract") and, if buying on credit, to. , is credit agreement with Seller, incorporated herein by reference; all other terms, including any terns contained in Buyer's purchase order,are excluded unless agreed to by Seller in writing. Any changes must be in writing and signed by each party. This Contract will be construed in accordance withthe laws of the state of Florida. For all disputes relating to this Contract, Buyer hereby consents to the jurisdiction and venue of the state and federal courts for the location of the delivery site of the goods sold hereunder. 2. Payment terms: Net the last day of the month following the month of delivery, without deduction, retainage, set off or charge backs. A cash discount of I % 10'" proximo may be deducted if no previous balances are past due. Interest at the lesser of 11/2%per month or the maximum rate allowed by law will be imposed on outstanding and delinquent invoices from the date of delivery until paid. Buyer will pay to Seller all applicable federal, state and local sales and use taxes. In addition to any other available rights and remedies, Seller will be entitled to recover from Buyer all costs of collection and litigation including, but not limited to, reasonable attorneys' fees. Seller reserves the right to require payments in advance or to cancel the unfilled portion of this Contract without notice in the event of Buyer default of any Contract provisions, or if the financial status of Buyer becomes impaired or deemed unsat- islTctory to Seller. Failure of Seller to exercise any of its rights will not be deemed a waiver of any such right. 3. Regular delivery hours are 7:00 a.m. - 5:00 p.m., Monday through Friday. An additional charge may be added for deliveries outside of these hours and for anywaitingrunloading periods inexcess of 60 minutes. Prices are based on full loads; an additional charge will apply to loads of less than seven cubic yards. The minimum load for each delivery is P/2 cubic yards. 4. Buyer willgive Seller at least 48 hours prior noticeof the time and rate of requested deliveries. Delivery schedules will be mutually agreed upon between Seller and Buyer. Deliveries will be made to the best of Seller's ability to dispatch, however, Buyer waives any claims associated with any delays in delivery. 5. Buyer must provide suitable approaches to delivery points beyond paved streets... For delivery beyond curb lines, Buyer assumes all liability for damage to vehicles, sidewalks, driveways, pipes, $optic tanks, and/or other property, and Buyer will indemnify and hold Seller harmless from and against any and all liability, loss and expense incurred as a result of such delivery, including but not limited to towing charges, except to the extent caused by Seller's gross negligence or willful misconduct. Buyer waives any right of subrogation against Seller. G. Buyer is responsible fo full payment of, including all costs of disposal and Seller's return charge per truck for. (i) orders not cancelled at least one hour prior to delivery time; (6) concrete delivered due to Buyer's mistake or in excess of requirements; (iii) concrete not deliverable due to unsuitable approaches. 7. Concrete prices and quantities are based upon the wet volume at the time of discharge from the truck, and are not sold "foma measurement" or measured "in place". Yield will be established in accordance with applicable ASTM standards. Buyer will pay all charges incident to inspection or tests made by or on behalf of Buyer 8, Limited Warranty: Buyer is solely responsible for determining the type and quantity of goods to be purchased. Seller warrants that its products will meet or exceed applicable American Society for Testing Materials ("ASTM") and American Concrete Institute ("ACl") standards, when tested in accordance with ASTM and evaluated by ACI standards. Seller will repair or replace any goods supplied by Seller that fail to meet this limited waranty, within one year after delivery thereof. Seller will uphold its warranty obligations under Florida statute 718.203. as applicable. ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED, INCLUDING WITHOUT LIMITATION THE WARRANTIESOF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE, ARE HEREBY EXPRESSLY EXCLUDED. THE REMEDY SET FORTH IN THIS SECTION 8 WILL CONSTITUTE THE SOLE REMEDY OF BUYER UNDER THIS LIMITED WARRANTY. 9. Seller will not be responsible for slump, strength or quality of any concrete to which water or other material has been added by or on behalf of Buyer. Buyer will be responsible to see that the concrete is handled in accordance with best construction practices. Seller has no control over the placing or handling of concrete after unloading and does not guarantee the finished work in which it is used. Buyer will be responsible to prevent concrete after unloading from coming into contact with any material, such as aluminum, which may adversely impact concrete stren{,4h. 10. Buyer will famish any admixtures or ingredients it desires that are not regularly supplied by the Seller in the marketplace. Buyer will be solely respon- sible for the effect of such admixture or ingredients on the concrete. Any extra product which may be required in excess of the mix design quoted, or which may be required to provide workability, strength, setting time or water/cement ratio, will result in an additional ingredient charge payable by Buyer. 1 L Concrete will be batched and delivered in accordance with ASTM C-94. Concrete temperature will be dictated by the environmental and material condi- tions at the time of delivery.. Any requirement beyond these conditions willrequirethe implementation of controlled measures during production at the expense of Buyer. 12. Buyer must give Seller written notice within 48 hours after delivery of any claim against Seller as a result of any alleged nonconforming materials or any other cause whatsoever (other than failure to meet compressive strength, in which event the time for notice will be within 48 hours after the customary tine for analysis of the test cylinder), time being of the essence. Seller will be given reasonable opportunity to investigate all claims. Any failure by Buyer to give written notice within such 48 hour period will be deemed a conclusive waiver by Buyer of all such claims against Seller. t3.'SELLER WILL NOT BE LIABLE UNDER ANY CIRCUMSTANCES FOR ANY SPECIAL, INCIDENTAL, PUNITIVE OR CONSEQUENTIAL DAMAGES INCLUDING, WITHOUT LIMITATION, ANY DAMAGES RELATED TO DELAY, WHETHER BASED ON STATUTE, TORT, CONTRACT, OR OTHERWISE, AND RrIiETHER OR NOTARISING FROM SELLER'S NEGLIGENCE, STRICT LIABILITY OR FAULT. IN NO EVENT WILL SELLER BE RESPONSIBLE FOR DAMAGE DUE TO THE ACTIONS OF OTHERS OR THE FAILURE OF BUYER TO COMPLY WITH ITS OBLIGATIONS. SELLER'S LIABILITY FOR ANY CLAIMS WILL BE LIMITED TO THE PURCHASE PRICE OF THE GOODS SOLD UNDER THIS. CONTRACT. 14. Notice. All notices to Seller will be sent in writing to the sales office issuingthe price quotation, with a copy to Credit Department, 455 Fairway Drive, Deerfield Beach, FL 3344.1. 15. Severability. The unenforceability of any provision of dais Contract will not affect the enforceability of any other provision of this Contract, and each other provision of this Contract will be severable and enforceable to the extent permitted by law. WARNING: CAUSES SKIN IRRITATION- INJURIOUS TO EYES, CONTAINS PORTLAND CEMENT. FRESHLY MIXED CONCRETE MAY CAUSE SKIN IRRITATION OR INJURY. AVOID CONTACT WITH SKIN WHERE POSSIBLE. WASH EXPOSED AREAS PROMPTLY WITH WATER. IF ANY MIXTURES GET INTO THE EYE, RINSE IMMEDIATELY WITH WATER AND GET PROMPT MEDICAL ATTENTION. KEEP OUT OF REACH OF CHILDREN. MATERIAL SAFETY DATA SHEETS (MSDS) ARE AVAILABLE AT WWW.TITANAMERICA.COM. Rev'd 2-08 10/19/2015 09:19 77258964E^ KSM ENGINEERING PAGE 01/01 A%OAW CHLEICHER & MacWILL,IAM ENGINEERING AND TESTING, INC. '-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 1)045-7445 www,ksmengineering.net MEL13OURNE(321)768.8488 .6 E-Mall: KSMWKSMENGINEERING.NET ST. LUCIE.(772).229-9093 FAX (772) $89-6469 CONTRACTOR JOB LOCATION SOIL COMPACTION REPORT ASTM D 1667 and ASTM D 2922 October 13, 2015 06855 Wynne Development 6156 Spanish Lakes Blvd. Spanish Lakes Fairways Ft. Pierce, Florida KSM JOB # : 152239.1 dIBVI]t RECEIVED OCT 19 2015 TEST LOCATION "PEN DRY MAX. DRY PERCENT OF SAMPLE DEPTH• READ DENSITY PROCTOR VALUE COMPACTION T. West 0" - 12" 50 109.9 112.2 98.0 2. South 50 108.8 " 97.0 3. East " 40 108.1 26.3 4. North " 50 107.8 96.1 5. Center i 50 111.4 99.3 Soil Description: RECEIVE Light BrownS'and OCT 19 2015 In Place Moisture: 113.0 I I I I '6.8 Percent : W I I I I I i E I Optimum Moisture:' I I I 112.0 L..—....—.... ..} .. 1 I .. F..—.. }.._.._ 11.0.,Percent H I T Max! Dry Density; I I 1 I @ at Locations The I I I I i A� arietrometer F I I I I n� (e the � 110.0 1—.._..�..—..r.._..r.._...r.._..�..--•- en .5 n Meets I I I I I F l��gi11C �O°p 0 I I I I I 1 i6rSta�� ndptigrro y 109.0—..—..4-.,—..j ..—..1-..—..}..... {,..—..� rt A';Readirlgs fakeito Natural Grade. a 9 10 11 12 13 14 Moisture - % of Dry Weight Mail. to; 8na�d��G.Tcelie� A u T / aT�o. Noe 880 f Julie E. Keller, P.E.: 66306 j _ ,�21 BRADEN & BRAOEN, A. I. A., R. A. cT� N F 'O a0 L -qrchilecfs & `Planners IL 417 COCONUT AVENUE, STUART, FLORIDA 3452E N TELEPHONE: (772] 2B7-0258 FAX (772) 2B7-B2B3 IAAC-000032 St. Lucie County Building Department Permit #: 1506-0551 BD Address: 6156 Spanish Lakes Blvd To whom it may concern, Please note, the ballard shall be 4". If you have any questions please feel free to call me at (772) 287-8258. Th u, I R Braden Brade & Braden AIA PA August 10, 2015 15,0L. - ossl ST. LUCK' COUNTY PIJ9,PTNC DMSION REVLFR'ED FOR COJJFL,L NCE REVIEABD BY ii IUA-I1 DATE �a PLANS AND PERMIT MUST BE ON JOS OR NO INSPECTION NVML BE IMADE, TN4SE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY COMECTIONS EQU'PEO By rIEMNSP-ECTORS THAT [JAY isE NEC':-88AAy W ORDER TO =: COMh LYWIIHALLAPP�lCASLECOQS:7. 0 BRADEN & BRADEN, A. I. A., P. A. -qrchlfecls & nllanners 417 COCONUT AVENUE, STUART, FLORIDA 3499B TELEPHONE: (7721 2B7-B250 FAX (772) 287-B2B3 **AAC-000032 St. Lucie County Building Department Permit # mag5I RE Address: 6156 Spanish Lakes Blvd To whom it may concern, Please note, The concrete strength of the slab shall be 2,500 psL If you have any questions please feel free to call me at (772) 287-8258. Th yo el R Braden Braden & Braden AIA PA RECEI1'7p AUG 0 6 2M July 29, 2015 J %i i% BRADEN 6 BRAD EN, A. I. A., R. A. -qrchilecb & 'P lanners 417 COCONUT AVENUE, STUART, FLORIDA 34996 TELEPHONE: (772) 267-6256 FAX (772) 2B7-E32B3 #AAC-000032 St. Lucie County Building Department Permit # WAR RE Address: 6156 Spanish Lakes Blvd To whom it may concern, Please note, The concrete strength of the slab shall be 2,500 psi. If you have any questions please feel free to call me at (772) 287-8258. Th o D el R Braden Br en & Braden AIA PA I July 29, 2015 Y -'acy Plan Review # I S 06- DS SY 0 2009 INTERNATIONAL % Date: RESIDFNTIAI CODE® Valuation �a S 6 ,2 �y FOR ONE AND TWO FAMII.Y DWELLINGS Fee � � 03 � X 1 PLA:NREVil'IW JURISD1CTION { •vy etldl�gsj �' 'SL,'. wtS'��s„"nq„q! �'�s ;�.'�.:r e u:. 1 'q�?' 9� 3y d A�-Sr1.� s.,ti» •iy Yc ,� M � t N ?i5 �'9` +y'�. � x � +� 4 `i A F 1e�. + a is`^arE'app �um�afs mQpcattltl'ln.pa�ven ,,. � ��ntl�cat�d�n�Mhisje is`rli��f�r�to ihosecodesechor�ss3� �f al dh�,fgdljg� ip'iaco�d�tefafeneese�o,�nrtyon�l tapplicAb�e codasec dnsw�h I �d''t��tcUdofi�d�p� y-d"u�egai��%'rC"lbliefam un a�9 �e,�of;i]aCa1�5,'�j �ma'li n}vbe%y-' pig, �Qtsfior ne`a[rd°twofa�nifydwe1nngsand ; w aaYekaoL�vletl eable�antica 6ao'�ezerc�gi campeCe tid a 7F a -afin s cGoo�ocu its of o ec,�omplia ce"� x�r ° '.w�;� CORRECTION LIST Code No. DESCRIPTION Section 06/10 i CORRECTION LIST Code No. DESCRIPTION Section IM NOTE: Entnes to this Plan Review Record that require a J --.;.lack or Inspection of the installation must he caorolnated with, "—'-�-;pection phase (R109) of the project. E1-:-_DING PLANNING (Chapter 3) DESIGN CRITERIA [Table R301.2(1)] Floor live load (Table R301.5)_ Roof live load (Table R301.6) _ Ground snow load Basic wind speed Wind exposure category (R301.2.1.4) _ High wind design criteria applicable (R301.2.1.1) 1� Seismic design category (SDC) [Figure R301.2(2)] 1V/A Jl-' 14 Two-family dwelling separation (R302.3) psf F,vP Dwelling unit penetrations (R302.4) psf Dwelling/garage opening/penetration protec- psf tion (R302.5) SDC C&D provisions (R301.2.2) ou /A Weathering — Frost line depth N%1 Termite area Decay area IvAq Winter design temperature Ice barrier undedayment required N r9 Flood hazards r✓ In FIRE-RESISTANT CONSTRUCTION (R302) 1✓1A Exterior walls (R302.1, Table R302.1) 1 Townhouse separation (R302.2) IV 14 Continuity and structural independence (R302.2.1, R302.2.4) Parapets and construction (R302.2.2, R302.2.3) ROOM PLANNING REQUIREMENTS (R303 through R300 llvsf Dwelling/garage fire separation (R302.6) ✓) Under -stair protection (R302.7) Wall and ceiling finishes (R302.9) Flame spread index (R302.9.1) Smoke -developed index ,s i/(R302.9.2) Testing (R302.9.3, R302.9.4) v Insulation (R302.10) re*'� Flame spread/smoke-developed (R302.10,11 R302.10.2) Cellulose loose -fill and exposed attic insulation (R302. f0.3, R302.10.4) Testing (R302.10.5) i M, to Fireblocking (R302.11) 1 fV P Draftstopping (R302.12) Combustible insulation clearance (R302.13) Use Area ft2 Width Average ceilin t Minimum ceilin 1 Natural* light Natural ventilation* Living 120 7'4" 7'-0" 514" 8%floor area 4%floor area Dining 70 7'-0" 7'-0" 5'-0" 8%floor area 4%floor area Kitchen N.A. N.A. 7'4" 5'-0" 8%floor area 4%floor area Bedroom 70 7'-0" 7'-0" 5'-0" 8%floor area 4%floor area Bathroom N.A. N.A 7'-0" 5'4" 3 square feet 1112 square feet * See Sections R303.1 & R303.3.for mechanical ventilation and artificial light t 8'-8' m/in/att lumbing fixtures and for non -habitable basements. Z"� Required heating (R303.8) GLAZING (t2308) SANITATIQN (R306 and R307) Water closet Lavatory Tub or shower t/ Kitchen area with sink C/ Sanitary sewer (Chapter 30) M .9 Private disposal (Appendix i) -3- I "So Identification (R308.1) Alif`4 Louvered windows orjalousies (R308.2) .✓.s Human impact loads/hazardous locations (R308.3, R308.4) %� ' Skylights and sloped glazing (R308.6) GA�SAND CARPORTS BUILOING pL NNING (cont'd.) r/�` F (R309) 'oar surface no (R3091) ncombustible,. sloped floor AUTOMATIC FIRE SPRIN Carport. o • KLE floors; Sloped no pen two . �e5' noncombustible Townho R SYSTEMS (R313) (R309.2J uses (R3Y3.1) _ Automatic One- E 14) R3Rp Cy ESCAPErage door opener (R309.4) S KE ALARMS and two family dwellings (R3y3.2 EN MO ) Where AND RESCUE OPENINGS Referenced standards ans required (R310. S'a cation a (R314.1, R3y42 1 Areas 1J and interconnection ) height, width, powers (R3Y4.3J R310,1.4J operations (R310.1. y _ C sour (R314.4) Bars Window wells (R310. CARBON MONOXIDE AL grilles, cove 2) New constructionARMS (R316) Under decksand screens 0 4 (R315, y) and (R3Y .) � Existing construction (R3152) MEANS Porches (R3105) � 2Sta OF EGRESS (R311) �� Referenced standard E eneral (R311. y) FOAM PLASTIC (R302.8, R316 (R315 3) door (R311.2) Labelin ) Landing�!i 9 (R3>62) s 3) exterior -� Surfaco N R311.33) doors burnin 3 _ approval (R31' 3ermal barrier, s v Vertical egress DECAY R3167) Pectflc Cons (R311.4) TERMITE P trucflan and (R31 R318) PROTECTION Hallw attaohment ��'/— �v ays (R311.6 (R311 5J Protection Sta. J ction required width headroo R318. >) (7abfe R301.2 73J m, walkline (R311.7 y Quality mark (R (1)' R3171 <.117.7.4.3) Stairway landin �N (R311.7 5 R311and walking surfaces — Handrails required (R311.7 7 Handrail heicont) -ram Stairway ,,,11,j 3grip size n'l'aY illumination (R303 6, /i Special stairways (R311.03,)R311.7.8) -� Ramp slope, landings, handrails 'ROS (R312) (R311,8) Required for open -sided surfacesstairs , airs roorps and landings grade (R312.1) 301,above 'ght - 36' (R3122) Pening limitations (R3123) SITE ADDRESS 3172 and R318.1.1) �, j,y� (R319) ACCESSISILITy K'119.1) (R320) �✓� Type g ELE dwelling units applicable (R320.1) �/ ORS/PLgTFORM LIFTS (R321) Referenced standards FLOOD-RESISTNT CONSTRUCTION {R322) A (R321.Y-R321,3) General (R322.1) Hazard Ag� R30area and re 3 quire R322.2, R322.3nts (R301.2.4, Des' gn professional (R322.$6) STORM SHELTERS (R323) General and referenced standard (R323 1 ) El 1;)UNDATIONS (Chapter 4) MATERIALS (R402) - Concrete founca.,oii walls (R404.1.2) A/ M ood foundations (R402.1) ?y61 Wall height, unbalanced backfill, nominal Concrete, compressive strength (R402.2) FOOTING 403) oil bearing value (R401.4, R403.1) ooting width (see page 5) Footing edge thickness = 6" minimum; footing projection = 2" minimum, but 5 footing thickness (R403.1.1) / /" Footings in SDC C or D (R403.1.2, R403.1.3 and R403.1.6.1) / /tj Depth below (outside) grade = 12" minimum; but below frost line except for frost pro- tected footings.(R403.1.4, R403.1.4.1 and R403.1.4.2) N !A Sill plate bolting in concrete/masonry = t/,` di- ameter bolts, within 12" but not less than 7 bolt diameters from corner, 7" embedment (R403.1.6) rvSP Footings adjacent to slopes (R403.1.7) t✓ �� Frost protected shallow foundations (R403.3) N (A Footings for precast concrete foundation (R403.4) FOUNDATION WALLS (R404 - R406) thickness (fables R404.1.2(2) - R404.1.2(8), R404.1.5.2] / Horizontal and vertical reinforcement size and T spacing [fables R404.1.2(1) - R404.1.2(8), R404.1.2.2, R404.1.2.3.7] it' _1_191 Stay -in -place forms (R404.1.2.3.6.1) Itf SDC C and D provisions (R404.1.2.4, R404.1.4) / Height above finished grade (R404.1.6) fy (P Sill plate size (R404.3) Al A Precast concrete foundation walls (R404.5) N 0 Drains required if habitable or usable spaces are below grade' (R405) / 6 (01 Soil class (Table R405.1) A/ %I Dampproofing if basements are below grade' (R406.1) i (A Waterproofing if high water table' (R406.2) ' If uninhabitable, see Under -Floor Space (R408) COLUMNS (R407) N / Protection from decay or corrosion (R407.1 and R407.2) N 1A Structural requirements (R407.3) Masonry foundation walls (R404.1.1) N (-I Anchorage (R407.3) Wall height, unbalanced backfill, nominal M I!t Wood columns (minimum 4" square) (R407.3) thickness (fables R404.1.1(1) - R404.1.1(4), R404.1.5.1] Al !A Steel columns minimum 3" diameter, Schad - Reinforcement size and spacing le -!®pipe) R4A7.3! (Tables R404.1.1(2) - R404.1.1(4)] TABLE R403.1 MINIMUM WIDTH OF CONCRETE, PRECAST.OR MASONRY FOOTINGS (inches)' LOAD -BEARING VALUE OF SOIL s 1,500 2,000 3,000 z 4,000 Conventional light -frame construction 1-sto 12 12 12 12 2-story 15. 12 12 12 3-story 23 17 12 12 44nch brick venjer over light fame or 8-Inch hollow concrete masonry 1-sto 12 12 12 12 2-story 21 16 12 12 3-story 32 24 16 12 8-Inch solid or fullV grouted masonry 1-story 16 12 12 12 2-story 29 21 14 12 3-story 42 32 21 16 For Si: 1 Inch = 25.4 mm, 1 pound per square foot = 0.0479 kPa a. Where minimum fooling width Is 121nches, a single wythe of solid or fully grouted 12—Inch nominal concrete masonry units is permitted. -5- FOUNDATIONS (cont'd.) UNDER -FLOOR SPACE (R408) Removal of debris (R408.5) Ventilation (R408.1 and R408.2) Finished grade (R408.6) Unvented crawl space (R408.3) Flood resistance (R408.7) Access (R408.4) FLOORS (Chapter 5) WOOD JOISTS AND GIRDERS (R502) PARTICLEBOARD UNDERLAYMENT (R503.3) OV1A Species and grade (R502.1) Grade (R503.3.1) N M Joists — Sleeping areas, LL = 30 psf fr1 Thickness (R503.3.2) [Table R502.3.1(1)] e N )� Installation [fable R602.3(1)] Joists — Nonsleeping areas, LL = 40 psf �, [Table R502.3.1(2)] TREATED -WOOD FLOORS (ON GROUND) (R504) i / " 1A Cantilevered joists (Tables R502.3.3(1) and Base course: 4" thick with maximum 3/4" f R502.3.3(2)] // gravel or 1/," crushed stone (R504.2.1) IVl *4 Girder spans and header spans for exterior �/ y Moisture barrier: placed over base course bearing walls [fable R502.5(1)] F " r— (R504.2.2) u Girder spans and header spans for interior Materials (R504.3) bearing walls [Table R502.5(2)] NfP Joists under bearing partitions (R502.4) STEEL FLOOR FRAMING (R505) /v Bearing (1.5" minimum on wood or metal; 3" on Cold -formed steel; applicability limits; in -line masonry or concrete) and lapped joists (3") // framing (R505.1) / (R502.6, R502.6.1) /l a"1 Structural framing (R505.2) Lateral restraint and bridging (R502.7, Material (R505.2.1) R502.7.1) Identification (R505.2.2) �4'attt�nUYr,`rfirrg-`f=c'5 r�V 1A Fastening (R502.9) /'/ eA Framing of openings (R502.10) l /A Wood trusses (R502.11) JV I 1� Draftstopping (R502.12) LUMBER FLOOR SHEATHING (R503.1) Allowable span (Table R503.1) End joints (R503.1.1) WOOD STRUCTURAL PANEL SHEATHING (R503.2) Grade (R503.2.1) Thickness (R503.2.1) Allowable spans (Tables R503.2.1.1(1) and R503.2.1.1(2)] Installation [fable 602.3(1)] Corrosion protection (R505.2.3) Fastening (R505.2.4) Floor construction (R505.3) CONCRE FLOORS (ON GROUND) (R506) Thickness: 31/2" minimum; Concrete strength I//�1 port: ) Support: prepared subgrade; maximum earth fill = 8"; maximum sand or gravel fill = 24" CZ1506.2.1) Base course: 4" graded with 2" maximum aggregate (R506.2.2) %LV3 /° Vapor retarder (R506.2.3) A-IJ R Reinforcement support (R506.2.4) S:D _, .L CONSTRUCTION (Chapter 6) GENERAL (R601) ✓/ Design (R601.2) =Component and cladding wind loads / [Table R301.2(2)] 4- r L Vapor retarders (R601.3) WOOD CgNSTRUCTION (R602) Construction (Figures R602.3(1) and R602.3(2)] I n15 P Stud grade (R602.2) Exterior walls (R602.3) Stud spacing [R602.3.1, Table R602.3(5)] Interior load -bearing walls (R602.4) LL Interior nonbearing walls: 2" x 3" at 24" o.c. or 2" x 4" flat at 16" o.c. (R602.5) I r✓5� Drilling and notching — studs (R602.6) Drilling and notching — top plate (R602.6.1) Headers (Tables R502.5(1), R502.5(2), R602.7.2 and Figure R602.7.2] Fireblocking (R602.8, R302.11) //"'J Cripple walls (R602.9) Wall bracing, braced wall lines, lengths, connections, support and joints (R602.10, R602.10.1, R602.10.31 R602.10.6 - r R602.10.8) (Table R602.10.1.2(1)] Njg Bracing based on SDC [Table R602.10.1.2(2)] Intermittent bracing methods (R602.10.2, Table R602.10.2) N t� Continuous sheathing (R602.10.4, R602.10.5) N t�} Bracing for SDC C and D (R60210.1.4.1, R602.10.1.5, R602.11) Wall bracing for stone and masonry veneer (R602.12) STEEL WALL FRAMING (R603) General (R603.1) Structural framing (R603.2) -7- Material (R603.2.1) Identification (R603.2.2) Corrosion protection (R603.2.3) Fastening (R603.2.4) Wall construction (R603.3 - R603.5) Headers (R603.6) Studs, tracks and structural sheathing (R603.7 - R603.9) SHEATHING (R604 and R605) Wood structural panels (R604) Particleboard (R605) MASON ONSTRUCTION (R606 - R610) General design (R606) � ✓A DC C and D (R606,12) !// Unit masonry (R607) 1.4 Multiple wythe masonry (R608) Grouted masonry (R609) Glass unit masonry (R610) EXTERIOR CONCRETE WALL CONSTRUCTION (R611) Applicability (R611.2) Concrete wall systems (R611.3) rorms (Hui Materials, construction details (R611.5 - R611.10) EXT�WINDOWS & DOORS (R612) General; window sills; performance; testing and labeling (R612) STRUCTURAL INSULATED PANEL WALL CONSTRUCTION (R613) Applicability (R613.2) Materials (R613.3) Wall panels, construction details (R613.4 - R613.10) WALL COVERING (Chapter 7) INTERIOR WALL COVERING (R702) ✓V /A Plaster material (R702.2) / */ Plaster support (R702.2.3) t/ Gypsum board material (R702.3.1) d✓SP Gypsum board support, application and / fastening (R702.3.2 - R702.3.8) V Ceramic tile (R702.4) N A Other finishes (R702.5 and R702.6) EXTERIOR WALL COVERING (R703) r/RIWater-resistive barrier (R703.2) IV Id Wood siding (R703.3) /✓ 69 Attachment and minimum thickness (Table R703.4) fl P' Wood shakes and shingles (R703.5) &- Exterior plaster (R703.6) AI % Stone & masonry veneer (R703.7 & Figure R703.7); Steel angle lintels-4" minimum K� bearing each end (R703.7.3) Veneer ties: #9 U.S. gage wire or #22 U.S. gage by 718"corrugated metal; 24" o.c. maximum horizontal spacing; 2.67 square feet maximum area supported (wind > 30 psf and SDC C or D; maximum area = 2 square feet) (R703.7.4.1) /VM Flashing (R703.7.5 and R703.8) Exterior insulation and finish systems (R703.9) Fiber cement siding (R703.10) — 4 Vinyl siding (R703.11) ROOF -CEILING CONSTRUCTION (Chapter 8) GENE R801) esign (R801.2 and R801.3) Component and cladding wind loads [Table R301.2(2)] ROOF FRAMING (R802) Alld Fire -retardant -treated wood (R802.1.3) W Framing details (R802.3) 0� Collar ties (4' o.c., in upper third of attic) (R802.3.1) N Purlins (2" x 4" at 4' o.c. minimum) (Figure R802.5.1, R802.5.1) f 11SIO Bearing (R802.6) Cutting and notching (R802.7) /rvSP Engineered wood products (R802.7.2) /4 5'f Lateral support and bridging (R802.8) w" ? Framing of openings (R802.9) Wood trusses (R802.10) f`�J/' Roof tie -down (R802.11) CEILING JOISTS [Tables R802.4(1), R802.4(2)] Without attic storage, LL = 10psf With attic storage LL = 20psf Spacing M Species Grade Span Size RAFTERS [Tables R802.5.1(1) - R802.5.1(8)] Ground snow load/LL = 20psf Controlling design (LL or snow) Ceiling not attachediceiling attached Spacing Species Grade Span Size Hr/HR; Adjustment factor ROOF SHEATHING (R803.2) hThickness �TW allowable stresses/grading Allowable spans [Table R503.2.1.1(1)] /. N54f Installation (R803.2.3) ROOF -CEILING CONSTRUCTION (cont°d.) STEEL ROOF FRAMING (R804) Roof construction (R804.3) General (R804.1) d ! Roof tie -down (R804.3.9) Structural framing (R804.2) ROOF VENTILATION (R806) Material (R804.2.1) PeVEVentilation requirements (R806.1-R806.4) Identification (R804.2.2) ATTICCESS (R807) Corrosion protection (R804.2.3) d/ Access requirements (807.1) Fastening (R804.2.4) ROOF ASSEMBLIES (Chapter 9) ROO_F �C SIFICATION (R902) r/ Roof covering materials (R902.1) WEATHER PROTECTION (R903) /t 5J Flashing (R903.2) +V_ Coping (R903.3) 01/4C Roof drainage (R903.4) /N f-T- Hail exposure (R903.5) MATERIAL-(R904) y/ Compatibility; specifications; physical characteristics; identification (R904.2 R904.4) REQUIREMENTS FOR ROOF COVERINGS (13905) b./kf Slate and slate -type shingles (R905.6) /N Wood shingles (R905.7) Wood shakes (R905.8) A//W Built-up roofs (R905.9) Metal roof panels (R905.10) f- /9- Modified bitumen roofing (R905.11) N M Thermoset single -ply roofing (R905.12) Thermoplastic single -ply roofing (R905.13) /.4tf Sprayed polyurethane foam roofing (R905.14) N Liquid -applied coatings (R905.15) ROOF INSULATION (R906) f�14 General (R906.1) il'(A Clay and concrete tile (R905.3) Materials and methods (R907.1) 14 Metal roof shingles (R905.4) � Structural support (R907.2) Mineral -surfaced roll roofing (R905.5) Recover vs replace (R907.3) CHIMNEYS AND FIREPLACES (Chapter 10) MASONRY FIREPLACES (R1001) Construction (Figure R1001.1 and Table R1001.1) SDC D reinforcing/anchorage (R1001.3 and R1001,4) Firebox walls and dimensions (R1001.5 and R1001.6) Steel fireplace units (RI 001.5.1) Lintel (noncombustible) (R1001.7) Hearth extension material (R1001.9) /yj� Hearth extension (R1001.10) / 1 r Fireplace clearance (R1001.11) &I Fireblocking (R1001.12) MASONRY CHIMNEYS (R1003) Construction (Table R1001.1, R1003.2, R1003.3, and Figure R1001.1) Corbeling (R1003.5) CHIMNEYS AND FIREPLACES (coat°d.) Changes in dimension (R1003.6) Chimney clearance (R1003.18) Additional load (R1003.8) Fireblocking (R1003.19) Termination (R1003.9) Chimney crickets (R1003.20) Spark arrestors (Ri003.9.1) FACTORY -BUILT FIREPLACES (R1004) Wall thickness; >_ 4" (R1003.10) Listed and labeled (R1004.1) /+F e lining - materiallinstallation (R1003.11 11) Installation (R1004.2) nd R1003.12) — ltiple flues (R1003.13) FACTORY -BUILT CHIMNEYS (R1005) Flue area (appliance) (R1003.14) Flue area (masonry fireplace) (R1003.15) Inlet (R1003.16) Cleanout opening (R1003.17) Listed and labeled (R1005.1) Installation (R1005.3 and R1005.4) EXTERIOR AIR SUPPLY (R1006) 4"Intake size (R1006.2, R1006.4) ENERGY EFFICIENCY* Z0111ding r 11) P/ Compliance; material and equipment envelope (N1102) (N1101.2, N1101.3) Mechanical systems (N1103) Climate zone (Table N1101.2) `See energy conservation plan review record MECHANICAL (Chapters 12-23) Appliance labeling (M1302, M1303) Chimney and vent location and terminations i niC� __.:____ _____ .. , ... < (Chapter 10 and Chapter 18) Ov ppliance installation (M1307) cooling equipment; heating g load calculations (Chapter 14) Exhaust systems (Chapter 15) Duct systems (Chapter 16) Ey /A Combustion air (Chapter 17) Boilers/waterheaters (Chapter20) /' 4A Hydronic piping (Chapter 21) f/ /-r Special piping and storage systems (Chapter 22) �Q Solar systems (Chapter 23) / t Penetrations of fire -resistance rated assem- blies (R302.4, R302.5) FUEL GAS (Chapter 24) Application (G2401.1) Clearances (G2409) General regulations (G2404) Electrical and electrical bonding (G2410, Appliance location (G2406) G2411) Air requirements (G2407) Pipe sizing (G2413) Installation (G2408) Piping materials (G2414) -10- FUEL GAS (cont'd) Piping installation (G2415 and G2419) Venting (G2426 G2429) C^-� Piping support (G2418 and G2424) % Misc appliances (G2423, G2425, G2430 - �V��n G2453) ' l ` ; Valves, controls, connections (G2420, G2421 and G2422) PLUMBING (Chapters 25-33) /�f P Water service location and depth (P2603, P2604) Sanitary and storm sewer location and depth (P2603, P2604) ev3'� Piping support (Table P2605.1) Listed plastic materials (P2608) Plumbing fixtures (Chapter 27) 7°`S/' Water heater size and location (Chapter 28) N f Water supply and distribution system design JJ and calculations (Chapter29) r' Dwelling unit fire sprinkler systems (P2904) NFPA 13D system (P2904.1) Temperature rating (P2904.2. i, P2904.2.2) Freezing protection (P2904.2.3) Sprinkler coverage (P2904.2.4) Piping materials (P2904.3) fvz::Flow rates (P2904.4.1, P2904.4.2) Water supply capacity (P2904.5.2) Pipe sizing (P2904.6) Drain, waste and vent pipe sizing and riser diagram (P3004, P3005, Chapter31) Sumps and ejectors (P3007) ✓✓ % Backwater valves (P3008) f- iR Fixture traps (P3201) i141 Storm drainage (Chapter33) )N re Penetrations of fire -resistance rated assem- blies (R302.4, R302.5) ELECTRICAL (Chapters 34-43) Penetrations of fire -resistance rated assem- Wiring methods (Chapter38) blies (E3402.2) N Required lighting and receptacle outlets 51 .�isted and labeled materials (E3403) (E3901, E3903) ervice equipment and location (E3405, E3601, E3606), ervice size and load calculations (E3602) a fault current (E3606) grounding (E3607) equired branch circuits (E3703) Feeder requirements and load calculations (E3704) f NiP Ground -fault and arc -fault circuit -interrupter protection (E3902) Devices and lighting fixtures (Chapter 40) % A-Y!" Appliance installation (Chapter4l) N (A Swimming pools (Chapter42) P 11 i`% Class 2 remote -control, signaling and power -lim- ited circuits (Chapter 43) MANUFACTURED HOUSING USED AS DWELLINGS (Appendix E) / v Provisions adopted (R102.5) A Compliance with Appendix E verified ' RADON CONTROL MEASURES (Appendix F) Provisions adopted (R102.5) Compliance with Appendix F verified SWIMMING POOLS, SPAS AND HOT TUBS (Appendix G) Provisions adopted (R102.5) Compliance with Appendix G ve ified i PPfr10 DOVE S (Appendix H) Provisions adopted (R102.5) / Comp ' nce with Appe ix H verified i PRIV E SEWAG� DISPOSAL ppendix /thAppendix 1 Provisions adopted (R10 .5) 1 Compliance I verified EXISTI G BUILDINGS ANDS RUCTURES ( pendi ") Provisions adopted R102.5) Co pliance wit ppendix J erified i SOUND TRAIV MISSION (Appendix K) i. Provisions adoo d (R102.5) Complia 'e with Appendix K verified HD DAY 11R —R3 11CCl IPANCV Appendix M) _- --- --_ -_ Provisions adopted (R102.5) Compliance with Appendix M verified 12- WYNNE BUILDING CORPORATION 8000 South U.S. #1 Suite 402 Port St. Lucie, FL 34952 Spanish Lakes Communities Division Port Saint Lucie July 7, 2015 To: St. Lucie County Building Dept. Attn: William Durden Re: 6156 Spanish Lakes Blvd. Permit # 1506-0551 In regards to the oned permit, the Roof Underlayment that will be used is Titaniuiln UDL-25 Plus - NOA# 14-0603.18. If there are any q Thank you, Matthew I can be reached at (772) 878-5513. Miami Division Miami Telephones: Port Saint Lucie (772) 878-5513 Miami (305) 235-3175 Coum DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE LOA) Interwrap, Inc. 32923 Mission Way Mission, BC, Canada V2V-6E4 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T(786)315-2590 F (786) 31525-99 www.miamidarlexov/economy This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TT, UDL TF, UDL TTMC-300, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 13-0610.01 and consists of pages 1 through 5. The submitted documentation was reviewed by Alex Tigera. /el,'F NOA No.: 14-0603.18 Expiration Date: 08/08/18 Approval Date: 06/11/15 Page 1 of 5 ROOFING COMPONENT APPROVAL Cateeory: Roofing Sub-Cateaory: Underlayment Material: Polypropylene SCOPE: This acceptance is for Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TT, UDL TF, UDL TTMC-300, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments as described in this Notice of Acceptance, for use with approved prepared roof assemblies where ASTM D226 Type underlayment is specified and installed with prescribed approved fasteners and fastener densities. Designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code PRODUCT DESCRIPTION: Product Dimensions Titanium® UDL-25 PLUS 48" x 250' rolls Manufacturing Location #1 & #3 Test Specification Product Description ASTM D226 Woven synthetic polymer underlayment with one Type I & H side coated with UV protected and slip resistant polymer stabilized polypropylene on both sides. Titanium®UDL-30 48" x 250' rolls ASTM D226 Woven synthetic polymer underlayment with two Manufacturing Type I & II sides coated with UV protected and slip resistant Location #1& #3 polymer stabilized polypropylene on both sides. Titanium® UDL-50 48" x 250' rolls ASTM D226 Woven synthetic polymer underlayment with two Manufacturing Type I & II sides coated with UV protected and slip resistant Location #1& #3 polymer stabilized polypropylene on both sides. UDL TT 48" x 250' rolls ASTM D226 Woven synthetic polymer underlayment with one Manufacturing Type I & II side coated with UV protected and slip resistant Location 91 polymer stabilized polypropylene on both sides. UDL TF 48" x 250' rolls ASTM D226 Woven synthetic polymer underlayment with two Manufacturing Type I & II sides coated with UV protected and slip resistant Location #1 polymer stabilized polypropylene on both sides. UDL TTMC-300 48" x 250' rolls ASTM D226 Woven synthetic polymer underlayment with two Manufacturing Type I & II sides coated with UV protected and slip resistant Location #2 polymer stabilized polypropylene on both sides. RhinoRoof U10 42" x 286' rolls ASTM D226 Woven synthetic polymer underlayment with two Manufacturing Type I & II sides coated with UV protected and slip resistant Location #3 polymer stabilized polypropylene on both sides. NOA No.: 14-0603.18 Expiration Date: 08/08/18 Approval Date: 06/11/15 Page 2 of 5 RhinoRoof U1.5 42" x 286' rolls ASTM D226 Woven synthetic polymer underlayment with two Manufacturing Type I and II sides coated with UV protected and slip resistant Location #3 polymer stabilized polypropylene on both sides. RhinoRoof U20 42" x 286' rolls ASTM D226 Woven synthetic polymer underlayment with two Manufacturing Location #3 Type I and II sides coated with UV protected and slip resistant polymer stabilized polypropylene on both sides. Titanium UDL25 48" x 250' rolls ASTM D226 Woven synthetic polymer underlayment with two Manufacturing Location #3 Type I and H sides coated with UV protected and slip resistant polymer stabilized polypropylene on both sides. RhinoRoof RSA 36" x 67' rolls ASTM D1970 Unreinforced polymer modified bitumen material Manufacturing Location #4 adhered to the underside of a polymer -coated, synthetic woven sheet. The underside is backed with a release film. MANUFACTURING LOCATIONS: 1. MLI 2. ML2 3. ML3 4. ML4 EVIDENCE SUBMITTED: Test APency Test Identifier Test Name/Report Date Intertek Testing Services #3031783 TAS 104 02/19/03 3119607COQ-003B ICC-ES AC48 02/20/08 3124826-01 ASTM E108 02/19/08 3124826MID-007 ASTM E108 02/25/08 311801000Q-003 ASTM D226 02/20/08 3130639COQ-002A ASTM D226 02/20/08 3146738COQ-003A ASTM D226 06/20/11 3146738COQ-003B ASTM D 1876/ TAS 117 03/28/08 101465036COQ-001 ASTM D1970 06/27/14 100539395COQ-006 ASTM D226 06/02/14 101863861COQ-OOIA ASTM D226 10/28/14 101823107COQ-011 ASTM D226 12/09/14 Trinity I ERD 115010.05.10 ASTM D4798 / D226 05/14/10 138010.08.11 ASTM D226 08/11/11 135520.08.11 ASTM D2523 / D1781 08/17/11 NOA No.: 14-0603.18 Expiration Date: 08/08/18 Approval Date: 06/11/15 Page 3 of 5 INSTALLATION SPECIFICATIONS: Titanium@ UDL-25'PLUS, Titanium® UDL-30, Titanium' UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments 1. Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments shall be installed in strict compliance with applicable Building Code. 2. Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments shall be installed with a minimum 4-inch head lap in a shingle layer fashion. 3. Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, and Titanium UDL25 Synthetic Underlayments shall be fastened with Miami -Dade approved corrosion resistant tin -caps and 12 gauge 1 '/4" annular ring -shank nails, spaced 6" o.c. at all laps and three staggered rows fastened 12" o.c. in the field of the roll. 4. Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments may be used with Asphaltic shingles, Wood shakes and shingles, Non-structural metal roofing, and quarry slate. Titanium' UDL-30, Titanium' UDL-50; UDLTTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25 and RhinoRoof RSA Synthetic Underlayments shall not be used as roof tile underlayments. 5. For Roof Tile applications; Titanium® UDL-25 PLUS may be used as an anchor sheet in roof tile applications when used in combination with a top membrane layer, consisting of a Miami -Dade approved TAS 103 self - adhering underlayment. (See current NOA listing of approved TAS 103 self -adhering underlayment for installation guidelines and limitations of use). 6. For fire classification of specific roof assemblies Titanium® UDL-50, UDL TTMC-300, UDL TT, UD Titanium UDL25, and RhinoRoof RSA Synthetic Materials Directory for fire ratings of this product. BUILDING PERMIT REQUIREMENTS: L using Titanium® UDL-25 PLUS, Titanium® UDL-30, TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Underlayments-refer to a current Approved Roofing Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this material. MIAMI-DADE COUNTY E,0 1 NOA No.: 14-0603.18 Expiration Date: 08/08/18 Approval Date: 06/11/15 Page 4 of 5 LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. 3. Titanium' UDL-25 PLUS, Titanium' UDL-30, Titanium' UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments shall be applied to a smooth, clean and dry surface with deck free of irregularities. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. 4. Titanium' UDL-25 PLUS, Titanium' UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments shall not be hot mopped, refer to manufacturer's published literature for product compatibility. 5. Titanium' UDL-25 PLUS, Titanium' UDL-30, Titanium' UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments shall not be applied over an existing roof membrane as a recover system. 6. Titanium' UDL-25 PLUS, Titanium' UDL-30, Titanium' UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments shall not be left exposed as a temporary roof for longer than 30 days of application. 7. UDL TTMC-300 Synthetic Underlayment shall not be left exposed as a temporary roof for longer than 180 days of application. 8. Titanium' UDL-25 PLUS, Titanium' UDL-30, Titanium' UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments are components used in roof system assemblies. Roof system assemblies are approved under a specific Notice of Acceptance. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. 9. Titanium' UDL-25 PLUS, Titanium' UDL-30, Titanium' UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments may be used with any approved roof covering Notice of Acceptance listing Titanium' UDL-25 PLUS, Titanium' UDL-30, Titanium' UDL-SO, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments as a component part of an assembly in the Notice of Acceptance. If Titanium' UDL-25 PLUS, Titanium' UDL- 30, Titanium' UDL-SO, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments are not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. 10. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. I1. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 14-0603.18 Expiration Date: 08/08/18 Approval Date: 06/11/15 Page 5 of 5 MIN..... Gl�I.-;? FRONT S/f SIDES _," CNR SIDZU . REAR / Sl ZNG. TECH. dfl I J S All 1 C 21' PA+1 o dam' !(o� N m L CT- 6/s_�Ali/SA Zake S' 3LL/b-, rA 0 ptpe-k w ,9,aj (�,-Z� iS FORMA05-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: WYNNE CA TON 70Ili \ Builder Name: WYNNE Street: �� Q�`Sh �q��.QS Permit Office:a� ck City, State, Zip: PORT ST. LUCIE , FL, 34983 Permit Number. - +Srk '��` °� � �� { Owner: Jurisdiction: t rr::• r Design Location: FL, Fort Pierce NQyT 1. New construction or existing New (From Plans) 9. Wall Types (1788.5 qft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block- Int Insul, Exterior R=5.0 1788.50 ft2 b. N/A R= ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d. NIA R= ft2 10. Ceiling Types (1720.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1720.00 ft2 6. Conditioned floor area above grade (ft2) 1720 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(118.5 sqft.) Description Area a. Sup: Attic, Rel: Attic, AH: Attic 6 176 a. U-Factor: Sgl, U=1.30 118.50 ft2 SHGC: SHGC=0.50 b. U-Factor: NIA ft2 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 41.5 SEER:15.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 41.5 HSPF:8.70 SHGC: Area Weighted Average Overhang Depth: 0.624 ft. Area Weighted Average SHGC: 0.500 14. Hot water systems a. Electric Cap: 40 gallons 8. Floor Types (1720.1 sqft.) Insulation Area a. Slab -On -Grade Ede Insulation R=0.0 1720.10 ft2 EF: 0.900 9 b. Conservation features b. NIA R= ft2 None c. N/A R= ft2 15. Credits None Glass/Floor Area: 0.069 Total Proposed Modified Loads: 30.18 PASS Total Standard Reference Loads: 39.33 I hereby certify that the plans and specifications covered by Review of the plans and o4 iE this calculation are in cgippliance with the Florida Energy specifications covered by this Code. calculation indicates compliance CO- with the Florida Energy Code. 1• PREPAR Ry, Before construction is completed DATE: this building will be inspected for 3 compliance with Section 553.908 /11 I hereby certify that this bumunD, as d i e , ' 'n c'mpliance Florida Statutes. with the Florida Enerovxoda CDb OWNER/ACFNT• BUILDING OFFICIAL: DATE: DATE: - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with 403.2.2.1.1. - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 7/30/2012 4:20 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 6 PROJECT Title: Building Type: Owner: # of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: WYNNE CARLTON 70 III Bedrooms: 3 User Conditioned Area: 1720 Total Stories: 1 1 Worst Case: No WYNNE Rotate Angle: 0 Cross Ventilation: No Whole House Fan: No Single-family New (From Plans) Address Type: Lot # Block/SubDivision: PlatBook: Street: County: City, Slate, Zip: Street Address St. Lucie PORT ST. LUCIE , FL, 34983 CLIMATE / V Design Location IECC Design Temp TMY Site Zone 97.5 % 2.5 % int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Fort Pierce FL ST_LUCIE_CO_INTL 2 39 90 70 75 722 62 Low BLOCKS Number Name Area Volume 1 Block1 1720 13760 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1720 13760 Yes 2 3 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 179 ft 0 1720.06 ft __ 0 0 1 ROOF # Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Pitch Tested Insul. (deg) 1 Gable or Shed Composition shingles 1813 ft' 286 ft' Medium 0.5 N 0.9 No 0 18.4 ATTIC V/ # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1720 ft' N N CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 71 1 Under Attic (Vented) Main 30 1720 ft' 0A Wood vmm�n�n enn one PmarnuPniinaM I ICA - m.R.e9n1n R.Hinn An6 A 1 Cmmnliant Snflwarp Pan. 9 of 5 WALLS Adjacent Space Cavity Width Ft In Ft -YPPa Height Sheathing FramiR--Vahe In F 'Jing Solar Below 1 N Exterior Concrete Block - Int Insul Main 5 69 6 8 6 590.75 ft2 0 0 0.8 0 _ 2 N Exterior Concrete Block - Int Insul Main 5 2 6 8 0 20 ft2 0 0 0.8 0 3 E Exterior Concrete Block - Int Insul Main 5 19 6 8 0 156 ft2 0 0 0.8 0 4 S Exterior Concrete Block - Int Insul Main 5 56 1 8 0 448.6666 0 0 0.8 0 _ 5 W Exterior Concrete Block - Int Insul Main 5 38 3 8 6 325.125 it 0 0 0.8 0 6 S Exterior Concrete Block - Int Insul Main 5 31 0 8 0 248 112 0 0 0.8 0 DOORS # Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E Wood Main None 0.6 3 0 7 0 21 ft- 2 - Wood Main None 0.39 3 0 7 0 16.25 ft2 WINDOWS Orientation shown is the entered Proposed orientation. Wall Overhang V # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 N 1 Metal Single (Tinted) Yes 1.3 0.5 24 ft2 0 it 6 in 0 it 0 in None None 2 E 3 Metal Single (Tinted) Yes 1.3 0.5 20 ft2 1 ft 0 in 0 ft 6 in None None 3 S 4 Metal Single (tinted) Yes 1.3 0.5 12 ft2 1 It 0 in 0 It 6 in None None 4 W 5 Metal Single (Tinted) Yes 1.3 0.5 30 ft2 1 ft 0 in 0 ft 6 in None None 5 W 5 Metal Single (tinted) Yes 1.3 0.5 32.5 ft2 0 It 0 in 0 ft 0 in None None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 382.8 ft2 382.8 ft2 64 it 8 ft 1 INFILTRATION # Scope Method SLA CFM 50 EL A EgLA ACH ACH 50 1 Wholehouse Best Guess 0.000500 2255.7 123.84 232.89 0.3650 9.8363 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF: 8.7 41.5 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 15 41.5 kBtu/hr cfrrt 0.8 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.9 40 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Carl # Company Name System Model # Collector Model # Area Volume FEF None None ft2 DUCTS — Supply — — Return — Air Percent HVAC # V # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage ON RLF Heat Cool 1 Attic 6 176 ft' Attic 130 ft' Default Leakage Attic (Default) (Default) % 1 1 TEMPERATURES Programabl[(e Thermostat: N Cfreiling Fans: Cooling Jan Venting Feb H Feb �(X Mar f[ Apr Apr May n u Jul May rj Jun rj Jul AugIIXNov[rX'� r] �X� Nov Dec [ ]Jan [X� [X� [ ` Aug Sep Occtt X[ ] v Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 so 80 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 80 so 78 78 78 78 78 78 78 78 Heating (WD) AM 65 65 65 65 65 65 65 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 Heating (WEH) 68 68 68 68 68 68 68 68 68 PM 68 68 68 7/3n/9n1 9 A•9n PM Pnamvr:auneGil I ISA - RoRoc9ntn CoMinn dnF d 1 r.mmnlinnl 9ni &— o.._,. 1 _1 c . FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: PERMIT #: PORT ST. LUCIE, FL, 34983 � MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full detail{. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) ~ CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC -rated as meeting ASTM E 283. Windows and doors = 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors & outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat & 403.1 At least one thermostat shall be provided for each separate heating and controls cooling system. Where forced -air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric) or shutoff (gas). Circulating system pipes insulated to = R-2 + accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower (HP) of = 1 & Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor -retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site -recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82% after 4/16113). Heat pump pool heaters minimum COP= 4.0. Cooling/heating 403.6 Sizing calculation performed & attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat >10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. �nnnn» enn oen i ice - m�oe ,nin ce,d;,,,, enc w I r.......11-1 c..rw...,.,, ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 77 The lower the EnergyPerformance Index, the more efficient the home. , PORT ST. LUCIE, FL, 34983 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft') 7. Windows— Description a. U-Factor: Sgl, U=1.30 SHGC: SHGC=0.50 b. U-Factor: N/A SHGC: c. U-Factor: NIA SHGC: d. U-Factor: NIA SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: B. Floor Types a. Slab -On -Grade Edge Insulation b. N/A c. N/A New (From Plans) 9. Wall Types Insulation Area Single-family a. Concrete Block - Int Insul, Exterior R=5.0 1788.50 ft' b. N/A R= ft' 1 c. N/A R= ft' 3 d. N/A R= fta No 10. Ceiling Types Insulation Area a. Under Attic (Vented) R=30.0 1720.00 ft' 1720 b. N/A R= ft' Area c. N/A R= fp 118.50 ft' 11. Ducts R ft' a. Sup: Attic, Ret: Attic, AH: Attic 6 176 ft' 12. Cooling systems kBtu/hr Efficiency ft' a. Central Unit 41.5 SEER:15.00 ft' 0.624 ft. 0.500 Insulation Area R=0.0 1720.10 ft' R= ft R= ft' 13. Heating systems a. 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 fe res which will be installed (or exceeded) in this home before final inspection. Oth is , a ew EPL Display Card will be completed based on installed Code compliant f t ` Builder Signature: Date: Address of New Home: art t 5 kBtu/hr Efficiency 41.5 HSPF:8.70 T�F ns : .9 None "Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating., Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. "Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Project Summary Job: wrightsoft" � � Date: JULY25,2012 Entire House By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST, LUCIE. FL 34983 Phone; 772-878-2799 Faz: 772-785-9144 Web: comforicontrolofslc.com Project• • For: CARLTON 70111 BEDROOM, WYNNE BUILDING CORP. PORT ST. LUCIE, FL 34983 CQ�Sb ��s`n�L\c.os�l✓� LE cu- DesignNotes: • • Weather: Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TO 28 OF Heating Summary Structure 17435 Btuh Ducts 4298 Btuh Central vent (37 cfm) 1143 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 22876 Btuh Infiltration Fort Pierce, FL, US Method Simplified Construction quality Average Fireplaces 0 Heatingg Coolingg Area(ft' 1720 1720 Volume �ft') 14858 14858 Air changes/hour 0.38 0.20 Equiv. AVF (cfm) 94 50 Heating Equipment Summary Make Carrier Trade COMFORT 15 PURON HP Model 25HCB536A30 AHRI ref no3032420 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8.5 HSPF 36000 Btuh @ 470F 28 OF 1180 cfm 0.054 cfm/Btuh 0 in H2O Summer Design Conditions Outside db 90 OF Inside db 75 OF Design TD 15 OF Daily range Relative humidity L 50 % Moisture difference 61 gr/lb Sensible Cooling Equipment Load Sizing Structure 18569 Btuh Ducts 5276 Btuh Central vent (37 cfm) 612 Btuh Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Equipment sensible load 23235 Btuh Latent Cooling Equipment Load Sizing Structure 2469 Btuh Ducts 1535 Btuh Central vent (37 cfm) 1552 Btuh Equipment latent load 5556 Btuh Equipment total load 28790 Btuh Req. total capacity at 0.70 SHR 2.8 ton Cooling Equipment Summary Make Carrier Trade COMFORT 15 PURON HP Cond 25HCB536A30 Coil FX4DN(B,F)037 AHRI ref no3032420 Efficiency 12.7 EER, 15 SEER Sensible cooling 24780 Btuh Latent cooling 10620 Btuh Total cooling 35400 Btuh Actual air flow 1180 cfm Airflow factor 0.049 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.81 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. WI'1 t1t50ft' 2012-Aug-0220:38:19 9 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 1 �� E:Mdghtsoft HVAMWynne Corp\WYNNE CARLTON 70 Ill.rup Calc = M.18 Front Door faces: W Load Short Form Job: wrightsoft• Date: JULV 25, zolz Entire House By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax 772-785.9144 Web: comfonconlrolofslc.com For: CARLTON 70 III BEDROOM, WYNNE BUILDING CORP. PORT ST. LUCIE, FL 34983 Design Information Htg Clg Infiltration Outside db (OF) 42 90 Method Simplified Inside db (OF) 70 75 Construction quality Average Design TD (OF) 28 15 Fireplaces 0 Daily range - L Inside humidity (%) 30 50 Moisture difference (gr/lb) 1 61 HEATING EQUIPMENT Make Carrier Trade COMFORT 15 PURON HP Model 25HCB536A30 AHRI ref no3032420 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8.5 HSPF 36000 Btuh @ 47OF 28 OF 1180 cfm 0.054 cfm/Btuh 0 in H2O COOLING EQUIPMENT Make Carrier Trade COMFORT 15 PURON HP Cond 25HCB536A30 Coil FX4DN(B,F)037 AHRI ref no3032420 Efficiency 12.7 EER, 15 SEER Sensible cooling 24780 Btuh Latent cooling 10620 Btuh Total cooling 35400 Btuh Actual air flow 1180 cfm Air flow factor 0.049 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.81 ROOM NAME Area (ft2) Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) Clg AVF (Cfm) FOYER 102 1321 904 72 45 LAUNDRY 53 982 1942 53 96 KITCHEN 144 364 3185 20 158 MS BATH 56 924 500 50 25 MS CLOSET 63 74 202 4 10 MS BDRM 305 5443 6287 296 311 HALL 23 27 72 1 4 BATH 45 503 294 27 15 BDRM 2 194 4604 3130 250 155 CLOSET 23 277 148 15 7 BDRM 3 189 1828 1439 99 71 LIVING RM 526 5388 5741 293 284 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrt htsoft° 2012-Aug-02 20:38:19 9 Right -Suite® Universal 2012 12.0.04 RSU05864 Page e i ACCA E:\Wri9hisofl HVAC\Wynne Corp1WYNNE CARLTON 70111.rup Cate = MJB Front Door faces: W Entire House d 1720 21733 23845 1180 1180 Other equip loads 1143 612 Equip. @ 0.95 RSM 23235 Latent cooling 5556 1180 TOTALS 1720 22876 28790 1180 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2012-Aug-02 20:38:19 wrightsoft' Right -Suite® Universal 201212.0.04 RSU05864 Page 2 A.CK EAWrightsaft HVAC\Wynne Corp\WYNNE CARLTON 70 Ill.rup Calc = MJ8 Front Door faces: W i# wrightsoft' Right-M Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com Job: Date: JULY 25, 2012 By: PATRICIA ZIMMERMAN i 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Entire House 179.0 ft 8.6 ft d 1720.0 ft- FOYER 6.0 It 8.0 ft heat/cool 6.0 x 17.0 ft 102.0 W Ty Construction number U-value (Btuh/ft?'F) Of HTM (BtulVft� Area (ft') or perimeter (ft) Load (Btuh) Area (ft� or perimeter (ft) Lead (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 1R/ L--C 12C-Osw 1O-c2om 0.091 0.870 n n 2.55 24.36 2.18 27.10 691 12 579 0 1474 292 1264 325 0 0 0 0 0 0 0 0 W V� 13A-5ocs 12C-Osw 0.125 0.091 n a 3.50 2.55 2.22 2.18 20 156 20 115 70 293 44 251 0 48 0 27 0 69 0 59 11 �G `D 1A-r1ob 11J0 1.080 0.600 a a 30.24 16.80 48.10 17.40 20 21 1 21 605 353 962 365 0 21 0 21 0 353 0 365 1N T-C W 12C.Osw 1A-r1om 12C-Osw 1 Dc2wv 4A5.2omd 12B-0bw 0.091 1.270 0.091 0.570 0.770 0.097 s s w w w - 2.55 35.56 2.55 15.96 21.56 2.72 2.18 26.39 2.18 59.58 47.10 0.85 449 6 325 30 33 248 443 8 262 2 0 232 1128 213 688 479 701 629 967 158 573 1788 1531 198 0 0 0 0 0 124 0 0 0 0 0 124 0 0 0 0 0 337 0 0 0 0 0 106 P LD 11D0 0.390 n 10.92 11.31 16 16 177 184 0 0 0 0 C 16A-30ml 0.032 - 0.90 2.32 1720 1720 1541 3990 102 102 91 237 F 22A-tpm 1.180 - 33.04 0.00 1720 179 5914 0 102 6 198 0 6 c) AED excursion 1092 -24 Envelope loss/gain 14539 13693 1048 743 12 a) Infiltration b) Room ventilation 2896 0 816 0 90 0 25 0 13 Internal gains: Occupants @ 230 2 460 0 0 Appliances/other 3600 0 Subtotal (lines 6 to 13) 17435 18569 1138 769 Less external lead 0 0 0 0 Less transfer 0 0 0 0 R-distribution 0 0 0 0 14 15 Subtotal DUCt loads 25% 28% 17435 4298 18569 5276 16% 18% 1138 183 769 135 Total room load 21733 23845 1321 904 Air required (cfm) 1180 1180 72 45 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft' Ri ht-Suite® Universal 2012 12.0.04 RSU05864 2012-Aug-02 20:e 1 g Page 1 i10GA E:1Wnghisoft HVAC1Wynne Corp\WYNNE CARLTON 70 Ill.rup Calc = MJB Front Door faces: W wrightsoft• Right-J®Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax 772-785-9141 Web: comfonconlrolofslc.com Job: Date: JULY 25, 2012 By: PATRICIA ZIMMERMAN 1 Room name LAUNDRY KITCHEN 2 Exposed wall 7.5 1t 0 It 3 Room height 8.0 It heat/ccol 8.0 If heat/cool 4 Room dimensions 7.0 x 7.5 If 1.0 x 144.0 It 5 Room area 52.5 ft2 144.0 W Ty Construction number U-value (Btuh/ftk*F) Or HTM (Btuh/W) Area (M or perimeter (ft) Load (Btuh) Area (ft� or perimeter (ft) Load (Btuh) Heat Cool Gross N/PIS Heat Cool Gross WP/S Heat Cool 6 Ur/ 12C-0sw 0.091 n 2.55 2.18 0 0 0 0 0 0 0 0 �C W 1Dc2om 13A-5ocs 0.870 0.125 n n 24.36 3.50 27.10 2.22 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C.Osw 0.091 a 2.55 2.18 0 0 0 0 0 0 0 0 11 0 1A-r1ob 11,10 12C-Osw to-rlom 1.080 0.600 0.091 1.270 a a s s 30.24 16.80 2.55 35.56 48.10 17.40 2.18 26.39 0 0 60 0 0 0 60 0 0 0 153 0 0 0 131 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 lqJ �-G W 12C.0sw 0.091 0,570 w w 2.55 15.95 2.18 59.58 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Et1Dc2ow 4A5-2omd 12B-Obw 0.770 0.097 w - 21.56 2.72 47.10 0.85 0 56 0 40 0 108 0 34 0 68 0 68 0 185 0 58 P L-D 1160 0.390 n 10.92 11.31 16 16 177 164 0 0 0 0 C 16A-30ml 0.032 - 0.90 2.32 53 53 47 122 144 144 129 334 F 22A-lpm 1.180 - 33.04 0.00 53 8 248 0 144 0 0 0 6 c) AED excursion -51 -84 Envelope loss/gain 733 419 314 30B 12 a) Infiltration 113 32 0 0 b) Room ventilation 0 01 0 0 13 Internal gains:. Occupants @ 230 0 0 0 0 Appliances/other 1200 2400 Subtotal (lines 6 to 13) 846 1651 314 2708 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 846 1651 314 2708 1151 Duct loads 160/0 1 .1 136 291 16% 16% 50 477 Total room load 1 982 1942 364 3185 Air required (cfm) 53 96 20 158 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -#jd- wrightsof * Right -Suite® Universal 2012 12.0.04 RSU05864 2012-Aug-02 2 Page 2 ��^ EAWrightsoft HVAMWynne Corp1WYNNE CARLTON 70 III.rup Calc = MJB Front Door faces: W +wrightsoft• Right-M Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-705-9144 Web: comfoncontrolofslc.com Job: Date: JULY 25, 2012 By: PATRICIA ZIMMERMAN 1 Room name MS BATH MS CLOSET 2 Exposed wall 8.0 it 0 ft 3 Room height 8.0 It heat/cool 8.0 it heat/cool 4 Room dimensions 7.0 x 8.0 ft 7.0 x 9.0 ft 5 Room area 56.0 IF 63.0 ft' Ty Construction U-value Or HTM Area (ft� Load Area (" Load number (Btuh/ftMF) (Bluh/fl or perimeter (it) (Btuh) or perimeter (it) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross NIPIS Heat Cool 6 1qJ 12C-0sw 0.091 n 2.55 2.18 0 0 0 0 0 0 0 0 - 1Dc2om 0.870 n 24.36 27.10 0 0 0 0 0 0 0 0 W 13A-5ocs 0.125 n 3.50 2.22 0 0 0 0 0 0 0 0 12C-Osw 0.091 a 2.55 2.18 0 0 0 0 0 0 0 0 11 tl 1A-rlob 1.080 a 30.24 48.10 0 0 0 0 0 0 0 0 11J0 0.60a a 16.80 17.40 0 0 0 0 0 0 0 0 W, 12C.Osw 0.091 s 2.55 2.18 64 58 148 127 0 0 0 0 LG 1A-r1om 1.270 s 35.56 26.39 6 6 213. 158 0 0 0 0 W 12C-0sw 0.091 W 2.55 2.18 0 0 0 0 0 0 0 0 1 Dc2ow 0.570 w 15.96 59.58 0 0 0 0 0 0 0 0 4A5-2cmd 0.770 w 21.56 47.10 0 0 0 0 0 0 0 0 P 12B-Obw 0.097 - 2.72 0.85 0 0 0 0 0 0 0 0 I-D 11D0 0.390 n 10.92 11.31 0 0 0 0 0 0 0 0 C 16A.30ml 0.032 - 0.90 2.32 56 56 50 130 63 63 56 146 F 22A-lpm 1.180 - 33.04 0.00 56 8 264 0 63 0 0 0 6 c) AED excursion -13 4 Envelope loss/gain 676 401 56 142 12 a) Infiltration b) Room ventilation 120 0 34 0 0 0 0 0 13 Internal gains: Occupants @ 230 Applianceslother 0 0 0 0 0 0 Subtotal (lines 6 to 13) 796 435 56 142 Less external load Less transfer 0 0 0 0 0 0 0 0 14 15 Redistribution Subtotal Duct loads 16% 159/6 0 796 128 0 435 65 32% 42% 0 56 18 0 142 60 Total room load Air required (cfm) 924 50 500 25 74 4 202 10 Calculations approved by Al to meet all requirements of Manual J 8th Ed. wrl i1t504t' 2012-Aug-0220:36:19 9 Right-Su0e® Universal 2012 12.0.04 RSU05864 Page 3 i/C�A E:\Wrightsoft HVAC\Wynne Corp\WYNNE CARLTON 70 Ill.rup Calc = MJ8 Front Door faces: W wrightsoft• Right-J® Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE. FL 34983 Phone: 772-878-2799 Fax 772-785-9144 Web: comfortconlrolofslc.com Job: Date: JULY 25, 2012 By: PATRICIA ZIMMERMAN 1 2 3 4 Room name Exposed wall Room height Room dimensions MS BDRM 49.0 ft 8.5 ft heat/ccol 1.0 x 304.5 ft HALL 0 ft 8.0 It heat/cool 4.5 x 5.0 It 5 Room area 304.5 ft' 22.5 fN Ty Construction U-value Or HTM Area M Load Area (ft') Load number (Btulift'.F) (Btuh/ftq or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross NIP/S Heat Cool Gross NIP/S Heat Cool 6 %LC W 12C-Osw 1Dc2om 13A-5ocs 0.091 0.870 0.125 n In In 2.55 24.35 3.50 2.18 27.10 2.22 81 0 0 81 0 0 206 0 0 176 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 D 12C-Osw 1A-rlob 11J0 12C-Osw 1A-rlom 0.091 1.080 0,600 0.091 1.270 a a a s s 2.55 30.24 16.80 2.55 35.56 2.18 48.10 17.40 2.18 26.39 0 0 0 217 0 0 0 0 217 0 0 0 0 552 0 0 0 0 473 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t-G W 12C-0sw 4A5.2omd 12B-0bw 0.091 0.570 0.770 0.097 w w w - 2.55 15.96 21.56 2.72 2.18 59.58 47.10 0.85 119 30 0 0 89 2 0 0 227 479 0 0 194 1788 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ls1Dc2cw P I-D 11DO 0.390 n 10.92 11.31 0 0 0 0 0 0 0 0 C 16A-30ml 0.032 - 0.90 2.32 305 305 273 706 23 23 20 52 F 22A-lpm 1.180 - 33.04 0.00 305 49 1619 0 23 0 0 0 6 c) AED excursion 855 -2 Envelope loss/gain 3355 4193 20 51 12 a) Infiltration b) Room ventilation 783 0 221 0 0 0 0 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 4138 4414 20 51 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 32% 42% 0 0 0 413E 1305 0 0 0 4414 1874 32% 42% 01 01 0 20 6 0 0 0 51 21 Total room load Air required (cfm) 5443 296 6287 311 27 1 72 4 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoft' 2012-Aug-0220:38:19 g Right-SUBe® Universal 2012 12.0.04 RSU05864 Page 4 ACCk EtlWrightsoft HVAC1Wynne Corp1WYNNE CARLTON 70 Ill.rup Cale = MJB Front Door faces: W f{+ wrightsoft' Right-J®Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE. FL 34983 Phone: 772-878-2799 Fax 772-785.9144 Web: comfoncontrolofslc.com Job: Date: JULY 25, 2012 By: PATRICIA ZIMMERMAN 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area BATH 5.0 It 8.0 It heat/cool 9.0 x 5.0 It 45.0 ft' ft BDRM 2 40.5 It 6.0 it heat/cool 1.0 x 193.5 ft 193.5 ft' Ty Construction number U-value (BtutditW) Or HTM Area (ft5 or perimeter (ft) Load (Stuh) Area (ft� or perimeter (ft) Load (Btuh) Heat Cool Gross N/P/S Heat Coot Gross N/P/S Heat Cool 6 11 � 12C-OSW 1 Dc2om 13A-5ocs 12C.Osw 1A41ob 11,10 12C-Osw 1A-rlom 12C-Osw 4A5.2omd 128-Obw 1100 16A-30m1 22A4pm 0.091 0.870 0.125 0.091 1.080 0.600 0.091 1.270 0.091 0.570 0.770 0.097 0.390 0.032 1.180 n It n a a a s s w w w - n - - 2.55 24.36 3.50 2.55 30.24 16.80 2.55 35.56 2.55 15.96 21.56 2.72 10.92 0.90 33.04 2.18 27.10 2.22 2.18 48.10 17.40 2.18 26.39 2.18 59.58 47.10 0.85 11.31 2.32 0.00 40 0 0 0 0 0 0 0 0 0 0 0 0 45 45 40 0 0 0 0 0 0 0 0 0 0 0 0 45 5 102 0 0 0 0 0 0 0 0 0 0 0 0 40 165 87 0 0 0 0 0 0 0 0 0 0 0 0 104 0 toll 0 0 108 20 0 108 0 0 0 0 0 0 194 194 108 0 0 88 1 0 108 0 0 0 0 0 0 194 41 275 0 0 224 605 0 275 0 0 0 0 0 0 173 1338 236 0 0 192 962 0 236 0 0 0 0 0 0 449 0 W ti IW L-G W Lt10c2ow P L-D C F 6 c) AED excursion -6 -09 Envelope loss/gain 307 185 2891 2025 12 a) Infiltration b) Room ventilation 75 0 21 0 609 0 172 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 383 207 3500 2197 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 32% 42% 0 0 0 383 121 0 0 0 207 88 32% 42% 0 0 0 3500 1104 0 0 0 2197 933 Total room load Air required (cfm) 503 27 29,1 15 4604 250 3130 155 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. _ -Fid- wright5oft- Right -Suite® Universal 2012 12.0.04 RSUD5864 2012-Aug-02 2 Page 5 ACC EAWrighlsoft HVAC\Wynne Corp\WYNNE CARLTON 70 Ill.rup Calc = M.18 Front Door faces: W e}+ wrightsoR• Right-JO Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST.. PORT ST. LUCIE. FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfuncontrolofslc.com Job: Date: JULY 25, 2012 By: PATRICIA ZIMMERMAN 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area CLOSET 2.5 It 8.0 It heat/cool 9.0 x 2.5 If 22.5 ft2 BDRM 3 14.0 It 8.0 It heat/ccol 13.5 x 14.0 If 189.0 112 Ty Construction number U-value (Btuh)ft'-°F) Or HTM (BluNft2) Area (III or perimeter (ft) Load (Btuh) Area (ft' or perimeter (ft) Load (Btuh) Heat Cool Gross N/P/S Heat Cool Gross NIP/S Heat Cool 6 11 It12C-Osw --G W L12C-0sw G D 1D-c2om 13A-5ocs 1A41ob 11J0 12C-0sw 1A-r1om 12C-0sw 1 Dc2Ow 4A5.2omd 12B-Obw 11D0 16A-30ml 22A.tpm 0.091 0.870 0.125 0.091 1.080 0.600 0.091 1.270 0.091 0.570 0.770 0.097 0.390 0.032 1.180 n n n a a a s s w w w - n - - 2.55 24.36 3.50 2.55 30.24 15.80 2.55 35.56 2.55 15.96 21.56 2.72 10.92 0.90 33.04 2.18 27.10 2.22 2.18 48.10 17.40 2.18 26.39 2.16 59.58 47.10 0.85 11.31 2.32 0.00 0 0 20 0 0 0 0 0 0 0 0 0 0 23 23 0 0 20 0 0 0 0 0 0 0 0 0 0 23 3 0 0 70 0 0 0 0 0 0 0 0 0 0 20 83 0 0 44 0 0 0 0 0 0 0 0 0 0 52 0 112 12 0 0 0 0 0 0 0 0 0 0 0 189 189 100 0 0 0 0 0 0 0 0 0 0 0 0 189 14 255 292 0 0 0 0 0 0 0 0 0 0 0 169 463 218 325 0 0 0 0 0 0 0 0 0 0 0 438 0 V)J T-C W P LD C F 6 c) AED excursion -3 -31 Envelope loss/gain 173 931 1 1179 951 12 a) Infiltration b) Room ventilation 38 0 11 0 211 0 59 0 13 Internal gains: Occupants @ 230 Appliances/other 0 1 0 0 0 0 0 Subtotal (lines 6 to 13) 210 104 1390 1010 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 32% 42% 0 0 0 210 66 0 0 0 104 44 32% 42% 0 0 0 1390 438 0 0 0 1010 429 Total room load Air required (cfm) 211 15 148 7 1828 99 1439 71 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2012-Aug-02 2 wrightsoft' Right -Suite® Universal 2012 12.0.04 RSU05864 Page 6 ACC EAWnghtsoft HVAC1Wynne Corp1WYNNE CARLTON 70 Ill.rup Calc = MJ8 Front Door faces: W wrightsof ' Right-JO Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax 772-785-9144 Web: ccmfortcontrolofslc.com Job: Date: JULY 25, 2012 By: PATRICIA ZIMMERMAN 1 Room name LIVING RM 2 Exposed wall 46.6 ft 3 Room height 9.8 it heat/cool 4 Room dimensions 1.0 x 525.5 ft 5 Room area 525.5 ft' Ty Construction U-value Or HTM Area (M Load Area Load number (Btuh/ft?*F) (Btuwft5 or perimeter (it) (Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 1p! 12C-Osw 0.091 n 2.55 2.18 250 250 637 546 �-C iDC2om 0.870 n 24.36 27.10 0 0 0 0 W 13A-5ocs 0.125 n 3.60 2.22 0 0 0 0 12C-0sw 0.091 a 2.55 2.18 0 0 0 0 11 1A-r1ob 1.080 a 30.24 48.10 0 0 0 0 D 11J0 0.600 a 16.80 17.40 0 0 0 0 lRJ 12C-0sw 0.091 s 2.55 2.18 0 0 0 0 T-C 1A-riom 1.270 5 35.56 26.39 0 0 0 0 W 12C-Osw 0.091 w 2.65 2.18 206 173 442 378 iDc2ow 0.570 w 15.96 59.58 0 0 0 0 4A5-2omd 0.770 w 21.56 47.10 33 0 701 1531 P 12B-Obw 0.097 - 2.72 0.85 0 0 0 0 LD 11D0 0.390 n 10.92 11.31 0 0 0 0 C 16A-30ml 0.032 - 0.90 2.32 526 526 471 1219 F 22A-tpm 1.180 - 33.04 0.00 526 47 1535 0 6 c) AED excursion 506 Envelope loss/gain 3786 4180 12 a) Infiltration 857 242 b) Room ventilation 0 0 13 Internal gains: Occupants Q 230 2 460 Appliances/other 0 Subtotal (lines 6 to 13) 4643 4882 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 4643 4882 15 Duct loads 16% 18% 745 859 Total room load 5388 5741 Air required (cfm) 293 284 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wrfight50ft' I Right -Suited Universal 2012-Aug-02 20:38: 19 AC�A E:1Wrightso0 HVAC1Wynne CorpIWYNNE CARLTON 70701l.rup 1.rup 4 RSU05864 Calc = MJB Front Door faces: W page 7 Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® 6 /S-Z, sp,qwls"/ Z-Alec-,47 &/,(/ o. RE: ml1324 - 70' Carlton Elev D MiTek USA, Inc. 6904 Parke East Blvd. Site Information: Tampa, FL 33610-4115 Customer Info: WYNNE BUILDING CORPORATIN Project Name: ml1324 Model: Lot/Block: Subdivision: Address: N/A City: ST LUCIE State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2010/TPI2007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 [All HeighII Wind Speed: 165 mph Roof Load: 32.0 psf Floor Load: N/A psf This package includes 25 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 No. Seal# Truss Name Date 1 T7006033 A 4/20/015 18 T7006050 JB 4/20/015 2 IT7006034 IAl 14/20/015I19 IT7006051 IJC 4/20/015 3 IT7006035 A2 14/201015 20 T7006052 KJS 20/015 4 IT7006036 A3 4/20/015 21 T7006053 KJ7 4/20/015 5 IT7006037 A4 4/20/015 22 T7006054 KJA 4/20/015 6 IT7006038 A5 4/20/015 23 T7006055 KJB 4/20/015 7 T7006039 A6 4/20/015 24 T7006056 IM 4 20/015 I8 T7006040 B 14/20/015 I25 I T7006057 I MV4 4/20/015 I9 T7006041 BH7 14/20/015 I I I I I 10 77006042 GRA 4/20/016 11 IT7006043 GRB 14/20/015 12 T7006044 GRC 4/20/015 13 T7006045 IJt I4120/0151 14 I T7006046 I J3 4/20/015 115 IT7006047 J5 4/20/015 16 T7006048 J7 14/20/015 17 T7006049 I JA 4/20/015 The truss drawing(s) referenced above have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2017. IMPORTANT NOTE: Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. .��-oO�F C E N 9 BO :9 STATE OF :�W N A- ' �C FL Cert. 6634 April 20,2015 Albani, Thomas 1 of I COMMON alt 1-0 12-11-0 17U-0 22-1-0 26.8-0GO- -0-0 8-0-0 4-7-0 4.7-0 4-7-0 4-7-0 1 84-0 4.00 12 4x4 = 2x3 11 4x6 = 3xa = 2.3 II 3x8 = 06 = Scale = 1:60.8 LOADING(psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 5.0 SPACING- 2-0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress [nor YES Code FBC2010frPI2007 CS'. TC 0.57 BC 0.51 WB 0.48 (Matrix) DEFL. in poc) Well Ud Ven(LL) 0.30 14-15 >999 360 Ven(TL)-0.6114-15 >676 240 Horz(TL) 0.13 10 n/a n1a PLATES GRIP W20 244/190 Weight: 1661b FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-5-6 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6.1-3 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1221/0-8-0, 10=122110-8-0 Max Horz2=223(LC 6) Max Uplift2=-787(LC 8), 10=-787(LC 8) FORCES. (Ib) - Max Comp./Max. Ten. -All forces 250 Qb) or less except when shown. TOP CHORD 2-3— 2851/1613, 3-4= 2350/1342, 4-5=-2322/1353, 5-18=-2344/1412, 6-18= 2293(1436, 6-19= 2293/1436, 7-19=-2344/1412, 7-8=2322/l353, 8-9= 2350/1342, 9-10=-2851/1613 BOT CHORD 2-17— 1408/2666, 16-17=-140812666, 15-16=-1408/2666, 15-20=-753/1731, 20-21= 753/1731, 14-21= 753/1731,13-14=-1408/2627,12-13=-1408/2627, 10-12=-1408/2627 WEBS 6-14=-455/854, 7-14_ 253/174, 9-14= 552/440, 6-15=-455/854, 5-15= 2531174, 3-15= 551/440 N" U balanced roof Ilve loads have been consitlered for This design. '4 �`N `PS' A. F q�j ' 2) Wind: ASIDE 7-10; V01t=165mph (3-second gust) Vasd=128ni TCDL=4.2ps1; BCDL=3.Opsf', h=12ft; B=45fl; L=50ft; eave=6ft; Cat. 11;Q Exp C; Encl., GCpl=0.18; MW FRS Lumber DOL=1.60 DOL=1.60 �� .�, •'•\G E N S •'•.'9 �i� (directional); plate grip 3) 100.01b AC unit load placed on the top chord, 17-6-0 from left end, supported at two points, 5-0-0 apart. 3938 4) This truss 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 2-0-0 wide wilC fit between the bottom chord and any other members, with BCDL= 5.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100111 uplift at joint(s) except 01=1b) 2=78 ,- :7q, 10=787. 7)'Seml-rigid pitchbreaks Including heels" Member end fixity model was used In the analysis and design of this truss. O .• AT E c40R10P:��,�� A1 100 FL Cert. 6634 April 20,2015 0 WARNING-Verllydesign parameters and READ NOTES ON TNISAND INCLUDED MITEKREFERANCERAOEMIP7473re1 OVIVZOICEEFORE USE. Design valid for use onlywllh Milek connectors. iNs design is based only upon parameters dsovm, and is for on indAdwl building component araeters and proper Incomorailon of component isrespondblllty of Wilding designer -not truss dedOner. Bracing shown of tledgn parameters Sot Is for lateral supped of Individual web members orgy. Additional temporary bracing to Inane slabllty duing construction is the resporaib011ty, of the MOWerector. Mai permanent bracing of the overall structure Is the resporusMI, of the b king designer. For general guidance regarding fabdcation. quality control storage. delNer , erection and bracing, consult ANS0iP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Infoanallon a cbe from Inns Rate Institute. 781 N. We street. Sulte 312. Alexondrb. VA 22314. 6904 Parka East Bind. Tarry., FL 33610 Scale=1.61.8 4.00 12 5x6 = 2x3 11 5x,2 = t 2.00 F12 LOADING(pst) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 5.0 SPACING- 2-0-0 CS]. Plate Grip DOL 1.25 TC 0.86 Lumber DOL 1.25 BC 0.83 Rep Stress ]nor YES WB 0.48 Code FBC2010/TP12007 (Matrix) DEFL. In (loc) Well Ud Ved(LL) 0.76 12 >539 360 Ved(TL) -1.3012-13 >317 240 Horz(TL) 0.39 10 n/a We PLATES GRIP MT20 244/190 MT18HS 244/190 Weight: 158 lb FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-0-1 oc bracing. WEBS 2x4 SP No.3'Except' WEBS 1 Row at midpt 6-12 6-12: 2x4 SP M 30 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 2=1171/0-8-0, 10=1171/0-8-0 Max Horz2=224(LC 7) Max Up11112=-837(UC 8), 10=-837(LC 8) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 Qb) or less except when shown. TOP CHORD 2-3=-2741/1788, 3-4_ 2154/1460, 4-5=-2097/1474, 5-6=-2129/1562, 6-7=-4406/2927, 7-8=-4337/2831, 8-9_ 4384/2824, 9-10= 4785/3126 BOT CHORD 2-14= 1582/2548, 13-14=-1582/2548, 13-15=-1023/1828, 15-16= 1018/1832, 12-16=1017/1840, 10-12= 2876/4512 WEBS 3-13=631/465, 5-13=-271/242, 6-13=-269/469, 6-12= 1740/2753, 7-12_ 258/249, 9-12= 388/377 NOTES- 11111111111111,11, 1) Unbalanced roof live loads have been considered for this design. ,,��_n p,S A. 2) Wind: ASCE 7-10; VUlt=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.OpsF h=12f; B=451t; L=5011; save=6ft; Cat. II; �0 Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 `��� •�\C E N S'•..q� 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3938 5) ' This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wild tit between the bottom chord and any other members, with BCDL=5.Opst. 6) Bearing at Joint(s) 10 considers parallel to grain value using ANSITFPI 1 angle to grain formula. Building designer should verity capacIV of beadng surface. ATE 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except at -lb) 2=837, O . 10=837. 0 T'..P Q.,%�1 % % 8)'Semi-rigid pitchbreaks Including heels' Member end fixity model was used in the analysis and design of this truss. :�% O R ;O N A � % %%�, FL Cert 6634 April 20,2015 A WARNING. yerrrydeslgn parametersend NEAO NOTES ON TNLSANDINCLUDED MREKREFERANCEPAGEMII-7473ree.OW/ OISBEFORE USE. ■■■ Desgn valid for use onlywllh Mllek connectors. Tlris dnign is based only upon parameten shown. and! is for an indvldual buflalrg component. Appuaabi lly of design parameters and proper IncoOwration of component Is resporxdblllty of Widing designer -not tnas dmIgner. Bracing shown Is fw lateral support of I Wivldual web members oNy. Additional temporary bracing to Inure stabllly duMg construction is the respon5b0llty, of the MiTek' erector. Addlllorvil permanent tracing of me overall structure in e Is fire respom s binding clesigner. For general guidance regardng fab atbnqualilyconhoLMomge.delNery.erectbn brocbio.cona f ANSIAPIl Quality Criteria,DSB-89 and BCat Building Component 6904 Parke Ent Bird. Safely Informallon cNafable from Truss Plate Institute. 781 N. lee Sheet. Sulte 312. Alexandlkt, VA 22314. T.mm, FL 33610 Job Truss Truss Type City Ply 70'CerBon ElswD TJ006036 mi1024 A2 SPECIAL 1 1 Job Reference (optional) Chambers Truss, Fort No.., FL /ALV. rao Z, 2Vl>.. s....... IpC... M, [V IS.[a:JJCVio rxgr, ID:_kfGCA6bx7j2Syl HO%Fw7ye3"-nc6yV WBN7Ki5bMicW2rJwTTgNAOnODpFJUmKgIzOoOK 1-0 7-8-0 IL 17-0-0 8-0 23-11-12 26.9-10 35-0-0 -0 7A-0 5-1141 3dA -0 5-11-12 2-9-14 6-2-6 -0 4.00 12 4.4 = 4x5 = 6 7 Swle: 3/1611' 4x4 = 17 16 3x4 = 4x8 L W 11 6x12 = 3x5 = 2.00 12 ]A-0 13-7A 17-0-0 BG 23-11-12 35-0-0 7A-0 5-11A 3dA -0 511-12 11-0.4 Plate Offsets V -- 2:0-3-14 Ed a 9:0-3-0 Ede 11:0-5-2 Ed e LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Well Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.86 Vert(L-) 0.76 13 >540 360 MT20 244/190 TCOL 7.0 Lumber DOL 1.25 BC 0.86 Vert(TL) -1.1911-13 >347 240 MT18HS 244/190 BOLL 0.0 ' Rep Stress Incr YES WB 0.70 HDR('TL) 0.42 11 n/a n/a BCDL 5.0 Code FBC2010/TPI2007 (Matrix) Weight: 168 lb FT=O% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins. BOT CHORD Rigid calling directly applied or 4-0-9 oc bracing. WEBS 1 Row at midpl 8-14 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation nuide. REACTIONS. (Ib/size) 2=1171/0-8-0, 11=1171/0-8-0 Max Horz2=218(LC 7) Max Uplift2=-837(LC 8), 11=-837(LC 8) FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3-2746/1787, 3-4=-2132/1457; 4-5=-2075/1471, 5-6-1998/1418, 6-7=-1880/1381, 7-8-2019/1397, 8-9=-4321/2829, 9-10=4369/2821, 10-11=-4778/3131 BOT CHORD 2-17-1580/2533, 16-17=-158012533, 15-16=-1174/2004, 14-15-1013/1855, 13-14=2504/4176, 11-13=-288214503 WEBS 3-16=-675/465, 5-15=-2B7/192, 6-15=-379/503,7-14— 242/437, 5-14=-2499/1605, 8-13=-955/1626,10-13=-413/387 NOTES - Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Val1=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsl; h=12fh B=45ft; L=501% eave=6n; Cat. II; �� Q`- •• • • • B �� Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 ,`��� �•�\G E N j' ••., 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 3938 5) This truss has been designed fora 10.0 pet bottom chord live load nonconcument with any other live loads. 6) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide wilts• fit between the bottom chord and any other members. Mir 7) Bearing at joints) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capaci% of bearing surface. ATE 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except 01=11c) 2=837, SOT•, 11=837. .� O R , 9) °Seml-rigid pitchbreaks Including heels" Member end fixity model was used In the analysis and design of this truss.A; ,`��,, fill FL Cert. 6634 April 20,2015 ®WARNING. Ver/ry Eeslgn Prmmeferrand READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MII-7473rev. 0W62015 BEFORE USE ■■■ Design iolld for use only wish MRek connectors. This design Is based only upon parameters shown. and Is for an Individual hurdling component. Applk:ability, of design parameters and proper bcomorallon of component 6 responsibility of building designer - not It=designer. Bracing shown is for lateral si ppod ofindMdual web members only. Addlibr•.al temporary bracing to Bwre stabBBy during consM1ucllon Is the respondblilly of the MiTek' erector./WNlioalpermanenibaingoflne,ovemBslmctureIsherespasNbSltyofthebuidingdesigner.ForgeneralgWdanceregao'hg fabdcallon quality control. storage. delivery. erection aMbating. consist ANSI11P11 Quality Criteria.DSB-89 and BC5l Building Component 6904 Perko East BNd. sorely Information avallable from Trios Plate Institute. 781 N. Lee Street. Sulle 312. NexarMAa VA 22314. Terror, FL 3WI0 Job Truss Truss Type City Pry 70'Caton ElevD 7]006036 1111324 A3 SPECIAL 1 1 Job Reference o tional chamSers Truss. Fort Pieme. FL ._ ...__._. .......� .� Scale: 3/16'-V 4.00 F12 5x6 = 44 = 4x4 = 15 ass 2x3 II 5x6 2.00 F12 LOADING(pst) TCLL 20.0 TCDL 7.0 BCLL 0.0 • BCDL 5.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2010/TP12007 CSI. TC 0.76 BC 0.85 INS 0.97 (Matrix) DEFL. In (loc)/deft L/d Ven(LL) 0.68 12 >605 360 Vert(TL)-1.1410-12 >363 240 Horz(TL) 0.38 10 rda n/a PLATES GRIP MT20 244/190 Weight: 1591b FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP M30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudlns. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or4-1-13 oc bracing. WEBS 2x4 SP No.3 MITek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation ouide. REACTIONS. (Ib/size) 2=117110-8-0, 10=117110-8-0 Max Horz2=194(LC 7) Max Upllft2=837(LC 8), 10=-837(LC 8) FORCES. (Ib) - Max. Comp./Max. Ten. - Al forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2729/1771, 3-4=-2607/1786, 4-5— 2104/1448, 5-6=-2324/1632, 6-7=-245211671, 7-8=-4324/2787,8-9=-4610/3102, 9-10=-4723/3088 BOT CHORD 2-15— 1575/2516, 14-15=-1575/2516, 13-14=-1128/1961, 12-13=-2458/4129, 10-12_ 2848/4446 WEBS 4-14= 718/514, 5-13— 272/588, 6-13=-306/516, 7-13— 2100/1327, 7-12=-939/1576, 8-12= 412/397 NOTES- 1111111111/ 1Unbalanced 2) Windt ASCEroof live 7-10: VUItad165mph (3 second gust) Vasds have been considered for this design.=128mph; TCDL=4.2psF BCDL=3.Opsf; h=12ft B=45ft; L=50ft; eave=6ft; Cat. II; ,�1111p,S A. A ���,I, ...... Exp C; End., GCpbO.te; MW FBS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. ,��,2, •. �� G E N S+' •. ��� 4) The solid section of the plate is required to be placed over the splice line at joint(s) 12. �� 5) Plate(s) at joint(s) 12 checked for a plus or minus 2 degree rotation about its center. 3938 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will. fit between the bottom chord and any other members. r� 8) Bearing at joints) 10 considers parallel to grain value using ANSI/RPI 1 angle to grain tonnuta. Building designer should verity capacti of bearing surface. �.0 .• ATE 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ile uplift at joint(s) except jt=1b) 2=837, ,1 10=837. 10) "Semi -rigid pltchbreaks including heels' Member end fixity model was used In the analysis and design of this truss. i�4O S S,%1p FL Cert. 6634 April 20,2015 Q WARNING- Verllydeslgn parameters and READ NOTES ON THISAND INCLUDED MITEKNEF£aANCEPAGEMl474T3 any. OVIMI6BEFORE USE Design vdild for use onlywlth M9ek connectors. This design h based only upon parameters shown, and is for an lndMdual building comfoonent. Applir,00nty of design pmameters and proper Incorporation of component Is responslorly of bullding designer -not truss designer. Bradng shown Is for lateral support of Individual web members any. Additional temporary bracI g to Insure stability during construction Is the responsibrilly, of the MiTek' erector. Addilionel permanent bracing of the overall shucNre is tM respommiltly of the loci designer. For general guidance regarding fablcallon.qudityc nfrol.storage.d iNery.ereclloncnd am g,con f ANSUTPII Quality Crlterla, DSS.89 and BCSI Building Component 6904 Perk. East BNE. Safety Informatlon available from Truss Rate Institute, 781 N. Lee street. Sulfe 312 AleaGnaraL VA 22314. Tarrya. FL 33610 Job Truss Truss Type Dry Ply 70'Carrion ElwD 006037 m11324 A4 SPECIAL 1 1 Jab Reference (optional) Chambers Ti..., Fort Pierce. FL 7­8-0 4.00 F12 4x8 = 2x3 11 5x12 = 2.00 12 5x6 = 3x6 5 6 Scale = 1:62.9 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In (roc) I/deft Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.70 10 >590 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(TL) -1.14 B-10 >362 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.99 Horz(TL) 0.38 8 n/a n(a BCDL 5.0 Code FBC2010/TPI2007 (Matrix) Weight: 157 lb FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 *Except' TOP CHORD Structural mod sheathing directly applied. 4-5:2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 4-1-3 oc bracing. BOT CHORD 2x4 SP M 30 MITek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be Installed during muss erection, In accordance with Stabilizer Installation oulde. REACTIONS. (lb/size) 2=1171/0-8-0, 8=1171/0-8-0 Max Horz2=170(LC 7) Max Uplift2=837(LC 8), 8=-837(LC 8) FORCES. (Ib) - Max CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2732/1777, 3-4=-2167/1493, 4-5= 3002/2033, 5-6=-3106/2070, 6-7=-4297/2756, 7-8= 4794/3146 BOT CHORD 2-13=-1570/2517, 12-13=-1570/2517, 11-12=1195/2039, 10-11=-2412/4080, 8-10= 2897/4519 WEBS 3-12=-626/420, 4-11=-616/1112, 5-11= 266/557, 6-11=-1556/940, 6-10=-980/1602, 7-10= 5271494 NOTES- 1►1111111111 1) Unbalancedhave been considered for this design. 2) Wind: ASCEroof 7-10: Vultalive lod165mph (3-second gust) Vascl128mph; TCDL=4.2psf; BCDL=3.Opsf; h=1211; B=45ft; L=501% eave=6ft; Cat. II; `���%__`t^x,Q.S A. Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 �� Q`v, •' • •E B 3) Provide adequate drainage to prevent water policing. ��.�` •\G NS'•••.'9� 4) All plates are MT20 plates unless otherwise indicated. 5) This Imss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3938 6)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wilt fit between the bottom chord and any other members. 7) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacltr. of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift aljolnt(s) except Qt=1b) 2=837,.; O.• ATE ' 8=837. ' 9)'Semi-rigid pitchbreaks including heels' Member end fixity model was used In the analysis and design of this truss. ���AN • ID ;C� R P' '.0p�S1�NA� 111 i L Cert. 6634 April 20,2015 A WARNING. Verllydeslgn parameters and READ NOTES ON THISAND INCLUDED MITERREFERANCE PAGEMIP7473 rev.=64015 BEFORE USE ■ Design volid for use only with MSek connectors. This deign Is based only upon parameters shown, and is for an Individual bullding component. Applicability of design parameters and proper Incorporation of component is responsibility of budding designer - not puss designer. BrcrJW shown Is for lateral support ofirdMtlual web members only. Add[llonoltemporarybracll iob ruestoultydwingcomtrucllonlsmemspo Miltyofthe MOW erector. Additional permanent bracing of Ine overall stucMe a Ine responsItAly of the biding designer. For general galci regarding fabricatim quality control, storage. delivery, erection ad tracing. consult ANSUTPll Quality onions, DSB49 and SCSI Building Component 6904 Parke East Blvd. Safety Information avolable from lass Rate Institute, 781 N. Lee Street. Suite 312. Alexandria, VA22314. Terrye, FL 33610 4.00 12 4x8 = 4 /3 6-11-10 3x4 = 5 4x5 = 14 6 2x3 Soule=1:62.9 23 3 7 m 11 ah 2 10 8 81�I sat MT18HS= c 414 = 12 4x8 = 3x4 = 5,6 = 2.00 F12 LOADING(psf) SPACING- 2-0-0 CSI. OEFL. In (too) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Ved(LL) 0.74 10 >555 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Ven(TL) -1.21 10-11 >341 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress [nor YES WB 0.72 Horz(TL) 0.39 8 n1a DID BCDL 5.0 Code FBC2010/TP12007 (matrix) Weight: 151 lb Fr=O% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 20 SP M 30 BOT CHORD Rigid ceiling directly applied or3-11-14 oc bracing. WEBS 2x4 SP No.3 MITek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation quids. REACTIONS. (lb/size) 2=1171/0-8-0, 8=1171/0-8-0 Max Horz2=146(LC 7) Max UpIIft2=837(LC 8), 8=-837(LC 8) FORCES. (Ib) - Max CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2691/1791, 3-4=-2368/1605, 4-13=-2371/1648, 5-13=-2370/1 W. 5-14=-4103/2666, 6-14=-4103/2666,6-7=-4353/2795, 7-8=-4790/3131 BOT CHORD 2-12=-158112480, 11-12— 1307/2219, 10-11=-2041/3253, 8-10=-2881/4516 WEBS 3-12=-400/355, 4-12-1711351, 4-11-181/348, 5-11 =-I 0961784, 5-10=-444/964, 6-10= 748/1211, 7-10=-466/436 NOTES- 1) Unbalanced roof live loads have been considered for this design. \\ \\S r A.�� 2) Wind: ASCE 7-10; Vul1=165mph (3-second gust) Vasd=128mph; TCDL=4.2psh BCDL=3.Opsl; h=12ft; B=45fC L=5011; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1-60 ♦♦♦ p. q�e.,�� ........ 3) Provide adequate drainage to prevent water ponding. ♦♦ O G E N 4) All plates are MT20 plates unless otherwise Indicated. ♦ �; '�,� S ••••'9 �� 5) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 3938 fit between the bottom chord and any other members. 7) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capacit= of bearing surface. era 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joints) except Qt=ib) 2=831ri •. 6=837. �0.• 9) °Semi -rigid pitchbreaks Including heels" Member end lorry, model was used In the analysis and design of this truss. T Q,: ♦♦ FL Cert. 6634 April 20,2015 Q WARNING. Verlfydes(gn parameters and READ NOTES ON MIS AND/NLLUOEOMREKREFERANGEPAGEMII.74"rev. OT/f6/Ta1S BEFORE USE Design valld for use only with MBek connectors. Wscesign hbased only uponhWamotersshown, and is for on helNduol buOtlOq component. of parameters of ent is of inure rrdtafIlN� i•�` ly outgo construction Is the respor. g obi stabila p ary brocci Isforlateral suuppeG of NWucd web memboersnonlyy.. Additional tem MiTek' mectot./dtllllorl permanont taming of me overall structure Is me responsbIlly of the bu9tllng designer. For general guoanca regarding foMcotlon qu0ilty oonho4 storage. delNery, erecBon ar bracing -torah ANSI/1PI1 Quality Ciltena,DSS-89 and BCSJ Bullding Component 6904 Parke E.sl BNd. Safety Information avallabie from Ina Plate Institute. 781 N. Lee Street. Sulie 312. Alexanafta VA 22314. Tamp., FL 33610 Job Truss Truss Type Oty Ply 7W Cortina ElevD T]006039 Tri 1324 As HIP 1 i Job Reference o floral Charnbers Truss, For! Pi.... FL ]. u2e s mar 2/ 2u1b MI l eK lnauslnea. Inc. Mon Apr Lu 1J:GO:J/[v,n Yager ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-fNMTLtFUBZCX4z7NIwF4JeMdnP2K8trE6kYpozOoOG 1-013-8-0 20.2-13 26-0-0 35-0-0 6-0 -0-0 9-0-0 0-B-0 6-6-t3 5.9.3 9-0-o -0-0 Scale = 1:61.8 4x8 — 2x3 II 06 = 2x3 II 4X8 = 4.00 r12 2X3 14 3x4 = 3x4 = 11 2x3 4x6 = 4x6 = 11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In (roc) Udell Lid PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.85 Vert(CL) 0.68 10-12 >373 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.71 Vert(TL) -0.9110-12 >278 240 BOLL 0.0 ' Rep Stress Incr YES W B 0.32 Horz(TL) 0.11 8 n/a Na BCDL 5.0 Code FBC2010/TPI2007 (Matrix) Weight: 142 lb FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-9-3 oc bracing. WEBS 2x4 SP No.3 MITek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=977/0-8-0, 13=316/0-8-0, 8=1048/0-8-0 Max Harz 2=-121(LC 6) Max Upllft2=-712(LC 8), 13=-205(LC 8), 8— 757(LC 8) Max Gmv2=977(LC 1), 13=351(LC 17), 8=1048(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 Qb) or less except when shown. TOP CHORD 2-3=-2024/1307, 3-16=-2314/1627, 16-17=-2314/1627, 4-17= 2314/1627, 4-5= 2314/1627, 5-6=-2314/1627, 6-18=-2314/1627, 18-19= 2314/1627, 7-19=-2314/1627, 7-8— 2288/1477 BOT CHORD 2-15=-1106/1837, 14-15=-1103/1838, 13-14=-1103/1838, 12-13=1427/2314, 11-12=-1269/2096,10-11= 1269/2096,8-10=-1268/2087 WEBS 3-13=-387/829, 4-13= 462J352, 6-12=-254/217, 7-12= 179/405, 7-10= 20/296 1) Unbalanced root live loads have been considered for this design. tliIIIIIIIIII �`�``,`PS' A. A�,, • 9 �i� 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDtr4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50t1; eave=6ft; Cat II; N • GE '�,� S ••' Exp C; Encl., GCpi=0.18; MW FRS (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 pet bottom chord live load nonconcurrent with any other live loads. `����` 3938 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 wile fit between the bottom chord and any other members. — 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except Qt=lb) 2=71 y •r •• 13=205, 8=757. .�• ATE 7) "Semi -rigid pitchbreaks including heels" Member and fixity model was used In the analysis and design of this truss. 0T . �4 O R l, i..1110NAl 00 11111111 FL Cert. 6634 April 20,2015 ®WARNING -Verily doslgnparameters and READ MOMS ON TNISAND INCLUDED MTTEKREFERANOEPAGEM11.74Mniv. 02716/2015 BEFOREUSE ■ Design valid for use only with MQek connectors. This design is based only upon naametor shovm, and is for an Individual building component. Applicability of desgn parameters and proper incorporation of component Is respoelblllly of building designer - not Jim desgner. Bracing sham Nforlafert95uppono(IndM ualwebmemb moNy. AdditionallemporarythimingtoDmuestablifydurigconslmctionIstherespoagbBilNofthe WOWerector. AddtlonolpermarrentblOCingofthe OVerdlstvc Obtherespor¢DMIItyofIWWadingdesgneLForgewralgWdonceregadg foMcofbn qudlty conhol.stooge, tlelNery. erector and blaring. consult ANSI/rPII Quality Crilerio,DSB-89 and BCSl Building Component 69N Pede East slid. Safety Information available from Truss Rate Institute. 781 N. Lea sheet. Suite 312. Alexandria. VA 22314. Tarry., FL 3361D Job Truss Type Oty Fly 70-Carlson ElevD nooso4o in11324 11truss B COMMON 3 1 Job Reference (optional) Chambers Truss. Fort Pierce, FL 4x4 = C3rlll 3x4 = 7.620 a Mar 27 2015 MiTek Industries. Inc. Scale= 1:24.6 3x4 = 6-1t-0 6-11-0 LOADING(psi) SPACING- 2-0-0 CSI. DEFL, in Qoc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.21 Ven(LL) 0.05 5-8 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.18 Ven(TL) -0.07 5-8 >999 240 BCLL 0.0 ' Rep Stress [nor YES WB 0.08 Horz(Q 0.01 4 n/a n/a BCDL 5.0 Code FBC2010/TPI2007 (Maldx-M) Weight: 47 to FT=O, LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structure wood sheathing directly applied orb-0-0 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=442/0.8-0, 2=498/0-8-0 Max Horz2=93(LC 7) Max UpIIft4— 294(LC 8), 2=-375(LC 8) FORCES. (Ib) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-920/562, 3-4=-934/644 BOT CHORD 2-5=-631/1052, 4-5=-726/1044 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=12Bmph; TCDL=4.2psi; BCDL=3.Opsf; h=12fl; B=45ft L=50ft; eave=file Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the boom choand any other mmbers. rd 5) Provide mechanical connection(by others) tlruss tobearing plate capable of withstanding 1001b uplift at joint(s) except Qt=1b) 4=294. ���`-\`F,`PS A• : 44� e" ......... 2=375. 6) °Semi -rigid pitchbreaks Including heels" Member end fixity model was used in the analysis and design of this �• O••• E truss. :���`; '�� ,3' •9�iT� 3938 •T1T ;c� O R I �S 1Sliffill ONA� FL Cert. 6634 April 20,2015 0 WARNING -Verify design protesters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE 1111I.7473 rev. OWS2016 BEFORE USE. Design valid for use only with Mgek connectors. Ihis design Is based only upon Parameters shown and Is for an Individual building component. Applaobdity of design natomelers and proper Incorporation of component b responsibility of building designer - not hlrss designer. &acing sv vn IsforlaterNsuppodoflrM id lwebmemb moNy. Addill rat lemporarybrocing to lnwreslabdltydutNg construction b the resporssrbdlltyofihe MiTek' erector. Addlional Denmanenl bracing of the overall structure tslhe resporvildlIN of the budding designer. For general guldancr regarding fab0calan quallry conhd. siwage, tlelNery. etecfan and baring-conult ANSIAPll sauakry Criteria.DSB-69 antl BCS1 Building component 6904 Parke East Blvd. Safely Information avadabe from Truss Plate Institute. 781 N. Lee Stool. Sidle 312 Alexandra. VA22314. Tiac FL WS10 Job Truss Truss Type Illy Ply 7C Cerhon Elev D T]006041 1n11324 BHT BOSTON HIP 1 1 Job Reference o tionel Chamber. Truss, Fort Rene. FL 7.... - a , - ,,,. � 2. ,..w...=•...... ID:_SfiGCA6bx7j2Syl HDXFw7ye3KX-cmTDmZGejASEJ1-i9mtJyt9kjndbApo?w8hODfthzOoOE 15.60 21bO 1- T-DD A60 1460 13601 0 1TdD 19-6-0 21-60 2360 0110 3660 1-a0 T-0.0 2-60 2-0.0 2-ao o-b i-60 20.0 2-0.0 1-60 6 2-0-0 2-a0 2-60 7-a0 -0.0 Scale: 3/16'=1' 4,,5 = (BJop chord must be braced by end lacks, 4.00 12 roof diaphragm, or properly connected purllns as shown. 12 14 16 3x6 % 9 19 3x6 -- a 22 Sx12 G 4 6 3x4 24 Sx12 26 3 11 0 1ai 27 So 21 2 28 29 N N �1 Ira 6 4x4 = 35 34 33 d 32 31 30 3x6 4x6 _ 3xB = 3x4 = 4x6 - 4 ]4)-0 14-0-0 21-0-0 28-0-0 35-0-0 740 711 ]-0-0 Plate Offsets (X Y)-- f2�0-3-14 Edgel f28.0-3-14 0-1-81 LOADING(psf) SPACING- 2-0-0 CS]. DEFL. In (too) Well Ud PLATES GRIP TOLL 20.0 Plate Gulp DOL 1.25 TO a56 Vert(LL) 0.47 32-33 >872 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.43 Vert(TL) -0.6432-33 >648 240 BCLL 0.0 Rep Stress Incr YES WB 0.47 Hoa(fL) 0.14 28 n/a n/a BCDL 5.0 Code FBC2010/rP12007 (Matrix) Weight: 2081b FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-0-13 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied ors-6-5 oc bracing. WEBS 2x4 SP No.3 JOINTS i Brace at Jt(s): 11, 18, 15, 7,23 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation aulde. REACTIONS. (lb/size) 2=1171/0-8-0, 28=1171/0-8-0 Max Horz 2=223(LC 7) Max Uplift2=-837(LC 8). 28=-837(LC 8) FORCES. Ob) - Max. CompJMax. Ten. - All forces 250 Ob) or less except when shown. TOP CHORD 2-3=-2803/1824, 3-4=-10361631, 4-6=-984/626, 6-8=-966/629, 8-9=-971/654, 9-12=-957/688,12-14=-958/730,14-16=-958/730,16-19- 956/688,19-22=-971/654, 22-24= 966/629,24-26=-985/626,26-27=-10361631,27-28=-2804/1824, 3-5=-192211423, 5-7= 1926/1427,7-10=-1926/1427,10-11=-1926/1427,11-13=-1926/1427, 13-15=-1926/1427,15-17=-1926/1427,17-18=-1926/1427,18-20= 1919/1424, 20-21=-1919/1424,21-23=-1919/1424, 23-25=-191911424,25-27= 1915/1420 BOTCHORD 2-35=-1620/2593,34-35=-1626/2581,33-34=-1626/2581, 32-33=-1787/2835,31-32=-1627/2 WEBS 3-33=-175/333583/8 8-33=459/465,27-322172/309, 14154274/363 .�............ 4B,��, NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=1211; B=45ft; L=501h eave=6ft; Cal. II1- 3938 Exp C; Encl., GCp1=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 * .• 3) Provide adequate drainage to prevent water pondIng. 4) All plates are 2x3 MT20 unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide willS O. ATE fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except 01=1b) 2=837, ����All p fi 1D 28=837. 9) Graphical puffin reps reks presentation esels" Member not deplct thens e�or he orientation model was eof ithe purlin a oisand design of thistruss.ng the lop and/or bottom chord. ,��/�Isj�� N A, III i,``��,, FL Cert. 6634 April 20,2015 ®WARNING. Verlfyda.lgnparameto. and READ NOTES ONTRISANDINCLUOEOM/TEKREF£RANCEPAGEMII.7473ray.O2/16201SSEFOREUSE. ■■ Desitnvolid for use only wlitl Muck connectors. this design Is based only upon paramefersshown. and is for an hdMtlwl fwrdingcomponent. ApoicobNNofdeslgnp ametersmdproperincorporationofcomp ntlsresPomibllityotbulidhVdoggner-not kusideslgnet.&aclr shown ■�rrYl�■ Is for lateral support ofintlMtluol web members only. Addliorwl femporary bracing tonsure stabhltyduringconshuctlona the responsibility of the MiTek' erects. Addlikxwl permanent brachlg of the overt81 afn1ciure pins respommllity of the balding designer. Forgenerol giitlarwe regorwrg fabdcallon, quality control, storage, delivery, eteclan and bracing. consul) ANSWII Quality Croada, DSB-89 and BCSI Building Component 6904 Paden East BW. Safety Intom,alion Motor]la noun truss Rate hxlllule. 781 N. Lee Street Sude 312. Alexanclla. VA 22314. imps. FL 33610 Job Truss WS3 Type Gty Ply 70'Callan ElevD T]D06042 M11324 GRA SPECIAL 1 1 Job Reference (optional) Chambers Truss. Fan Pierce, FL 4-1-8 1-5-11 2.37 Fl2 44 = 4x10 19 4 20 7.62D s Mar 27 44 = 21 5 22 64x10 = 2x3 II 3x4 = 3x4 = 2x3 11 3x4 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/dell Ud TCLL 20.0 Plate Gnp DOL 1.25 TC 0.18 Vert(LL) 0.08 11 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.29 Veri -0.10 10 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.06 Horz(TL) 0.03 7 rda n/a BCDL 5.0 Code FBC20107rP12007 (Matrix-M) LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 20 SP No.3 REACTIONS. (Ib/size) 2=701/0-8-0, 7=701/0-8-0 Max Harz 2=65(LC 24) Max Uplilt2=523(LC 8). 7=-523(LC 8) Max Grav2=720(LC 17), 7=720(LC 18) Style=1:27.4 3x4 = PLATES GRIP MT20 244/190 Weight: 58 lb FT=O% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-11-1 oc puffins. BOT CHORD Rigid ceiling directly applied or 6-8-14 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. FORCES. (lb) - Max Comp./Max. Ten. -All forces 250 lb) or less except when shown. TOP CHORD 2-3=-15Oafll4B, 3-19=-1529/1216, 4-19= 1511/1196, 4-20=-1494/1181, 20-21=-1494/1181,5-21=-1494/1181,5-22=-1511/1196.6-22=-1529/1216, 6-7=-1503/1122 BOT CHORD 2-12=-1116/1395, 12-23= 1108/1395, 11-23=-1108/1395, 10-11=-1210/1494, 10-24=-1059/1395, 9-24_ 105911395. 7-9=-1069/1395 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft1 eave=bit; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (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 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 bead plate capable of wilhstanding 1001b uplift at joint(s) except jt=1b) 2=52 2 ri 7=523. 7)'Sam i-dgid pitchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)128 lb down and 1141b up at 4-1a 123lb down and 124111 up at 5.0-0, 130 lb down and 146 lb up at 5-7-3, 124 Ib down and 129 lb up at 5-11-0, 124 Ito down and 12915, up at 7-11-0, 130lb down and 146 lb up at 8-2-13, and 1231b down and 124 lb up at 8-10.0, and 1281b down and 139 lb up at 9-8-8 on top chord, and 161b down and 7111 up at 4-1-8, 181to down and 15 lb up at 5-0-0, 33lb down at 5-7-3. 39111 down at 5-11-0. 39 lb down at 7-11-0, 33 lb down at a-2-13, and 18111 down and 15 lb up at 8-10-0. and 16 lb down and 71to up at 9-8-8 on bottom chord. The deslgn/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 ,oPs ,,`i �e'',' 3938 :rX z Al O. ATE FL Cert. 6634 April 20,2015 ®WARNING - Verllyal l9a Pa etsrs and READ NOTES ON TNISAND INCLUDED MIFEK REFERANCE PAGE MII.7473 W. D2/162016 BEFOREUSE. *®R Design void for use oNywlth MOek connectors. ibls tleslgn b based only upon poramefers shown, and Is for an Indlvtdual bulding component. Nil' Appldabilly of roommates roommateand proper Incomoraffon ofcomponenresponsibilityrespolity of binding designer- not trust designer. Racing shown -.Yil� bforlaferdw OoflndMdmil bmemWrsoNy.AdditionaltemporarybracingtoInsure sfab0lryduungconstmctbnisthe respors6b111yofthe MOWerector. Pdc9tbnal permanent bracing of the overall structure Is the resporvi of fine bLltlklg designer. For general guidance regarding fabicallmgwilyconhd.siwoge.deltvery,er flonarbboc4lg,consdt ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Componenl 6904 Parka East Blvd. Safety Information available Rom Truss Hate institute, 781 N. Lee Street. Suite 312. Alexandria, VA M14. Tanya. FL 3361D Job Truss Truss Type Ory Ply 70'Cernon EleyD T]006042 mi 1824 GRA SPECIAL 1 1 Job Reference (optional) Chambers Truss. For Plerae. FL "^"'" ... """" ' ID:_kriGCA6bx7j2Sy1HD%Fw7ye3KK-V8b_BFIOFo'ryZbJ9_ILBF9pC7OtbGOgR8kimyZZODOC LOAD CASE(S) Standard Uniform Loads (pit) Vert: 1-3_ 54, 3-4=-54, 4-5=-54, 5-6=-54, 6-8=-54, 13-16= 10 Concentrated Loads (Ib) Verl: 3=7(B) 4= 64(B) 5=-64(B) 6=7(B) 12=-e(B) 11= 35(B) 10=-35(B) 9= 6(B) 19= 28(B) 20— 60(B) 21=-60(8) 22=-28(B) 23=-18(B) 24= 18(B) QWARNING.VeITydeslgnp.r.metereend READ NOTES ON TNISAND INCLUDED MMEKREFERANLEPAGEMII-7473reV.OWi OIS BEFORE USE Design valkl for use only with Mnek connectors. This design is based only upon paametem shown. anct is for an lndmldual build g component., Appticabnity rs of design parameteand proper Incorporanon of component dllf k respon4y of building de9gner -not loss designer. ROchg shown is for lateral support of lndlvklual web members only. Additional temporary bracing to lnsme stabnity Owing conakucilon Rihe responsibility of the MiTek' erector. Adc➢Ilonal permanent bracing of Ilse overall structure Is the resPordD llty of the bulltling designer. For general guldiance regard ng fa afioh, quality control, storage. aNtoory. erection and bracing. comsat ANSUTPI1 Quality C(itero,DSB-89 and BCSI Building Component 6904 Pans E.o BlVd. Solely Information avallable from Tess Rate Institute. 78) N. Lee Street. Sulte 31Z Alexandra. VAM14. Tarry., FL 33610 Job Truss Truss Type Cy 70'Cathon ElevD 7E7006043 m11324 GRB SPECIAL i 1 Job Reference (optional) Cham0era truss, ton tierce, FL Scale: 3/16'=1' 2x3 11 4x4 = 400 12 4xe = 3x4 = 3x6 = 2x3 11 4z4 = 0 3 25 26 4 27 28 29 5 63G 31 32 7W 34 35 a 10 2 111m�! rill d C 10 37 17 38 16 39 4041 42 14 0313 12 5x15= 3x4 = 2x3 3x4 = 3x6 = 3z4 =3x6 = 3x4 = 3x4 = 5-0-0 10-3-0 156-0 214i-o 28-1-0 35-0-0 5-0-0 131 53-0 6-0-0 6-71 6-111 Plate Offsets MY)— f3'0-5-40-2-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (too) Vdell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.39 Vert(-L) 0.11 17-18 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 SC 0.32 Vert(1L) -0.15 17-18 >999 240 BCLL 0.0 ' Rep Stress their NO WB 0.43 Horz(TL) 0.D3 15 We n/a BCDL 5.0 Code FBC2010ITP12007 (Matrix-M) Weight: 1461b FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-10.6 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-15 MiTek recommends that Stab111zers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0.8-0. (lb)- Max Harz 2=96(LC 7) Max Uplift All uplift 1001b or less at jolnt(s) except 2=-546(LC 8), 15=-835(LC 8). 14— 542(LC 8), 10=-389(LC 25) Max Grav All reactions 250 lb or less at joint(s) except 2=733(LC 17), 15=1189(LC 1). 14=801(LC 1), 10=470(LC 14) FORCES. (Ib) - Max. Comp./Max. Ten. - A11 forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1549/1053, 3-25=-1272/936, 25-26=-1272/936, 4-26=-1272/936, 4-27-288/511, 27-28=-288/511, 28-29=-288/511, 5-29-288/511, 5-30=-288/511, 6-30=-2881511, 6-31-288/511, 31-32=-288/511, 32-33=-288/511, 7-33= 28B/511, 7-34=-288/511, 34-35=-288/511, 8-35-2881511, 8-9=-535/483, 9-10-924/624 "T r I 1 f I I // BOT CHORD 2-18=-907/1433, 18-36-902/1441, 36-37=-902/1441, 17-37=-902/1441, 17-38=-838/1272, 16-38-838/1272, 16-39=-838/1272, 39-40=-838/1272, 15-40-838/1272, %� ,A, q��/,j,' 15-41=-511/412, 41-42=-511/412, 42-43= 511/412, 14-43=-511/412, 13-14=-452/515, ``O�P`,S ,��•.•'�CiENS+'•.•9 12-13=-452/515,10-12=-685/1021 WEBS 3-18=0/257, 4-17=0/292, 4-15=-1854/1286, 6-15=-503/460, 7-14=-430/408, Q 3938 8-14=-857/572 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuit=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; 8=45ft; L=501t', eave=6ft; Cat. IF Exp C; Encl., GCpl=0.18; MW FRS (directional,); Lumber DOL=1.60 plate grip DOL=1.60 �Ie) ATE 3) Provide adequate drainage to prevent water ponding. This has been designed for 10,0 bottom chord live load nonconcument with any other live loads. 4C1 ��'•• 4) truss a pat 5) This trussbeen designedd of 20.0psf on the bottom chord In all areas where a rectangle 3.6-0 tall by 2-0-0 0 R (O ..... Wide will �i,�ss�O fit n the 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 546111 uplift at joint 2, 835 lb uplift N at Joint 15 /p/kr r 1 %� , 542111 uplift at joint 14 and 3S91b uplift at joint 10. 7) 'Semi -rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. FL Cert. 6634 April 20,2015 Q WARNING -Verity design parameters and READ NOTES ON MIS AND INCLUDED MITEK REFERANCE GAGE MII.1473 rev. OWS2016 BEFORE USE ■■■■■■ Design valid for use only Wlh MBek connectors. This design N based only upon parameters shown and Is for an lndlNtlual bcllding component. AWIcab9iry, or dedgn purametem antl proper Incorporallon of component Ismsporlslblllty of building designer - not truss designer. Bracing shown Is for lateral wpport oflMMdual web members only. Additional temporary bracing to hone stability during construction N the responslb@llty of the MiTek' erector. Atltlifbwl permanent bracing of lire over stm Mm N the respora)Riryof the bu dW tledpner. F rga rcl gdl a regarding labrlaallom quality contol, storage, delivery, erection antl bracing. consil ANSI/TPr Quality Cicada,DSB-99 and BCSI Building Component 604 Parke E.1 BHd. Safety Informatlon a oble from Truss Rate narrate, 781 N. Lee Steel, safe 312. AlexancL$ VA 22314. T.npo, FL 33610 Job Truss fuss type Cry Ply 70'Caere. ElerD T7006043 11324 GRIDSPECIAL 1 1 Job Reference o lional Chambers Tmss. Fad Pierce, FL 7.620 S Mar 272015 MITek Industries, Inc. Mon Apr 2015:26:422D15 Paget ID_kfiGCA6bx7j2Sy1HDXFw7ye3KK-0L9MOb1105gpAkuLVRVOnMLJXoDJ9NlaNOSJUOzOoOB NOTES- 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 289lb down and 341111 up at 5-0-0. 124 lb down and 129 At up at 7-0-12, 124lb down and 129 lb up at 9-0-12, 1241b down and 129 lb up at 11-0-12, 1241b down and 129 Ho up at 13-0.12, 124 Ito down and 129 lb up at 15-0-12, 1241b down and 129 lb up at 17-0-12. and 124lb down and 129 lb up at 19-0-12, and 124lb down and 129111 up at 21-1-4 on top chord, and 83 lb down at 5-0-0, 39lb down at 7-0-12, 39lb down at 9.0-12, 39 Ib down at 11-0-12, 391b down at 13-0-12, 39111 down at 15-0.12, 391b down at 17-G-12, and 391b down at 19-0-12, and 391b down at 21-1-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 13=-54, 3-8=-54, 8-9= 54, 9-11= 54, 19-22=-10 Concentrated Loads (Ib) Vert: 3=-160(F)18=-45(F) 25=60(F) 26=-60(F) 27=-60(F) 29=-60(F) 30=-60(F) 31=-60(F) 32=-60(F) 33_ 60(F) 36=-13(F) 37=-13(F) 38=-13(F) 39=-13(F) 40— 13(F) 41=-13(F) 42=-13(F) 43=13(F) Q WARNING -Verity design pammelen and READ NOTES ON THIS AND INCLUDED MREKREFERANCE PAGE 9II.7473rev.02/IS2015 BEFORE USE. Design valid for use only with MRek connectors. This declgn is based only upon pafanlefer$ Shown, " is for an lndlNdaai building component. �� Applkab0ity, of design parameters and proper Incorporation of component Is responsibility of Wflding designer -not true designer. bracing shown Is for lateral suppoA oflndMduai web members only. Addlllonaltemporarybw[rQtoinnuestaMilydmhgconshuctlonlsiheresponslblliltyofthe MiTek' erector. Addlliorlol permanenf bracing of the overall structure Is the responN>Iilty of the buldw designer. For general guidance regarding fa mgom cWlty control, storage, Ce1Nery, erectbn and brmhg. conwli ANSIITP1I Quality Christie, D58-89 and SCSI Building Component 69N Pmke East Bald. Safety In/ormafion ava0abie from Taos flare Instllula. 781 N. Lee Sheer. Stilts 312 Alexandrkt VA M14. Tunpu. FL 2361 D Job Truss Truss Type Oty Ply 70' Cartoon Elev D na9so44 7n11324 ERG HIP 1 1 Job Reference o fionel Chambers Truss, fort Plan,., FL 1-0-0 7-0-0 1341-0 20-9-10 -0-0' 7-0-0 66-0 7-1-10 4.00 F12 Sxa— 3x6 II 5x6 We= 3 16 17 18 194 20 5 21 -X 1 2 �f 1, 0 3x4 = 1s 13 27 28 14 29 30 31 32 2x3 11 3x6 = 6x10 = Mar 272015 WRok Industries, Inc. Mon Apr 20 5x9 = 48 = 22 6 23 24 25 26 7 33 12 34 11 35 36 10 3x4 = 4x6 = 2XJ 11 7.0-0 _i 13b-0 1 20-9-10 I 2641-0 i 35-0-0 7-0-0 66-0 7-1-11 7-24i - 7-0-0 Scale = 1:61.8 Plate Offsets(XY)— (2:0-2-OEdgel (3:0-5-120-2-121 f5:03-OEdael16:D3-8,0.2-86f7:0-5-40-2-41 f8:0-3-140.1-81 LOADING pal) SPACING- 2-0-0 CSI. DEFL. in (roc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Ven(LL) 0.26 10-12 >965 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(fL) -0.3810-12 >669 240 BOLL 0.0 ' Rep Stress Incr NO WB 0.71 HOrz(TL) 0.10 8 n/a n/a - BCDL 5.0 Code FBC2010/rP12007 (Matrix) Weight: 1551b FT=O% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 4-13: 2x6 SP No.2, 6-13: 2x4 SP M 30 OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 2=445/0-8-0, 13=2650/0-8-0, 8=1037/"-0 Max Horz2=-84(LC 6) Max Upllft2=-430(LC 8), 13= 2294(LC 8). 8=-942(LC 8) Max Grav2=539(LC 19), 13=3139(LC 2). 8=1234(LC 20) BRACING - TOP CHORD Structural mod sheathing directly applied or 3-9-3 oc pudins. BOT CHORD Rigid calling directly applied or 5-3-9 oc bracing. WEBS i Row at midpl 3-13, 6-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation Guide. FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-869/566, 3-16=-1085/1586, 16-17=-1085/1587, 17-18=-1085/1587, 18-19_ 1085/1587,4-19=-1085/1587,4-20=-1085/1587, 5-20=-1085/1587, 5-21=-1085/1587,21-22=-108511587. 6-22=108511587, 6-23— 2144/1634, 23-24=-2144/1634, 24-25=-2144/1634, 25-26= 2144/1634, 7-26=-2144/1634, 7-8=-2967/2109 BOT CHORD 2-15=-458/764, 15-27= 4671793. 27-28=-467f793, 14-28=-467/793, 14-29— 467/793, \ \\S 1 A 13-29=-4677793,13-30=-1473(2144,30-31=-147312144, 31-32=-147372144, ` 11-335=-ie9e1122na; 8s-3s--is9af 77a, io3s-189812na; a 10o--18872744334 ���``0 ........... ... E 1. . i WEBS 3-15=-171/559.3-13=-2501/1791,4-13=-893/863, 6-13=3917/2865, 6-12=25/611, �` �� S�••9 0 7-12= 670/448, 7-10= 181/595 3938 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128ni TCDL=4.2psf; BCDL=3.Opsf; h=121t; B=45ft L=50ft; eave=61t; Cat. y •� Exp C; Encl., GCpi=0.18; MW FRS (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 lost bottom chord live load nonconcurrent with any other live loads. k 5) • This Imes 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 �;NN' Join%� tit between the bottom chord and any other 6) Provide3 machuplift naioat t Lion (by others) members. rs) of russ to bearing plate capable of withstanding 430111 uplift at joint 2, 2294lb uplift at joint ���is�';p N Al dE' ,, 7)'Serri-rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. FL Cert. 6634 April 20,2015 AWARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED IN EKREFERANCEPAGEMII.7C7Srev.0WS110/5BEFOREUSE. Deslgn vaikl for use only Win MBek connectors. this design h based only upon parametersshown, and Is for an IndlNtlual buRdIng component. Applboblllly of dedgn parameters and proper hcomorallon of component Is responsblllly of bullditg designer -not truss designer. &acing stwwn Is for lateral support of 81dNldual web members only. Addlllonal temporary bracing to Insure stabllityduring construction Is the restamele011ty of fie Welk'erector. Addlllonal permanent bracing of the overall structure Is the responsibility of the buNtling designer. For general gddance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/IPI I Comity Criteria, DSB-89 and SCSI Building Component Safety Information avaiable from Teas Rate Institute. 781 N. Lee Street. Suite 312. Alexandric. VA 22314. 6904 Parke East Es d. Tamps. FL 33610 Job Truss Truss Type Qty Ply 70'Carton Ele D T7006044 Trlinl GRC HIP 1 1 I Job Re(ereroe Lionel Chambers Truss. Fort Pierce, FL I.ti2o s rum LI So'.rvul e4 lnaeem....no mom npr [u m:zo:aa zum ragez ID:-KGCA6bx7j2M HDXFw7ye3KX-yjH6pHKHYj5X021jf.X..RXRcgNTCPtrixQY=Oo09 NOTES- 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 231 lb down and 352lb up at 7-0.0, 118 lb down and 189 lb up at 9-0-12. 1181b down antl 189 Ib up at 11-0-12, 1181b down and 189 Ib up al 13-0-12, 1181b down and 1891b up at 15-0-12, 118 Ib down and 1891b up at 17-0-12, 1181b down and 189111 up at 17-11-4, 118 lb down and 1891b up at 19-11-4. 118 Ito down and 189 to up at 21-11-4, 118 lb down and 189 Ito up at 23-11-4, and 118 It, down and 189 lb up at 25-11-4, and 231 Ib down and 352 Ib up al 28-0-0 on top chord, and 388Ib down and 2401b up at 7-0-0, 68Ib down at 9-0-12, 68Ib down at 11-0-12, 68Ib down at 13-0-12, 68Ib down at 15-0-12, 68Ib down at 17-0-12, 68Ib down at 17-11-4, 68Ib down at 19.11-4, 68Ib down at 21-11-4, 68Ib down at 23-11-4, and 68 lb down at 25-11-4, antl 388 Ib down antl 240 Ib up al 27-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-9---44, 3-7=-44, 7-9=-44, 2-8= 10 Concentrated Loads (Ib) Vert: 3= 156(B) 5=-96(B) 7=-156(B) 15=-333(B) 10_ 333(B) 16= 96(B) 17=-96(B) 19=96(B) 20=-96(B) 21= 96(B) 22=-96(B) 23=-96(B) 25= 96(B) 26_ 96(B) 27= 23(B) 28=-23(B) 29=-23(B) 30=-23(B) 31=-23(B) 32= 23(B) 33=-23(B) 34=-23(B) 35=-23(B) 36= 23(B) A WARNING - VerUydeslgn paramMero end READ NOTES ON TNISANO INCLUOEOMREKREFERANCEPAGEMII-7473rev.=6I2015BEFORE USE. �.■ Design valid for use onlywlth Mnek connectors. This design is based only upon raramelersshown, and is for an Indvidual bullOing component. Applicability of design parameters and proper incom i eorallon of component Is responslblllty of building designer - net truss designer. Bracing stgwn aaa��•iii��� Is for lateral support of lntlNldual web members only. Addltionol temporary brocig to Insure stability during construction is the responslbllllty of the MiTek' erector. Additional permanent lxaclrg of the overall structure is fire responsibility of the building designer. For general gulden,. Mooning fabAcagon, quality control. storage, delivery, ereollon and Ixaclag. consult ANSUTPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information metable from Truss Rate Institute. 781 N. We Street. Suite 312, Alexondit VA 22314. Tarrge, FL 33610 Job Truss Truss Type ty P y 7W Gorton Ekw D T]006045 11324 it MONO TRUSS 6 1 Job Reference (optional) Chambers Truss, Forl Pierce, FL T620s Mef272016Mnsklndusfles, Inc. Mon Apr201526442D15 Pagel ID_kf,GCA6bx7j2Sy1HDXFw7ye3KX-yjH6pHKHYj5X021jfsXDenRkgczbTNXtrb(QYuzOoOg 1-0-0 1-0-0 Refer to MiTek 'TOE -NAIL" Detail for connection to supporting carrier truss (typ all applicable Jacks on this Job) Scale = 1:6.2 4.00 r12 3x4 = LOADING(psf) SPACING- 2.0-0 CSI. DEFL. in Quo) Udell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) -0.00 2 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(TL) -0.00 2 >999 240 BCLL 0.0 ' Rep Stress Incr YES WE 0.00 Horz(TL) -0.00 3 We n/a BCDL 5.0 Code FBC20l O/rP12007 (Matrix) LUMBER - TOP CHORD 2x4 SP No.3 SOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=-8/Mechanical, 2=120/0-8-0, 4=5/Mechanical Max Horz2=47(LC 8) Max Uptllt3= 8(LC 1), 2= 153(LC 8) Max Grav3=26(LC 8), 2=120(LC 1), 4=141LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. PLATES GRIP MT20 244/190 Weight: 5111 FT=O% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purling. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vu1t=165mph (3-second gust) Vasd=128mph; TCDL=4.2pst; BCDL=3.Opsf; h=12f ; B=4511; L=50fl; eave=6ft; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 2.`� S 1 Arrr, 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8lb uplift at joint 3 and 153111 uplift at Joint % �-- 6) Semi -rigid pitchbreaks Including heels' Member end fixity model was used in the analysis and design of this truss. `�`v, 3938 Mr ATE ' 4/Z �O�tc O R Q p C?��. FL Cert. 6634 April 20,2015 AWARNING- VeNlydestgaparastoers and READ NOTES ON THIS AND INCLUDED MREKNEFEHANCE PAGE MIF7473rov. 01/16/1015 BEFORE USE. ■ Design valid for use only with MRek connectors. Ibisdergnis based only upon l]aametersshown, andis for an lnclNdlwl budlni component. Appibolory of de ign parameters and lxoper Incotponatlon of component Is Nspondiolity of building designer -not faun deslgner. Bracing shown i•� Is for lateral support of Indlvklual web members only. Addllbnal temporary bracing to Insue staMlty dtuing construcflon Is the responsibrilty of the MiTek' erector. Additional permanent bracing of f as overall structure Is the respon"Ity of the building coroner. For general guidance regardlnfl fabricallon quality control. storage, delivery. erector, and bracing, consult ANSIRPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parka East Blvd. Safety Information wadable from Teas Rate Institute. 781 N. Lee Street. Suite 312. Blexantlrd. VA 22314. Tarrya, FL 33610 Truss Truss Type Oty Ply TO- Carron Elev D T]006046 ko In11324 J3 MONO TRUSS 6 1 Jab Reference (optional_ Chambers Truss, Foil Pie¢a, FL Flag: 3x4 = T.62e a Mar 2/ Zarb Valor industries, ina. Men Apr 20 15:26:45 Z(Ia Page 1 ID_MiGCA6bx7j2Syt HDXFw7ye3KX-OvgV1cLVIODOIC=Da37P7zw01TCgnD3Mgz5LzOoOB LOADING(psf) SPACING- 2-0-0 GEL DEFL. In ODD) Vdefl Ud TOLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) -0.00 2-4 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(TL) -0.01 2-4 >999 240 BCLL 0.0 ' Rep Stress ]nor YES W B 0.00 Hoa(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2010/1PI2007 (Matrix) LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=53/Mechanical, 2=174/0-8-0, 4=13/Mechanir I Max Horz2=84(LC 8) Max Uplift3=47(LC 8), 2=-178(LC 8) Max Gmv3=61(LC 13), 2=174(LC 1), 4=39(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. Scale =1:9.6 PLATES GRIP MT20 244/190 Weight: 11 lb FT=O% BRACING - TOP CHORD Structural wood sheathing directly applied or 3.0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation ouide NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psC BCDL=3.Opsf; h=12ft; B=451t; L=501t; eave=6fl; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (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 tail by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girders) for truss to truss connections. \` \\S r A. Fft•� 5) Provide mechanical connection (by others) of miss to bearing plate capable of withstanding 471b uplift at joint 3 and 178 lb uplift at joint \\\ I� 2. 6) Semi -rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. �``,\�`V'• • C'E N ' <B gee S' 9 � 3938 ATE �+ i T� O R 1 O Ca sS;ONA` FL Cert. 6634 April 20,2015 ® WARNING -Verify design paramefen and READ NOTES ON MIS AND INCLUDED MREK REFERANCE PAGE MIP7473 rev. OWWO15 BEFORE USE. Design valM for use only with Mgek connectors, this design b based only upon parameters Move. and Is for an hdMtlual burden component. OF Appllcobrity, of tleslgn parameters and proper Incorporation of component R responslblllty, of b icM deslgner -not huss designer.: Bracing shown Is for lateral support o(InclMdual web members only. AddllbrlalfempofarybmohgtolmurestabrltydurtngconstmcibntslherespOn9bllilty Ofthe MiTek' erector. Motional permanent bracing of the overall structure Is the respon holly of the burden designer. For general guldance regardhg fablcofton, quality control. storage. delivery. erecfton and bracing. consult ANSI/IPIt Quality Criteria,DSR-89 and SCSI Building Component 69N Parke East BNd. Safety Information available from Toss Rate IreStute, 781 N. lee Street. Wife 312 Alexoncift VA M14. TaWo, FL 33610 Job Truss Truss Type Cry Ply TO-CarlonElev D T]00604] m11324 J5 MONO TRUSS 15 1 Job Reference (optional) Chamfers Truss, Fort Pierce. FL 7.62D S Mar 272015 MRek Industries, Inc. Mon Apr 2015:26:45 ME Paget ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-OvgVlcl-vl0DOICcwDa37P?zpDOEnCgnO3Mgz5LzOoOS OA 5-0-0 1-0-0 5-0 0 3x4 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (too) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(-L) -0.03 2-4 >999 360 TCDL 7.0 Lumber DOL 1.25 SO 0.33 Vert(TL) -0.05 2-4 >999 240 BOLL 0.0 ' Rep Stress Incr YES WE 0.00 Horz(TL) -0.00 3 n/a We BCDL 5.0 Code FBC20101TPI2007 (Matrix) LUMBER - TOP CHORD 2x4 SP No.3 SOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=114/Mechanical, 2=230/0-8-0, 4=23/Mechanical Max Horz 2=122(LC 8) Max Up1Ift3=-114(LC 8), 2=-202(LC 8) Max Grav3=127(LC 13), 2=230(LC 1), 4=69(LC 3) FORCES. gb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale=1:12.9 PLATES GRIP MT20 244/190 Weight: 171b FT=0 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 or. puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psh, BCDL=3.Opsf; h=12ft; B=45ft', L=501t; eave=6ft', Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. "e ` A 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 114 Ito uplift at Joint 3 and 202 Ito uplift at `N��� Joint 2. %% �v�P 6)'Semi-rigid pitchbreaks Including heels' Member end fixity model was used in the analysis and design of this truss. ��0 G E N 39' FL Cert. 6634 April 20,2015 QWARNING - Verify design parameters and BEAD NOTES ON THIS AND INCLUDED M/TEK BEFERANCE PAGE MII.7473 rev. OVISTOIS BEFORE USE. ■■ Design valid for use only Win Mffek Conn sclors. This design f based only upon parameters shown, and Is for an Individual bulldng component. Applicability of design parameters and proper incorporation of component is respandlolity of building designer- not truss designer. Bracing shown Is for lateral support orridNicurd web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the MiTek' erector. Mcitlonal permanent bracing of the overall structure Is thlMllty e responsof the bulldirx9 designer. For general guldane cregarding fabdcatlort quality control, storage, delivery, erection and lxaclng. consult ANSI/TPI I Quality Claudia, OSB-89 and BCSI Building Component 69N Parke East BNd. Safety Informatlon wallable from Truss Role Institute. 781 N. toe Street. Suite 312, Alexandra, VA MIA. Torsion, FL 33610 Job Truss Truss Type Oly Fly 70'carton ElevO T7006048 W11324 J7 MONO TRUSS 12 1 Job Reference o tional Chombaes Tmas, Fan Ms.., FL 3x4 7.620s Mar272015MIIeNNUU-tllae,NC. Man Apr LVIS:26.4b2Vlb Poser ID_kfiGCA6bx7j2Sy1HDXFw7ye3KX-v6OlEyMX3KLFfMB6nHaMxCWOgPUsxH1AIODXdnzOo07 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Veft(LL) -0.12 2-4 >639 360 TCDL 7.0 Lumber DOL 1.25 BC 0.73 Verl(TL) -0.22 2-4 >365 240 BCLL 0.0 ` Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2010/rP12007 (Matrix) LUMBER - TOP CHORD 2x4 SP M 30 SOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=172/Mechanical, 2=291/0-8-0, 4=33/Mechanical Max Horz2=16O(LC 8) Max Upllft3=-174(LC 8). 2=-234(LC 8) Max Grav3=189(LC 13), 2=291(LC 1), 4=99(LC 3) FORCES. gb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. Scale: 3/4"=f' PLATES GRIP MT20 2441190 Weight: 23111 FT=O% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 no puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 as bracing. M(Tek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; 8=45ft L=501t; eave=6ft; Cat. II; Exp C; Encl., GCpl=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 nonconcurrant with any other live loads. 3) ` This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 174.lb uplift at joint 3 and 234 Ib uplift at ,S A. joint 2. `��� ,�� -^ P 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used In the analysis and design of this truss............ , �0\V: 3938 :ram �igs�ONA E��p FL Cert. 6634 April 20,2016 ®WARNING- Verify design parameters and READ NOTES ON THISAND INCLUDEDMfFEKREFERANCEPAGEMII.7479 rev. 027I61N016BEFORE USE. ■ Design valid for use only wlih MBek connectors. lhts design k based only upon parometersshown, and is for an Individual buitding component. Applicability of design parameters and proper Incorporation of component 5 respomllutity orbulidhg designer -not Inns designer. Bracing shovm Is for lateral support of individual web members only. AddBbrwl temporary bracing to insure stabilty during construction is the responslb011ty of the MiTek' erector. Motional permanent bracing of the overall structure Is the responsibility of the bulldkg designer. For general guidance regarding Fabrication, quality control. storage. delivery, erection and bracing, consult ANSI/IPI I Quality Criteria, DSB-89 and Best Building Component 6904 Parke East Blvd. Safety Information available from ➢us Nate Institute, 781 N. Lee Street Suite 312. Alexandria. VA 22314. Tampa, FL 33610 3x4 = LOADING(psi) SPACING- 2-0-0 CSI. DEFL. In poc) I/dell Ud TCLL 20.0 Plate CHIP DOL 1.25 TC 0.11 Ved(CL) -0.00 7 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Ven(TL) -0.00 7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n1a file BCDL 5.0 Code FBC2010/rP12007 (Matrix-M) LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=41/Mechanical, 2=142/0-8-0, 4=17/Mechanical Max Horz2=73(1-0 8) Max Upilft3=-38(LC 8), 2=-136(LC 8), 4— 4(LC 8) Max Grav3--45(LC 13), 2=142(LC 1), 4=26(LC 3) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (ID) or less except when shown. Scale = 12.5 PLATES GRIP MT20 244/190 Weight: 9lb FT=0 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-4-3 oc puffins. BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation Guide. NOTES 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.OpsF h=12ft; B=45fh L=501t; eave=6fl; Cal. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will lit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. ,S A. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 38111 uplift at Joint 3, 136111 uplift at joint 2 ` `�� �I�,, and 4 lb uplift at joint 4. � ..n1�P ANq be 1 6) "Seml-rigid pitchbreaks including heels" Member antl fixity model was used in the analysis and design of this truss. �`v`. •" ` 39380 Viz ��.0. ATE FL Cert. 6634 April 20,2015 Q WARNING -Verily deslga paramer. and READ NOTES ON MIS AND INCLUDED MITEKREFERANCEPAOEMII.7473rev. O&ISQ015BEFORE USE Design valld foT use onlywlth MNek connectors. ibis design Is based only upon paramelersslwwn and Is for an IndMdual bullang component. �' Do Apdk:abOty ofd.dgn paameters and proper incoporallon of component is resporelblllty of bullding designer- not htaw designer. Bracing shown Is far lateral support of lnfivldual web members only. Addllional temporary bTacing to lreure stability during conshnction is the respondbulty of the MjTek' erector. Addlllo al permanent brackxr of the overall armature is the respoTdblllN of the budealng desFor gonetal riddance regarding fabrlcoWn quality cnnhol. storage, tleMery, erection antl daring, coTaWl ANSI/TPII Quality Critetla, DSB-69 and BCSI Building Component 6904 Parke East Blvd. Safety Inlormallon available from Truss Rate IryalMe, 781 N. Lee Sheet. Wife 312 Alexandria. VA M14. Terrpa, FL 33610 Job Truss Truss ype ty ly ]D'Cortlon ElevD T]006060 7n11324 JB MONO TRUSS 2 1 Job Reference (optional) Ohamaers Tmaa. 3x4 = ID-kfiGCA6bx7j2Syl HDXFw7ye3KX-NIyFSIM9geTGHWmIL75bUQ3AOpxUgkGJXg949DzOo06 LOADING(pst) SPACING- 2-0-0 CST. DEFL. in Qoc) Well Ud TCLL 20.0 Plate Gnp DOL 1.25 TC 0.40 Ve if 0.03 4-7 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.25 Vert(TL) -0.04 4-7 >999 240 BCLL 0.0 ' Rep Stress Inor YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 5.0 Code FBC2010/TPI2007 (Matdx-M) LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (Ib/size) 3=105/Mechanical, 2=269/0-8-0, 4=32/Mechanical Max Holz 2=114(LC 8) Max Uplilt3_ 99(LC 8), 2=-222(LC 8), 4=-1(LC 8) Max Grav3=105(LC 1), 2=269(LC 1). 4=61(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-441/229 BOT CHORD 2-4=-300/485 Scale = 1:12.9 PLATES GRIP MT20 244/190 Weight: 191b FT=O% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-5-11 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation Guide. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; 13CDL=3.Opsf; h=12ft; B=45ft; L=50fh eave=6fh Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pet bottom chord live load nonconcurrent with anyother live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ons.`` ,`S t A ' y fit between the bottom chord and any other members.4) Refer to gi `_T^� hues truss 5) Provide mechanicalrconnection (by others)ofbuss to bearing plate Capable of withstanding 991b uplift at joint 3, 222 lb uplift at joint 2 ��`,,,0\V,PG •N S'` and 1 Its uplift at joint 4. �`r: E 6)'Semi-rigid pitchbreaks Including heels' Member end fixity model was used in the analysis and design of this Imes. 3938 SS�111+m0NAU 0 FL Cert. 6634 April 20,2015 Q WARNING. yerllydssiga pammefera andREAD NOTES ON THMANO INCLUDED MITEKHEFERANCEPAGEMIP74M... 0246GOISEEFORE USE. Design valid for use onlywith Mlfek connectors.this design is based only upon paamefersshown, and B form lneRvldual bonding component. APpI1cObrily of Bevan pWamet.M antl proper IncorpwOSon of component b responslblllty of bullding designer -not truss designer. Bracing shown Is for lateral suppod of Individual web members only. Additional temporary bracing to Insure 5tab0lty during constmcHon Is the TespongbRilty of the MiTek' erector. Accillonal petunment bracing of the overall structure Is the responsiblllty of the building designer. For general guidance regodhg fabrication, quallly control. storage, delivery, erection and bracing. consult ANSI/TPI1 Quality Criteria, DSS-69 and SCSI Building Component 69D4 Parke Ewt BNB. Safety Information avoloble from Truss Rate Institute. 781 N. Lee Street. Sulte 312. Alexandria VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply 70'CmPon ElevD T]006051 .11324 JC MOND TRUSS 2 1 Job Reference (optional)_ Chambers Tf Yes, Fart Pierce, FL 7.b2USMar2lzulb MIIeKlnauslrles,Ine. Mon Aprzv1b:Lb:4b[elb Valet ID:_kfiGCA6bx7j2Syl HOXFw7ye3Kx-rUW dfeNnb#lzufLVuicgldbOKDKVPBWTIJvdhfzOcO5 .1 0.0 ' 1-0-0 1-1.4 LOADING (psf) SPACING- 2-0-0 CSL TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 TCDL 7.0 Lumber DOL 1.25 BC 0.01 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 BCDL 5.0 Code FBC2010/TPI2007 (Matrix-M) LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (Ib/size) 3=10/Mechanical, 2=109/0-8-0, 4=4/Mechanical Max Horz 2=50(LC 8) Max Upllfl3=-7(LC 5), 2_ 126(LC 8), 4=-3(LC 5) Max Gmv3=12(LC 13), 2=109(LC 1), 4=1 O(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. 3x4 = DEFL. in (loc) Udefl Ud VeR(LL) -0.00 5 >999 360 Vert(TL) -0.00 5 >999 240 HOrz(TL) 0.00 2 n/a RIG PLATES GRIP MT20 244/190 Weight: 5lb FT=0 Scale = /:6,3 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-1-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; 8CDL=3.0psf; h=12R; B=450; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 71b uplift at joint 3, 126 lb uplift at joint 2 \\rS jI ,♦ \\-\n\ �I�r A and 3 lb uplift at joint 4. 6) "Semi -rigid pltchbreaks including heels' Member end fixity model was used In the analysis and design of this mass. .1 \ ,% q� �♦ 3938 :fir Z �S \ \\ ♦♦♦i♦SOON A0 E�\ FL Cert. 6634 April 20,2015 0 WARNING-Vertly desrgn Parameters soar READ NOTES ON THISAND INCLUDED MREK REFERANCEPAGEMII-7473 rev. 0Y/ER015REF0RE USE. Design valid for use any with MRek connectors. lNs design is based only upon parameters shown, and is for an hdlMdual building component. sot of design parameters and propproper Incorporation of component a responsibility of buldhg designer -not truss designer. Bractng shown Is for lateral wppon oftndlvaual web members any. Adr1111wwl temporary bracing to Insure stablllty dating construction is the restaryalltlty of the MiTek' erector. Addillonal permanent txml aclrxl of the overall structure Is the respoblllty of the budding designer. For general guidance regarding fabdcatlon. quality control, storage. delivery. erection and bracng, consult ANSVTPI I Quality Criteria, DSB-89 and BCBI Building Component 6904 Parke East Blvd. Safety Information ava0able from miss Plate Institute, 781 N. We Street, Suite 312 Alexandra, VA Ml4. Tampa, FL 33610 Job Truss Truss Type Cry 70'Cartlon Pay T)006D52 an11324 KJ5 MONO TRUSS 1 IPly 1 Job Reference o fionel Chorhi Truss, For Pleme, FLl,b2USMat2/2VIDMIIeRlnouslfles,lnc. Mon Apt2ula:za.ea Gsao rose ID:_MiGCA6bx7j2Syl HDXFw7ye3KX-rUW dfeNnbxbzufLVuicg1 dbNIDIEPBWTIJvdhfzOo05 -1-5-0 3-11.0 7-0-2 1-5-0 3-11.0 3.1-2 2.83 F12 ass = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) Udell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Verl(LL) 0.05 4-7 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.16 Vetl(TL) -0.09 4-7 >885 240 BCLL 0.0 Rep Stress [nor NO WE 0.00 Holz(TL) 0.00 2 n/a n/a BCDL 5.0 Code FBC2010/TP]2007 (Matax-M) LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 REACTIONS. (lb/size) 3=176/Mechanical, 2=239/0-11-5, 4=46/Mechanical Max Harz 2=109(LC 8) Max Uplift3=-167(1_C 8), 2=-206(LC 8) Max Graii 81(LC 13). 2=239(LC 1), 4=86(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-555/261 BOTCHORD 2-4=-336/596 Scale: 3/411' PLATES GRIP MT20 244/190 Weight: 23lb FT=O% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf, BCDL=3.OpsF h=121t; B=45ft; L=50f; eave=6ft; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (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 nonconcurrenl with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will \\\ III I I fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. ,\\\ -- ftss p,S A. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 167lb uplift at joint 3 and 206111 uplift at ,�\ �� �\v,.•• .��GEN joint 2. 6) "Son i-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. ,% r • 7) In the LOAD CASE(S) section, loads applied to the lace of the truss are noted as front (F) or back (B). : 39 LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2=-54 Trapezoidal Loads (pit) Vert: 2=0(F=27, B=27)-to-3=-95(F=-20, B— 20). 5=0(F=5, S=5)-to-4=-18(F=-4, B= 4) *: ATE :44/ 00 �si� FL Cert. 6634 April 20,2015 Q WARNING -Verity design parameters and BEAD NOTES ON THIS AND INCLUDED MOEKREFERANCEPAGE MIIJ4)3 rev. 021IM015 BEFORE USE Design valid for use only with Mllek connectors. This design Is based only upon parameters shown, and Is for an individual bul d et, componenl. � Applicablllty of design parameters and proper Incomerallon of component is responslblllty of building designer -not truss designer. Racing shown Is for lateral support of Individual web members only. Additional tempo[arybracing to Insure sfab611y dusters constmclbn is the resporulbllllty, of the MiTek' erector. Additional peimanani brackrg of the overall structure Is the resp ssaIN1ly of the building designer. For general guldence regarding fabdcatlon quality Central. storage. delivery, erecllon and bracing. conudfAN51/1p1 I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avoldna from Truss Rare Institute. 781 N. Lea Street. Suite 312. Alexandria. VA W314. Tarps, FL 3361D Job Truss Truss Type aty Ply 7V C.inon Cf.D T]DD6D53 11324 KJ7 MONOTRUSS 2 1 Job Reference o tionel Chambers Truss. Fod Pierce, FL Mon AN 20 15:26AP 2015 14= u 5 3A = Scale = 1:21.1 641-12 3-1-5 LOADING(psf) SPACING- 2-0-0 CS]. DEFL. In (too) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.20 Vert(LL) -0.04 2-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.21 Vert(TL) -0.08 2-7 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.20 Horz(TL) 0.01 5 rVa n/a BCDL 5.0 Code FBC2010/TP12007 (Matrix) Weight: 38lb FT=046 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M30 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=104/Mechanical, 2=294/0-11-5, 5=310/Mechanical Max Horz 2=192(LC 8) Max Uplift4=-130(LC 8). 2=-280(LC 8), 5=-232(LC 8) Max Grav4=155(LC 13). 2=351(LC 2), 5=387(LC 13) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-703/330 BOT CHORD 2-7=-455f700, 6-7= 4557700 WEBS 3-6=-807/524 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. MITek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psh BCDL=3.Opsf; h=1211; B=45f; L=501t; save=611; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 11 `� ,S t A' 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 Wide will fit between the bottom chord and any other members. �� p` 4) Refer to girder(s) for truss to truss connections. ��1 Off•' G E N 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 130 lb uplift at joint 4, 280 lb uplift at joint 2;%��`,.' V\ and 232 Ito uplift at joint 5. 6) "Semi -rigid pitchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. 39: 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 =�. mir 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) AT E Vert: 1-8=-44 Trapezoidal Loads (pit) �i, < O ii XQ P l N %� Verl: 8=O(F=22, B=22)-to-4=-108(F=-32, B_ 32), 2=1(F=5, B=5)-10-6=-25(F= 7, B=-7) ;Q N A' E�O%�` FL Cert. 6634 April 20,2015 0 WARNING - Verltydeslgn paramofem end READ NOTES ON TeSANO/NCLUOEOMREKREFERANOEFAGEMIF7473mv. 0&16Ze1S BEFOREUSE Design vald for use onlywlth MBek connectors. iNs desgn h based only upon parametersshown, anti is for an ladAdoal WAiding componenf. Applicability of desgn naromeiers and proper Incorporatonofcomponent Is resporWblllty of bulidhg designer- not truss deslgnel. Bracing shown ■�Y Is for lateral support of ItWNklual web members only. Addliloral femporary bracing to Ir,.wre slabNlty during conshucibn Is the respondblilly of IM MiTek' erector. Mc8loratpermor,enlbracing oflheoveralisbuctureblhoresportsbilllyof the building designer. for gomralgWtWnceregarding fabdcallom quality control. storage. delNery, erection a bracing, consult ANSIRPI16ua0ty Criteria,DSB-89 and BCSl Building Component 6904 Parke Ems BNd. Safety Information available from inns Rate Irtsiliute. 781 N. Lee Street. State 31%Alexarxf b VA22314. Teepe, FL 33610 ob Truss Truss Type y Pty 7W Carlton El.D T]006054 -'a1324 UA MONO TRUSS 2 1 Job Reference (optional) Chambers Truss, Fo4 Pierce, FL 3xA = 7.620 a Mar z1 Lula MI I eK mausulee, Inc. Mon Apr LV i526:49 LD,i rose 1 ID:_kfiGCA6bx7j2Sy1 H DXFw7ye3KXJh4?s_OOMFjgWPwhSO73ZgBaBdfGBemc_Zel3E6ZOoO4 Scale = 1:13.9 LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in goc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Verl(LL) -0.02 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Verl(TL) -0.05 4-7 >999 240 BCLL 0.0 ' Rep Stress ]nor NO WB 0.00 Horz(TL) 0.00 2 n/a We BCDL 5.0 Code FBC2010/TPI2007 (Matrix-M) Weight: 20 lb FT=O% LUMBER - TOP CHORD 20 SP M 30 BOT CHORD 2K4 SP M 30 REACTIONS. (Ib/size) 3=129/Mechanloa1, 2=186/0-9-11, 4=34/Mechanical Max Horz2=97(LC 8) Max Upllft3-124(LC 8), 2=-159(LC 8) Max Grav3=133(LC 13), 2=186(LC 1), 4=69(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-342/134 BOTCHORD 2-4=-199/364 BRACING - TOP CHORD Stmctuml wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Ops1; h=12tF B=45ft; L=501t; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 11) f fit between the bottom chord and any other members. �A. 4) Refer to girder(s) for truss to truss connections. �� P 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1241b uplift at joint 3 and 1591b uplift at ,% 0. •�Ci E N Joint 2. A` ' �. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used In the analysis and design of this truss. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). z 39, LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Un{iorm Loads (pit) Vert: 1.2=.54 Trapezoidal Loads (pit) Vert: 2=0(F=27, 6=27)4o-3=-S7(F=-14, B=-14), 5=0(F=5, 8=5)-to-4=-i5(F=-3, B-3) x ATE ::IIJ S'pNA; FL Cert. 6634 April 20,2015 �WARNINO- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIf-7477 mv. OWM015 BEFORE USE ■■■■ Design valid for use only with Wax connectors. iNs deign is based only upon paameters shown, and is for an hdif[dual bulding component. App icabtlly of design paameters and doper Inco paratlon of component h respansmlllty of bWld9g designer - not truss deignef. Wmhg shown �� Is for laterol suPporl of Individual web members ordy. AtldBbnal temporary bracing to Insure stab9lty do" construction Is the resporob9ily of IM MiTek' erector. Addllonal permanent bracing of ore overall strucNre Is the responsldllyof the buldlng designer. For general gWdalce, regatlhg fabdcaflmqudltycontrd.storage,deltvery.erecilmn brachg.con tANSIfTPli Quality Criteria. DSB49 and BCSI Building Component 6904 Parke East Blvd. Safety Information masiade from Truss Hate Institute. 781 N. Lee sheet, suite 312. Alexor crlcL VA 22314. Tampa. FL 33610 Job Truss Trues, Type aty Ply 70' Carron Elev 0 noo6oss m1lK4 US MONO TRUSS 2 1 Job Refererae optional) Chambers Truss, Fort Pierce, FL 1-2-9 3,14 = 7.e20e Mar272015M,ieXlnCU$tueS,Inc. Mop Apr201S:26.SULUIb Fagot ID:_MiGCA6bx7j2Sy1HDXFw7ye3KX-nteO4KP27Zrh8zVtO7el62gm919gt50mDdOkmyzOoO3 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. In (roc) lidetl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) -0.01 4-7 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.06 Vert(rL) -0.02 4-7 >999 240 BCLL 0.0 ' Rep Stress Incr NO W B 0.00 HDrz(TL) 0.00 2 n1a Na BCDL 5.0 Code FBC20lOfFP]2007 (Matrix-M) LUMBER - TOP CHORD 2x4 SP M 30 SOT CHORD 2x4 SP M 30 REACTIONS. (lb/slze) 3=88/Mechanical, 2=148/0-9-11, 4=24/Mechanical Max Harz 2=75(LC 8) Max Uplift3=-82(LC 8), 2= 139(LC 8) Max Grav3=88(LC 1), 2=148(LC 1), 4=53(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scalic1 =1' PLATES GRIP MT20 2441190 Weight: 17 to FT=O% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf', BCDL=3.Opsf; h=12ft B=45ft; L=5011; eave=loft Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pet bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opst on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0.0 wide well 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 82lb uplift at joint 3 and 1391b uplift at joint ,``%\PS• A. 2. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. ♦♦ p`; •" 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). ♦���. ••�� G E N LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=I.25 Uniform Loads (pit) Vert: 1-2=-54 Trapezoidal Loads (pit) Vert: 2=0(F=27, B=27)-10-3=-67(F— 7, B=-7), 5=0(F=5, 6=5)-to-4_ 12(F=-t, B= t) ♦ f 3931 fi ATE :��/ OR IV."' �NAt- mll FL Cert. 6634 April 20,2015 Q WARNING. Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCERAGE MII-74T3 rev.=6R016REFORE USE. *�A� Design valid form onlywlth Mrek connectors. Thbdesign h thmol only upon paomefersshowm, and Is for an Indlvldual bu9dW component. AIVIcralllty of design parameters and proper lncomiallon ofoomponeM Is responalli of building designer -not Buss desgner. Bracing shown i.�■ h for lateral wppod of Individual web members only. Addillmal temporary bracing to Insure stab01ty, dUri construction h the respon4bhiry of the MiTek' erector. Addllloral permanent bractra of Ilse overall structure h the resporWalllty of the bantling tledgrer. For general gNtlonce regarding faWcatbnqualityoontmi.storage,delivery,ereclimn bractrrg.co t ANSIAPII Quality Criteria.DSS-69 and BC51 Building Component 6904 Parke Eml BNtl. Safety Information avaDo Ne from fam Rate Institute. 781 N. Lee Street. Suite 312. Alexandre. VA 22314. Tmryp, FL 33610 IV4 LOADING(psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 TCDL 7.0 Lumber DOL 1.25 BC 0.02 BCLL 0.0 • Rep Stress Incr YES WB 0.00 BCDL 5.0 Code FBC2010/TPI2007 (Matrix) LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (Ib/size) 1=35/2-0-0, 2=30/2-0-0, 3=6/2-0.0 Max Harz 1=21(LC 8) Max Upliftl=-20(LC 8), 2=30(LC 8) Max Gmvl=36(LC 13), 2=32(LC 13), 3=17(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 Qb) or less except when shown. 3x4 DEFL In (Ioc) Udell Ud Vert(LL) n/a - n/a 999 Vert(TL) Na - n1a 999 Horz(Q -0.00 2 Na n/a scale= 1:6.1 PLATES GRIP MT20 244/190 Weight: 5111 FT=O% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psF BCDL=3.Opsh, h=12f1; B=45ft; L=5011; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with anyotherlive loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ` ,,�5 A1111J 5) Bearing at Joint(s) 2 Considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verily capacity ` % /�, of bearing surface. 6 Provide mechanical connection b others of truss to bearing late capable of withstanding 20 Ike uplift al joint 1 and 301to uplift at joint •"• • • e �i (Y ) 9P P 1 P 2. 7) 'Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. �� ��'•j 3938 ATE <0R10P,:���: % ",11fONA, FL Cert. 6634 April 20,2015 QWARNING-le Ifyd.1fgh ve...toos antl REAVN0nFS ON fNISANO INCLUDED MREKREFERANCEPAGEMII.949arov.OWWOISBEFOREUSE ■■■ Design volm for use only win MOek connectors. This design is based only upon parameters shown, and is for an individual bullding component. GIApplicabi Applicability of tlparameters and proper Incorporation of component Is responslbifty of buildho designer -not huss designer. firming shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responslbuilly of the MiTek' erector. Additional permanent bracing of the overall shucNre is the responsfolty, of the bulldirg designer. Forgeneral guidance regarding fab4calloR gwlity conhoh storage, delNery. erection oM bracing. consult ANSIITP11 Quality Crinda, DSB-89 and BCSI Buliding Component 6904 Parke East Blvd. Safety Information avaBmle from Tnas Rate Institute. 781 N. Lee street. aria 312. Alexandria VA 22314. Tanpe, FL 33610 Job Truss Truss Type ON PN 70'Carhon EtwD T)006057 mif324 MV4 VALLEY 1 1 Jab Reference (optional)_ ChambersTrOss, Fort Pierce, FL �7.620 s Mar 272015 Mnek Industries, Inc. Mon Apr 2015:26:612015 Pagel ID _kftGCA6bx7j2Syf HDXFw7ye3KK-F3CmHgPguszX444agAXeFOwOLOcXGvSH7Hl_zOoO2 4-0-0 4-0-0 3x4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In (too) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) Na - nta 999 TCDL 7.0 Lumber DOL 1.25 BC- 0.13 Vert(fL) We - n1a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 Na n/a BCDL 5.0 Code FBC2010/TP12007 (Matrix) LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD SOT CHORD 2x4 SP No.3 WEBS 2x4 SO No.3 BOTCHORD REACTIONS. (lb/size) 1=95/4-0-0, 3=95/4-0-0 Max Horz 136(LC 8) Max Upliftl=54(LC 8). 3=-72(LC 8) Max Grav 1=97(LC 13), 3=102(LC 13) FORCES. (lb) - Max. Comp.(Max. Ten. -All forces 250 (Ib) or less except when shown. 3x4 II Scale = 1:9.5 PLATES GRIP MT20 244/190 Weight 121b FT=O% Stmctuml wood sheathing directly applied or 4-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsh, h=12ft 8=451t; L=50f1; save=6fl; Cat. II; Exp C; Encl., GCp1=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 4) This truss has been designed for alive 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 members.��p,P.CJ I. A• truss to plate capable of withstanding 54 lb uplift at joint 1 and 72 lb uplift at joint 5) Provide mechanical connection (by others) of t `��%er 3. 6) Semi -rigid pilchbreaks including heels' Member end fixity model was used In the analysis and design of this truss. �.� • \1 G E N 3938 ' • ATE ' �� FL Cert. 6634 April 20,2015 Q WARNING - VeNlydeslgn panna.Ma andREAD NOTES ON THISANO INCLUGEOMREKREFERANCEPAGEMII.7473mv. 0T7f62015 BEFOREUSE. ■® Design validfor use only wllh Mgek connectors, rnls design h based only upon parametemshown. antl is for an Indvidual hunding component. NMI' NMI Applk:ablity, of desgn parametersand proper Incorporation of component is responslMllty ofteullding designer- not trust designer. arming slg Is for lateral support of IrWNidual web members only. Addrronal temporary, broclsq lolrtwre stablity during construction Is the rest onability of Itre MiTek' erector. Pdr9lbnal permoneni braclrxl of Ina overall structure 5 the respon4blllty of the bulcNg deslgrer. Forgenesol guldasce regatlhd rabricalton. quality control. storage, delivery, emctbn antl bmchg. consWl ANSIQPII Quality Cdteda, OSB-89 and BCSI Building component 6904 Parke East Blvd. Salary Information unsalable from T m Plate BsllMe, 781 N. Use Street. Suite 312. Nezandria. VA 22314. Tran FL 33610 Symbols PLATE LOCATION AND ORIENTATION 13 /4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0 1/lar For 4 x 2 orientation, locate plates 0-'44' 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 7 Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. Indicates location where bearings (supports) occur, Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4_8 1 dimensions shown in sixteenths scale) II ---II (Drawings not to scale) JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 © 2012 MiTek All Rights Reserved MiTek Engineering Reference Sheet: Mll-7473 rev. 02/16/2015 ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal a X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stock 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 otjoint 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 4 the responsibility of truss fabricator. General practice is to camber for dead load detection. 11. Plate type, sae, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and sae, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or pudins 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 a alter truss member or plate without prior approval of on engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental health or performance risks. Consultwith 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/rPl 1 Quality Criteria. COMPLETED ON: 10-13-15 1 1 DESCRIPTION: o SURVEYORS NOTES: BEING ALL OF 6156 SPANISH LAKES "� 1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE BOULEVARD, OF THE UNRECORDED PLAT SHOWN HEREON. OF FAIRWAYS OF ST. LUCIE COUNTY, 2. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE FLORIDA. o M LOCATED UNLESS OTHERWISE SHOWN. 2 3. THIS SITE LIES WITHIN FLOOD ZONE "X", ACCORDING TO II THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111CO065 J, EFFECTIVE DATE 2-16-12. ABBREVIATIONS: o 4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE FFE = FINISHED FLOOR ELEVATION •• SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD R/W = RIGHT-OF-WAY v ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. R = RADIUS OF CURVE Z in 5. BEARINGS SHOWN HEREON ARE REFERANCED TO THE L =LENGTH OF CURVE to CENTERLINE OF SPANISH LAKES BOULEVARD HAVING AN SF = SQUARE FOOT ASSUMED BEARING OF NORTH, ACCORDING TO THE A = DELTA OF CURVE UNRECORDED PLAT OF FAIRWAYS, OF ST. LUCIE COUNY, o FLORIDA. 6. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LISCENSED SURVEYOR AND MAPPER. 7. THIS IS A SPECIFIC PURPOSE SURVEY FOR THE PURPOSE OF LOCATION AND ELEVATION OF FORMBOARDS. BOUNDARY LINES SHOWN HEREON ARE FOR GRAPHICAL PURPOSES ONLY. SCALE: 1 "=30' DATE:10-13-15 DRAWN: CJM JOB NO.: 15-2194 DATE: LR C• I — EXISTING EXISTING ALEXANDER J. PIAZZA PSM, INC. Surveying • Mapping • Consulting 619 SW Blltmore Street *LBf7280 Port St. Lucie, Florida 34983 Phone: (772) 340-7770 Fax: (772) 340-2250 PERMIT P. / Sb4,-0 sS! EXISTING AVERAGE TOP OF FORMS ELEVATION=26.86 1.81' ABOVE EDGE OF PAVEMENT EXISTING al!• i� i'iti: Y DATE: 10-13-15 GGNIII-IGU IU: WYNNE BUILDING CORPORATION ALEXANOX. J. PIAZ Professional; UMYor & Mapper Florida Certificate No.: 6330 94.dwq, 10/13/2015 1:11:40 PM