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Home My WebLink AboutSUBMITTED PAPERSALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: SCANNED Permit'Number:��U(e�V� BY = L St. Lucie County • RECEIVE® Building Permit Application Planning and DevelopmentServices JUN 3 0.2015 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: 6508 ALEMENDRA Legal Description: 6/7 34 39 ALL THAT PART LYING NORTHEAST OF 95 Property Tax ID #: 1306-111-0001-000/0 Lot No.6506 Site Plan Name: FAIRWAYS Block No. Project Name: Setbacks Front %(.9I Back: Right Side: Left Side: �YL DETAILED DESCRIPTION OF WORK: MOBILE HOME REPLACEMENT: SINGLE FAMILY RESIDENCE - 3 BEDROOM / 2 BATH / GARAGE CONSTRUCTION INFORMATION: itiona wor to e e orme un er this permit— check a apply: Z✓HVAC []GasTank ❑Gas Piping _Shutters Windows/Doors Z✓ Electric 0 Plumbing ❑Sprinklers Generator Roof Totals q. Ft of Construction: 2,275 S Ft. of First Floor: 2,275 Cost of Construction: $ 58,000 Utilities:n Sewer ESeptic Building Height: OW N ERAESSE E: 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 IIIf value of construction is $2500 or more, a RECORDED Notice of Commencement is required. II SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION: III .Name: BRADEN B BRADEN. COCONUTAVE. City; STUART State: FL Zip: 34996 Phone: (n2)287-8258 FEE SIMPLE TITLE HOLDER: x Not Applicable Name: Address: City: Zip: Phone: MORTGAGE COMPANY: x Not Applicable Name: Address: City: State: _ Zip: Phone: BONDING COMPANY: _Not Applicable Name: Address: City: 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 thegermit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or an covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and reviewyour 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 STATE OF FLORIDA COUNTY OF St. Lucie The forgoing instrument was acknowledged before me this _29±kiay of June . 20 _tby 15 Matthew a&l t- Wynne (Name of person acknowledging,), igna ure of Notary Public - State orida ) ign7_u f.ConSra�c oo 7,1 i1 nse,Halder� STATE OF FLORIDA COUNTYOFSt. Lucie The forgoing instrument was acknowledged before me this_2cLdayof J„ne 20_1,+by 15 Matthew Lyle Wynne (Name of person acknowledging) 9 pgn�atufe of Notary Public- StatLqpOloricla ) Personally Known x OR Produced Identification Personally Known x OR Produced Identification Type of Identification Produced Type of Identification Produced Commission No. F'LUt Nyr,'76d ;.�'. v EXPIRES: FebruM23,20f9 Revised07/15/201 -rY&4 BondedTh1NoferyPubkUndemAen Commission No. (Seal) EXPIRES: February 23, 2019 Banded Thm NoUry PubrCUnderthitere REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEATURTLE MANGROVE COUNTER RE IEW R VIEW REVIEW REVIEW REVIEW REVIEW DATE 30 A /�/ COMPLETE d' INITIALS I PERMIT # ISSUE DATE ANAllm,. PLANNING & DEVELOPMENT SERVICES ' Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 19496 State of Florida Certification Number (If applicable): RC2 9 0 2 7 0 8 7 Treasure Coast Roofing, LLC have agreed to be the (Company Name/Individual Name) (Type of Trade) For the project located at Sub -contractor for Wynne Development Corp (Primary Contractor) (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by filing a Change of Sub -contractor notice. (Form: SLCCDV (No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) NIOTARIZED SIGNATURES A.RE REQUIRED Business Name: Treasure Coast Roofing, LLC Address: 1816 Biltmore St. City/State/Zip: Port St. Lucie, FL. 34984, Phone: (772) 343-8308 email: Brian Maloney SIGNATURE PRINT NAME STATE OF FLORIDA, COUNTY OF S 1 DATE THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS c2C, DAY OF J uNL 20 r J BY 491p N MAC oNe`y WHO IS PERSONALLY KNOWN 1�/ OR HAS PRODUCED AS IDENTIFICATION. IJL�it 14 ( lrv� /J Aa �r� �i� 2a f H Y /7NnJ /� ASk ink (STAMP) SIGNATURE(OF NOTARY PUBLIC PRINT NAME OF NOTARY PUBLIC SLCPDS: 12/16/2013 „ uy o ra�,1 OOHOTHY ANN BASNI a 0% Notary Public - State of Fluids •8 3 My COMM. Expires Oct 2, 2016 Commission 0 FF 015226 �'%%�P„`„S" Bonded Through National Notary Assn. 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: wst*b P&2q\'Ac "Ci i{1306-111—nnnl—nnn/n F/7 44 �q all i ha1 Hart 1Tnq (Tax ID/Legal description/Address) northeasterly of I-95 for which I have applied to St. Lucie County for a Final Development Permit. In accepting this Final Development Permit, BP Number , I acknowledge that as owner of the above described property, and in accordance with Section 7.04.01(D), St. Lucie County Land Development Code, I shall be responsible for assuring adequate drainage so that the immediate community WILL NOT be adversely affected. I further acknowledge that in granting this permit for the development of this property, St. Lucie County is neither obliged nor liable to provide,for, or maintain in any form, adequate drainage off my property which will not adversely affect the immediate community. Matthew r v1 p wvn� np 06/29/15 Property Owner Name P,ror3ert,Y Owner ignatureq Date STATE OF FLORIDA. COUNTY OF St- Lucie_ ACKNOWLEDGED BEFORE ME THIS 29th DAY OF June ,2015 BY Matthew Lyl HO IS PERSONALLY KNOWN TOM R WHO HAS PRODUCED AS IDENTIFICATION. sisan Magee SIGNATURE OF NOTARY TYPE OR PRINT NAME OF NOTARY NOTARY PUBLIC TITLE SUSANMAGEE E:::- OMMISSION 1 FF 181617 RES: FebMary 23,2019 Thm NoIWPubkUnda`Nen COMMISSION NUMBER (SEAL) *%opir St. Lucie County Building'& Zoning 2300 Virginia Ave 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 (Street address or Property Tax ID #) It is understood that if there is any change of status regarding the participation of any of the sub -contractors listed below, I will immediately advise'the Building and Zoning Department of St. Lucie County. Trade Name of Company/Contractor St. Lucie County/ State of Florida License Number' Electrical S & W Electric, Inc. 2045 ER0009416 Plumbing Lindquist Plumbing & Supply Co. 19150 CFc057672 FIVAC/ Comfort Control of St. Lucie 8288 Mecbauical CAc024379 Roofing Treasure Coast Roofing, LLC 19496 Rc29027087. Gas PERMIT ISSUE DATE_ NUMBER: 04/23/2015 09:12 7728787656 WYNNE BUILDING CORP PAGE 02/02 PERMIT # ISSUE DATE PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie COwdy Coaasetor Certification Number 2 n A R State of Florida Certification Number(irapptiaeple): ER0009416 S&W Electric have agreed to be the (Company Name/Individual Name) Rlpot-ri cal Sub-eontractorfor Wynne Development Corp. (Type of Trade). (Primary Contractor) For the project located at (-O'S c� % t (Project Street Addressor Property 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-cbntractor notice. (Form: SLCCDV (No. 004-00) BUSINESS QUAiIFIER(Name oftheludividualshown onthe Contractor's License) NOTARISED SIGNATURES ARE RAQUIREID Business Name: S&W Electric Address; W_ Coker Rd. City/State/Zip; Fair t rce FL 34945 Phone: (77 7) A646AL email: Lawrence Stubbs S NATURE PRINT] NrA^ME DATE STATE OF FLORIDA, COUNTY OF_ �L�.�� CIe- THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THISa�DAY OF 20 BY WHO IS PERSONALLY KNOWN � ORHAS PRODUCED NATUil LCPDS: 12/I6/ZOI3 IDENTIFICATION. (STAMP) PAINT NAME OF NOTARY PUBL,t� C� �I :'e' •,, tAURA R. CUBBEDGE Commission # EE 209915 Expires October 21, 2016 TWTm/F2nlreeerce8067851078 / 11/18/2014 15:56 7728787--`•, WYNNE BUILDING ^^PO , PAGE 02/02 PERMIT # ISSUE DATE PLANNING At DEV)EI.OPMENT SERVICES Building & Code Co>onpliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 2 g g n 9 State of Florida Certification Number (If .poGeabte): CEC142 456J,indq — ist Plumbing have agreed to be the (Company NamrAndividusl Name) Plumbing Sub-contractor£orwynne Development Corp. ('type of Trade) (Primary Contractor) For the project located at `Q 7y13 W 1r\vLv XIL % S. (Project Street Address or Property Tax rD #) 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 Depatlsnent 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 REQUIRED Business Name: Lindguist Plumbing Address: Qity/State/Zip: Phone: 3185 Sneed Rd \�� SIGNATURE PRINT //NAME DATE STATE OF FLORIDA. COUNTY OF S; • `w C. r r THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS -26 DAY OF u F • 20-4 BY W A- b F 67q&e. WHO IS PERSONALLY KNOWN 1,/ OR HAS PRODUCED AS IDENTIFICATION. (STAMP) SIGNATURE OCNOTARY PUBLIC PRINT NAME OF NOTARY PUBLIC SLCPDS: 12/16/2013 10O44,. ;, %,N BASK N e° ds Notary Public - State a1 Flotlds • . : -5 My Comm. Expires Oct 2, 2016 I' • . Commission l FF 015226 Banded Through National Notary Assn. -^sue•_ VY/LJ/LVLJ LV. JL �ILV�Vi VJV AMMEWRIMM PLANNING & AEVELOPMENT SERVICES ° �' •... '' . �` Building &Code Compliance Division i BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: A 2 8 A i State of Florida Certification Number (if appli-ble): CACO24379 of St. Lucie County, Inc. have agreed to be the kf-ompuly air conditioning Sub -contractor for Wynn e i)evelopmerlt Corp. (Type of Trade)` (Primary Contractor) For the project located at ! _ ,. �� (Proied Sheet Address or Property 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 Liceni e) AiG°TARIZI D SIIGNATuRES ARE REQUIRED Business Name: Comfort Control of St. Lucie Count Inc. Address: City/State/Zip: port St. Lucie FL. 34983 Phone: 78;_qQ10 email: Barry n , •rr PRINT NAME DATE A � ORIDA, COUNTY OF THE FOREGOING INSTRUMENT WAS SIGNED BEFORE DIE THIS �& DAY OF "S'N—Q n �� 20 BY Pt l Y net yoti(z n WHO IS PERSONALLY I(NOWN 7� OR HAS PRODUCED ,Ait'41-)_� SIGNATU OF NOTARY PUBLIC SLCPDSr 12/162013 AS IDENTIFICATION. / (STAMP) l�ic��r r1�as�ajc�l PRINT' NA1UOF WEARY PUBLIC Nduy Public StateotFloriea 7racey.RMascola �� my Ccmnrievbn EE r93390 V'P Eames 0/2812018 i T 1506, d S 6 Professional Insulators of South Florida FTC Insulation Installation Certificate To: I St Lucie County Date: JApril 8, 2016 Re: I Lot/Block: Address: 16508Alemandra Project: JFairway Th. nnAPrQibnoA N4MPNV .`oAffiPQ +hn+ inenlatinn haQ hPAn inQtalled in the R'hnvo deecrihed nronerty as follows: 1. Exterior CBS walls have been insulated with., Spray -on Cellulose Thickness in inches: Fiberglass Blankets Manufacturer: Fi Foil Rock Wool Blankets Density: X Aluminum Foil R-Value: R 4.1 Rigid Board Polystyrene Other 2. Ceilings (level) have been insulated with: Spray -on Cellulose Manufacturer: Climatepro Rock Wool Blankets Density:. Aluminum Foil R-Value: R-30 Polyurethane Open Cell SPF Ceilings (Inaccessible) insulated with: Spray-ou Cellulose Thickness in inches: 9.51, X Fiberglass Blankets Manufacturer: Owens Corning Ignition Barrier Density: Fiberglass Blown R-Value: R-30 Cellulose Loose Fill Open Cell SPF 3. Interior kneewalls have been insulated with: Fiberglass Blankets Tbickness in inches: Fiberglass Loose Fill Manufacturer: Rock Wool Density: Fiberglass Blown R-Value: Cellulose Loose Fill Open Cell SPF 4. Garage partition walls of A/C living area have X Fiberglass Blankets been insulated with: Rock Wool Thickness in inches: 3.5" Polyurethane Manufacturer: Owens Corning Spray -on Cellulose Density: Open Cell SPF R-Value: R-11 5. The following have been insulated: `p?!�rrary��ri S � '•O� ; ram: '4pytPOR�4rF .. , 6: gw;. � pg84 WYNNE BUILMUG CORP. General Contract/Builder CBC1254041Competency 9 Professional Insulators of South Florida, Inc. Insulation Contractor By: Le L06—J 3000/[000d M-1 999L8L8ZLL dao0 suip[in8 auuAM —Woad Z[:LL 9L, 66—to � 1 planning & Development Services Building & Code Regulation DMSlon 2300 Virginia Ave Fort pierce, Fl- 34982 772-462-2172 Fax772.462-6443 CERTIFICATE OF TERMITE TREATMENT CONSTRUCTION SOIL TREATMENT 3,gg5l PERMIT#: e�;66-0540 JOB ADDRESS: L'50,g I�IeY�+2✓�Y�i Fes- Piw7.e BUILDER/CONTRACTOR: OJA,e, a 1 GoA PEST CONTROL CONTRACTOR: PEST CONTROL LICENSE #: i We, the undersigned, hereby certify that we have pretreated the above described construction for subterranean termites in accordance with the standards of the National Pest Control Association. Square feet if area treated: Z., 0 5�1= 90 )FChemicals used: &S'po Iy`e— Percentage of solution: 9 Date of Treatment: 3- Z 1 _ Footing !1"Treatment _Pe -Treat D iv ay la Treatment T)r t Other Y�p1 Fi O 14Treatment _Ra-Treat Total gallons used: u Time of Treatment: 5 _Slab _iu Treatment _Re -Treat _�J�oots _1d9 Treatment Re -Treat `Per for Final Inspection Signature of Exterminator Note: There must be a completed form for each required treab7mtorre-beatmentand this form mustbe on the job site to be pfOed up bythe Inspector atbtme of each Inspectlon or the scheduled laspec on cod1 fall and a•re lnspecd'on fee d�arged. FBC104.2.6 CerHB®te ofProtecHve TreahnentforprevenHon oftermltea A weatherredstant absite posdng board shall be provided to receive du# gte Treatment Cerdlkates as ead: required arob?alle beatmeortls c0mpleh?4 provio7Ag a copy for the parson the permit is &uad to and another copy for the bulldiV permlt files, The Treatment cert/ficateshaff provide the product used, Identlryofthe applicator, Hme and date of the treatment, so location, area ttwbed, chemical used, pint concentration and number of gallons used, to establish a vedfiable record of proteave treatment. If the SO# chemical bafdermethodfortermite prevention is used, final awiforbeabnentshall be completed prior to final bullding approval. St Lucie County requires for the final inspection for CO, a permanent Stielter tobe placed on the electrical panel box cover, listing all the treatments and dates of applications' RECEIVEC MAR-31 tiR16 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: \� Permit Number: ��s 0(..o - (Co Project Address: 0 _ THE UNDERSIGNED HEREBY REQUEST RELEASE OF ELECTRICAL POWER TO THE ABOVE DESCRIBED PROPERTY, FOR A PERIOD NOT TO EXCEED THIRTY (30) DAYS, FOR THE PURPOSE OF TESTING SYSTEMS AND EQUIPMENT IN PREPARATION FOR A FINAL INSPECTION. IN CONSIDERATION OF APPROVAL OF THE REQUEST WE HEREBY ACKNOWLEDGE AND AGREE AS FOLLOWS: 1. This temporary power release is requested for the above stated purpose only, and there will be no occupancy of any type, other than that permitted by construction during this time period. 2. As witness by our signatures, we hereby agree to abide by all terns 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 extension beyond 30 days must be made in writing to the Building Official slating the reason for the request Power may be removed from the site and/or a Stop Work Order issued if the Final Inspection has not been approved within 30 days. A fee of $100.00 will be required to lift the Stop Work Order. WE HEREBY RELEASE AND AGREE TO HOLD HARMLESS, ST. LUCIE COUNTY, AND THEIR EMPLOYEES FROM ALL LIABILITIES AND CLAIMS F ANY TYPE OF NATURE WHICH MAY ARISE NOW OR IN THE FUTURE OUT OF THIS TRANSACTION DING ANY DAMAGE WHICH MAY BE INCURRED DUE TO THE DISCONNECTION,OF CAL POWER IN THE EVENT OF VIOLATION OF THIS AGREEMENT. CONTRACTOR SIGNATURE Iva DATE RR.��,� FEB 18L-J 3000/1,000d 86L-1 999L8L8ZLL da00 Buipiin8 euuAM -WWA LL:ZL 96,- 80-ZO 4 1451: - TITAN CONCRETE Materials for Life' gre-eAcreft 3V LAVcoflJ "Thank you - We appreciate your business" F0F,T 41.99 $1::1 LVETZ ROAD FT J-11ERCE. R. '34982. Delivery date Plant Driver Truck size ("11 "? 8 1 n GREGMR147 . , : , : j.. Customer no, I Customer nameZone Tax CD I IAI 1 cc (:oi,v: T Tarmac project no.), Order no. G 2 8 4 C, Terms cod; delivered 3-C.O.D. F.O.B. Time due P, �, !, , _I ' C:rF.O.B.- . k� . :I� I Customer P.O. no. j0d I Z�Ch g:F4�C.0.0 Deliveryname address._ AI (VIENDRO., FORT PIERCE- 1-1 ORI-1.9 1-1U.10PIEC) R E I 1 14 D F,1 A Lot Block County 1.1)l i Sump IQ , Product [�Ufm Unit price I Amount Load Cumulative Ordered Code Description 5 0 to 3. OW) 38 !,J@ is A 1: W37 C Y 5 :1 K70 750 c-Y :1, 9 0 812H. 00 F(:IE'L. SURCI-10) L-I) Ei (-::1 ell 4 L.D I.0AY) Q�� U �i Load Arrive job site Start discharge Finish discharge Leavejob site Arrive plant . TOTAL Additional water added to this concrete will reduce its strength. Any water added is at customer's risk. Gallons of water added: —/V— Gallons of water added: -/0 Gallons of water added: 18 I Amt of CY Retained: Customer Approval:— Customer Approval: — Customer Approval: — Customer Approval: Tested Tested properly No. Authorized and rece' d by � L) 1 Yes 2;"No 0 Yes U No 7146595 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 Latt all accidents, are preventable and zero incidents is the only goal. Lot: RECEIVED MAR 3 1 ZU1U Block: Address: Correct Not Correct I C1.H.c;TnlVIFR rnpy - - Ifiy1J3Ella I1Igo TERMS AND CONDITIONS OF SALE r 1. 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 terms contained in Buyer's purchase order, are excluded unless agreed to by Seller in writing. Any changes niust be in w riling 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, E3uyci 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 or I Ih% per month or the maximum rate allowed by law will be unposed 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 del i%ery hoots are 7-00 a.m. - 5:00 p.m., Monday through Friday. An additional charge may be added for deliveries outside of these homy and for any waitingtunloading periods of 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 11L cubic yards. 4. Buyerwill git e Seller at least 48 hours prior notice of the time told 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 propide suitable approaches to delivery points beyond paved streets. For delivery beyond curb lines, Buyer assumes all liability for damage to vehicles, sidewalks, drivew ays, 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. Buycr is responsible for till payment of, including all costs of disposal and Seller's return charge per truck for, (i) orders not cancelled at least one hour prior to delivery time; (ii) concrete delivered due to Buyer's mistake or in excess of 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 "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 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 ("ACT') 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 )'ear 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 WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARI ICULAR PURPOSE, ARE HEREBY EXPRESSLY EXCLUDED. THE REMEDY SET FORTH IN T141S SECTION 8 WILL CONSTITUTE 'THE SOLE. RFtvIEDY OF BUYER UNDER ]'HIS 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 will furnish 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 etTect of such admixture or ingredients on the concrete. Any extra product which may be requiredin excess of the mix design quoted, or Which shay be required to pi ox idc workability, strength, setting time or water/cement ratio, will result in an additional ingredient charge payable by Buyer. 11. Concrete will be hatched 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 will require the implementation of controlled measures during production at the expense of Buyer. 12 Buyer nest 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 whatsoccer (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 ten cylinder), tune 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 craft such claims against Seller. 13, SELLFR WILL NOT BF LIABLE UNDER ANY CIRCUMSTANCES FOR ANY SPECIAL, INCIDENTAL, PUNITIVE OR CONSEQUENTIAL DAMAGES INC'LUDINQ WITHOUT LIMITATION. ANY DAMAGES RELATED TO DELAY, WHETHER BASED ON STATUTE, TORT, C'ONTRAC'I, OR O"IfIFRWISE, AND WHFTIIFR OR NOTARISING FROM SELLER'S NEGLIGENCE, STRICT LIABILITY OR FAULT. IN NO EVENT WILL SELLER. I3F. RESPONSIBLE FOR DAMAGE DUE TO THE ACTIONS OF OTHERS OR'THE FAILURE OF BUYER TO COMPLY WITH I FS 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 stiles office issuing the price quotation, with a copy to Credit Department, 455 Fairway Drive, Deerfield Beach, Fl. 33441. 15. Severabihty. The unenfbrceability 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 "ill be severable and enforceable to the extent permitted bylaw. o WARNING: CAUSES SKIN IRRITATION- INJURIOUS TO EVES. CONTAINS PORTI AND C.EmEvr. FRESHLY MIXED CONCRETEMAYCAUSF. SKIN IRRITATION OR.IN3URY. AVOID CONTACT WITH SKIN WHERF POSSIBLE. WASIT EXPOSED AREAS PROMPTLY WITH WATER. IF ANY MIXTURES GET INTO THE EYE, RINSE IMMEDIATELY \ \VIT I I WATER AND GET PROMPT M EDI CAL ATTENTION. KEEP OUT OF REACH OF CHILDREN. `1( \ MNFLRIAL SAFETY DATA SHEETS (MSDS) ARE AVAILABLE AT %VW W:I'ITANAMERICA.COM. t �108 TITAN "Thank . CONCRETE you - We appreciate your business" Materials for Life_/ �y 7 / �a '� l� S C� V Ticket no. grmcrete / I•'al:T rrrrr,r:r: Delivery date Plant Truck (Driver — - Truck size Type job 'L:I...tt)C S!_f-lYe nh Customer no. Customer naZone Tax CD me iC)1'it'+r't5::k5 I riC:fi.ii'•tYd`i t-}ftt...t.- !';C)PI(:'r?f'"1't i::(:IW.*5i' T. Tarmac project no. I customer P.O. no. Order no. (Terms code t-Charge. delivered 3-C.O.D.. Time due F.�r:'F146 ' i:Charge F.O.B. 4-C.O.D-F.O.B. [-)7,-. 412 Delivery name and address ;� Lot Block CounTy 650A AI_AL'IFnlr?I'?A,. I"'(7R:'I' P'CrRC:I;: Instructions F*nTRWAYS6 ' S PAN:U.d1-1 I.(1t'r.-::S BL..VD , T/R HUEVO L..()C'iC.).':i f;i'T.r 'T' R T.G1_A A(slump FL.(JriE S POE, 3rL"t"f:)?° EIr AL..I;N AlYil't(1 `y„ O a.r)r'�u.l. 1lddf.>"rr:r-:r.E.El, ITPO .. 1:1f%)(i (1t�':' r-lJlS:L- �ilJF:r:(IEi r10(i rd.7 4 ElAVI V.- H Si U :(-l-I(:t Load I Arrive job site Start discharge Finish discharge Leave job site [.J / oV .5�6 4dditional water Lidded to this concrete will reduce its strength. Any d: 4 Gallons of water added: Gallons of water added: Gallons of water adde water add Amtof CY Retained: un Arrive plant Subtotal , Sales tax • TOTAL " ed is at customer's risk Tested Tested. properly No. Authorized and received by ❑ Yes CA ElYes ElNo 7146565 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: Block: tl Address: Correct N M Not Correct BY:r nl ISTOKAFP nnPV TITAN FLORIDA LLC TERMS AND CONDITIONS OF SALE 1. All sales will be.subiect to these temis and conditions ("Contract') and, if buying on credit, to _, ,r's credit agreement with Seller, incorporated herein by reference. all other terms, including any terms contained in Buyer's purchase order, are excluded unless agreed to by Seller in writing. Any changes must be in writing and signed by each party. This Contract will be construed in accordance with the.laws of the state of Florida. For all disputes relating to this Contract, Buyer hereby consents to 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 mouth 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 Ph%per month or the maximum rate allowed by law will be imposed on outstanding mid 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- isfactoryto Seller. Fai lure 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/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 P/o 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 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 mast 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 Buyerwill.inderrutify and hold Seller harmless from and against any and all liability. loss and expense incurred as a result of such delivery, including but not limited to towing charges, except to the extent caused by Seller's gross negligence or willful misconduct. Buyer waives any right of subrogation against Seller. 6. Buyer is responsible for full payment of, including all costs of disposal and Seller's return charge per track for,.(i) orders not cancelled at least one hour prior to delivery time: (ii) concrete delivered due to Buyer's mistake or in excess of requirements; (ill) concrete not deliverable due to unsuitable approaches. 7. Concrete prices and quantities arc 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 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 ("ACI") standards, when tested in accordance with ASTM mid evaluated by ACI standards. Seller will repair or replace any goodssupplied by Seller that fail to meet this limited warranty, within one year after delivery thereof'. Seller will uphold its warranty obligations under Florida statute 719,203, as applicable. ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED, INCLUDING WITHOUT LIMITATION THE WARRANTIES OF MERCHANTABILITY AND FiTNESS FOR A PARTICULAR PURPOSE, ARE HEREBY EXPRESSLY EXCLUDED.'ITIE 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 contract with any material, such as aluminum, which may adversely impact concrete strength. 10. Buyer will furnish 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 die 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 hatched 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 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 of any alleged nonconforming materials or any other cause whatsoever (other than failure to meet compressive strength, in which event the time for notice will be within 48 hours after the customary time for analysis of the test cylinder), 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. 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 W iTH 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. Severalnlity,; The unenfbraeability ofauy provision of this Contract will not affecttileenforceability of any other provision of this Contract, and each other provision of this Contra&['will' be,sc} crable and enforceable to the extent permitted bylaw. '1 AVAIiNING: CAUSES SKIN IRRITATION - INJURIOUS TO EYES. CONTAINS PORTLAND EMENT. 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 M EDICTAL ATTENTION. KEEP OUT OF REACH OF CHILDREN. I MATERIAL SAFETY DATA SHEETS (MSDS) ARE AVAILABLE AT WW W.TITANAMERICA.COM. Rev'd 2-OB TITAN "Thank you - We appreciate our business" . CONCRETE. Y PP Y Materials for Life° / Ticket no. rcret� PQ.�,� FORT PIERCE 4199 SELVITZ ROAD 280918 FT PIERCE, FL 34982 Delivery date plant Truck Driver I Truck size Typejob, 10/29/15 10 ZEILINSY,I, ROBERT 9.501 BEAM Customer no. Customer name Zone Tax CD 90004535 I RODNEY HALL CONCRETE CONST I TS Tarmac project no. Customer P.O. no. Order no. Terms code Charge delivered 3-C.O.D. Time due 416 1 4I 65371 I 12{harge F.O.B. 4{.O.D-FO.B. 1 1 7 C 0 Delivery "fan r m {e1)= COUNTY s _ Lot Block County �� 6508 ALAMENDRA, FORT PIERCE Instructions r — 5 ^!4t5p, L nE5 5Lt, r c NbEV5 LAOF05 u t y a +� Slump FLORES AVE, BECOMES ALENENDRA E=00 COL. -t- i� e uc.�►2 9 50 Code Description 50 CA0BP103000 #8 PM 80Q007 FUE_`SURCHG SOQ014 ENVIRON SURCHG Load. Arrii ob site Start discharge ' Finish discharge Leave job site Arrive plant U 'J �� • LSUIbb 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: T Gallons of water added: _. I Amt of CY Retained: Tested Tested properly I No. 7146720 I Xthorizedandreceived 6y DO OO Yes No Yes No 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:��ct � No Correll nl LCTr)hAPP ('.nPV TITAN FLORIDA LLC TERMS AND CONDITIONS Of ,E 1. All sales will be subject to these .-..,.s and conditions ("Contract") and, if buying on crean, to Buyer's credit agreement with Seller, incorporated herein by reference; all other terms, including any temis 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 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 1% 10" proximo may be deducted if no previous balances are past due. Interest at the lesser of I'lz%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 o rcollection 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 may be added for deliveries outside of these hours and for atywaiting/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 I 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 between Seller and Buyer. Deliveries will be made to the hest 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 retum charge per truck for. (i) orders not cancelled at least one hour prior to delivery time: (d) 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, mid 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 behall'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 ("ACT") standards, when tested in accordance with ASTM and evaluated by ACT 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 WARRANTIES, WHETHER EXPRESS OR IMPLIED, INCLUDING WITHOUT LIMITATION THE WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE, ARE HEREBY EXPRESSLY EXCLUDED. THE REMEDY SET FORTH IN THIS SECTION 8 WILL. CONSTITUTE THE SOLE REMEDY OF BUYER UNDER THIS LIMITED WARRANTY. 9. Seller will not be responsible for slump, strength or quality of any concrete to which water or other material 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 alter unloading and does not guarantee the finished work in which it is used. Buyer will be responsible to prevent concrete after unloading from coming into contact with any material, such as aluminum, which may adversely impact concrete strength. 10. Buyer will famish any admixtures or ingredients it desires that are not regularly supplied by the Seller in the marketplace. Buyer will be solely respon- siblefor 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 hn 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 time of delivery. 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 claim against Seller as a result of any alleged nonconforming materials or any other cause whatsoever ('other than failure to meet compressive strength, in which event the time for notice will be within 48 hours after the customary time for analysis of the lest 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 -WHETHER OR NOT A RISING 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. Sew,-erabIYrv:' The pnenfgrc6;j1 (ty of any provision of this Contract will not affect the enforceability of any other provision of this Contract, and each other provision of this Conine[ 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 W WWTITANAn\4ERICA.COM. Rev'd 2-08 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 # : 152230-1 d/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: 111.0 -1 I I I I 1 9.1 Percent w E I I I I I I Optimum Moisture: 110.0 — — • I ..—_• I •.—._ I ••_•• I •.—,._ 12.0 Percent I I I I H I I I T Max. Dry Density:109.0 109.0 II II L..—. 109.7 P.C.F. P IIT•Tc 1os.o@Test Locations The —III ....—...T.�I.II . I IDensity &Penetrometer F .._.._ losshe 107.0 .._..—.._..� . _.. .._.. .._.. .._.._ rfI q j d I I I I I 1 1 �9t91 d R tvrsta $tlnCatiol y 106.0 -k.._..'_.._..}.. Mr. eain s Take® to Natural Grade. 9 10 11 1 _ 13 14 ectf II�ESub II'� STAT� /5— Moisture P/oo DrytlV€i�ht'9 � 2015 • BY.'- E-mail to: dotty@spanishlakes.com Fax and Mail to: S�_ LuclI'e Cpp~jnty BuiJ�d�ifnlq l�2partrr�en� onald G. Ke er, P.E.. 2 TSI Lic. o.: 60 I Julie E. Keller, P.E.: 68366 Planning & Development Services Building & Code Regulation Division 2300 Tirginia Ave Fort Pierce, FL 34982 772-462-2172 Fax 772-462.6443 CERTIFICATE OF TERMITE TREATMENT CONSTRUCTION SOH TREATMENT 3 �9s1 PERMIT #:1 �14 - 65,G6JOB ADDRE S: ��' AI P Y1Cr1 J LC, - E°�t BUILDER/CONTRACTOR: Ra4��L �� 1 ��✓ P/ PEST CONTROL CONTRACTOR: - G - PEST CONTROL LICENSE #:-N% I h We, the undersigned, herebycertifythat we have pretreated the above described construction for subterranean termites in accordance with the standards of the National) Pest Control Association. Square feet if area treated: Chemicals used: /?GI �U l ✓�� Percentage of solution): ff�� m �/0�> f�� Total gallons used: Date of Treatment: / t/—_ Time of Treatment: f I l 5 _Footing 15t Treatment !Re -Treat _Driveway _ V Treatment _Re -Treat _Other _111 Treatment ,Re -Treat Sl�ab- s-3-`1 Treatment _Re -Treat _Pools _1a Treatment _Re -Treat _Perimeter for Final Inspection Signature of Fxtermin Note: There must be a completed form for each required treatment orre-treatment and this form must bean the job site to be picked up by the Inspector attime of each inspection or the scheduled Inspectlon W11 fall and a •re•Inspecton fee charged. FOC104.2.6CertiffWteOfProtectiveTreabnentforprevent(onoftennites. AWeather reslstantjbbsilepostingboard shall be provided to receive duplicate Treatment Cedifirates as each required protective treatment Is completed, providing a copy for the person the permit is issued to and another copy for the building permit files. The Treatment Certifimte shall provide the product used, Identity of the applicator, time and date of the treatment, site location, area treated, chemical used, percent concentration and number of gallons used, to estabfish a verifiable record of protecive treatment. If the soil dtemiral barrier method for termite prevention is used, final exterior bmiment shall ba completed prior to final building approval. St Lucie County requires for the final inspection for Co, a Permanent Sticker to be placed on the electrical panel box cover, listing all the treatments and dates of applications. BRADEN 6 BRADEN, A. I. A., R. A. 97rchilea's & cplanna > o C%400 I� 417 COCONUT AVENUE, STUART. FLORIOA 34SSV, r U TELEPHONE: (772] 297-B25B FAX (772) 2B7-B;v/f3 ,AAC-000032 g 4. a, , ?A .z, tom. N St. Lucie County Building Department :Permit #: 1506-0560 RE Address: 6508 Alemendra To whom it may concern, Please note, the ballard shall be 4". If y have any questions please feel free to call me at (772) 287-8258. you, D Braden Braden & Braden AIA PA ST. LUCiF' COUN�] TTRIjrj D C. DIVISION REWFtiVED FOR COI 4:\CE REVIEWED BY DATE t. 94 fw PLAN A\D PER�41TM UbT BE KEPT ON JOB OR NO LNSPECTION WILL BE MADE. August 10, 2015 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS R10L'i-RED BY FIELD INSPECTORS THAT P L;Y BE NECESSARY IN ORDER TO `� COMI'M WITH ALL AF?LiGAOLE CODES. HLECOM)f WYNNE BUILDING CORPORATiuW 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: 6508 Alemendra Permit # 1506-0560 In regards to the abovementioned permit, the Roof Underlayment that will be used is Titanium UDL-25 Plus - NOA# 14-0603.18. If there are any questi ns, I can be reached at (772) 878-5513. ST. LIJC?E Cp� o�Lc� )?FVIENVED FOR O1Nilil,ilivG DIVtS10\ Thank you, REV[ENVED BY SCE DATE PLANS AND PERMIT MAST BEKEPT OR NO INSPECTION ON JOB NVILL BE ,MADE. Wynne - V.P. Miami Division Miami "'IF PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED By MELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO CONIPLYyyITpIALL'APPLICA®LECODE . ILE Copy Telephones: Port Saint Lucie (772) 878-5513 Miami (305) 235-3175 MIAM ft P.MIAMI-DADE COUNTY MEMP PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)3I5-2590 F (786) 31525-99 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Interwrap, Inc. 32923 Mission Way Mission, BC, Canada V2V-6E4 SCOPE: 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 Undcrlayments 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. FILE COPY NOA No.: 14-0603.18 rawwrntxao� COUNTYNOA Date: 08/08/18 Approval Date: 06/11/15 Page 1 of 5 ROOFING COMPONENT APPROVAL Cate2orv: Roofing Sub-Cate2orv: 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: Test Product Product Dimensions Specification Description Titanium® UDL-25 PLUS 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 #1 & #3 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 #1 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 41 polymer stabilized polypropylene on both sides. UDL TTMC-300 48" x 250' rolls ASTM D226 Woven synthetic polymer underlayment with two Manufacturing Type I & I1 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 93 polymer stabilized polypropylene on both sides. plvx-( .: � CI Expiration Date: 08/08/1 S- 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 II sides coated with UV protected and slip resistant polymer stabilized polypropylene on both sides. RhinoRoof RSA 36" x 67' rolls ASTM D 1970 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. ML1, 2. ML2 3. ML3 4. ML4 EVIDENCE SUBMITTED: Test Aeency Test Identifier Test Name/Report Date Intertek Testing Services 93031783 TAS 104 02/19/03 3119607COQ-003B ICC-ES AC48 02/20/08 3124826-01 ASTM E108 02/19/08 3124826MID-007 ASTME108 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 10 1 823107COQ-0 I I ASTM D226 12/09/14 Trinity I ERD I15010.05.10 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/I1/15 Page 3 of 5 INSTALLATION SPECIFICATIONS: Titaniums' 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 ''A" 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. AL i]i � n^p ' 'i 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-50, 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-50, 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. 11. 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 PNo.:14-0603.18 F�LF C O Expiration Date: 08/08/18 Approval Date: 06/11/15 Page 5 of 5 0 V 9 D JOSEPH E. SMITH, CLERK OF TH �RCUIT COURT — SAINT LUCIE COUNTY FILE ii 4086622 OR BOOK 3762 :OE 1922, Recorded 06/30/2015 at 11:_ M E RNTO- PERMIT NUMBE0.'IL'v ,il"^nunxnNlw n�•n'di,y;.dn J NOTICE OF COMMENCEMENT The undersigned hereby given notice that improvement will be made to cenain real property, and in accordance with Chapter 713. Florida vanes the following information is provided in the Notice of con rrunctment. I. DESCRIPTION OF PFOPERTy (Legal description and street address) TAX FOLIO NUMBER:.? 3 06 -1 1.1 — 0 0 01 —N 0 0 /0 all that part lying northeast of 95 2. GENERAL DFSCRUMON OF IMPROVEMENT:. 3. OWNER INFORMATION:a. Name b.Addass 8000 S USl Suite 402, PSL, FL 34952 C. Ihnere., in pmpcny d. Name and address of fee simple titleholder (if ottu than owner) 4.CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: Wynne Development Corporation 8000 S. US1 Suite 402 PSL FL 39957 777—R7R—S5M7 S. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: ]. persons wish.. the State of Flans. designinO by Owner upon whom a.heas or other doc...'s may be served as provided by Seaton 713 13 (1)(11) 7. Florida Statutes: NAhtE,ADDRESS AND PHONENuhaEER: Tom Lee Spanish Lakes BlvdPierce, FL B[. g, to addition to himself or herself, Owner designates the following to receive a copy of the Lieoor'f Notice as provided in Section 713.13 (I)(b). Florda Statutes: NAME, ADDRE$S AND PHONE NUh1DER: 9. Expiration date cretins of commencement (the expiration data is 1 year from the date of «cording unless a different date D 201- 0590 Matthew Lyle Wynnevicia—Prianident Signature of Owner Print Name and Providt Signatory's TitdO Met Owner's Authorized OffarfDlrcnorlTartnerYMaaager $late of Florida County of Cr f t rie The foregoing instrument was scanowledged before me this 29th day of T m —• 2(t15 By Matthew Lyle Wynne .as Vdry uLh. iri ♦ attorney to fact) (Name of person) (Type of authority... e.g. Owner, off cer. trustee, a y For Wynne zest ldinq Corporation (Name of parry on behalf of whom insaument was executed) Personally Enown� or produced the following type arm Susan Ma ` MyoM gg%M@FFI&N7 Si oamrc of Notary Publ' f%PPgS'twyA 1 (Printed Name of Notary Public) ( g Bn.a,dtNalaYr p,tWlY.Yalaa I! Under penalties of perjury. I declare that I have read the foregoing and that the facts in it arc true to are o the ledge ano belief (section 92.525. Florida Statutes). Signature($) of Owner(s) or Owacr(s)' Authorized Officer/Director/Partner/Manager who signed ubovt: STATE OF FLORIDA ST. LUCIE COUNTY THIS IS TO CERTIFYTHAT THIS IS A TRUE AND CORRECT C PY OF THE ORIGIN H E. SMIT RK Date: JUtI� � 2015 RP WYNNE r'UILDING CORPORATIONr- 8000 South U.S. #1 Suite 402 Port St. Lucie, FL 34952 Spanish Lakes Communities Division Port Saint Lucie August 24, 2015 To: St. Lucie County Building Department Attn: Permitting and/or Plan Review Re: 6508 Alemendra Permit # 1506-0560 To Whom It May Concern: Miami Division Miami In regards to the above property, the mobile home that was located on the lot was moved off the property by the homeowner. If you have any questions I can be reached at (772) 878-5513. - V.P. Telephones: Port Saint Lucie (772) 878-5513 Miami (305) 235-3175 BRADEN 9 BRADEN, A. I. A., P. A Sfrchilacls & Wanners 417 COCONUT AVENUE, STUART,, FLORIOA 34996 TELEPHONE: (7721 297-925B FAX (772] 2B7-9293 f*AAC-000032 St. Lucie County Building Department Permit At 506*0560: RE Address: 6508 Alemendra 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. RECER"D AUG 0 6 2015 -r July 29, 2015 ,I >„j j � / i BRADEN & BRADEN, A. I. A., R. A. _qrchitecb & 91anners 417 COCONUT AVENUE, STUART,, FLORIOA 34996 TELEPHONE: (772) 267-820B FAX (7721 287-62B3 #AAC-000032 July 29, 2015 St. Lucie County Building Department Permit #: o , Q5K RE Address: 6508 Alemendra, 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. I Braden & Braden AIA PA Lumber design°values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek' RE: ml1324 - 70' Carlton Elev D MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: WYNNE BUILDING CORPORATIN Project Name: m11324 Model:Tampa, FL33610 4115 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 Addil+biADrawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Ergineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. �No. Seal# I Truss Name JDate No. Seal# ITruss Name Date 1 IT7006033 JA 4/20/015 18 T7006050 JB 4/20/015 12 IT7005034 Al 14/20/015119 T7006051 IJC 14120/0151 �3 I T7006635 � A2 /20! 15 120 T7006052 1 KJ5 14/20 015 14 IT7006036 IA3 14/20/015121 T7006053 JKJ7 14/20/015 5 T7006037 A4 4/20/015 22 T7006054 1KJA 4/20/015 6 T7006038 A5 4/20/015 23 T7006055 KJB 4/20/015 7 T7006039 A6 4/20/015 24 T7006056 MV2 4/20/015 8 T7006040 S 4/20/015 25 T7006057 MV4 4/20/015 9 T7006041 JBH7 4/20/015 1 1 1 J 10 IT7OD6042 IGRA 4/20/015 11 IT7006043 IGRB 4/201015 12 T7006044 I GRC 4/20/015 13 T7006045 I J 1 1 4/20/015 114 IT7006046 J3 14/20/015 115 I T7006047 J5 4/20/015 1 16 T7006048 I J7 4/20/015 17 T7006049 IJA 14120/015 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. A. E N! 9 80 =v. CC �'. STATE OF :emu/: '•,ifir Sd,'0NA� EEC% FL Cert. 6634 April 20,2015 Albani, Thomas 1 of 1 COMMON 4.0D 12 44 = 2a3 4x6 = 3s8 = 2x3 II 3xB = 4x6 = Scale = 1:60.8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in Qoc) I/deft Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(L-) 0.30 14-15 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Ved(TL)-0.6114-15 >676 240 BCLL 0.0 ' Rep Stress Incr YES WO 0.48 Horz(TL) 0.13 70 n/a Na BCDL 5.0 Code FBC2010/FP12007 (Matrix) Weight: 1661b FT=O% 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 Stablllzers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation outcle. REACTIONS. (lb/size) 2=1221/0-8-0, 10=1221/0-8-0 Max Harz 2=-223(LC 6) Max Up1ilt2=787(LC 8), 10=787(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 gb) 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=.2322/1353, 8-9_ 2350/1342, 9-10=-2851/1613 BOT CHORD 2-17=-1408/2666, 16-17=1408/2666, 15-16=-1408/2666, 15-20— 753/1731, 20-21=-753/1731, 14-21=-753/1731, 13-14=-1408/2627, 12-13=1408/2627, 10-12=-1408/2627 WEBS 6-14=-455/854, 7-14-253/174, 9-14=-552/440, 6-15=-455/854, 5-15= 253/174, 3-15=-551/440 NUnbalanced root live loads have been considered for this design. OTES-,,`S t A', q�,��j 2) Wind: ASCE 7-10; Vuit=165mph (3-second gust) Vasd=128mph; TCDL=4.2pst; BCDL=3.OpsQ h=12f1; B=45ft; L30ft; eave=6ft; Cat. 11;�\s;`.• G E N ••., e �4 Exp C; Encl. GCpl=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 .. $ 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. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 0 3938Q� 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 WIC fit between the bottom chord and any other members, with BCDL=5.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=lb) 2=78 + 10=787. O. ATE 7) "Semi -rigid pitchbreaks including heels" Member end Ilxity model was used In the analysis and design of this truss. 11. FL Cert. 6634 April 20,2015 ®WARNING - Verlrydeslgn parameters and READ NOTES ON THIS AND INCLUDEDMITEKREFERANCEPAGEMII-7473 rev. 0N642016 BEFOREUSE. Design valid for u sa only with MBek coneecto s. Wadedgn is based only upon parameters Shawn. and is for an Individual buBd rx, component. AppilcoUlty of design parameters and Voperhrortwrallon of component is responsibility ofbulldhg designer -not funs designer. Bracingstwvm So Is (or Inlerel suppod oflndMdud web members oNy. Addllbml lenlporarybract g to Inuae sfabflllydsahg constmclbn Is the responslb lltyof the erector. Additbml rmamnlbracingoltheovemllstmcMelstmwspanslbllityoflhebulldingdeslgner.Forgemmlguidanceregaiding MiTek' tabdeullon,qualityconfol,slorage,delivery.erectionarxtlxachg,consa6 ANSI/TPII Quality Criteria,DSO.89 and SCSI Building Component 6904 Parke East Bbd, Safety Infarmonon avauable from Tw Bate fratllule. 781 N. Lee Steel. Suite 312. Alexandria VA 22314. TaWn, FL 3s61a Job Truss Truss type cry Ply 70'Carkon Sir T]006034 m11324 Al SPECIAL 9 1 Job Reference o tional Chambers Truss, For Pierce, FL 4.00 12 5x8 = 2n3 If SX12 2.ao 12 7.620 s Mar 27 2015 Scale=1:61.8 LOADING (psi) TCLL 20.0 TOOL 7.0 BOLL 0.0 BCDL 5.0 SPACING- 2-0-0 CSI. I Plate Grip COL 1.25 TO 0.86 Lumber DOL 1.25 BC 0,83 Rep Stress Incr YES WB 0.48 Code FBC2010/TP12007 (Matrix) DEFL. in (too) Vdetl Ud Vert(ILL) 0.76 12 >539 360 Ven(fL) -1.30 12-13 >317 240 Horz(TL) 0.39 10 Na We PLATES GRIP MT20 2441190 MT18HS 244/190 Weight: 1581b FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-0-1 or. bracing. WEBS 2x4 SP No.3'Except• WEBS 1 Row at mldpt 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 guide, REACTIONS. (lb/size) 2=1171/0-8-0, 10=1171/0-8-0 Max Horz2=224(LC 7) Max UpIIft2= 837(LC 6). 10=-837(LC 8) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) 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=1562/2548, 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 - Unbalanced roof live loads have been considered for this design. ,,,`,,`P.S �•, .Q��/� 2) Exip C AEncl., GCp1=0.118; MW FRS (directional); Lumber DOL 1.60 plate grip DOL=1. 0 .opsh h=12fF B=4511; L=Soft; eave=bib Cat. II; ``%�p\�':.\�'E N S .• . ei�, 3) All plates are MT20 plates unless otherwise Indicated. ,• 4) This truss has been designed for a 10.0 psf bottom chard live load nonconcurrent with any other live loads. 39380,E 5) • This truss has been designed for a live load of 20.0ps1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wIIJ: fit between the bottom chord and any other members, with BCDL = 5.Opsf. 6) Bearing at Jolnt(s) 10 considers parallel to grain value using ANSVTPI 1 angle to grain. formula. Building designer should verify capackj •r of bearing surface. Z 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at jomt(s) except Qt=lb) 2=8371; O.• ATE 10=837. 8) "Semi -rigid plichbreaks including heels" Member end fixity model was used In the analysis and design of this truss. ��j,�� •�[ OR , Q G;`S'8... * * EC1��% FL Cert. 6634 April 20,2015 ® WARNING-Vsrlfydesfl, parameters and READ NOTES ON TNISAND INCLUDED MITEKREFERANCEPAGEMIP74T3 rev. 0V16/P016 eEFOREUSE. Design valid for use onlywlth Mifek connectan. This design is based only upon puranselersehowD and is for an indlvldlwt building component. �• AppllcabURV of design poramelersand proper mcamoratlon ofcomponent is responsBNllty of Wldes ing designer -not Indesigner. Bracing shown ■•� k torlatwalsuppori ofmchvklual web membersonly. Addlllonal temporary bracing to Insure siablisyduring construcibn is the msporxt>Dilty of the MiTek' erector. Additional permanent bracing of the overall structure Is the responacyllN of the building designer. for general guidance regarding fabrication, quality control. stomgo, delivery, erection and bnxang, consult ANSI/IPI I Quality Criteria, DSS-89 and SCSI Building Component 6904 Parke East BNd. Safety mammalian avallable from (russ Plate Imtilute. 781 N. Lee Street. Suite 312, Alexandria. VA 22314. Tampa, FL 33610 A2 4.00 12 414 = 4x5 =. 6 7 2x3 11 6xi2 = a's 2,00 F172 N II 2 ID 2 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (too) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vetl(LL) 0.76 13 >540 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(fL)-1.1911-13 >347 240 MT18HS 2441190 BCLL 0.0 ' Rep Stress ]nor YES WB 0.70 Horz(TL) 0.42 11 n/a n1a BCDL 5.0 Code FBC2010/IPI2007 (Matrix) Weight: 1681b FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-0-9 on bracing. WEBS 2x4 SP No.3 WEBS 1Row at mldpt 8-14 MITek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer installation culde. REACTIONS. (lb/size) 2=1171/0-8-0, 11=1171/0-8-0 Max Harz 2=21 B(LC 7) Max Up11112=-837(LC 8), 11=-837(LC 8) FORCES. (Ib) - 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=-1580/2533, 15-16=-1174/2004, 14-15=-1013/1855, 13-14=-2504/4176,11-13=-2882/4503 WEBS 3-16_ 675/465, 5-15=-287/192, 6-15=-379/503, 7-14=-242/437, 8-14= 2499/1605, 8-13=-955/1626,10-13=-413/387 NOTES- \\\\\\\S' A 1) Unbalanced roof live loads have been considered for this design. \\ P 2 Wind: ASCE 7-10; Vuit=165mph (3-second gust) Vasd=128m h; TCDL= sl; h=1211; B=451t; L=50f1; eave=6ft; Cat. II; 4.2psf; BCDL-3.0 •••• • • •'S B,9 �i, Exp C; Encl., GCpl=0.18; MWFRS (directional); Lumber DOL P .60 plate grip DOL=1.60 p ��.�. '�G E N •''•. 3) Provide adequate drainage to prevent water ponding. �� 8 4) All plates are MT20 plates unless otherwise Indicated. 393 5) This truss has been designed for a 10.0 psi bottom chard 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 wil; fit between the bottom chard and any other members. �f 7) Bearing at Jolnt(s) 11 considers parallel to grain value using ANSI/1PI 1 angle to grain formula. Building designer should verify capacis of bearing surface. . • ATE 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift al)oln!(s) except Qt=1b) 2=837, !:10�•, k P`.•��, OR 110 9) �Semkigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. ,1*0 t R`S�O N AL\ FL Cert. 6634 April 20,2015 ®WARN/NO-VerlrydeslpaparameteroandREAD NOMSONMISANDINCLUDED MITEKREFERANCEPAOEMlIJ4T3rev=,W2016EEFOREUSE ■■■■■■ Doddn valid for use onlywith Welk connectors. Ihlsdoson h ,ased only upon paametersshown. and is fa, an hd vlduol building component. Applicability of design paametersand proper haoipafgllon of compossenl Is responsibility of Wilding designer- not truss designer. Bracing shown Is for lateral sur d of lndtvldual web members only. AddtiMwl temporary bracing to Insure stability cluing conslmcllon is the tesponsibsi0y of the erector. Addlllonal rx,"unent bracing of tho overall stmcM.Is the respomibl ty, of the bullding designer. For general guidance recording MiTek' fabrication. quul8y control, storage, delivery, erection and bracing, tonsil ANSUTPI I Quality Criteria, D38.89 and Bost Building Component 6904 Parke East Bkd. Safety Information avolable from Truss Plate Institute. 781 N. lee Street Suite 312. Nexanddo. VA 22314. Tampa. FL W610 Job I russ Truss type Ory PlY 70' Carhon Eer D noosD3s m11324 A3 SPECIAL 1 1 Job Reference (optional) I J m u an rie sa, IL t.62fls M3r272015 MGex lnauSlaab, Inc. Mon AP12015:26:39 2015 Pagel ID:_kf iGCA6bx7j2Sy1 HDXFW7ye3KX-FogKjsC?uegyD W Ho4mMYSgOthaL77crPXB W ucTZO0DJ t-0 a-0-1 t5-0-0 20-0-0 234142 2G-9-10 35-0-0 -0 -0- 8-0-1 8-11-15 5-0-0 8-17-72 2-8-74 6-2-6 - �1 4.00 12 5x6 = 40 = 4X4 = 15 4x6 2x3 II Sx6 = 2.00 F12 8-0-1 /&7.6 20-0-0 23-it-02 35-0-0 n-0-0 S.]q Oi Ant•-� Scale: 3/16'=1' Plate Offsets(X,Y)-- I2:0-3-14,Edgel,T9:0-3-0,Edge1110:0-5-2,Edge1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl L/d -] PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Ven(LL) 0.68 12 >605 360 MT20 244/190 TOOL 7.0 Lumber DOL 1.25 BC 0.85 Vert(TL) -1.1410-12 >363 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.97 Horz(TL) 0.38 10 n/a Na BCDL 5.0 Code FBC2010/TPI2007 (Matrix) Weight: 159 lb FT=O%a LUMBER - TOP CHORD 2X4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD BOTCHORD REACTIONS. (Ib/size) 2=1171/0-8-0,10=1171/0-8-0 Max Horz2=194(LC 7) Max Uplift2=-837(LC 8), 10= 837(LC 8) FORCES. (Ib) -Max. Comp./Max. Ten. -All 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=-2452/1671, 7-8=-4324/2787,8-9=4610/3102, 9-10=-4723/3088 BOT CHORD 2-15=-1575/2516, 14-15— 1575/2516, 13-14=-1128/1961,',2-13>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 Structural wood sheathing directly applied or 2-2-0 oc purlins Rigid telling directly applied or 4-1-13 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES-1) Unbalanced design. live ad165mph have been Considered for =128mph; j1►1111111/ �`-,r�,P.5 A• 2) Wind: ASCEr7 10;; Vultoof (3 se and gust) Vasds TCDL=4.2psf; BCDL=3.Dpsf; h=1211; B=451t; L=50ft; eave=6ft; Cat. II; %*s .......Q Exp C; Encl., GCpi=0.18; MW FRS Lumber DOL=1.60 DOL=1.60 <e (directional); plate grip 3) Provide adequate drainage to prevent water ponding. �� oO ,`� �. ��GEN$'•. -9'�� %Y-•^ 4) The solid section of the plate is required to be placed over the splice line at joint(s) 12. -I-- 5) Plate(s) at jolnl(s) 12 checked for a plus or minus 2 degree mlallon about Its center. 0 3938 6) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. * :• 7) • This truss has been designed for a live load of 20.Ops1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide with III between the bottom chord and any other members. 8) Bearing at joint(s)10 considers parallel to grain value using ANSI/RPI 1 angle to grain formula. Building designer should verify of Dealing surface. aspect .. ATE •� 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except pt=ib) 2=837, - 0 "Semi 0 10) -rigid pllchbreaks Including heels" Member end fixity model was used In the analysis and design of this truss. 0 N�,,% FL Cart. 6634 April 20,2015 A WARNING - Verify design paramefero and READ NOTES ON THIS ANO INCLUDED MITEK REFERANCE PAGE MII.74TJ rev. 027 WO16 BEFORE USE. Design valid for use aNywilh MBek connectors. This design R bosed only upon poramelms shown, and is for an Individual buldog component.' Apolcabrn illly of design poraetersond proper Incomorailon of component Is responsibility ofbdicing designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stobllltydudng construction is the fespons icullty of the Additional pennanenf bracing of the overall stmclum Is tM responsibility of fie balding designer. For general guidance regarding MOWeraclor. fabriCalloet, quctllly control. storage, delivery. mecgon and bracing. consult ANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 004 Parka East Blvd. Safety Information ovalable from Truss Rate Indllute. 761 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job fuss truss type Oty Ply 70'Carkon EleyO noosoa? m11324 A4 SPECIAL i i I Job Reference (optional) Chambers Truss, Fort Pierce, FL 7,62Ds Mar272015MiTeklndusbles,Inc. Mon Apr2015:26:352015 Pagel ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-j EjwCDdfyypggr?eTtn?uZ09 hHs3oYmoFRkwzOoOI 1A ]-8-0 13-0-0 22-0-0 23-11-12 26 9-10 35-0-0 6-0 -0-0 ]-8.0 5-_10 8-0-0 1-11-12 2-9-14 8-2-6 -0-0 Scale=1:62.9 4.00 Fl2 4x8 = 5x6 = 3x6 C 5 6 2x3 5xl2 = •�� _ 2.00 F12 7-e-0i 13.7-8 22-0-0 23-11-12 35-0-0 7.8-0 5-11-8 8-0.8 1-11-12 11-0-0 Plate Offsets (X Y)-- 12:0-3-14,Edge1 f4:0-5-8 0-2-41 (8:0-5-2 Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in floc) Well Lid PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.85 Vert(L-) 0.70 10 >590 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Ven(TL) -1.14 a-10 >362 240 MT18HS 2441190 BCLL 0.0 ' Rep Stress nor YES W B 0.99 Horz(TL) 0.38 8 n/a Na BCDL 5.0 Code FBC2010/TPI2007 (Matrix) Weight: 1571b FT=O% LUMBER - TOP CHORD 2x4 SP M 30 "Except' 4-5: 2x4 SP M 31 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-1-3 oc bracing. MITek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1171/0-8-0,8=117110-8-0 Max Horz2=170(LC 7) Max Up 1f12=-837(UC 8), 8=-837(LC 8) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) 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=-429712756, 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=-6261420, 4-11=-616/1112, 5-11=-266/557, 6-11 =-I 5561940, 6-10=-98011602, 7-10— 527/494 NOTES-1) Unbalanced s design.'� 2) W Ind rloadsoot live ASCE7-10; Vult=165mphb(3 second gust) Vasd een considered for I128mph; TCDL=4.2psf; BCDL=3 0psf; h=12h; B=45ft; L=50f1; Gave=6ft; Cat. If,, %%�,--`v`(^,``p.S A. ,q ,��/ Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 �� 0" ....... 3) Provide adequate drainage to prevent water ponding. ,�� .r \G E N S •'•.'9 � 4) All plates are MT20 plates unless otherwise Indicated. '"�10 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3938 n ••• 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 wilt fit between the bottom chord and any other members. 7) Bearing atiolnt(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula, Building designer should verify capacilE of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=lb) 2=837,+ • ATE 8=837. i 0 •• 9) "Semi -rigid pitchbreaks including heels" Member end fixity model was used In the analysis and design of this truss. flop •�( G R I, O % N All - ill '1?``� FL Cert. 6634 April 20,2015 Q WARNING- VeHlydeelgAparameArs end READ NOTES ONTHISANOINCLUDEDMITEKREF£RANCEPAGE MII-T4T3 rev. 0211M016eEFOREUSE. Design valid for LAS only with Wet, conneclols. This design is based only upon porometelsshovm and is for an lndlMdni building component Applicability of design parameters and promr Incolpomflon ofcomponent k respor>siblllly of bu lchri designor - not from designer. Brackxl shown Is for lateral support aflndlvklual wabmeml>ersonly. Addilianoltomp rarybTacir>gtoinsumstaNitydWng Conslruc.tionlsthotop ndblllilyofihe erector. Addllloiwl permanent bracing of the overall sinichue Is the responsibility of the bulidho designer. For general guidance regarding MiTeK tobdcalion. quality control, storage, delivery, erection and b admg. consul AN51/TPI I Quality Cdterm, D5849 and BCBI Building Component 004 Parke East Bald. Safety Informailon avoloble from Try Rate Institute. 781 N. Lee Sheet Suite 312. Alexandria VA 22314. Taupe, FL 33610 Job Truss Truss Type arty Ply 7V Carton Elm D T7006o38 m11324 AS SPECIAL 1 1 Job Reference o tional Chambers Truss, Fort Pierce, FL ].62Dsmer2]2ma M1lliex lnausmss, ins. monnprzvm¢o:aemse gar ID_k1iGCA6bx7j2SylHDXFw7ye3KX-SBo58YEGOF4g5pOBBBOOY55A4N1tbaEi?S??GMZOOOH 1-0 1 10-13 L-0-0 17-11-10 M-1— 26-e-1 35-0-0 7-10.13 3-i� 611-10 60U 2-8-i scale=1:62.e 4x8 = 3x4 = 4x5 = 4.00 12 4 13 5 14 e . 2x3 3x4 = 5x6 = 2.DD 12 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/FP12007 CSL TC 0.90 BC 0.83 WB 0.72 (Matdx) DEFL In (loc) Well Ud Vert(LL) 0.74 10 >555 360 Vert(TL) -1.21 10-11 >341 240 Horz(TL) 0.39 8 n/a rVa PLATES GRIP MT20 2441190 MT18HS 244/190 Weight: 151 lb FT=O% 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 3-11-14 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 Ifulde. REACTIONS. (Ib/size) 2=1171/0.8-0, 8=1171/0-8-0 Max Hoa2=146(LC 7) Max Upllfl2=-837(LC 8), 8=-837(LC 8) FORCES. (lb) - Max Comp-IMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3— 2691/1791, 3.4= 2368/1605, 4-13= 2371/1648, 5-13=-2370/1648, 5-14= 4103/2666, 6-14=-4103/2666,6.7=-4353/2795,7-8=4790/3131 GOT CHORD 2-12— 1581)2480, 11-12=-1307/2219, 10-11=2041/3253, 8-10— 2881/4516 WEBS 3-12=400/355, 4-12=-171/351, 4-11=181/348, 5-11=-1096/784, 5-10=444/964, 6-10= 748/1211, 7-10=-466/436 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Al.17fiirgust) D03.Ops1; h=121C 8=451t; L=501; eave=6tl; Cat. II; ♦♦__rt�PS1 tA F q�Exp CEnc, GCpi=0.18MWFRS (decHo al)Lumber DOLP7.60 plate rip DOL=♦, 3) Provide adequate drainage to prevent water pending. ♦ Q\V, •' 4) All plates are MT20 plates unless otherwise indicated. ♦♦ ��G E N,9'•.^q�� 5) This truss has been designed for a 10.0 psl bottom chord live load nonconcurrent with any other live loads. 6) • 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 will- 3938 fit between the bottom chord and any other members. * : 7) Bearing at Jolnt(s) 8 considers parallel to grain value using ANSViPI 1 angle to grain formula. Building designer should verify capacit= of bearing surface. •p 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except 6WID) 2=83fi R. _ • � 8=837. 9) "Semi -rigid pitchbreaks Including heals" Member end fixity model was used In the analysis and design of this truss. ��,,� •,•,c� O R (O Q` �\�♦♦♦ FL Cert. 6634 April 20,2015 Q WARNING -Verirydeargn peremerns i and READ NOTES ON TN/SAND INCLUDED MREKREFERANCEPAGEMI47473 rev. OW62016BEFORE USE Design valid for M ONywllh MQek conneclom, this design B based only upon parr➢etersshown and is for an Indlvltlud building component. Applicability of design parameters and Woper Incorporation of component Is responsibility of MYlding designer -not truss designer. Bracing shown Is forldeml supporl olindvidual web members only. Addillonal temporary bracing to Insure staCllity outing constarcllon is the responslbllllty oflhe MiTek' erector. Atldfional permanent bracing ofthe overall strucMe is the respomblIfyof the building designer. Forgeneral guidance regarding labilcalion, quality aonlrol, storage, delivery. erection and bracing. consult AN51/TPT Quality Cdleria, DSB-69 and BC51 Building Component 6904 Parke East BNd. Safety Information ovoluble from Truss Rate IrttiBde. 781 N. We Street. Suite 312. Alownal a. VA 22314. Tanya, FL 33610 Job Truss Truss Type criy ply 70-Carlton Elev0 T]006039 m11324 A6 HIP 1 1 Job Rafereroe o tionel Chambers Truss, Fori Plaice, FL 7.620 s Mar 2] 2D16 Mnek Indusirres, Inc. Mon Ape 2D 15.26.3] 2D15 Pagel ID; kfiGCA6bx7j2SyIHDXFw7ye3KX.fNMTLtFuBZCX4z?NlwF4Jemdnp2KBtrE6kYpozOoOG 1.0-0 g-0-0 1&8-0 20-2.13 26.0.0 35-0-0 6- -0-0 9.0-0 4.8.0 66-ta 5-g-3 9-0-0 -0-0 Scala =1:61.8 4.0D 12 40 2x3 11 4x6 = 2x3 11 4xe = 2x3 4x6 = 3x4 = 3x4 = 4x6 = 2x3 11 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 Incr YES Code FBC2010/TPI2007 CSI. TC 0.85 BC 0.71 W B 0.32 (Matrix) DEFL. in (too) Weil Ud Ven(LL) 0.68 10-12 >373 360 Ven(TL) -0.91 10-12 >278 240 Horz(TL) 0.11 a n/a n/a PLATES GRIP MT20 244/190 Weight: 142 lb FT=O% 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 of; bracing. WEBS 2x4 SP No.3 MiTek recommends that Sta illlzers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation oulde. REACTIONS. (lb/size) 2=977/0-8-0, 13=316/0-8-0, 8=1048/0.8-0 Max Horz 2=-121(LC 6) Max UpIIft2=-712(LC 8), 13=-205(LC 8), 8— 757(LC 8) Max Grav2=977(LC 1), 13=351(LC 17), 8=1048(LC 1) FORCES. (Ib) - Max. Camp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2024/1307, 3-16=2314/1627,16-17=-2314/1627, 4-17=2314/1627, 4-5= 2314/1627, 5-6=-2314/1627, 6-18= 2314/1627,18-19=-2314/1627, 7-19=-2314/1627, 7-8=2280/1477 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=-462/352, 6-12— 254/217, 7-12=-179/405, 7-10=-20/296 NOTES- ,♦\,,,,S 1A-Fr1"��II 1) Unbalanced roof live loads have been considered for this design. ♦♦ P q� 2) Wind: ASCE 7-70; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsi; h=12ft; 6=451t; L=50ft; cave=6(t; Cat. II; ,♦ � C E N' • Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 :♦��`; '�,� S ••'•9� 3) Provide adequate drainage to prevent water printing. 4) This fuss 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.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide wlIC fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at jolnt(s) except Qt=1b) 2=71 y •iir C 7) "Semi -rigid pllchbreaks including heels" Member end fixity model was used In the analysis and design of this truss. O .• ATE �, ,lotF �ORIVP,:\�♦ FL Cert. 6634 April 20,2015 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. OV I MOM S BEFORE USE. Design valid for use oNywllh Musk connnctors. This design is based only upon parameters shown, and is for an lndlAdual buicing component. Do ApplicaL`AllfyofdeSUnvo melersandpreperincolparallonofcoatWnentbresWnd IffyofbUlldingdeggner-no]kLmdelgner.Nodraamwn Is for lateral support ofindivIdual web members ordy. Atldiflorwltempornrybracinglalnmreflab011yduff < consfrur-1bnistheresp billlNofthe MiTek' erector. McfilfonN permanent bracing of the overdl shuclure Is Ina rospondMlBy of the balding designer. For general guidance mdardlnfl fabricalion, quallly control, crape, delivery, erection and bracing, c.dt ANSVTPI I Gaudily Criteria, DSB-89 and BCSI Building Component 6904 Parka East Blvd. Safety Information avallabie from Truss Plata Instltule. 781 N. Lee Street. Suite 312. Alexandria, VA 22314. Temp., FL 33610 Job Truss Truss Type Qty 70'Co,Bon EIwD T]006040 m11324 B COMMON 3 jPly 1 Job Reference a tiona Chambers Truss, Fort Pierce, FL 3x4 = ].62o a Mar 2T 2a10 M l sKmoustnes, Inc. Man no' przu'a..:. '.a,rage, ID_MiGCA6bx7i2Sy1HDXFw7ye3KX-8ZvrZDFWytKNh7aaJcFlUdWShMBuY3eq7SmU5LFzOoOF 4x4 = as II Scale = 1:24.6 3x4 = to 6-11-0 fi-11-0 LOADING(psf) SPACING- 2-" CSL DEFL. in Qoc) Vdefl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TIC 0.21 Ven(LL) 0.05 5-8 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.18 Vetl(TL) -0.07 5-8 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.08 Herz(TL) 0.01 4 Na n/a BCDL 5.0 Code FBC2010/TP12007 (Matrix-M) Weight: 47 lb FT=O% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=442/0-8-0, 2=498/0-8-0 Max Holz 2=93(LC 7) Max Upllft4=-294(LC 8), 2=-375(LC B) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) 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 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins. BOT CHORD Rigid ceiling directly applied or 10-0.0 cc bracing. MiTek recommends that Stabilizers and required cross bradrg be installed during truss erection, in accordance with Stabilizer Installation qulde. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu1t=165mph (3-second gust) Vasd=l2Bmph; TCDL=4.2psf; BCDL=3.Opsi; h=12ft; B=45ft; L=50fh eave=6ft; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (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 nonconcurrenl with any other live loads. 4)' 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 Woe will bottomfit between the other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=lb) 4=294. ♦♦♦NIS A. 6) Semi -rigid pitchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. `♦%"N �\G EN a 3931 ATE ID 'nnnw�` FL Cert. 6634 April 20,2015 AWARNING.Vedrydesl9n pstamefersend READ NOTES ON TNISAND INCLUDED MITEKREFERANLEPAGEMII-74M my, a2/ MOISSEFOREUSE ■■■ Delon valid for use only with MBek connectors. this design b based only upon rxuamalersshown. and b for an Individual brIDtling component. ApplfcabNity, of dedon parameters and proper Incotpwaflon of component Is msponsltoutyof buildng designer -nol huss designer. Bracing shown Is for lateral wppod ofindMdual web members only. Addilbnal temporary bracing to Insure stability during conslruclbn is the respnrliWilty, of the MiTek' erector. Addllional peimanentbracing fobrlcallon.gralltyconiroLslomge.delivery,ereclionandlxacOV.con%AI of the overall structure is fixresponubllily of the balding designer. For general guidance regarding ANSI/TP119uolity Criteria,DSB-a9 and SCSI Building Component 6904 Peke East Bind. Safety Information available from inns Rate institute, 761 N. We Street Sulte 312. Aterrondrla. VA 22314. Tanga. FL 33610 T]006091I m„324 BHT SOSTON HIP 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL 7.620 s Nat 272015 KTek Mascara. Inc. "OnApr2015.26.3g20,5 Page, ID:_kfGCA6bx7j2Syi HDXFw7ye3KK-cmTDmZGBjASEJHgmtJyl9kjndbApolwBhODflhzOoC 5G0 21 60 1-PO ]4)-0 060 11-fi-0 13-6014- D 11-6-0 19-60 21-09 3 "a W 2&60 3SD0 -DO ]00 2-6e 2-00 2-DO 1-60 200 2-00 1-" 2-00 20D 2-60 ]-DO -D-0 Scale: 3/16'=1, (+)Top chord must be braced by end lacks, 4.00 12 4x5 = roof diaphragm, or properly connected puffins as shown. 12 14 16 3x6 tc 9 18 3x6 B 22 Sx12 % 4 6 3x4 24 Sx12 C 3 I 71 26 150 78� 0 27 21 2 n 28 291m A J •( _ l4 O 44 = 35 36 33 32 31 30 3x6 4x6 = 3x8 = 3x4 = 4x6 = LOADING(pso TOLL 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/TPI2007 CS'. TO 0.56 BC 0.43 WB 0.47 (Matrix) DEFL In Doc) Wall Ud Ven(LL) 0.47 32-33 >872 360 Ven(fL) -0.6432-33 >648 240 Horz(TL) 0.14 28 n/a We PLATES GRIP MT20 2441190 Weight: 208 lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or4-0-13 oc purims. BOT CHORD 2x4 SP M 30 BOT CHORD RIgId telling directly applied or 5-6-5 oc bracing. WEBS 2x4 SP No.3 JOINTS 1 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 quide. REACTIONS. (Ib/size) 2=1171/0-8-0, 28=117110E-0 Max Horz2=223(LC 7) Max Up1lft2— S37(LC 8), 28=-837(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=2803/1824, 3-4_ 1036/631, 4-6=.984/626, 6.8=966/629, 8-9= 9711654, 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=-1036/631,27-28=-2804/1824, 3-5=-1922/1423, 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=1919/1424,25-27=-1915/1420 BOTCHORD 2-35=-1620/2593,34-35=-1626/2581,33-34=1626/2581,32-33=-1787/2835, 3132= 1627P2582, 30-31=-1627/2582, 2830=-1621/2594 `,{1S,I�IA11f/// /I WEBS 333= 175/333, 1833— 459/465, 2732— 172/309, 14-15= 274/363 `,, A.', `o�.. q<e p,,�, ..... NOTES- ��,`�`: \r\ S'••••, 9i17 �r 1) Unbalanced roof live loads have been considered for this design. !I 2) Wind: ASCE 7-10: Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=451t; L=501t; eave=61t; Cat. III 39380 Exp C; Encl., GCpl=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. = 4) All plates are 2x3 MT20 unless otherwise Indicated. •• 5) This It has been designed lot a 10.0 psi bottom chord live lead nonconcument with any other live loads. 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will — ATE :• designed for live load .• 6)' This truss has been a of �•O 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 atjoinl(s) except 01=lb) 2=837, �,j,�� •"C 0 R 1 p - 28=837. `*��,�� ,ysis and design of this huss.,��/u/Sj�1111 l a used In hpudlnlalong heels" /he end xlor 6) "Semi -rigid reprre lntationndoes Al ��,, ereaks the onty 9) Graphical puffin not depictg siizer ntatlon of the the top and/or bottom chord. FL Celt. 6634 April 20,2015 WARNING. yeerydesign parameters and READ NOTES ON THISAND INCLUDED MITEKREFERANCEPAGEMII.7413 rev. OVIM019BEFORE USE Dodge valid for use only with Mgek connectors. This design is based only upon parameters shown, and is for an Ntllvldual bu0alrg component. Applicablity, of design rxuamefers and protect incorporation of component Is enpoin blllty of bulldine designer - 001 it=designer. Bracing shown Is for lateral support ofintlrvidual WOI,MOa ses ONy. oldillonal temporary, bracing to lmureslabmfyduringoonskuctionb the respandlNllllyofihe Addlllonal permanent braclee of the overall stntekne is the respoesg,lllty of the building designer. For gernord guidance recording MOWerector. fol ricallmt gridity control. storage. delivery. erection aid bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BC5l Building Component 6904 Parke East BNd. Safety Information avanrIDle from Tess Plate Irelllule, 781 N. Lee Slreal, Suite 312. Alexandria VA 22314. Tempe. FL 33610 Job Truss Tuuss type Dry Py 70'Carton ElevD T7006042 m11324 GRA SPECIAL 1 1 Job Reference (astronaut ,.miters i,uss, ran rlerce, IL 2.37 12 44 = 4x/0 19 4 20 4,4 = 21 5 22 64xle = 2x3 11 3x4 = 3x4 = 2x3 3x4 = 3x4 = Scale = 1:27.4 LOADING(pst) SPACING- 2-0-0 CSL DEFL, in poc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Veri 0.08 11 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.29 Ved(TL) -0.10 10 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.06 Horz(TL) 0.03 7 n/a nta BCDL 5.0 Code FBC2010/TPI2007 (Malrix-M) Weight: 581b FT=O% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=701/0-8-0, 7=701/0-8-0 Max Horz2=65(LC 24) Max Upliff2— 523(LC 8), 7=-523(LC 8) Max Grav2=720(LC 17), 7=720(LC 18) BRACING - TOP CHORD Structural wood sheathing directly applied or 5-11-1 oc punins. BOT CHORD Rigid telling 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. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3— 1503/1148, 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=-1529/1218, 6-7= 1503/1122 BOT CHORD 2-12=-111611395, 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; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Ops1; h=12ft; B=45fi; L=50ft; eave=61l; Cat. 11; Exp C; Encl., GCpl=0.18; MW FRS (directional); Lumber DOL=1.60 plate gdp DOL=1.60 ,��--r^� NS 3) Provide adequate drainage to prevent water podding. �� \V, ...... e 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. ,�� ,j. ,• �� G ENS •••.9 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. % 3938 6) Provide mechanical connection (by others) of truss to beadng plate capable of withstanding 1001b uplift at joint(s) except Qt=lb) 2=52i 7=523. 7) "Semi -rigid pAchbreaks 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 sulticient to support concentrated loll 128 ib down and 114 to up at 4-18 , 123lb down and 124 lb up at 5-0-0, 130lb down and 146 Ib up at 5-7-3, 124 lb down and 129 is up at 5-11-0, 124 lb down and 129 le. . ATE up at 7-11-0, 130Ib down and 146 lb up at 8-2-13, and 123lb down and 124 to up at 8-10-0, and 128lb down and 139 lb up at 9-8-8 � •• on top chord, and 161b down and 71b up at 4-1.8, 181Is down and 151b up at 5-0-0, 331b down at 6-7-3. 391b down at 5-11-0, 39 lb ,.jT •�•Z down at 7-11-0, 33 lb down at lb own and 7 9) T the design/selection of such section, loadson dleticeihel face respothe nsi, and 18 lb down and 15 lb bility arof others. e noted asntlons (F)dor back (B)Ib up at 9-8-8 on bottom chord. ,,0."... N A ; it �\ LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 FL Cert. 6634 April 20,2015 A WARNING - Verify da.11. parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 110I.74TS rev. 02116M015 BEFORE USE Design valid for use onlyvAth MiTek connectors. Ths design is Dased only upon parameters shovm, and is for an IndMcfual bundler, component. ®� Applicability ofdeslgn parameters and rxoper Incofporallon of component 5 responelbillty of 6ntw ullding designer noitdOmG rslgner.ngshoven jr�i Is for lateral supped ofindlvidual web memtasrs only. Addlibral temporary, bracing to Insure Morality during construction is the respontlbilllly of the Addllforlal bracing the is the MiTek' annular. permanent of overall structure resoonsbilly of the building designer. For gerxnal guidance regarding fabrication, qualltyconirol.storage,delivery. straiten anrlbracing,conutlt ANSVTP11 Quality Criteria,DSB-89 and BCS1 Building Component 6904 Parke East Bled. Safety Information available from Truss Nate Institute, 781 N. an Shoot. Suite 312. Alexandra. VA 2231A. Tempe, FL 33610 Job TrussType Oty y 70'Cerfton ElevO T]006042 m11324 GRA SPECIAL 1 1 lob Rferenc ti nal Chambers Tness, Fo4 Penes, FL rIHDXF 7ye$K-YSb_Bnlo"F"eyZ'b'J "k BFB C7OtbG0 RBkim ZZOOOC ID_IAiGCA6bx7j2Sy1HDXFw7ye3KK-YSb_BFIOFo'ryZbJ9_ _ p q Y 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) Vert 3=7(6) 4= 64(B) 5= 64(B) 6=7(B) 12— 6(B)11=35(B) 10= 35(B) 9=-6(B) 19=-28(B) 20— 60(B) 21= 60(B) 22=-28(B) 23— 1 B(B) 24— 1 B(B) 0 wARMNG. Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEHREFERANCE PAGE 1,111-7473 rev. =67016 BEFORE USE. Design Valid for use onlywllh Niffekconnecta2 TNsdesign b based only upon paametelsshown, and is form Individual building component AppllcoUlkyofdesignpaamefersandprayer incorporation of comp nenl Is respomlblltty of bulldho designer- not hLasdesigner. Bracing shown �� IsforintercisupponoflndMdwlwebmemb,NoNy. Additional temporary btncing to Imue, stability draing cor truclbn is the responAlbillry of the bracng at the ovemil stnrchna Is [he rosponsiblllty, of he buildWdesigner. For generol guidaneo regarding M!Tek' erector. Addlilorwl Tormanent fpbdcalWn. RtgllN control.storage, dellvory.erectlon arW bracing. comWI ANSUTI'llQuallly, Works,DBB-89 and BCSI Building Component 6904 P." East SIM, Solely Information ovamble from Tens Rate Institute. 781 N. Lee Street, Suite 312. Alexandria. VA 22314. Tempe. FL 33610 Job Truss Truss I ype Ofty Ply 7V C.gon El.D TJa96643 m11324 One SPECIAL 1 1 Job Reference (optional) DhamSete Truss, Fog Pierce, FL 4.00 12 4x8 = 314 = 3x6 = 2x3 11 7.620 s No, 272015 Mi 4x4 = 4" = Inc. Mon Aar2al5:26:422IdS Scale: 3/1611' -ry�11 3 25 26 4 27 28 29 5 630 31 32 733 34 35 8 iif 2 101 d 18 17 15 40 14 4 12 36 37 38 16 39 5x6 = 41 42 313 3x4 = 2x3 II 3x4 = 3x6 = 3x4 =3x6 = 3x4 = 3x4 = 5-0-0 10-3-0 15E-0 21F-0 28.1-0 35.0-0 5-0-0 5.3-0 53-0 6-0-0 6-7-0 6-11-0 Plate Offsets (X,Y)-- f3:0-5-4,0-2-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Well Ld PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.39 Vert(LL) 0.11 17-18 >999 360 MT20 2441190 TOOL 7.0 Lumber DOL 1.25 BC 0.32 Vert(TL) -0.1517-18 >999 240 BOLL 0.0 ' Rep Stress Incr NO WB 0.43 Horz(TL) 0.03 15 n/a nra BCDL 5.0 Code FBC2010fTP12007 (Matdx-M) Weight: 146 lb 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 20 SP M 30 BOT CHORD Rigid ceiling dir ic0y applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1Row at micipt 4-15 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-8-0. (Ib)- Max Horz2=96(LC 7) Max Uplift All uplift 100 lb or less at jdnl(s) except 2=-546(LC 8), 15=-835(LC 8), 14_ 542(LC 8), 10=-389(LC 25) Max Grav All reactions 250 to 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. -All forces 250 (Ib) 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=-288/511, 6-31= 2881511, 31-32=-288/511, 32-33=-288/511, 7-33=-288/511, 7-34=-288/511, 34-35— 2881511, 8-35= 2881511, 8-9= 535/483, 9-10=-924/624 SOT 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=-83W1272,39-40=-838/1272,15-40=-83811272, 15.41=-511/412, 41-42=-511/412,42-43=-511/412, 14-43=-511/412, 13-14=-452/515, 12-13— 452/515,10-12=-685/1021 WEBS 3-18=0/257, 4-17=0/292,4-15=A854/1286, 6-15=-503/480, 7-14=-430/408, 8-14=-857/572 3931 *,. NOTES- _ 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuit=165mph (3-second gust) Vasd=128mph; 70DL=42ps1; BCDL=3,Ops1; h=12h; B=45tt; L=5011; esve=6lt; Cat. is ATE Exp C; Encl., GCpl=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 0 AN 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. , ( Q • 5) . This truss has been designed for a live load of 20.0ps1 on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 10............. 1�? �% fit between the bottom chord and any other members. "-;0011411111111111 ,/0 NAL�?�`` 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5461b uplift at Joint 2; 835 lb uplift at joint 15 41111 r 11 r�I\� , 542 lb uplift at joint 14 and 389 lb uplift at Joint 10. T "aoml-dnid NIrtgn—Ve Inrindina Goole" KI—K—and fivite mndol ume amd In tho onnhmle and docinn of Ihle In — FL Cert. 6634 April 20,201 S ® WARNING- Verify design parameters and READ NOTES ON TH/SANDINCLUDED MITEKREFERANCEPAOEUII-74M rev. 02/I62016 GEFORE USE. Deslnn valid for me only with M6ek conneclols. this design is bowl only upon Voramelers Movm, and is for an ladvidual bulding component.' Anp lkmaff ly of desgn parameters and pror of Inceperallon of component Is responsbllity of bdldlog designer -not truss designer. Bcing Mom Is far lateral supper! of ledividual web members orgy. Additional temporary bracing to Insure stobllly dude construction Is the responsibility of the MiTek' erector. AditionalpermanentbradngoftheoverallstructureIsthereMonsibBltyofthelw8dingdesigner.Tmgeneralguldanceregardho fabrication, quality control, storage, delivery, erectlon and baclag, consult ANSUTPI I Quality Criteria, DS9-89 and SCSI Building Component 6904 Parke East Blvd. Safety Infotmallon evaNable from truss Rate InatlhAe, 781 H.lee Sheet sure 31Z Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply 70'Cariloa EI.D T]DD6D43 m11324 GRB SPECIAL i 1 Job Reference 0 t'onal Chambers Trues, Foe Pierce, FL -- Z62De Ntar27 zu1>Mnekiadusuies, inc. an Apr 2'u iS26:4e Me Paget ID: kfiGCA6bx7i2Sv1HDXFw7ye3KX-OL9MOb1105gpAkuLYRVOnMLJXoDJ7NlaNOSJUOZ000B NOTES- B) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 289 lb down and 341 Ito up at 5-0.0, 124 lb down and 129 Ito up at 7-0-12, 124 lb down and 129 lb up at 9.0-12, 124 lb down and 129 Ito up at 11-0-12. 124 lb down and 129 lb up at 13-0-12, 124 Ito down and 1291b up at 15-0O2,124 lb down and 129 lb up at 17-0-12, and 124 lb down and 129 lb up at 19-0-12, and 124 Ito down and 129 Ito up at 21-1-4 on top chord, and 83 lb down at 5-0-0, 39 Ito down at 7-0-12, 39 Ito down at 9-0-12, 391b down at 11-0-12, 39 Ito down at 13-0-12, 39 lb down at 15-0-12, 391b down at 17-0.12, and 39 lb down at 19-0-12, and 39 lb down at 21-1-4 on bottom chord. The design/selection of such connection devtce(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: 1-3=-54, 3-8=-54, B-9= 54, 9-11-54, 19-22=-10 Concentrated Loads (lb) Veil: 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) ®WARNING- Verify design parameters and READ NOTES ON THIS AND iNCLUDEUMITEKREFERANCEPA0EMII-7473rev.BT/MOIS BEFORE USE. ■■■ Design volidfor use only with Mask connectors. iNsdeslgnisbosed only uponp ramefetsshown, and is far an individual building commasnt.IM ApplkoMlry, of design paameters and partner krcotpaatlon of component is responslMlty of building designer - not truss designer. Bracing shown is toy lateral surporl ofmdivlduai web MOMLOrx only. Additional temporary braclM to insure stability dalno corefrucflon is the resporelb011ly, of the emcfor. Adkfi lorwl permanent Mating of the overall structure is the responsibility of the bul ding designer. Forgeneral guidance regarding M(Tek �Y� 1 labdoatiom gtakty control, storage, de;Wry, emcilon and bracing, consLdt ANSI/]PI I Quetlty Criteria, DSB-69 and SCSI Building Component 6904 Parka East BNd. Safety Information ovoflaMe from Truss Nate InsilMe, 78114. Lee Street. Suite 312, Alexancift VA 22314. Tampa, FL 33610 Job Truss 1 russ type Oy Pry 70-Carron Elovb 7]0a6049 m11324 GRC HIP i i Job Reference o tional Chambers Truss, Fan Pierce, FL 7,620 a Mar 272015 MiTek Industries, Inc. Mon Apr 20 15:26:44 2015 Pagel ID:_kfiGCA6bx7j2Syl H OXFw7ye3KX-yjH6pHKHY5XQ21jfsXusnRXRcgNTCPtrixOYuzOo09 1-0-0 7-0.0 13-6-0 2De-10 28.0-0 35-0-0 6-0- 1-0-0 7-0-0 6-B-0 7-i-10 7-26 7.0.0 -0-0 Scale =1,61.8 400 12 Sx8 = 3x6 II Sea we= 5x8 = 4x6 = 3 16 17 18 194 20 5 21 ?1 6 23 24 25 26 7 i0 2 n' 9 B y d 6 Id axe = 15 13 72 10 3x6 C 27 28 14 29 30 31 32 33 34 11 35 36 2x3 11 3x6 = 6x10 = 3x4 = 46 = 2x3 11 ]-0-0 134E-0 20.9-10 28-0-0 35-0-0 7-0-0 M.7-1-1a 7-2-6 7-0-0 Plate Offsets(X,Y)-- f2:0-2-O.Edgel 13:0-5-12,0-2-12115:0-3-0,Edgel 16:0-3-80-2-81.17:0-5-4.0-2-41 f8:0-3-14,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL In (too) Wait Utl 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(TL) -0.3810-12 >669 240 BOLL 0.0 ' Rep Stress Incr NO WB 0.71 Horz(TL) 0.10 a n/a Na BCDL 5.0 Code FBC2010/TP12007 (Matrix) Weight: 155 lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-9-3 or. puffins. BOT CHORD 2x4 SP M 30 -BOT CHORD Rigid ceiling directly applied or 5-3-9 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at mldpt 3-13, 6-13 4-13: 2x6 SP No.2, 6-13: 2x4 SP M 30 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be Installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=445/0-8.0, 13=2650/0-8-0, 8=1037/0-8-0 Max Horz 2>84(LC 6) Max Uplif12— 430(LC 8), 13=-2294(LC 8), 8>942(LC 8) Max Grav2=539(LC 19), 13=3139(LC 2), 8=1234(LC 20) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-869/566, 3-16=-1085/1586, 16-17=-1085/1587, 1T18=-1085/1587, 18-19=-1085/1587, 4-19=-1085/1587, 4-20= 108611587,5-20=-1085/1687, 5-21=-1085/1587,21-22=-1085/1587,6-22=-1085/1587, 6-23=-2144/1634, 23-24_ 2144/1634, 24-25= 2144/1634, 25-26=-2144/1634, 7.26=-2144/1634, 7-8=-2967/2109 BOT CHORD 2-15=-458/764, 15-27= 4671793, 27-28=-467/793, 14-28=-467/793, 14-29=-4671793, 13-29=-4671793,1 7312144, 340r�„\ �� 11114,11.p., 32M181298-B92434, SA' q /^#,,11 25=1898/277435-36198774,10-36-1/L7748-10=IB,• •'0GENSWEBS 3-15-1711559, 3-13=-2501/1791, 4-13_893/863, 6-13=-3917/2865, 6-12=-25/611, 7-12=-670/448, 7-10=-181/595 ��'•> 0 39380E 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=4.2psh BCDL=3.Opsf; h=12fl; 3=451t L=50ft; eave=6fl; Cal.. �Oa, Exp C; Encl., GCp1=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 ATE 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord rive load nonconcurrent with any other live loads. ��T •• A. 5) - 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 0 • , (0 R , 0 P • ,,� fit between the chord and 6) Provide meth42 lb nicaoetjoint )o connection (by othefrs) ofer t truss to bearing plate capable of withstanding 430lb uplift at joint 2, 2294111 uplift at Joint ,��is5'fp N% 7) "Semi -rigid pitchbreaks Including heels" Member and fixity model was used In the analysis and design of this truss. FL Cert. 654 April 20,2015 Q WARNING -Verify design parameters and READ NOTES ON MIS AND INCLUDED MIFEKREFERANCEPAOEMII-7473 rev. OW610IS BEFORE USE. Design valid (of use on ywllh Mick connectors. lhls design b based only upon peramelorsshown, and is form Individual beading component. Appliamilty of design pmomelers and proper Incorporation of component Is resparelblllly of bullding designer - not inns doslgnef. Bracing shown Isforladeral suplaod of Individual web members only. Additional temporary bracing to lrssuro stability during construalon is the responsiblilry of the MiTek' erector. Arddlllonolpe"onenlbracingoItheoverdlslmcMrobtheresp billryolthe MRldngdeslgrwr.ForgenerdguidancemGmdhg faMicalion. qualitycontrol, storage; dellwW. erection and bracing, consdt ANSIITP1I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East BNd. Safety Info nnatlon avallable ffom Truss Rote IrslBule, 781 I4. Lee Street. Sage 312, Afrn ma rla, VA 22314. Tampa, FL 33610 o russ rasa ype Off, Ply 70'Cartion ErevD 006044 m11324 GRC HIP i i Job Reference tonal Chambers Truss, Fort Pierce, FL r.64usmervmuo run ee inoumn..,,n„ ..np,2015cv.� ID_kfiGCA6ba7j25yiHDXFw7ye3KX-yjH6pHKHY15XO21jfsXusnpXRcgNTCPtrixOYuzOoOE NOTES- 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 231 Ib down and 352 lb up at 7-0-0, 118111 down and 1891b up at 9-0-12. 118 Ib down and 189 Ib up at 11-0-12,118 Ib down and 189 Ib up at 13-0-12, 1181b down and 189 Ib up at 15-0-12, 1181b down and 1891b up at 17-0-12, 1181b down and 189 Ib up al 17-11-4, 118 Ib down end 1891b up at 19-11-4, 118lb down and 189 It, up at 21-11-4, 118 Ib down and 189 Ib up at 23-11-4, and 1181b down and 189 Ib up at 25-11-4, and 231 Ib down and 352 Ib up at 28-0-0 on top chord, and 388lb down and 240I11 up at 7-0-0, 681b down at 9-0-12, 681b tlown at 11-0-12, 681b down at 13-0-12, 6811btlown at 15-0-12, 681b down at 17-0-12, 681b down at 17-11-4, 681b tlown at 19-11-4, 681b down at 21-11-4, 68Ib dawn et 23-11-4, and 681b down at 25-11-4, and 3BB Ib down and 240 Ib up at 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 (plf) Vert: 1-3=-44, 3-7=-44, 7-9=-44. 2-8=-10 Concentrated Loads (lb) Vert: 3= 156(B) 5= 96(B) 7=-156(8) 15= 333(B) 10=-333(B) 16=-96(6) 17= 96(B) 19=-96(B) 20— 96(B) 21=-96(B) 22=-96(8) 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(13) 35=-23(B) 36=-23(B) Q WARNING-Vadty design pommel.. antl READ NOTES ON THIS AND INCLUDED MITEK NEFENANCE PAGE Mll-7473 rev. =620I5 BEFORE USE Design valid for use only with MBek connectors. This design b based only upon Parameters shown. and Is for an Individual b ildhg component. Appli of design and proper lncoKarallon of component is respona bully of bolldhg designer -nor ULM designer. Bracing shown :abOlty paameters Is for iomrol supPed of Individual web members only. Additional temporary bracing to Insure slaDlllty during construclbn is the responslb011ty, of the WOW erector. Addlilonal Permanent bracing of the overall structure k the responsitAilty of the outlining designer. For general gutcamoo regarding fat ilcation. quality control, storage, delivery, emotion Coal brachm consult ANSI II'tI Quality Criteria, DSB-89 and BC51 Building Component 6904 Parke East Blvd. Safety Information ovallaUa from Truss Nate Institute. 791 N. Lee Street. Suite 312, Alexandria, VA 22314. Tarrpa, FL W610 o was Truss Type Oty ly 70'Carhon ElevD T70D6045 m11224 J1 MONOTRUSS 6 1 ' Job Reference (optional) Chambers Truss, Fort Pierce, FL 7.62Ds Mar272015MTeklnduslries,Inc. Mon Apr2015:26:442015 Paget ID_kfiGCA6bx7j2SytHDXFw7ye3KX-yjH6pHKHYj5X021jfsXusnRk9czbTNXtrixOYuzOo09 1-0-0 1-0-0 0-0 1-0-0 Refer to MiTek "TOE -NAIL" Detail for connection to supporting carrier truss (lyp all applicable jacks on this fob) Basis = 1.6.2 4.00 f 12 3x4 = LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (too) I/detl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Ven(LL) -0.00 2 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Ven(TL) -0.00 2 >999 240 BOLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2010/rP12007 (MaMx) LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=-e/Mechanlcal, 2=120/0-6-0, 4=5/Mechanical Max Horz2=47(LC 8) Max Upllft3=-8(LC 1), 2=153(LC 8) Max Grav3=26(LC 8), 2=120(LC 1), 4=14(LC 3) FORCES. (III) -Max. Comp./Max. Ten. -All forces 250 (lb) cr less except when shown. PLATES GRIP MT20 244/190 Weight: 5111 Ff=O% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0.0 oc putting. BOT CHORD Rigid telling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bractng� be Installed during truss erection, In accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=165mph 13-second gust) Vasd=128mph; TCDL=4.2psC BCDL=3.0psf; h=12ftl B=451t; L=50ft; save=6ftl Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (dlrectional); 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.Opst 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. 1111111 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8lb uplift at Joint 3 and 153111 uplift at Joint 2. 6) 'Semi -rigid pttchbreaks Including heels" Member end fixity model was used In the analysis and design of this truss. �```\`,P`rJA• ��0 ...N � 39: TATE (JF—: ;0RIt G? 'rrn1n11``� FL Cert. 6634 April 20,2015 Q WARNING- Vadlydeslgn parametass and READ NOTES ON THIS AND INCLUDED MITEKREFERANCEPAGEMI1-7473 re¢=642015 BEFORE USE. Deakin valid for use only with Mack connectors. This design is bat ONy upon parameters shown, and is for an Individual building component. sot parameters Ety of design pameters and propm proper Incorporotlon of component Is responsibility of W iding desigussner - not turn designer. Bracing shown Is for lateral Wp[MG ofhrdVldual web members only.ivIdllbnal temporary brosong toln5mosta[AltydudngcanstNr:tlnn lslho rosWrlslbillltyal the Mewerector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general gudnc ao reganting fabdcatlom quality control. storage. delivery, erection and bracing, consult ANSI/TPI I Quality Criteria, DSO-89 and BCSI Building Component 6904 Perks East DW. Safety Informullon avalabte from buss Rate Institute. 781 N. Lee Street, Suite 312, Alexandria, VA2231A. Tempe, FL 33610 Job it si Truss Truss Type Dfy ly 70'Carlos Elev11 T7006046 m11324 J3 MONO TRUSS 6 1 Job Reference o Ronal T kl I Mon A r 201526'452015 Peel Chamber. Truss, Fort Pierce, FL 3x4 = ].620 s Mar 2] 2D16 Mi e n u net, nc, p g ID_kfiGCA6bx7j2Syl HDXFw7ye3KX-OvgVICLVIODO1CcwDa37P?zwOITCgnO3Mgz5LzOoOB LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vart (CL) -0.00 2-4 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Ved(TL) -0.01 2-4 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC20101TP12007 (Matrix) LUMBER - TOP CHORD 2X4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=53/Mechanlcal, 2=174/0-8-0, 4=13/Mechanical Max HoTz2=84(LC 8) Max Up1ift3=-47(LG a), 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 (lb) or less except when shown. Scale = 1:9.6 PLATES GRIP MT20 244/190 Weight: 11 lb FT=Oh BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 or; purlins. 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 Stablllzer Installation guide NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opst; h=121k B=4511; L=50f1; save=61q Cat. II; ESP C; Encl., GCpi=0.18; MWFRS (directional); Lumber COL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girders) for truss to truss connections. {I{{ 1111111,, 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 47lb uplift at Joint 3 and 1781b uplift at joint ,,{{ p,S A. q4,f� 2. 6) "Semi -rigid pitchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. ♦♦♦♦♦��Q -;G ENS; .I, as, 3938 as as ATEea r � FL Cert. 6634 April 20,2015 O WARNING- VeNty, design parameters and BEAD NOTES ON TNISANO INCLUDED MWEK REFERANCEPAGEMII-74T3 rev. ow016 BEFORE USE. aaaa vol for use onlywiih MNek connectors. We design is based only Orion l'xaramelorsshown. and k (of an Individual Millcing component. Applicability of tlesign paameters and proper IncoonsUlinn of component Is responsibility of building designer - not truss dosign,)c Facing rho" WE Is for lateral support otlndlvlduat web members Only. Additional temporary bracing to Insure stability dialog consfmclion is the respomiblllty of the .recta. Additianal permanent bracing M the overall structure[$the respcabilllyof the building designer. Forgenerd guidance regardin0 MiTek' lubricator, quality control. storage, delivery. erection and bracing, consulf ANSUTPI I Guallty Criteria, DSB-89 and BCSI Building Component 6904 Parke East Bkd. Safety Information available from Russ Flute Institute. 781 N. Lee Street. Suite 312, Alexandria. VA 22314. T.W.. FL 33610 Job Truss Truss Type Qty Ply 70' Corkon Elev D noosoa7 m11324 JS MONOTRUSS 16 1 Job Reference o tional Chambers Truss, Fort Pierce, FL 1-00 3x4 = T. 6a08 Mar 2 r'2a1S se" mIlU511198. I11C. Mon HPraa Ia:e0:9a sa' s . gal ID:_ktiGCA6bx7j2Syl HD%Fw7ye3KK-QvgVlcLv10DO1CcwDa37P?zpDOEnCgn03Mgz5LzOoOS LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Well L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Ve at -0.03 24 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.33 Ven(TL) -0.05 2-4 >999 240 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 rl/a n/a BCDL 5.0 Code FBC2010/?P12007 (Matrix) LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (Lb/size) 3=114/Mechanical, 2=230/0.8-0, 4=23/Mechanlcal Max Harz 2=122(LC 8) Max Uplifl3=-114(LC 8), 2=-202(LC 8) Max Grav3=127(LC 13), 2=230(LC 1). 4=69(LC 3) FORCES. (Ib) -Max. Camp./Max. Ten. -All forces 250 Qb) or less except when shown. Scale = 1:12.9 PLATES GRIP MT20 244/190 Weight: 171b F _0% BRACING - TOP CHORD Stmctural wood sheathing directly applied or 5-0-0 oc purlins. 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.Opsh, h=12ft; B=45R; L=5011; eave=61t1 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. \\\1111 nr1 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 114 lb uplift at joint 3 and 202 lb uplift at `,\\\ S A. �I1,, joint 2. �� P 44 6) "Seml-rigid pitchbreaks Including heels" Member end fixity model was used In the analysis and design of this truss. �� .•'• • •• _ e e, ��`�1 •��OENg 39380, a— .O ATE Viso c%0RIt p N ,Ilit ONA; Is FL Cert. 6634 April 20,2015 ®WARNING- warty design parameters and READ NOTES ON TN/S AND INCLUDED MITEK REFERANCE PAGE 14I.7473 rev. 02/1S/2016 BEFORE USE. assass ��/�® Designvalld for taeonlywlth M6ekeanneclors. Ibis design Is based only upon paamelersshown, and Isforaninc➢vlduoibuilding componenl. j(„l` IMI AppiMabtlttyofdergnpsxameteMMdpropeflncolporOlion ofcomronenth resporaMltyof Mg Aldidedges,-noftrue designer.&aclrgshown Is for lateral supfaod oflrMMdual web members ory. AddllbnN temporary bracing to insure stafstlty rising conslrucllan is the respon46011N oTIDx KWICore,clor. Addltonal por armanent bracing of the overall sl uclue, h the respslblllly or the NAdlne designer. Forgemnal guidance recording Fabrication, quality control, storage, delivery, erection and bracing. consult ANSI/IPII Quality Criteria, DS11-87 and SCSI Building Component 69Ds Palle East Shed, Safety Information available from Truss Role Institute, 781 N. Lee Street. Suite 31Z Alexarsdrlm VA 22314. Tampa, RL 32610 Job Truss Truss Type ry y ]0' Gerhart Usv D T]006048 m11y'24 J] MONO TRU33 12 1 Job Reference o t'onal Chambers Tmss, Fod Pierce, FL - 7.62ea Mar 272015 MiTek intlueul.,inc. Mon Apr 201E26:462015 Page ID: kfiGCA6bx7i2Sv1HDXFw7ye3KX.v6OtEyMX3KLF1MB6nHaMxCWOgPUsxH1Al00XdmOoOi Scale: 3/411' 3x4 = LOADING(psf) SPACING- 2-0-0 CSL DEFL in poc) Vdell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.12 2-4 >639 360 Mr20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(rL) -0.22 2-4 >365 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a nta BCDL 5.0 Code FBC2010/rP12007 (Matrix) Weight: 23lb FT=O% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=172/Mechanlcal, 2=291/0-e-0, 4=33/Mechanlcal Max Harz 2=160(LC 8) Max Up1lft3— 174(LC 8), 2=-234(LC 8) Max Grav3=189(LC 13), 2=291(LC 1), 4=99(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins. BOT CHORD Rigid telling 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=4.2psk BCDL=3.Opsf; h=12ft1 B=451C L=50ft; eave=6ft', Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (direcilorl Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 DO bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live toad 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. ,1111111111,, 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 174lb uplift at joint 3 and 2341b uplift at ,,�� PS A q<,,0 joint 2. ,........ e 6) "Semi -rigid pitchbreaks including heels" Member end ratify model was used In the analysis and design of this truss. ��` O C, E N 393 F•- ATE44 r ((� rr FL Cert. 6634 April 20,2015 A WARNING. Verity deign paremetere and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 111II.7473 rev. BT/164r816 BEFORE USE. Dedgn Vaiidfor use artywilh Mhek connectors. This design 5 based only upon paromeleissnewn, and is for an hldlvidual b1Mdng component. designer- not tear designou Bracshown Appik:abElly of design p3ametersand proper lnconWralien of Component is resporeANIfty ofbulltlBh �' �+�.YY■■■lg Is for lateral wooed ofkdMdual web members only. Addlllonaltoreporary bracing to Iowa, stotAlty, during conshuctbn is rho respondbNily, of the erector. Additional permanent hracingorlife overall structure isline responsiAlityollhebtiUdingdesigner. For general guidance regarding MiTek fabticallon quality, control. storage, delivery, erection and bercing, consult ANSI/TPI I Quality Criteria, DSB.89 and BCBI Building Component 004 P.*. East Slid. Safety Information avatab le from Buss Rate Institute, 781 N: Lee Street, Suite 312. Alexandria, VA=4. Tamp.. FL 33610 Job russ Truss Typo ty Ply 7VCeru,a EIWD T]006009 m11324 AMONO TRUSS 2 i Job Reference (optional)_ Chambers Truss, Fort Pierce, FL 3x4 = 7.620S Vaf2f Zola MI I OK Inauelr199, Ins. Man Npr LV 10:40.41[V15 rare1 ID_kfiGCA6bx7j2Sy1HDXFw7ye3KX-NlyFSIM9geT6HW mIL45bUO3Fap_hgkGJXg94gDzOoO6 LOADING(psf) SPACING- 2-0-0 CIA. DEFL. in (roc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Ved(LL) -0.00 7 >999 360 TCDL 7.0 Lumber DOL 1.25 SC 0.05 Vert(TL) -0.00 7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a tVa BCDL 5.0 Code FBC2010frP12007 (Maldx-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(LC 8) Max Upllft3=-3B(LC 6). 2=-136(LC 8). 4=4(LC 8) Max Grav3=45(LC 13), 2=142(LC 1), 4=26(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. Scale =1:8.5 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 telling 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; VUIt=165mph.(3-second gust) Vasd=128mph; TCDL=4.2ps1; BCDL=3.OpsC h=1211l B=451t•, L=50ft; eave=611; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate gdp 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 Fr, 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 38lb uplift at joint 3, 136 lb uplift at joint 2 �\ and 4 to uplift at joint 4. ♦� P A( �� 6) "Sam[-rlgid pltchbreaks including heals' Member end fixity model was used in the analysis and design of this truss. �� 0`; ••'• • • \GEN`S�•.9ij 3938 ATE O N A��,,� FL Cert. 6634 April 20,2015 QWARNING-Vnrfydesl9npar4mstersend REAONOTES ON TRISANO INCLUDED MITEKREFERANCEPAGEMII-74Tdmv.O2 MOIS BEFORE USE. ■ Design valid for use only with Mlles connectors. UnisdesignN hosed only upon fxlramelersshown, and is for an Individual Winton component. App rocrAlly of design parameters and proper Incomerallon of component Is resporWbility of bulldhg designer - not truss designer. 11molen shown Is for lateral supped oflndividual web members only. Addillonal temporary bracing to Insure stability during conshucilon is the resporelutilly of the WOWerector. Additional permanent bracing of the overall structure is the responslblllly of the buliding deslgner. For general guidance regarding fabicatlon, quality control, storage, delivery, erection and bracing, consult ANSI/TPI I Quality Criteria, DSB-89 and BCSI Bullding Component 6904 Parka East BNd. Safety Information avalfubte from Truss Plate Institute. 781 N. Lee Street, Sidle 312. Alexandria VA 2M14. Tempo, FL 33610 Job Truss truss type Cry Ply 70'C.,h.e ElevD 7T006050 m11324 JB MONOTRUSS 2 1 Job Reference(optional) Chambers Truss, Fort Pierce, FL 7.620s Mer272015Mnaklndustries,lnc. Mon Apr2D1526:472015 Paget ID_kfiGCA6bx7j2Sy1HDXFw7ye3KX-NIyFSIM9geT6HWmIL75bUO3AOpxUgkGJXg949DzOoO6 -1-2-5 55 11 1215 5511 3.4 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In (too) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Ved(LL) 0.03 4-7 >999 360 TOOL 7.0 Lumber DOL 1.25 BC 0.25 Ven(TL) -0.04 4-7 >999 240 BCLL 0.0 ' Rep Stress ]nor YES WB 0.00 HOrz(TL) 0.00 2 n1a n1a 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=105/Mechantcal, 2=269/0.8-0, 4=32/Mechanical Max Horz 2=114(LC 8) Max Uplift3=-99(LC 8), 2= 222(LC'8), 4=-l(LC 8) Max Grav3=105(LC 1), 2=269(LC 1), 4=6l (LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-441/229 BOT CHORD 2-4_ 300/485 Scale = 1:12.9 PLATES GRIP MT20 2441190 Weight: 19lb FT=O% BRACING - TOP CHORD Structural wood sheathing directly applied or 5.5-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MfTek 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=50f; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate gdp 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 20.0psi on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will \\\ \\111 I 1 fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. �p,S A 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 99 lb uplift at joint 3, 222 lb uplift at joint 2 ,�� p\`n.• G ...... and l lb uplift at joint 4. ,% �`; V\ 6) "Semi -rigid pitchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. 39. Ti ATE :.44/ S�0NAfi-E:C0 q�nnI,1ill Vk FL Cert. 6634 April 20,2015 A WARNING. Verify deals. paramelers and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PA0E111II.7473 rev,D MU115 BEFORE USE. Deacon valid for use only W8h Music connectors. Tins design Is based only upon parameters shown. and is for an Individual lx6ldeg component. NitAppikabllllyofdesignp metersandproperIncorporationofcomponen7 IsresponsblilyoficUltlhq designer -not tnladesignef. B1aGngshown Is for lateral support of irrciMtlual Web mombers only. Additional temporary bracing to Insure stobilty cluing construction is the responslbilllty of the MOW erector. Additional 1parmanent bracing of the overall structure Is the resrwn9Nlltyof the bundling designer. For general geldance regarding faledcallon, quality control, storage, delivery, creation and bracing. consult AN$UTPIl Quality Cilarla, D58-69 and BCSI Bullding Component 6904 Parke East Bind. Safety Information avcRabtu from True Plate Inslllule. 78111. Lee Street, Suxe 312. Alcorndda. VA 22314. Tampa, FL 33610 Job russ Truss Type QyjPly 70' Carton Elev D T]006051 m11324 JC MONO TRUSS 2 1 Job Reference a tional Chambers Truss, Fen Pierce, FL 3x4 = 2015 Mnek Industries. Inc. LOADING (Pat) SPACING- 2-0-0 CSI. DEFL. In (loc) Udefl Ud TOLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) -0.00 5 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(TL) -0.00 5 >999 240 BCLL 0.0 ' Rep Stress Incr YES we 0.00 Horz(TL) 0.00 2 n/a We BCDL 5.0 Code FBC2010/RPI2007 (Mat bf-M) LUMBER - TOP CHORD 2x4 SP No.3 ROT CHORD 2x4 SP No.3 REACTIONS. (Ib/size) 3=10/Mechanical, 2=109/0-8.0, 4=4/Mechantcal Max Horz2=50(LC 8) Max Oplift3=-7(LC 5), 2=-126(LC 8), 4=-3(LC 5) Max Grav3=12(LC 13), 2=109(LG 1), 4=10(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale =1:6.3 PLATES GRIP MT20 244/190 Weight: 5lb FT=O% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-1-4 or. purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. MtTek recommends that Stabilizers End required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vul1=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsh h=12fi; B=45ft; L=50ft; eave=6f ; 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 miss has been designed for a live load of 20.OpsI on the bottom chord in all areas where a rectangle 3-6-0 tali 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' A1,I, 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 71In uplift at joint 3,126 lb uplift at joint 2 \\\ "I� and 3 lb uplift at joint 4. 6) "Semi -rigid pitchbreaks Including heels" Member end fixity model was used In the analysls and design of this truss. ��, �`:'V�CEN`S•.�r-fir h. 3938 Mc :O ATE C? i�00 ,s`S'O FL Ci 6634 April 20,2015 A WARNING - Verify dealgn pammefem and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE M11-7473 rev. OTH SQ015 BEFORE USE Design valid far use only with Mnek connectors. This design b based only upon parameters shown, and is for an individual bullding component. Applicability of design Fxrameiers and proper Incorpomllon of component Is responsibility of buffing designer - not truss designer. Bracing shown Is for lateral suppod oflndivldual web members only. Additional temporary bracing to insure stability doiing construction is the responsltAllty of the MiTek' enactor. Addlllonal permanent bracing of the overall stmclum Is the mspondlArlty of the bull designer. For general guidance regarchg fabdcailon, qua Thy control, storage, delivery, erection and bracing, consult ANSIAPI19uality Criteria, DSB-89 and Bost Building Component 6904 Parke East Blvd. Solely Information evaOaWe from Taus Rate In lluse, 783 N. Lee Stmot Sulfe 31Z Alexandria VA22314. Tamps. FL 33610 Job russ Truss Type Oty Ply 70'Callon EicyD T7006052 m11324 US MONOTRUSB 1 1 Job Reference o floral chambers uuss, ton Iveme, rL • •• •'- "" — - ID_kfiGCA6bx7j2Sy1HDXFw7ye3K%-rUWdfeNnbxozutLVuicgl dONIDIEPeWTIJvdMZOo05 -1-SO 3.11-0 7 15-0 3.11-0 3-1-2 2.83 12 BZF LOADING(psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 TOOL 7.0 Lumber DOL 1.25 BC 0.16 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 BCDL 5.0 Code F13C2010/TPI2007 (Matrix-M) LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 REACTIONS. (Ib/size) 3=176/Mechanical, 2=239/0-11-5, 4=46/Mechanlcal Max Horz2=109(LC 8) Max Up1ift3=-187(LC 8), 2=-206(LC 8) Max Grav3=181(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=-5551261 BOT CHORD 2-4=-336/596 Scale: 3/4-=1' DEFL. in Qoc) Wall L/d PLATES GRIP Vert(LL) 0.05 4-7 >999 360 MT20 2441190 Vert(TL) -0.09 4-7 >885 240 Horz(TL) 0.00 2 We n/a Weight: 231b FT=0% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid telling 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; VuIt=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsh h=1211; 8=45ft; L=5011; eave=6fh Cat. IB Exp C; Encl., GCpl=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DO11=1.60 2) This truss has been designed for a 10.0 pal 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 will fit between the bottom chord and any other members. ��S A. /�� 4) Refer to girder(s) for truss to truss connections. �� P 'q� 5) Provide mechanical connection (by others) of truss to bearing plate capable o1 withstanding 1671b uplift at Joint 3 and 206 lb uplift at point 2 ,``��p`' .\G E N S •, e,9A �� 6) °Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysts 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). 3938 - 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, 8=27)-to-3=-95(F=-20, 8=-20), 5=0(F=5, S=5)-to-4= 18(F= 4, 8=-4) ATE �G7 F �4 0 R l 1D P: ��% FL Cert. 6634 April 20,2015 Q WARN/ND-Vertlydesfen pammetem and READ NOTES ON TNISAND INCLUDED M/TEKREFERANCE PAOEMIF74" rev. (IMSy2416 BEFORE USE. Design valid for use onlywllh Mlrek conneclors. This design B based only upon lxaamoterssMwn, and Is for an lndiVldUal txdding component. 1kipp blllry of design paramalars and props, Incorporation ofcomponent Is responsblity ofbullding designer not tuns designer. BrocIIX1 shown Is for lateral support of indNWunl web members only. Addlllonal temporary txacing to Inure slabllily during construction is the responsi of the MiTek' emctor. ArldlBonalpannanenlbracltpollheovertilslnlcNrelslheresponsiMlllyaflhebu0<BnpdeNpner.FwgelreralgWtlmrcerepardhg fabicalion qutanry control. Manrpe.delivery, erection antl txoclnp. cons4l ANSIAPII Quality Criteria,DSO.89 and SCSI Building Component 004 Parke East Blvd. Barely Information avallabia from ➢m Rate Im11lule, 781 N. Lee Sheol, Sulle 312 Alexandra. VA 22314. Tampa, FL 33610 Job Ttuss I russ I ype Ory Ply 70'Carnce E.D noososa m11329 KJ] MONOTRUSS 2 i I Job Reference (optional) Chambers Truss, Fort Pierce, FL 7.620s Mar 272015 Mgek Industries, Inc. Mon Apr 2p 15:26:492015 Pagel ID-kfiGCA6bx712Sy1 HDXFw7ye3KXJh4?s OOMFgWpwhSO73ZgBZgdd Sbic zeBE6zOoO4 -1-5-0 6.8.12 9-10-1 1-5-0 6.8-12 3-15 Scale = 1:21.1 3x4 5 3x4 = 68-12 &1-5 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Ven(LL) -0.04 2-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.21 Ven(TL) -0.08 2-7 >999 240 BCLL 0.0 • Rep Stress Incr NO WE 0.20 Horz(TL) 0.01 5 n/a Na BCDL 5.0 Code FBC2010/rP12007 (Matrix) Weight: 38 to FT=0" LUMBER - TOP CHORD 2x4 SP M 30 SOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=104/Mechanical, 2=294/0-11-5, 5=310/Mechanlcal Max Horz2=192(LC 8) Max Uplift4=-130(1-C 8), 2= 280(LC 8), 5= 232(LC 8) Max Gmv4=1155(LC 13). 2=351(LC 2), 5=387(LC 13) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (I o) or less except when shown. TOP CHORD 2-3=-703/330 BOT CHORD 2-7=-4551700, 6-7=-455/700 WEBS 3-6=-807/524 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid telling 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; VUII=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Dpsh h=12ft; B=45ft; L=5011; eave=6ff; 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 nonconcunent with any other live loads. `` [J• 1 A. 3) • This muss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 fall by 2-0.0 wide will fit between the bottom chord and any other members. ,� x,(�p. 4)Refer to girder(s) for truss to truss connections. %% ' •••• 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1301b E uplift al Joint 4, 280lb uplift at joint 2 ,�� '�\ C) N and 232 to uplift at joint 5. 6)'Semi-rigid pitchbreaks Including heels' Member end fixity model was used in the analysis and design of this truss. O 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 1) Regular: Lumber increase=1.25, Plate Increase=1.25 , Uniform Loads (pit) ' ATE Vert: 1-8=-04••, Trapezoidal Loads (pit) �� •, ( 0 R 1 Q •`,•• ,� Ven:B=O(F=22,B=22)-to-4=-108(F=-32,B=32),2=-1(F=5,B=5)-to-6=-25(F=7,B=-7) �i-s.0; •••..••• \ �NAL��%%`� nnnuI0 T FL Cent. 6634 April 20,2015 O WARNING -Va11ly tloslgn Parameters antl flEAO NOTES ON ifl/S ANOINOLUOEO MfFEKflEFEflANCE PAGE MII-7473 ray.0Y162015aEFONE USE. ■■■ Design valid for we only wlih Mrek connectors. this design bbased only upon poromaters ahovm. and lsfor on 4itllNtluol bnitlirxl component. Applicability of tlesign p-aramelers and proper Incorporation of component Is responsibility of building dasbnar -nnt hrrss deslpner. Bracing #rrwn Is for lateral suppotl oilntlivltlual web members only. Addllbnnl temporarybmcing to lrovre slobkilytlurin0 consimcibnls iha responOh011ry of the MiTek' erector. AtlAltld pb nnermanent aring of the overall afmae chis ltxs res{wnsiblllly of Ilia bulldlnp designer. For generalgWdance refloNNg fabdcallon. qudlry control. sfomge, delivery, emdlon and baring, consttlt ANSIAPII Quality Criteria, D5B-89 and BC51 Bulltling Component 6904 Parke East Blvd. Safety Intonation wo0aba from (russ Role Ins1il01e. 761 N. Lee Street. Suite 312 Nexontldo, VA 22314. Tensile, FL 33610 o Truss Truss Type tY P y 70' Cetlon Elsv D TTa96054 m11324 KJA MONO TRUSS 2 1 J b Reference (optional) Chambers Truss, Fod Pierce, FL T.629s7ye3KX-Jh4?s_OQMaries, Inc. man Zg8a ra oF92015 E6z s 1 ID_kiiGCA6bz7125y1HD%Fw7ye3KX-Jh4?s_OOMFjgWpwhSO73ZgEaBtliG6emc_zeBE6zOo04 Scale = 1:13.9 3x4 = 6-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL In poc) Vdetl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) -0.02 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(fL) -OA5 4-7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 2 n/a Na BCDL 5.0 Code FBC2010/TPI2007 (Matrix-M) Weight: 20 lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. SOT CHORD 2x4 SP M 30 BOT CHORD Rigid celiing directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during buss erection, In accordance with Stabilizer Installation aulde REACTIONS. (lb/size) 3=129/Mechanical, 2=186/0-9-11, 4=34/Mechanical Max Harz 2=97(LC 8) Max Upllft3=-124(LC 8), 2=-159(LC S) Max Grav3=133(1-O 13), 2=186(LC 1), 4=69(LC 3) FORCES. (lb) - Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-342/134 BOTCHORD 2-4>199/364 NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2ps1; BCDL=3.Opsf; h=12ft; B=4511; L=501t; eave=6f1; Cat. II; 1 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.Opst on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 1 r 11 r fit between the bottom chord and any other members. ��\�A 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 124 Its uplift at Joint 3 and 1591b uplift at ��p�.`C E N . joint 2. 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). = IT : 393 E 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 (plf) Vert: 2=0(F=27, B=27)-to-3=-81(F= 14, B=-14), 5=0(F=5, B=5)-G-4=-15(F=-3, 6=3) t ATE "III /0NA`i , FL Cert. 6634 April 20,2015 A WARNING -Venlydestgo parameters antl READ NOTES ON MIS AND WCLUOEDMITEKHEFERANCE PAGE Wl-7473 rev. OVI&2016 BEFORE USE. R Design valid for use only WIN Wine connectors. This design is based only upon paametersshowry antl is for an hdlvidual brading component. ApWicablM of design paramelm and propn er hcorporolloof component is miponsiblllty-1 MAiduq designer -not truss designer. Bracing show q Is for lateral suppod otlydlvWuai web members only. AddnlurwltamporawbracingtolruurestabfllNduMgconshucibnlslherespan llryoftho erector, Additional permanent bracing of the overall structure Is the responsIblilly of the building designer. For Oeneral mAdanc , regarding MiTek' fabrication. quality control. storage, delivery, erection and bracng, consult ANSI/TPI I Quality Crlteda, DSB-89 and BCSI Building Component 6904 Parka East Stud. Safely Informallon avalobte from Truss pate lnsiilule. 781 N. We Street, Suite 312. Alexandrlo• VA 22314. Tamp, FL 33610 Job Tress Truss Type Diy Fly 70'CaaAon EWD T]096055 m11324 KJB MONO TRUSS 2 1 Job Reference (optional) Chambers Truss, Fo0 Pierce, FL BZC 7.620e Mar272015MITeklndusfries,Inc. Mon Apr2015:26:502015 Peter ID:_k/iGCA6bx7j2Sy1 HDXFw7ye3KX-nteO4KP27ZrhezVl07el62gm91?9t5OmDdOkmYzOoO3 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In (lot) I/defl Lid TOLL 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(TL) -0.02 4-7 >999 240 BCLL 0.0 ' Rep Stress ]nor NO WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 5.0 Code FBC2010/TPI2007 (Matrix-M) LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 REACTIONS. (lb/size) 3=88/Mechanical, 2=148/0.9-11, 4=24/Mechanical Max Harz 2=75(LC 8) Max Upllft3=-82(LC 8), 2=-139(LC 8) Max Grav3=88(LC 1), 2=148(LC 1), 4=53(LC 3) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. Scale: 1ti1' PLATES GRIP MT20 244/190 Weight: 17111 FT=O% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-9 oc puffins. BOT CHORD Rigld telling directly applied or 10-0-0 no 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.Opsp h=12f; B=45ft; L=50ft; eave=loft 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 20.0psf 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 girders) for truss to truss connections. t`511�11I/� 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 82 lb uplift at joint 3 and 139lb uplift at Joint "" 2. ,,� "Semi heels" fixity in the design this truss. • 6) -rigid pitchbreaks Including Member end model was used analysis and of ��,Q" • ()EN S •.9� 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (6).001 `�� V\ LOAD CASE(S) Standard 0 8 r 1) Dead+ Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2=-54 Trapezoidal Loads (pit) ATE Vert: 2=0(F=27, B-27)-to-3=-67(F_ 7, B= 7), 5=0(F=5, B=5)-to-4=12(F=-1, 6=-1) O. • . Al p p R FL Cert. 6634 April 20,2015 ,A WARNING - Verlfx Ceslge, parameters and READ NOTES ON THISAND INCLUDED MITEKREFERANCE PAGE MR-7473 rev. 0W6/2006 BEFORE USE. ■■■ Design valid for bear only with MBek connectors. TNs design is bosetl only upon panamoters shown. and is for an ktdlvdual bllding comDenenl. Apdicabillty of dosign paramolersan proper Incmporallon dcomponent Is responslblllty deriding designer -not Tmss designer. Bracing shown Is for supped of to Insure Adeignelr. doingconstruction is the uMllgty of the web f The all epondbblallly of WOW overbers erectorAral AAddllloonal permanent bracing ol struclonal ture is the the buildingConrail rural mg fabrication. quality control, storage, delivery, efeclion and bracing, consult ANSUIPI I Quality Criteria, DSB49 and SCSI Building Component 6904 Perko East Blvd. Safety Information available (roan Truss Rate Inslllule, 781 N. tee Street SuOe 312 Alexandra, VA 22314. TarR,e, FL 33610 Job Truss Truss Type pry Ply 70' Canon Elev D T]006056 m11324 MV2 VALLEY 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL ].629 a mar v rum Nurex maumnas. Inc. man npe e. I ID: kf,GCAGbx7j2SylHDXFw7ye3KX-F3CmHgPguszXI744aqAXeFDywQMgcXGvSH7Ht-zOoO2 4.00 12 30 5 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in pot) Well Ud TCLL 20.0 Plate Grip DOL L25 TC 0.03 Ve I(LL) n/a - n/a " 999 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Ved(fL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 We n1a BCDL 5.0 Code FBC2010/TP12007 (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 Uplift I= 20(LC 8). 2=-30(LC 8) Max Grav 1=36(LC 13). 2=32(LC 13), 3=17(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. Scale =1:6.1 PLATES GRIP MT20 244/190 Weight: 5lb FT=O% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc puffins. BOT CHORD Rigid telling 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 quids NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12f; B=45ft; L=50ft; eave=61h Cat. 11; Exp C; Encl., GCpl=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 fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) - This truss has been designed for a five 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. ,,, PISI. A 1l 5) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to graln formula. Building designershouid verity capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 20lb uplift at joint 1 and 30 lb uplift at joint �,�O �`C E N 2. 7) "Semi -rigid pitchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. t 93 31 Mx Z I AT`7 E U :: QJ <pR�OP��`� 111nmu�` FL Cert. 6634 April 20,2015 A WARNING. vedrydsslen paramotery and READ NOTES ON MIS AND INCLUDED MMEKREFERANCEPAGEMII-7473 rev. OWS42015 BEFORE USE. �s�� Design valid for m-glywlth MBek connectors. This design b based only upon parameters shown, antl is for onlndvldvJ bthoing component. A,opilcabulty ofdeslnn pararnelers antl proper lncomom8on ofcomponent is ms nslofilty ofbulltltrp designer- not truss designer. Bracing shown ■u Is for lateral support of Individual web members only. Addillorwl temporaryblOCing to Inwre slab�lly du ng conskuctlon Is fhe respondb illy of the erector. AdQllonal permanent bracing of the overall structure Is Me refecrdblllly of the build no designer. For general guidance regarding MiTek" fObrICOVOM quality control, storage, dollvery, erection crud bracing, consult ANSI/TPII Quallty Criteria, DS6.89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avaOabio from Truss Rate Insiilule. 781 N. Lee Street. Sulle 312. Alexandria. VA 22314, Tamps. FL 3361 D Job Time I fuss I ype all, Ply 70' Carkon Elev D 77006057 m11324 MV4. VALLEY 1 1 Job Reference (optional) chambers Truss, Fort Pierce, FL 3x4 i 7,6205Ma1272015m,iox Inausties,Inc. Men Apr2U1>26vl Zul] va9a1 ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-F3CmHgPguszX1744agAXeFDwOLOcXGvSH7Hl_zOoO2 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In (roc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TO 0.22 Vert(LL) n/a - Wa 999 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(TL) Wa - We 999 BOLL 0.0 Rep Stress met YES WB 0.00 HOrz(TL) 0.00 n/a We BCDL 5.0 Code FBC2010s TP12007 (Matrix) LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOTCHORD REACTIONS. (Ib/size) 1=95/4-0-0,3=95/4.0.0 Max Horz 1=56(LC 8) Max UpIIf1l=-54(LC 8), 3=-72(LC 8) Max Grav 1=97(LC 13), 3=102(LC 13) FORCES. Qb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. 3x4 II scale = 1:9.5 PLATES GRIP MT20 2441190 Weight: 12lb FT=0% Structural wood sheathing directly applied or 4-0-0 oo puffins, except end verticals. Rigid ceiling directly applied or 10-0-0 or. 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; BCOL=3.Opst; h=12ft; 8=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord beading. 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) • 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 will fit between the bottom chord and any other members. 41.16% 5) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 54 Ib uplift at Joint 1 and 72 Ib uplift at Joint ,�� P•S A. 3. ♦ \. 6) Semi-rigld pitchbreaks including heels" Member end fixity model was used In the analysis and design of this truss. '♦♦�.. •N, G E N * 3931 ,TE NAL 111111►�� T FL Cert. 6634 April 20,2015 AWARNING-Verl/ydeslgnparametersandREADNOTESONTHISANOINCLUOEOMREKREFERANCEPAGEMII-7473minO71672016EEFOREUSE. '��■■q■■ Design volid for use only with MBek connectors. IItls design is based only upon parameters shown, and is for an Individual building component. Applicability of design parameters and proper Incorporation of component Is responsibility, of hillding designer- not firs designer. Bracing shown it�Y3I ��+��rriiiiiiii■■ Is for lateral supfwd of IndivIdual web membeisonly. Addlftond temporary bracing fo Insure slotAlly duMg conshualmr Is the wsponsimility of the MiTek' erector. Additional permanent bracing of the overall fracture is the nnPonsiblllly of the bulldn,I doelgner. For general guidance regarding (abdication, qudity conhol, storage, delivery, erection and txachg, consult ANSI/TPI I Quality Casing, DSB-89 and BCSI Building Component 6904 Parka East Blvd. Safely Information avolable from Truss Plate ImIllulo. 781 N. We Street. Suite 312. Alexandra, VA 22314. Tanga, FL 33610 Symbols PLATE LOCATION AND ORIENTATION 3/4 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. 1/1dr T i For 4 x 2 orientation, locate plates 0-'n6' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. • Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or 1 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/TPII : National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. SCSI: 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 incaireenths scale) It---�I (Drawings Hotta scale) 0 Of O 2 U a_ O JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS [CC -ES Reports: ESR-1311,ESR-1352,ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I 0 bracing should be considered. of O 3. Never exceed the design loading shown and never = stock materials on inadequately braced trusses. U a_ 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 fightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane atloint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSUTPI 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 treoted or green lumber. 10. Camber is a nonstructural consideration and it the responsibility of truss fabricator. General practice B to camber for dead load deflection. 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 purLns provided at spacing Inacoted on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior © 2012 MiTekO All Rights Reserved I approval of an engineer. MITek Engineering Reference Sheet: MII-7473 rev. 02/16/2015 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 potions of this design (front, back words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. TA 1S' Z / _ MIN. SETBACK REQ. FRONT SIDES CNR'SIDES, -L(Z REAR ZNG. X TECH.J FORM'405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: WYNNE CARLTO 7 III Street: ce SmC;J City, State, Zip: PORT ST. LUCIE , FL , 34983 \ Owner. Design Location: FL, Fort Pierce Builder Name: WYNNE Permit Office: Permit Number: Jurisdiction: 1. New construction or existing New (From Plans) 9. Wall Types (1788.5 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block- Int Insul, Exterior R=5.0 1788.50 ft' b. N/A R= ft' 3. Number of units, d multiple family 1 c. N/A R= ft 4. Number of Bedrooms 3 d. N/A R= ft' 5. Is this a worst case? No 10. Ceiling Types (1720.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1720.00 ft' 6. Conditioned floor area above grade (ft2) 1720 b. N/A R= ft' Conditioned floor area below grade (ft0 0 c• WA R= ft' 11. Ducts R ft' 7. Windows(118.5 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Attic 6 176 a. U-Factor: Sgl, U=1.30 118.50 ft' SHGC: SHGC=0.50 b. U-Factor. N/A ft' 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 41.5 SEER:15.00 c. U-Factor. N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft' a. Electric Heat Pump 41.5 HSPF:8.70 SHGC: Area Weighted Average Overhang Depth: 0.624 ft. Area Weighted Average SHGC: 0.500 14. Hot water systems a. Electric Cap: 40 gallons 8. Floor Types (1720.1 sqft.) Insulation Area EF: 0.900 a. Slab -On -Grade Edge Insulation R=0.0 1720.10 ft' b. Conservation features b. NIA R= ft' None c. N/A R= ft' r dit '^ 'i• None Glass/Floor Area: 0.069 Total Proposed Modified 30 A �� A Total Standard Reference. a : __.. 33 I hereby certify that the plans and specifications covered by Review of the plans and this calculation are in c grpliance with the Florida Energy specifications covered by this Code. calculation indicates compliance with the Florida Energy Code. PREPAR G Before construction is completed DATE: this building will be inspected for compliance with Section 553.908 1 hereby certify that this buWad is in compliance Florida Statutes. with the Florida EneraVEo OWNER/ �FBUILDING OFFICIAL: DATE: - Compliance requires certification by the air handler unit manufacturer that the air It 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 5 PROJECT Title: Building Type: Owner: # of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: WYNNE CARLTON 70111 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, State, Zip: Street Address St. Lucie PORT ST. LUCIE , FL, 34983 CLIMATE Design Location IECC Design Temp TMY Site Zone 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Fort Pierce FL_ST_LUCIE_CO_INTL 2 39 90 70 75 722 62 Low BLOCKS Number Name Area Volume 1 Blockl 1720 13760 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 Main 1720 13760 Yes 2 3 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 179 It 0 1720.06 ft — 0 0 1 ROOF / V # 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 ftMedium 0.5 N 0.9 No 0 18.4 ATTIC / V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1720 ft' N N CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 1720 ft' 0.1 Wood CI_,non c...J:..e Anc A 1 rnrn H-6 en(Aua.0 or._.. 1 ss c WALLS Adjacent Cavity Width SpaceArpnRALqhip Height Sheathing Framing Solar Below _ 1 N Exterior Concrete Block - Int Insul Main 5 69 6 8 6 590.75 ft' 0 0 0.8 0 2 N Exterior Concrete Block - Int Insul Main 5 2 6 8 0 20 ft' 0 0 0.8 0 _ 3 E Exterior Concrete Block - Int Insul Main 5 19 6 8 0 156 ft' 0 0 0.8 0 _ 4 S Exterior Concrete Block - Int Insul Main 5 56 1 8 0 448.6666 0 0 0.8 0 5 W Exterior Concrete Block - Int Insul Main 5 38 3 8 6 325.125 It 0 0 0.8 0 6 S Exterior Concrete Block - Int Insul Main 5 31 0 8 0 248 ft' 0 0 0.8 0 DOORS # 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 ft' 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 ft' 0 ft 6 in 0 ft 0 in None None 2 E 3 Metal Single (Tinted) Yes 1.3 0.5 20 ft' 1 It 0 in 0 It 6 in None None 3 S 4 Metal Single (Tinted) Yes 1.3 0.5 12 ft' 1 It 0 in 0 ft 6 in None None 4 W 5 Metal Single (Tinted) Yes 1.3 0.5 30 ft' 1 It 0 in 0 ft 6 in None None 5 W 5 Metal Single (Tinted) Yes 1.3 0.5 32.5 ft' 0 ft 0 in 0 It 0 in None None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 382.8 ft' 382.8 ft' 64 It 8 ft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess 0.000500 2255.7 123.84 232.89 0.3650 9.8363 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF: 8.7 41.5 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 cfm 0.8 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.9 40 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cart # Company Name System Model # Collector Model # Area Volume FEF None None ft. DUCTS / -- Supply -- -- Return --- Air Percent HVAC # V # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF Heat Cool 1 Attic 6 176 ft' Attic 130 ft' Default Leakage Attic (Default) (Default) % 1 1 TEMPERATURES Programablee Ceiling Fans: ]ThermostaJan[[t:]]N Heating [X] Jan [X1 Feb [[ [X� Mar Apr [X) Ely Jun [ ] Jul May [X] [ ] Aug [X [ � Sep [ L-1 ] (rX,� N ov Dec H Venting ( ]Jan [[ ]) Feb [[)�(11 Mar LxJ Jun [) Jul ( ) Aug ( Sep lxl Occtt Nov 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 80 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 80 78 78 78 78 78 78 78 78 Heating (WD) AM 65 65 65 65 65 65 65 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 Heating (WEH) AM 65 65 65 65 65 65 65 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 n 1.1n ncf c..em.,nm more I ICA - P.P-9nln AeMinn AnF A 1 rn,Mionf Cnewero Q.— A of A FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: PERMIT #: PORT ST. LUCIE, FL, 34983 MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC -rated as meeting ASTM E 283. Windows and doors = 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors & outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat & 403.1 At least one thermostat shall be provided for each separate heating and controls cooling system. Where forced -air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric) or shutoff (gas). Circulating system pipes insulated to = R-2 + accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower (HP) of = 1 & Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor -retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site -recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters minimum COP= 4.0. Cooling/heating 403.6 Sizing calculation performed & attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat >10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. n A.— nRA I ICA - CI aDd Iil4n Q-r ;n enq e 1 r—li—i Cnf6umn o...._ c s c 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 (ft2) 7. Windows" Description a. U-Factor: Sgl, U=1.30 SHGC: SHGC=0.50 b. U-Factor: N/A SHGC: c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: New (From Plans) 9. Wall Types Insulation Area Single-family a. Concrete Block- Int Insul, Exterior R=5.0 1788.50 ft2 b. N/A R= ft' 1 c. N/A R= ft2 3 d. N/A R= ft2 No 10. Ceiling Types Insulation Area a. Under Attic (Vented) R=30.0 1720.00 ft2 1720 b. N/A R= ft' Area c. N/A R= ft2 118.50 ft2 11. Ducts R ft2 a. Sup: Attic, Ret: Attic, AH: Attic 6 176 ft2 12. Cooling systems kBtu/hr Efficiency ft2 a. Central Unit 41.5 SEER:15.00 ft2 13. Heating systems kBtu/hr Efficiency 0.624 ft. a. Electric Heat Pump 41.5 HSPF:8.70 0.500 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R=0.0 1720.10 ft2 b. NIA R= ft2 c. N/A R= ft' 14. Hot water systems a. Electric Cap: 40 gallons EF: 0.9 b. Conservation features None 15. Credits None I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy savin p4eatures which will be installed (or exceeded) in this home before final inspection OtheryAse, a new EPL Display Card will be completed based on installed Code compli u s. Builder Signature: Date: �{, Address of New Home: ` '� City/FL Zip:^��Qj� r *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 ro ect Summary Job. P f�F wrightsoft" � � Date: DULY 25, 2012 Entire House By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 BE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com Project• • For: CARLTON 70111 BEDROOM, WYNNE BUILDING CORP. PORT ST. LUCIE, F 34983 Notes: Desi_qn Information Weather: Fort Pierce, FL, US Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TD 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 Method Simplified Construction quality Average Fireplaces 0 Heating 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 111":61,9 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. Wrl htSOft' 2012-Aug-02 20:age I ,^ 9 Right-Suile® Universal 2012 12.0.04 RSU05664 Page 1 �� EAWrightsoft HVAC\Wynne Corp1WYNNE CARLTON 70 III.rup Calc = MJ8 Front Door faces: W Load Short Form Job: wrightsoft" Date: JULY 25, 2012 Entire House By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax 772-785-9144 Web: comfonconlrolofslc.com Project• • For: CARLTON 70 III BEDROOM, WYNNE BUILDING CORP. PORT ST. LUCIE, FL 34983 Design• • Htg Cig Infiltration Outside db (°F) 42 90 Method Simplified Inside db (°F) 70 75 Construction quality Average Design TD (°F) 28 15 Fireplaces 0 Daily range - L Inside humidity (%) 30 50 Moisture difference (grilb) 1 61 HEATING EQUIPMENT COOLING EQUIPMENT Make Carrier Make Carrier Trade COMFORT 15 PURON HP Trade COMFORT 15 PURON HP Model 25HCB536A30 Cond 25HCB536A30 AHRI ref no3032420 Coil FX4DN(B,F)037 AHRI ref no3032420 Efficiency 8.5 HSPF Efficiency 12.7 EER, 15 SEER Heating input Sensible cooling 24780 Btuh Heating output 36000 Btuh @ 47°F Latent cooling 10620 Btuh Temperature rise 28 OF Total cooling 35400 Btuh Actual air flow 1180 cfm Actual air flow 1180 cfm Air flow factor 0.054 cfm/Btuh Air flow factor 0.049 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.81 ROOM NAME Area (ft2) Htg load (Btuh) Cig load (Btuh) Htg AVF (cfm) Clg AVF (Cfm) FOYER 102 1321 904 72 45 LAUNDRY 53 982 1942 53 96 KITCHEN 144 364 3185 20 158 MS BATH 56 924 500 50 25 MS CLOSET 63 74 202 4 10 MS BDRM 305 5443 6287 296 311 HALL 23 27 72 1 4 BATH 45 503 294 27 15 BDRM 2 194 4604 3130 250 155 CLOSET 23 277 148 15 7 BDRM 3 189 1828 1439 99 71 coon =7A4 001 OoA Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoft' 2012-Aug-0220:38:19 .� 9 Right -Suite® Universal 201212.0.04 RSU05864 Page 1 /i a EAWrightsofl HVAC\Wynne Corp\WYNNE CARL70N 70 Ill.rup Cale = MJ8 Front Door feces: W Entire House d 1720 21733 23845 1180 1180 Other equip loads 1143 612 Equip. @ 0.95 RSM 23235 Latent cooling 5556 n -snn nnola no7on Ilan Ilan Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. �—:I}}' Wf•1 IlL50fY" 2012-Aug-02 20:38:19 i ' r 9 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 2 /tCCA EAWrightsoft HVAC\Wynne Corp\WYNNE CARLTON 70 Ill.rup Calc = MJ8 Front Door faces: W I wrightsoft' Rig ht-JO Works heet 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 Room name Exposed wall Room height Room dimensions Entire House 179.0 If 8.6 It d FOYER 6.0 It 8.0 ft heat/cool 6.0 x 17.0 ft 5 Room area 1720.0 112 102.0 W Ty Construction number U-value (Btulvft-'F) Or HTM (Btuldit2) Area (ft� or perimeter (ft) Load (Btuh) Area (115 or perimeter (ft) Load (Btuh) Heat Cool Gross N/P/S Heal Cool Gross N/P/S Heat Cool 6 lRJ �G W V� 12C-Osw 1Dc2om 13A-Sacs 12C-Osw 0.091 0.870 0.125 0.091 n n n a 2.55 24.36 3.50 2.55 2.18 27.10 2.22 Z18 591 12 20 156 579 0 20 115 1474 292 70 293 1264 325 44 251 0 0 0 48 0 0 0 27 0 0 0 69 0 0 0 69 11 �G tAilab 1.080 a 30.24 48.10 20 1 605 962 0 0 0 0 LD 11J0 0.600 a 16.80 17.40 21 21 353 385 21 21 353 365 12C-Osw 0.091 5 2.55 2.18 449 443 1128 967 0 0 0 0 t-C 1A-r1om 1.270 s 35.56 26.39 6 6 213 155 0 0 0 0 12C-Osw 0.091 w 2.55 2.18 325 262 668 573 0 0 0 0 IW 1D-c2av 4AS-2omd 12B-Obw 0.570 0.770 0.097 w w - 15.96 21.56 2.72 59.58 47.10 0.85 30 33 248 2 0 232 479 701 629 1788 1531 198 0 0 124 0 0 124 0 0 337 0 0 106 I--v I-G P LD 11D0 0.390 n 10.92 11.31 16 16 177 184 0 0 0 0 C 16A-30mi 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 2896 816 90 25 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 Appliances/other 2 460 3600 0 0 0 Subtotal (lines 6 to 13) 1 17435 18569 1 1138 769 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 17435 18569 1138 769 15 Duct loads 25% 28% 4298 5276 16% 18% 183 135 Total room load 21733 23845 1321 904 Air required (cfm) 1180 1180 72 45 Calculations approved bV ACCA to meet all requirements of Manual J 8th Ed. wrigitltsoft' Right -Suite® Universal 2012 12.0.04 RSU0SS64 2012-Aug-02 20Paage I i1CGA EAWrightsoft HVAC1Wynne Corp1WYNNE CARLTON 70 lll.rup Calc =MJS Front Door faces: W r}J wrightsof' Rig ht-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 LAUNDRY 7.5 it 8.0 it heat/cool 7.0 x 7.5 it 52.5 ft2 KITCHEN 0 ft 8.0 ft heat/cool 1.0 x 144.0 it 144.0 fN Ty Construction number U-value (BtuNft2-`F) Or HTM (Btulvft� Area (ft2) or perimeter (ft) Load (Bluh) Area (ft2) or perimeter (it) two (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 1qJ �C W 12C-0sw 1D-c2om 13A-5ccs 12C-Osw to-rlob 11J0 12C-Osw 1A-rlom 12C-Osw 1Dc2ow 4A5-2omd 12B-Obw 0.091 0.870 0.125 0.091 1.080 0.600 0.091 1.270 0.091 0.570 0.770 0.097 n n n a a a a s w w w - 2.55 24.36 3.50 2.55 30.24 16,80 2.65 35.56 2.55 15.96 21.56 2.72 2.18 27.10 2.22 2.18 48.10 17.40 2.18 26.39 2.18 59.58 47.10 0.85 0 0 0 0 0 0 60 0 0 0 0 56 0 0 0 0 0 0 60 0 0 0 0 40 0 0 0 0 0 0 153 0 0 0 0 108 0 0 0 0 0 0 131 0 0 0 0 34 0 0 0 0 0 0 0 0 0 0 0 68 0 0 0 0 0 0 0 0 0 0 0 68 0 0 0 0 0 0 0 0 0 0 0 185 0 0 0 0 0 0 0 0 0 0 0 58 U,V --C W P L-D 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 53 53 47 122 144 144 129 334 F 22A-tpm 1.180 - 33.04 0.00 53 8 248 0 144 0 0 0 6 c)AED excursion -51 -84 Envelope loss/gain 733 419 314 308 12 a) Infiltration b) Room ventilation 113 0 32 0 0 0 0 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 1200 0 0 2400 Subtotal (lines 6 to 13) 846 1651 314 2708 14 15 Less external load Less transfer Redistnbuti0n Subtotal Duct loads 16% 18% 0 0 0 846 136 0 0 0 1651 291 16% 18% 0 0 0J27 350 50Ttal 08 roomload required (cfm) 982 53 1942 96 364Air 20 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoft' 2012-Aug-0220:38:19 9 Right-Suile® Universal 2012 12.0.04 RSU05864 Page 2 ACCA E:1Wrightsoft HVAC1Wynne Corp1WYNNE CARLTON 70 lll.rup Cale = MJ8 Front Door faces: W wrlghtsoft• 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: comfoncontmlofslc.cam Job: Date: JULY 25, 2012 By: PATRICIA ZIMMERMAN 1 Room name MS BATH MS CLOSET 2 Exposed wall 8.0 it 0 It 3 Rc xn height 8.0 It heat/cool 8.0 It heat/ccol 4 Room dimensions 7.0 x 8.0 fl 7.0 x 9.0 it 5 Room area 56.0 fN 63.0 fN Ty Construction U-value Or HTM Area (ft' Load Area (ft� Load number (Btuh/ft? °F) (Btuh/ftj or perimeter (11) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 l5J 12C-0sw 0,091 n 2.55 2.18 0 0 0 0 0 0 0 0 Lei 1Dc2om 0.870 n 24.36 27.10 0 0 0 0 0 0 0 0 W 13A-5ccs 0.125 n 3.50 2.22 0 0 0 0 0 0 0 0 12C-0sw 0.091 a 2.55 2.18 0 0 0 0 0 0 0 0 1 1 1A.rlcb 1.080 a 30.24 48.10 0 0 0 0 0 0 0 0 �D 11,10 0.600 a 16.80 17.40 0 0 0 0 0 0 0 0 UJ 12C-0sw 0,091 s 2.55 2.18 64 58 148 127 0 0 0 0 `G 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 10c2ow 0.570 w 15.96 59.58 0 0 0 0 0 0 0 0 I---G 4A5-2omd 0.770 w 21.56 47.10 0 0 0 0 0 0 0 0 q 1213-Obw 0.097 - 2.72 0.85 0 0 0 0 0 0 0 0 L-D 1100 0.390 n 10.92 11.31 0 0 0 0 0 0 0 0 C 16A-30ml (1032 - 0.90 2.32 56 56 50 130 63 63 56 146 F 22A-tpm 1.180 - 33.04 0.00 56 8 264 0 63 0 0 0 6 c)AED excursion -13 -0 Envelope loss/gain 676 401 56 142 12 a) Infiltration 120 34 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 795 435 56 142 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 796 435 56 142 15 Duct loads 16% 159/6 128 65 32% 42% 18 60 Total room load 924 500 74 202 Air required (cfm) 50 25 4 10 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. hISoR' 2012-Aug-0220:38:19 Wri 9 Right -Suite® Universal 2012 12.0,04 RSU05864 Page 3 A E:1Wrighlsoft HVAC%Wynne Corp1WYNNE CARLTON 70111.rup Cato = MJ8 Front Door faces: W wrightsoft' Right-JO Worksheet Entire House COMFORT CONTROL OF SLC, INC. sm cc Rn TMnRF 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 1 Room name MS BDRM HALL 2 Exposed wall 49.0 ft 0 ft 3 Room height 8.5 ft heat/ccol 8.0 ft heat/cool 4 Room dimensions 1.0 x 304.5 ft 4.5 x 5.0 ft 5 Room area 304.5 fP 22.5 ft' Ty Construction U-valu Or HTM Area (ft� Load Area (ftj Load number (BtuNf?%) (Btuh/ff� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross I NIP/S Heat Cool Gross N/P/S Heal Cool 6 W, 12C-Osw 0.091 n 2.55 2A8 81 81 206 176 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 lq! 12C-Osw 0.091 a 2.55 0 0 0 0 0 0 0 0 11 It----GD 1A-r1ob 1.080 a 30.24 8.10 48.10 0 0 0 0 0 0 0 0 11J0 0.600 a 16.80 17.40 0 0 0 0 0 0 0 0 W� 12C-Osw 0.091 s 2.55 2.18 217 217 552 473 0 0 0 0 IA-rlom 1.270 s 35.56 26.39 0 0 0 0 0 0 0 0 W VC-0sw 0.091 w 2.55 2.18 119 89 227 194 0 0 0 0 1Dc2ow 0.570 w 15.96 59.58 30 2 479 1788 0 0 0 0 lit 4A5-2omd 0.770 w 21.56 47.10 0 0 0 0 0 0 0 0 P 128-Obw 0.097 - 2.72 0.85 0 0 0 0 0 0 0 0 L--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.tpm 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 783 221 0 0 0 0 b) Room ventilation 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 0 Appliances/other 0 Subtotal (lines 6 to 13) 4138 4414 20 51 0 0 0 0 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 4138 4414 20 51 14 Subtotal 32% 42% 1305 1874 32% 42% 6 21 15 Duct loads Total room load 5443 6287 27 1 72 4 Air required (cfm) 296 311 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. FrtSoft Wril' RI g 2012-Aug-0220:38:19 g Right-Sufle® Universal 2012 12.0.04 RSU05864 Page 4 ACC711" E:\Wrightsofl HVAC\Wynne Corp\WYNNE CARLTON 70 Ill,rup Calc=MJS Front Doorfaces: 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 5 Room name Exposed wall Room height Room dimensions Room area BATH 5.0 It 8.0 if heat/cool 9.0 x 5.0 ft 45.0 W BDRM 2 40.5 It 8.0 ft heat/ccol 1.0 x 193.5 ft 193.5 W Ty Construction number U-value (Bluh/tR°F) Or HTM (Btuh/ftl Area On or perimeter (ft) Load (Btuh) Area (fly or perimeter (ft) Load (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 LW, C W 12C-Osw 1D-c2om 13A-5ocs 0.091 0.870 0.125 n n n 2.55 24.36 3.50 2.18 27.10 2.22 40 0 0 40 0 0 102 0 0 87 0 0 108 0 0 108 0 0 275 0 0 236 0 0 11 12C-Osw lA-r1ob 11J0 12C.Osw 1A-r1om 12C-Osw O. 091 1.080 0.600 0,091 1.270 0.091 a a a s s w 2.55 30.24 16.80 2.55 35.56 2.55 2.18 48.10 17.40 2.18 26.39 2.18 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 108 20 0 108 0 0 88 1 0 108 0 0 224 605 0 275 0 0 192 962 0 236 0 0 D t-G W 1Dc2ov 4A5.2omd 12B.Obw 11D0 0.570 0.770 0.097 0.390 w w - n 16.96 21.56 2.72 10.92 59.58 47.10 0.85 11.31 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 f---�.� I-G P LD C 16A.30ml 0.032 - 0.90 2.32 45 45 40 104 194 194 173 449 F 22A-lpm 1.180 - 33.04 0.00 45 5 165 0 194 41 1338 0 6 c)AED excursion -6 -49 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 Redistnbution Subtotal Duct loads 32% 42% 0 0 0 383 121 0 0 0 207 88 32% 42% 0 0 0 1104 1104 0 0 0 197 933 2933 Total room load Air required (ofm) 503 27 294 15 4604 250 3130 155 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. TP� wrightsoft' 2012-Aug-02 20:ge 5 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 5 AC�A E:\Wrightsoft HVAC\Wynne Corp\WYNNE CARLTON 70 Ill.mp 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: comfoncontrolofslc.com Job: Date: JULY 25, 2012 By: PATRICIA ZIMMERMAN 1 2 3 Room name Exposed wall Room height CLOSET 2.6 It 8.0 It heat/cool DORM 3 14.0 ft 8.0 It heat/cool 4 Room dimensions 9.0 x 2.5 If 13.5 x 14.0 it 5 Room area 22.5 W 189.0 f12 Ty Construction number U-value (Btuh/11MF) Or HTM (Bluh/fl2) Area (ft2) or perimeter (11) Load (Btuh) Area (ft� or perimeter (f) Load (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 1pJ L-C 12C-Osw 1D-c2om 0.091 0.870 n n 2.55 24.36 2.18 27.10 0 0 0 0 0 0 0 0 112 12 100 0 255 292 218 325 11 W 'L12C-Osw -G D 13A.5ocs 1A-r1ob 11J0 12C-Osw 1A-r1om 12C-Osw 4A5-2omd 126-Obw 0.125 0.091 1.080 0.600 0.091 1.270 0.091 0.570 0.770 0,097 n a a a s s w w w - 3.50 2.55 30.24 16.80 2.55 35.56 2.55 15.96 21.56 2.72 2.22 2.18 48.10 17.40 2.18 26.39 2.18 59.58 47.10 0.85 20 0 0 0 0 0 0 0 0 0 20 0 0 0 0 0 0 0 0 0 70 0 0 0 0 0 0 0 0 0 44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 l5V Lei W L- 110o2ow PL-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 23 23 20 52 189 189 169 438 F 22A-tpm 1.180 - 33.04 0.00 23 3 83 0 189 14 463 0 6 c)AED excursion .3 -31 Envelope loss/gain 173 93 1179 951 12 a) Infiltration b) Room ventilation 38 0 11 0 211 0 59 0 13 Internal gains: Occupants @ 230 Appliances/other 0 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) 277 15 148 7 1828 98 1439 71 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2012-Aug-02 2 wrlghts ' Right -Suite® Universal 2012 12.0.04 RSU05864 Page ft6 ACGA E:\Wrightsoft HVAC\Wynne Corp\WYNNE CARLTON 70111.rup Cato = 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: cumfortcontrolofslc.com Job: Date: JULY 25, 2012 By: PATRICIA ZIMMERMAN 1 2 3 4 Room name Exposed wall Room height Room dimensions LIVING RM 46.5 R 9.8 ft heat/cool 1.0 x 525.5 ft 5 Room area 525.5 ft' Ty Construction U-value Or HTM Area (fly Load Area Load number (Btuh/ft'-°F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/PIS Heat Cool Gross N/P/S Heat Cool 6 VIl �C 12C-Osw 1D-c2om 13A-5ocs 0.091 0.870 0.126 n n n 2.55 24.36 3.50 2.18 27.10 2.22 250 0 0 250 0 0 637 0 0 546 0 0 W W 12C-Osw 0.091 a 2.55 2.18 0 0 0 0 11 IL�,D to-rlob 11,10 12C-Osw 1A-r1om 12C-Osw D-c2ow 1.080 0.600 0.091 1.270 0.091 0.570 a a s s w w 30.24 16.80 2.55 35.66 2.55 15.96 48.10 17.40 2.18 26.39 2.18 59.58 0 0 0 0 206 0 0 0 0 0 173 0 0 0 0 0 442 0 0 0 0 0 378 0 VIJ T-G W Ej1 4A5-2omd 12B-Obw 1100 0.770 0.097 0.390 w - n 21.56 2.72 10.92 47.10 0.85 11.31 33 0 0 0 0 0 701 0 0 1531 0 0 P I-D C 16A-30ml 0.032 - 0.90 2.32 526 526 471 1219 F 22A-pm 1.180 - 33.04 0.00 526 47 1536 0 6 c) AED excursion 506 Envelope loss/gain 3786 4160 12 a) Infiltration b) Room ventilation 857 0 242 0 13 Internal gains: Occupants Qo 230 Appliances/other 2 460 0 Subtotal (lines 6 to 13) 4643 4882 14 15 Less external load Less transfer Redistribution Subtotal Duct loos 16% 18% 0 0 0 4643 745 0 0 0 4882 859 Total room load Air required (cfm) 5388 293 5741 284 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. i htsoft' g 2012-Aug-0220:38:19 wr 9 Ri ht-Suite® Universal 2012 12.0.04 RSU05864 Page 7 ACC EAWrighlsoft HVAC1Wynne Corp1WYNNE CARLTON 70111.rup Colo = MJB Front Door faces: W I COMPLETED ON:I 1 1 10-13-15 1 1 1 DESCRIPTION: BEING ALL OF 6508 ALEMANDRA STREET, OF THE UNRECORDED PLAT OF FAIRWAYS OF ST. LUCIE COUNTY, FLORIDA. ABBREVIATIONS: FFE = FINISHED FLOOR ELEVATION R/W = RIGHT-OF-WAY R = RADIUS OF CURVE L = LENGTH OF CURVE SF = SQUARE FOOT A = DELTA OF CURVE 1 "=30' 10-13-1 DRAWN: CJM JOB NO.: 15-2183 I` W W a� of N �Q Ct a Z N Q 2 IJJ J Q 30 0 15 30 SURVEYORS NOTES: 1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE SHOWN HEREON. 2. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE LOCATED UNLESS OTHERWISE SHOWN. 3. THIS SITE LIES WITHIN FLOOD ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111CO065 J, EFFECTIVE DATE 2-16-12. 4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. 5. BEARINGS SHOWN HEREON ARE REFERANCED TO THE CENTERLINE OF ALEMANDRA STREET HAVING AN ASSUMED BEARING OF NORTH, ACCORDING TO THE UNRECORDED PLAT OF FAIRWAYS, OF ST. LUCIE COUNY, FLORIDA 6. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LISCENSED SURVEYOR AND MAPPER. 7. THIS IS A SPECIFIC PURPOSE SURVEY FOR THE PURPOSE OF LOCATION AND ELEVATION OF FORMBOARDS. BOUNDARY LINES SHOWN HEREON ARE FOR GRAPHICAL PURPOSES ONLY. ALEXANDER A PIAZZA PSL% INC. Surveying " Mapping " Consulting 619 SW Blltmore Street *LW2110 Port St. Lucie, Florida 34983 Phone: (772) 340-7770 Fax: (772) 340-2250 PERMIT #: /,s0 (' - p S-<�0 EXISTING AVERAGE TOP w OF FORMS f0.07 of ELEVATION=27.20 can 2.05' ABOVE EDGE o m og OF PAVEMENT a F m 8N 6 N EXISTING St. Lucie co: t=L DOi\?_I!liE CORPORATION r rorru��„, K:\BUILDERS\DWG2015\15-2183.dwg, 10/13/2015 1:24.17 PM ALEXAND9 J. PIAZ7X Professional Surveyor do Mapper Florida certificate No.: 6330