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HomeMy WebLinkAboutSUBMITTED PAPERSr A ALL APPLI BLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: '�S Permit Number: -_.. - ,. - q SCANNED RECEIVE Htcl1 �''�V Sr. Luc" c Building Permit Appfica't7b'h JUN 3 0 20i5 Planning and Development Services Building and Code Regulation Division 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential X PERMIT APPLICATION FOR: Building PROPOSED IMPROVEMENT LOCATION: Address: 32 SAN ROBERTO Legal Description: EAST 1/2 OF SECTION 1, TOWNSHIP 34s, RANGE 39e PropertyTax ID #: 1301-111-0001-000-5 Site Plan Name: COUNTRY CLUB VILLAGE Project Name:. 2 Setbacks FrontBack: "JSt Right Side: �� 1 Left Side: \S1 DETAILED DESCRIPTION OF WORK: Lot No. 32 Block No. MOBILE HOME REPLACEMENT: SINGLE FAMILY RESIDENCE - 3 BEDROOM / 2 BATH / GARAGE CONSTRUCTION INFORMATION: III JUU1LIUF1d1 WUPK LU UU Ir 1HVAC Z✓ Electric CI IUIIIICU UIIUCI UIID Gas Tank ❑Gas [:]Sprinklers PCIIIIIL—UICLK d11 apply: Piping _Shutters Z Windows/Doors Generator F./-]Roof ✓❑_Plumbing Total Sq. Ft of Construction: 2,275 Cost of Construction: $ 58,000 S Ft. of First Floor: 2,275 Utilities:llSewer[]Septic Building Height: OWNER/LESSEE: CONTRACTOR: Name WYNNE BUILDING CORPORATION Name: MATTHEW LYLE WYNNE Address: 8000 SOUTH US HWY. 1 SUITE 402 Company: WYNNE DEVELOPMENT CORPORATION City: PORT ST. LUCIE State: FL Zip Code: 34952 Fax: (772) 878-7656 Phone No. (772) 878-5513 Address: 8000 SOUTH US HWY. 1 SUITE 402 City: PORT ST. LUCIE Stater FL Zip Code: 34952 Fax: (772) 878-7656 Phone No. (772) 878-5513 E-Mail: Fill in fee simple Title Holder on next page ( if different from the Owner listed above) E-Mail: State or County License: 8898 If value of construction is $2500 or more, a RECORDED Notice of Commencement is required. /CC vAcuG '� ar4j 279 SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION: DESIGNER/ENGINEER: _ Not Applicable Name: BRADENSBRADEN MORTGAGE COMPANY: X Not Applicable Name: Add Tess: 417 COCONUT AVE. Address: City: STUART State: FL Zip: 94996 Phone:y721287-825e City: State: Zip: Phone: FEE SIMPLE TITLE HOLDER: X Not Applicable Name: BONDING COMPANY: _Not Applicable Name: Address: Address: City: City: Zip: Phone: Zip: Phone: I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or and 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 igna u eof'Hog a d-r/License Hold3`T'1�i STATE OF FLORIDA STATE OF FLORIDA COUNTY OF cd- T.=i P COUNTY OF St. Lucie The forgoing instrument was acknowledged before me this 2Q day of .71,na . 20 # by 15 Notary Public -State of The forgoing instrument was acknowledged before me this 29 day of .Tune . 20_A* by 15 (Name of person acknow edging ) na ure of Notary Public- State o Ada ) Personally Known x OR Produced Identification Personally Known x OR Produced Identification Type of Identification Produced Type of Identification Produced Commission No. My Revised 07/15/2014 2019 Commission No. EXPIRES: Febwaiy 29, 2019 Bonded Thm AbWy Pubic Bndemtlen REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE INITIALS Ec St. Lucie County Building & Zoning _ 2300 Virginia Ave Fort Pierce, FL 34982 BUILDING PERMIT SUB -CONTRACTOR SUMMARY. Wynne Building Corporation (Company/Individual Name) projectlocated at will be using the following sub -contractors for the n� ��oeC?tp (Street address of Property Tax ID 9) 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 IIVAC/ Comfort Control of St. Lucie 8288 Mechanical CACO24379 Roofing Treasure Coast Roofing, LLC 19496 RC29027087. Gas 00-My E":LI�E 07yT _: PERMIT ISSUE DATE: NUMBER: 04/23/2015 09:12 7726787656 WYNNE BUILDING CORP PAGE 02/02 F�� ISSUE DATE PLANNING & DEVELOPMENT SERVICES µ ' Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 2 n a z� State of Florida Certi6cationNumber (Ireppbeeble): ER 009416 S&W Electric have agreed to be the (Company Name/Individual Name) Elect rt cal _Sub-contractorfor Wynne Development Corp. (Type of Trade). _ (Primary Contractor) For the project located at ress 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-obntractor notice. (Form: SLCCDV (No. 0o4-09) BUSINESS QUALIFIER (Name ofthe Individual shown on the contractoes License) N©TARIZED SIGNATURES ARE RXQUUIRE1D BusiaessName: S&W Electric Address: 501 W_ Coker Rd. City/State/Zip: art Pierce_, FL 34945 ;XCNATIVIRF one: email: Lawrence Stubbs PRINT NAME DATE STATE OF FLORIDA, COUNTY OFb—A \ Q THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS�A(o'\DAY OF. 7Sv_e 201J/ BY ncg WHO IS PERSONALLY KNOWN . �oIt HAS PRODUCED s , P / SLCPDS: 12110013 AS IDENTIFICATION. Q 1 i✓� Z � �-�r�r(ry PRINT NAME OF NOTARY PUBLIC�� (STAMP) LAURA R. CUBBEDGE •', Commission # EE 209915 ?s• ' Expires October 21, 2016 °•',%R1� '` 6WWTwTm,FaNk=m80,S5P019 04/15/2015 10:55 7726787E"- WYNNE BUILDING CnDO PAGE 02/02 E MIT # ISSUE DATE r It i �a *: PLANNING & DEVELOPMENT SERVICES `' Building & Code Compliance )Division BUU.DING PERMIT SUBCONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 7 F g n 7 State of Florida Certification Number (if applkabl,): CFC1428458 T.i ndguist Plumbing have agreed to be the (Company Name/Individual Name) Plumbing Sub-conttractorforWynne Development Corp. (Type of Trade) (Primary Conuactor) For the project located at Sttect 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: SLCCDI7 (No. 004-00) BUSYNESS QUALrMR (Name of the Individual sbovm on the Conrractor's License) NOTARIZED SX13NATUR)ES ARE REQUIRED Business Name: Lindquist Plumbing Address: 3185 Snged Rd. pity/Statc/Zip: ?bone; ( 777 ) 461_7969 email: Wade Cash (Alcr \\.v SXGNATURE PRINT NAME DATE ' STATE OF FLORIDA, COUNTY OF SiG to THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS �?G DAY OF �u.N [ , 20—L r By. (mot/ A b E -( q.S o�' WHO IS PERSONALLY KNOWN 41_-� OR HAS PRODUCED IDENTIFICATION. (STAMP) z.... �aK y /4nnd �H5�7.tJ SIGNATURE OI YOTARY PUBLIC PRINT NAME OF NOTARY PUBLIC SLCPDS: IN1612013 ,....... DOROTHY ANN SASKIN arR B"• •�o� '� Notary Publk •Slats of Flalds MY Comm. Expires Oct 2, 2016 ®oe Commission • FF 015226 BandedTnrsugb ItionslNotrryAesn. VY/1J(LVLJ iV. JL IiLVIV�VJV PRODUCED �SIGNATU OF NOTARY PUBLIC SLCPDS: 121162013 ANOMMMMMUM. PLANNING & AEVELOPMENT SERVICES y�r •� JIR.t �. .,4.•' '� '' •..: '; . ' �+OI Building &Code Compliance Division BUILDING PERMrr SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: I State of Florida Certification Ntunber (if applicable): CACO24379 of St. Lucie County, Inc. have agreed to be the (c:ompany ivarnc/uw.•...u.0 ........., air conditioning Sub -contractor for w nne Development Corp. (Type of Trade) (Primary Contractor) For the project located at 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 QUALHUR (Name ofthe Individual shown on the Contractor's Liooni e) NjyfA'RJZED $ArN.ATURES ARE REQUIRED Business Name: Address: City/State/Zip: Phone:(7.72),785-9010 email! 7 , FMT NAM rS—• TV FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS woo IS PERSONALLY KNOWN OR HAS AS IDENTIFICATION. uk�(O\Ks DATE DAY OF 20_ o�i (STAMP) o% PRINT NAM OF NOTARY PUBLIC �Jp Ndtary Public State'cl Florida TraceyR.Mascola My Oanaustion EE193340 ort�' des 0/2W?016 04/15/2015 10:53 7i2E? i56 WYNhE BUILDIt '.]RP PAGE 02/02 PERMIT# I I ISSUE DATE <• PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification N tmber: State ofAcrida Certification Number O£appiic b:a). R Q 27 Traijaurp CnaRf, Roof in TLC have agreed to be the (Company Namellndividual Name) _Reof1n9 ,__Sub-contractorforW rut! Develo ment Corp (Type of Trade) (Primary Contractor) For the project located at It is understood that, if there is any change of status regarding our participation with the above mentioned Project, I will immediately advise the Building and Zoning Department of St. Lucie County by filing a Change of Sub -contractor notice, (Form: SLCCpV (No. 004-00) BUSINESS QUALIFIER (Name of the Iudivideal shown an the Contractor's License) NOTARIZED SIGNATURES A RE R EQUIRM Business Name; _Tr-zu oast Roofing. LLC Address- 181_fi Siltmor! St CitylSgte/2ip; Por , LUC Wi FIg. 34�84 Phone: f2721 343-8308 email; Brian Maloney SIGNA k PRINT NAME DATE STATE OF FLORIDA, (_'OUNTY OFi G r THE FOREGOING msTaumENT WAS SIGNED B1:FORE ME TRIS CzG DAY OFZed' BY #4�= rj 4( ^=oMFy WHO IS PERSONALLY KNOWN OR HAS PRODUCED AS IDENTIFICATION, SIGNATURE NOTAIIY pUBTIC.I�r tom„ e e �ASKr � ) PRINT NAME OF NOTARY PUBLIC SLCPX)S: 13/16/2013 DOROTHY ANN BASKIN Notary Public - Sala of FImMa My Coon. ENO eEl a, sate CatuMialott D FF 4l15M BOnttuTatoupnttgirrrtpnA . (STAMP) SST LCI s11 EG • T Y D A -MiloI ST. LUCIE COUNTY BUILDING & ZONING 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 772-462-1553 FILLED LANDS AFFIDAVIT 1, the undersigned, am the owner of the following described property:3�"� Range 39E, $1391 111 001 000 S Fact 1 nF c t'nn 1 tn•n chin 44S (1 (Ta ID/LegaldescnpUon/Address)ly.ing N&W of Turnpike Feede 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. '' ? 06 29 15 Matthew theryie PlvnnP Property Owner Name rogett ©w S'I nature. Date STATE OF FLOR DA. COUNTY OF S t 1,11 r• i P ACKNOWLEDGED BEFORE ME THIS 29th DAY OFTnne ,2UM, BY HO IS PERSONALLY KNOWN TOME R WHO HAS PRODUCED AS mENTIFICATION. SIGNATURE OF NOTARY TYPE OR PRINT NAME OF NOTARY (SEAL) NOTARY PUBLIC TITLE COMMISSION NUM8ER I I SUSANMAGEE MY COMMISSION t FF 187647 EXPIRES: FehIkW 23, 2018 •qf,h• Bonded Thm Notary Pub@ellndemian b .()rAIA 0 Professional Insulators of South Florida FTC Insulation Installation Certificate To: St Lucie Ccmnq Date:]February 18, 2016 Re: i Lot/Block: Address: 132 San Roberto Project: Grand Carlton The undersigned herebv certifies that insulation has been installed in the above daccrihed nrnnerty nc fnllnwv 1. lKyterior CBS walls have been insulated with: Spray -on Cellulose Thickness in inches: Fiberglass Blankets Manufacturer: Fit Foil Rock Wool Blankets Density: X Aluminum Foil R-Value: R 4.1 Rigid Board Polystyrene Other 2. Ceilings (level) have been insulated with: Spray -on Cellulose Thickness in inches: 11.1" X Fiberglass Blown Manufacturer: Johns Manville Rock Wool Blankets Density: ,Aluminum Foil R-Value: R-30 Polyurethane Open Cell SPF Ceilings (Inaccessible) insulated with: Spray -on Cellulose Thickness in inches: 9.5" X Fiberglass Blankets Manufacturer: Owens Corning Ignition Barrier Density: Fiberglass Blown R-Value: R-30 Cellulose Loose Fill Open CCU SPF 3. Interior kneewalls have been insulated with: Fiberglass Blankets Thickness in inches: Fiberglass Loose Fill Manufacturer: Rock Wool Density: Fiberglass Blown R-Value: Cellulose Loose Fill Open Cell SPF 4. Garage partition walls of A/C living area have X Fiberglass Blankets been insulated with: 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: �y��•asnrprr>� . ,•••.'•,: 6�,,� .ate C'Ditlr'ORAT�r o��^. St '.��b•"•%Cid�;�4`�•` a 6n, Wynne BuildinCorp_�0^ General Contract/Builder CDC1254041 Com etenc # Professional Insulators of South Florida Inc. Insulation Contractor By. RECEIVED MAR 012016 tZt—A £000/ZO00d tL£-1 999L8L8ZLL da00 Buip[in8 euuAM -woad £9:0L 9L,- LO-£0 Professional Insulators of South Florida FTC Insulation Installation Certificate To: St Lucie Coun Date: IFebruary 18, 2016 Re: Lot(Block: Address: 132 San Roberto Project: lGrand Carlton Th., .....i.....:wwna he...,1.....e. nv— a.e.:.....1...:.... h.. hee.. i. th.. shnvn ripwrihrA nrnnerty as fnllnws: 1. Exterior CBS walls have been insulated with: Spray -on Cellulose Thickness in inches: Fiberglass Blankets Manufacturer: Fi Foil Rock Wool Blankets Density: if Aluminum Foil R-Value: R 4.1 Rigid Board Polystyrene Other 2. Ceilings (level) have been insulated with: Spray -on Cellulose Thickness in inches: 11.1" X Fiberglass Blown Manufacturer: Johns Manville Rock Wool Blankets Density: Aluminum Foil R-Value: R-30 Polyurethane open Cell SPIT Ceilings (Inaccessible) insulated with: Spray -on Cellulose Thickness in inches. 9.5" X Fiberglass Blankets Manufacturer: Owens Corning Ignition Barrier Density: Fiberglass Blown R-Value: R-30 Cellulose Loose Fill Open Cell SPF 3. Interior kneewalls have been insulated with: Fiberglass Blankets Thickness in inches: Fiberglass Loose Fill Manufacturer: Rock Wool Density: Fiberglass Blown R-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" Polyarethane Manufacturer: Owens Corning Spray -on Cellulose Density: Open Cell SPF R-Valuc: R-11 5. The following have been insulated: d `'�bcu`rrr•. ,.. •;. @�,�,�� ��,�ia�slo���s,•. m el,+1.8 kit1 W ne Building Corp`�•®a General Contract/Builder CBC1254041.!harlslg: Competency# Professional Insulators of South Florida, Inc. Insulation Contractor By: M 9Zb-d £000/3000d 9l£-1 999L£L£ZLL da00 suipiin8 ouuAM -WOad 99:06 g , L0-£0 Planning & Development Services Building & Code Regulation Division 2300 Virginia Ave Fort Pierce, FL 34992 772-462-2165 Fax 772-462-6443 Request for 30-Day Temporary Power Release Date: \—\ Project Address: Permit Numb 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 ATFINAL INSPECTION. IN CONSIDERATION OF APPROVAL OF THE REQUEST WE HEREBY ACKNOWLEDGE AND AGREE AS FOLLOWS: 1. This temporary power release is requested for the above stated purpose only, and there will be no occupancy of any type, other than that permitted by construction during this time period. 2. As witness by our signatures, we hereby agree to abide by all terms and conditions of this agreement, including Building Division Policy, which is incorporated herein by reference. 3. All conditions and requirements listed in the attached document entitled "Requirements for 30 Day Power for Testing" have been fulfilled and the premise is ready for compliance inspection. 4. All requests for an extension beyond 30 days must be made in writing to the Building Official stating the reason for the request. Power may be removed from the site and/or a Stop Work Order issued if the Final Inspection has not been approved within 30 days. A fee of $100.00 will be required to lift the Stop Work Order. WE HEREBY RELEASE AND AGREE TO HOLD HARMLESS, ST. LUCIE COUNTY, AND THEIR EMPLOYEES FROM ALL LIABILITIES AND CLAIMS OF ANY TYPE OF NATURE WHICH MAY ARISE NOW OR IN THE FUTURE OUT OF THIS TRANSACTION, INCLUDIN DAMAGE WHICH MAY BE INCURRED DUE TO THE DISCONNECTION OMECP WER IN THE EVENT OF VIOLATION OF THIS AGREEMENT. DATE RtC,6/v�� FFB 10 ?016 LL£-d 1.000/6000d 97-1 999L8LRLL da00 suipling auuAM -Woad 6b:L6 • Termite Inspection Je55 Christ is ir lortl 72-323-7921 • Termite Pretreatment ® fVICf•A-Bug .,., Toll Free: 1-877-365-9990 Pest Control Termite'& Fax: 772-340-5990 Rodent Service Pest • Fire Ant Lawn Service Control, Email: Evictabug@gmail.com Whitefly Treatment Inc. 2373 SW Woodridge St. • Licensed & Insured Lic. JB175775 Port St. Lucie, FL 34953 Notice of Preventative Treatment for Termites (as required by Florida Building Code (FBC) 104.26 and Broward County Chapter FBC 105.2.2) PEST PREVENTION I FIRE ANT SERVICE I TERMITE SERVICE I RODENT EXCLUSION & REMOVAL I WHITEFLY TREATMENT DATE OF SERVICE / 16ZI6 TIME - 5� DE(y)E�LOPMENT NAME (PROJECT) CO TRACTOR'S NAME CON7�CT PERSON I t L6k7tv ko1 COA e ; &O ne STRUCTURE ADDRESS (LOTIBLOCK) /,//'� / CITY, STATE, ZIP CODE COUNTY, 3 Z G1 ✓1 Vl V S¢/ i a r0 %i /NOTES / D(' ur w6t c/ �%�ra l l o 9 51I' EATMENT TYPEIAREA qpm � r ❑ FLOATING ., MONOLITHIC PATIO ❑ GARAGE 21DRIVEWAY ❑ STEM WALUFOOTERS ❑ ADDITION ❑ CUTOUTS ❑ FOOTER ❑ FRONT ENTRY ❑ RETREAT ❑ BORA CARE TREATMENT ❑ PLUMBING CUT OUTS ❑ SIDEWALKS ❑ TAMP & TREAT &TREAT ONLY 7Y FINAL ❑ POOL DECK ❑ OTHER PRODUCTS ,.BASELINE ❑ DOMINION 2LACTIVE INGREDIENT ❑ TERMIDOR SC ❑ BORACARE ❑ PREMISE ❑ OTHER ACTIVE INGREDIENT OIMIDACLAPRIDgBIFENTHRIN ❑DISODIUMOCTABORATETETRAHYDRATE CONCENTRATION 'EL106% ❑ .12% ❑ .25% ❑ .05% ❑ 23% ❑ 9% ❑ OTHER GALLONSAPPLIED / O SQUARE FOOTAGE 7. SO �� LINEAR FOOTAGE -U ® p1 RECEA., SQUARE FOOTAGE VERIFIED •� �(n 'i�iYES ❑ NO EASURED OR VERIFIED PER PLANS JAN 14 1016 ,d,YES ❑ NO DETAILS As per 104.2.6 FBC - If soil chemical barier method for termite prevention is used. Final exterior treatment shall be completed prior to final building approval. Certificate of Compliance: The building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with rules and laws established by the Florida Department of Agriculture and Consumer Services. (Per the Flodddaa Building Code.) If this notice is for the final exterior treatment, initial and date this line -S I'— I - irii' I �. FINAL STICKER ❑ ELECTRICAL PANEL ❑ WATER HEATER Payment Terms: Payment due at time of service. Dale; Date ,WOTHER Ll�' ! erW�rlC Applicator. (EvictA Bug Termite and Pest Control, Customer (Property Owner or Agent) �TITAN CONCRETE Materials for Life` ✓ / Deliverydate Plant 0 ICustomer no. ao121O/1. -3� P "Thank you - We appreciate your business" f,.t, l�d6 - osYa Ticket no. VERO BEACH 2724 INDUSTRIAL BLVD 341781 VERO BEACH, FL 32960 Truck Driver Truck size Typejob F. IRTFRFhI� TnHhI I I. Zan Tax CD u�l I f`flN �}7I-TC r'FlhlST t TE I Tarmac project no. Customer P.O: no. Order no. 'Terms Code t-Charge d'elly, a ICC.0.D. � due 111—/V /� i fh ;` 1 I pi t e rll--t, ' 2-Charge EO.B\4GO.D -F.O.B. Ile r a e A Delivery name. and address Lot Block CounTy ST LUCIE COUNTY I32 I I SANROBER-ro , FORT PIERCE I� II I LLL—slump Instructions ****COUNTRY CLUB SUBDIVISION### FORT PIERCE: 31 MIN 5.00 Product Load Cumulative Ordered - Code Description 11.00 11.00 11.00 :�AFB51RIM2500 #57 CY 11.00 103364 MASTERFIBER M35 — .504f CY 1.00 300007 FUEL SURCHG LD 1.015 300014 ENV I RON SURCHG LD Loedl. RkJ PH G,/n A'frive job site start discharge Finish dis<harge Leave Job site Arrive plant Subtotal , -/ / 1�� Sales tax ) (/y— C/C/ / TOTAL Additional water added to this concrete will reduce its strength. Any water added is at customer's risk. Gallons of water added:_ Gallons of water added: Gallons of water added: Amt of CY Retained: Customer Approval: Customer Approval: Customer Approval: Customer Approval: -' Tested Tested properly No. % Q1 Authorized 31 asy d��8cyei-ved py ❑.. Yes ❑ No ❑ Yes ❑ No _ A V 1 XS Safety is a constant state of mind, with every employee feeling responsible and empowered to act to cause him and others to work safely, on the belief that all accidents are preventable and that zero incidents is the only goal. Lot: Block: Address: Correct Not Correct CI ICTr1NIGD Cf113V TITAN FLORIDA LLC TERMS AND CONDITIONS Of E. I. All sales will be subject to these tents and conditions ("Contract") and, if buying on crecut, to Buyer's credit agreement with Seller, incorporated herein by reference; all other terms, including any terms contained in Buyer's purchase order, are excluded unless agreed to by Seller in writing. Any changes must be in writing and signed by each party. This Contract will be construed in accordance with the laws of the state of Florida.. For all disputes relating to this Contract, Buyer hereby consents to the jurisdiction and venue of the state and federal courts for the location of the delivery site of the goods sold hereunder.: 2. Payment. terns: Net the last day of the month following the month of delivery, without deduction, retainage, set off or charge backs. A cash discount of 1% 10" proximo may be deducted if no previous balances are past due. Interest at the lesser of P/2% per month or the maximum rate allowed by law will be imposed on outstanding and delinquent invoices from the dateof delivery until paid. Buyer will pay to Seller all applicable federal, state and local sales and use taxies. In addition to any other available rights and remedies, Seller will be entitled to recover from Buyer allcosts of collection and litigation including• but not limited to, reasonable attorneys' fees. Seller reserves the right to require payments in advance or to cancel the unfilled portion of this Contract Without notice in the event of Buyer default of any Contract provisions- or if the financial status of Buyer becomes impaired or deemed unsat- isfactory to Seller. Failure of Seller to exercise any of its rights will not be deemed a waiver of any such right. 3. Regular delivery hours are 7:00 a.m. - 5:00 p.m., Monday through Friday. An additional charge may beadded 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 P1 cubic yards. a Buyer will give Seller a le st 48 h - rs prior notice of the time and rate of requested deliveries. Delivery schedules will be mutually agreed upon between Seller and BuyD �• s w" bC ode to the best of Seller's ability to dispatch, however, Buyer waives any claims associated with any delays in delivery. 5 Buyer must prof do suitable ap aches to delivery points beyond paved streets. For delivery beyond curb lines. Buyer assumes all liability for damage to vehicles, sidewalks, drivew s, 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 arty right of subrogation against Seller. 6. Buyer is responsible for full payment o(, 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: (it) 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 ofgoods to be purchased. Seller warrants that its products will meet or exceed applicable American Society for Testing Materials ("ASTM") and American Concrete Institute ("AC'I") standards, when tested in accordance with ASTM and evaluated by ACI standards. Seller will repair or replace any goods supplied by Seller that fail to meet this limited warranty, within one year after delivery thereof. Seller will uphold its warranty obligations under Florida statute 718.203, as applicable. ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED, INCLUDING WITHOUT LIMITATION THE WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE, ARE UEREBY EXPRESSLY EXCLUDED. THE REMEDY SET FORTH IN THIS SECTIONS WILL CONSTITUTE THE SOLE REMEDY OF BUYER UNDER THIS LIMITED WARRANTY. 9. Seller will not be responsible for slump, strength or quality of any concrete to which water or other material has been added by or on behalf of Buyer. Buyer will be responsible to see that the concrete is handled in accordance with best construction practices. Seller has no control over the placing or handling of concrete after unloading and does not guarantee the Finished work in which it is used. Buyer will be responsible to prevent concrete after unloading from coming into contact with any material, such as aluminum, which spay 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 cifect 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 requiredto 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 deliveryof 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. INNO EVENT WILL SELLER BE RESPONSIBLE FOR DAMAGE DUE TO THE ACTIONS OF OTHERS OP. 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. I5. Severability. The unenforceability of any provision of this Contract will not affect the enforceability of any other provision of this Contract, and each other provision of this Contract will be severable and enforceable to the extent permitted by law. WARNING: CAUSES SHIN 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 (AISDS) ARE AVAILABLE AT W W%KT1TANAMERICA.COM. Revd 2-08 BRADEN A BRADEN, A. I. A., P. A -qrchitecl,s & 'Planners 417 COCONUT AVENUE, STUART,, FLCRIOA 34996 TELEPHONE: (7721 2S7-920S FAX (772) 2B7-9293 AAC-000032 01 LL °w o N r L_ c 0 0 LD a j ST. LIJCTF. COTJNTY RTJTT.DTNG DMSION Q REVTFNVED FOR COJIPLLI.NCE Ic N REVIElYED BY l® DATE6-'qlx"Wjs� PLANS A.ND PERMIT hTUST BE KEPT ON JOB O8 NO LVSPECTION WILL BE IN DE. August 10, 2015 St. Lucie County Building Department Permit #:1506-0540 RE Address: 32 San Roberto THESE PLAMSAMQ4R{MMIMIK BARESUSJE0..Ti;Tj,+-ANyCQQpA QMS To whom it may concern, REQUIRED Please note, the ballard shall be 4". .. MAY BE tdEi;lsgRY�1�1;FrR��Ft? Icall me you have any questions please feel free to came at (772) 287-8aLY4YIT.AIi;`1ItVg jpg, TITAN° COtVCRETE Materials for Life' i E/n "Thank you - UUe. appreciate your business" / epic^ t /•-O 4�'OS7 O Ticket no. FORT PIERCE 4199 SELVITZ ROAD 280026 FT PIERCE, FL 34982 Delivery date Plant Truck Driver - rp eTruck size T job 09/ 10/ 15 628 13(I0 ORELLLANO, RAFAEL 1 10.01 SLAR Oh Customer no. Customer name Zone Tax CD 90004535 I RODNEY HALL CONCRETE CUNST I T: Tarmac project no. I Customer P.O. no. Order no. (Terms code t-charge delivered 3-C.O.D. Time due 441031 54513 ,2Cha, F.0.B. 4C.0.D-F.O.B. 08:05 Deliveryname and address Lot Block County ST LUCIE COUNTY 32 5RN RUBERT09 FORT GIERCE ' Instructions COUNTRY CLUB ON KING'S HWY — I95 N, EXIT W ORANGE AVE, T/R slump FL 713 IV, T/L SPANISH LAKES BLVD, T/R CALLF_ DE LAGOS, T/L 5.01i SAN ROBERTO Quantity-- . — - —� - _ Product" 00 33.00 CAF05RIO2500 57 00 10(901 MASTERFIBER M70 00 80(007 FUEL SURCHG 00 80(014 ENVIRON SURCHG Load 4dditional water acfde c.r Gallons of water added: Customer Approval: site Start discharge Finish discharge Leave jab site Arrive plant to this concrete will reduce its strength. Any water added iscu Gallons of water added: Gallons of water added: _ Amt of CY Reta ned:,Z Tested Tested properly No. ❑ 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. 6144 Lot: Block: _ Address: CY CY L;D LD Subtotal Sales tax TOTAL 's risk. 11 Correct Not Correct rI ICTMAGD rnDV 1-9-8 F.1►iffill):i117.1 a to TERMS AND CONDITIONS OF SALE I. All sales will be subject to these terms anu conditions ("Contract!') and, if buying on credit, to Buyer's credit agreement with Seller, incorporated herein by reference; all other terms, including any terms contained in Buyer's purchase order, are excluded unless agreed to by Seller in writing. Any changes must be in writing and signed by each party. This Contract will be construed in accordance. with the laws of the state of Florida. For all disputes relating to this Contract, Buyer hereby consents to: the jurisdiction and venueof 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 % I0" proximo may be deducted if no previous balances are past due. huerest at the lesser of l Vn% per month or the maximum rate allowed by law will be imposed on outstanding and delinquent invoices from the date of delivery until paid. Buyer will pay to Seller all applicable federal, state and local sales and use taxes.. In addition to any other available rights and remedies, Seller will be entitled to recover from Buyer all costs of collection and litigation including,but not limited to, reasonable attorneys' fees. Seller reserves the right to require payments in advance or to cancel the unfilled portion of this Contract without notice in the event of Buyer default of any Contract provisions, or if the Financial status of Buyer becomes impaired or deemed unsat- isfactory to Seller. Failure of Seller to exercise any of its rights will not be deemed a waiver of any such right. 3. Regular delivery hours are 7:00 a.m. - 5:00 p.m., Monday through Friday. An additional charge may be added for deliveries outside of these boors 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 mininmum load for each delivery is 1'h 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 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 butnot 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 fill 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; (d) concrete delivered due to Buyer's mistake or in excess of requirements; (if) 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 nnect or exceed applicable American Society for Testing Materials ("ASTM") and American Concrete Institute ("ACl") standards, when tested in accordance with ASTM and evaluated by ACI standards. Seller will repair or replace any 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 718.203, as applicable. ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED, INCLUDING WITHOUT LIMITATIONTHE WARRANTIES OF MERCHANTABMITYAND 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. i 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 Riimish any admixtures or ingredients if desires that are not regularlysupplied by the Seller in the marketplace. Buyer will be solely respon- sible for the effect of such admixture or ingredients on the concrete. Any extra product which may be required in excess of the mix design quoted, or which may be required to provide workability, strength, setting time orwater/cement ratio, will result in an additional nmgredient 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 alter delivery of any claim against Seller as a result of any alleged nonconforming materials or any other cause wliatsoever (other than f'ailure.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 WI TETHER OR NOTARISING FROM SELLER'S NEGLIGENCE, STRICT LIABILITY OR FAULT.. IN NO EVENT WILL SELLER BE RESPONSIBLE FOR DAMAGE DUE TO THE ACTIONS OF OTHERS OR THE FAILURE OF BUYER TO COMPLY WITH ITS OBLIGATIONS. SELLER'S LIABILITY FORANY CLAIMS WILL BE LIMITED TO THE PURCHASE PRICE OF THE GOODS SOLD UNDER THIS CONTRACT. 14. Notice. All notices to Seller will be sent in writing to the sales office issuing the price quotation. with a copy to Credit Department, 455 Fairway Drive, Deerfield Beach, FL 33441. 15. Severability. The unenforceability of any provision of this Contract will not affect the enforceability of any other provision of this Contract, and each other provision of this �tintract will be severable and enforceable to the extent permitted by law. WARNING: CAUSES SKIN IRRITATION - INJURIOUS TO EYES. CONTAINS PORTLAND CEMENT. THE ,,[ LY 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 PROMPTMEDICAL AT TENTION. KEEP OU'r OF REACH OF CHILDREN. MATERIAL SAFETY DATA SHEETS (NISDS) ARE AVAH.ABLE AT W W W.TITANAMERICA.COM. Rev'd 2-08 " L.71Vi 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) 45-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCII9093 C.A.:56AECE1'.'�D SEP 0.12015 FAX (772) 589-6469 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED August 27, 2015 KSM JOB # : 151818-1d/SH/ct PERMIT # 15060540 CONTRACTOR Wynne Development JOB LOCATION 32 San Roberto Spanish Lakes Country Club Village Fort Pierce, Florida ITEM TESTED Compacted Foundation Fill TEST LOCATION `PEN DRY MAX. DRY PERCENT OF SAMPLE DEPTH READ DENSITY PROCTOR VALUE COMPACTION 1. S.E. 0" - 12" 38 107.5 111.0 96.8 2. S.W. 38 107.6 96.9 3. Center 37 107.0 96.4 4. N.W. 38 107.4 " . 96.8. 5. N.E. 37 ' 106.9 " 96.3 Soil Description: Brown Sand In Place Moisture: 9.3 Percent Optimum Moisture: 11.0 Percent Max. Dry Density: 111.0 P.C.F. @ Test Locations The Density & Penetrometer Readings Indicate the Degree of Compaction Meets Minimum 112.0 W I E I I I I I I I I G 111.0 I I {—.._. I _.. } .._.. .._.._ H I I I I I T i I I I I P. t1o.o � •�—• I .. ..� I .._.. I .._..'� .._.. I I I .._.._ c I I I I I I F I 109.0.._... I r. _.,r.._..r.._. I I I .. I D I I I I I I I I I I I R 108.0 �.._..�.._..�.._..�.._..+.._.. �.._..� Grade. Y 8 9 10 11 12 13 14 CEIVED SEP 02 2015 Moisture - % of Dry Weight RECEIVED SF° 02 "" Fax and Nf0tga�ttIptePE B21dI��IDep860er, :79No / Julie E. Keller, P.E.: 68366 TAr C!1A L%17.LYi 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 August 27, 2015 KSM JOB # : 151818-1 d/SH/ct PERMIT # 15060540 CONTRACTOR Wynne Development RECEIVED SEP 01 2015 JOB LOCATION 32 San Roberto Spanish Lakes Country Club Village Fort Pierce, Florida ITEM TESTED Compacted Foundation Fill TEST LOCATION *PEN DRY MAX. DRY PERCENT OF SAMPLE DEPTH READ DENSITY PROCTOR VALUE COMPACTION 1. S.E. 0" -12" 38 107.5 111.0 96.8 2. S.W. 38 107.6 96.9 3. Center 37 107.0 96.4 4. N.W. 38 107.4. 96.8 5. N.E. 37 106.9 96.3 Soil Description: Brown Sand In Place Moisture: 112.0 I I I I I 9.3 Percent W I E I I I I I Optimum Moisture: I G 111.0 �— _..( I .._..�.._. I I I _..+.._.. I } .._.._ 11.0 Percent H I I I I I T j Max. Dry Density: I I I I 111.0 P.C.F. P 110.0 .._..� .. ..� .._.. .._.. —.. I .._.._ @ Test Locations The c I I I I I Density & Penetrometer F I I I I Readings Indicate the 109.o - Degree of Compaction Meets j I I I I Minimum 5991JIM '81 D I I I I I *62[►�i1�9tural Y 108.0 * Pero'hCE'9Atii_aft Grade. 8 9 10 11 12 13 14 Moisture - % of Dry Weight Fax and lV{9Buildif�q Department dAg1 elter, PE:: 37293 /51 Lid. No.: 860 / Julie E. Keller, P.E.: 68366 1 08/28/2015 15:29 77258964,.' KSM ENGINEERING PAGE 02/02 vrrIk,r nQm KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 PO, BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 wwwAsmengineering.net MELBCURNE (321) 768-8488 FAX (561) 845-8876 E-Mail; KSMQKSMENGINEER ING.NET St LUCIE ('772) 229-9093 C.A.: 5693 FAX (772) 589-6469 SOIL COMPACTION REPORT ASTM D 1667 and ASTM D 2922 DATE TESTED August 27, 2015 KSM JOB # : 151818-ld/SH/ct PERMIT # : 15060540 CONTRACTOR Wynne Development JOB LOCATION 32 San Roberto Spanish Lakes Country Club village Fort Pierce, Florida ITEM TESTED Compacted Foundation Fill TEST LOCATION DEPTH *PEN DRY MAX. DRY PERCENT OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION 1. S.E. 0" -12" 38 107.5 111.0 96.8 2. S.W. 38 107.6 " 96,9 3. Center 37 107.0 " 96.4 4. N.W. 38 107A. 96.8 5. N.E. 37 T06.9 96.3 Soil Description: Brown Sand In Place Moisture: 112.D , 9.3 Percent W E I I I 1 1 I Optimum Moisture: I 11.0Percent 111.0l ..—..j .._ f — —.. ... H I I I I T Max. Dry Density: I I I I 111.0 P.C.F. P 110.0 .:_..L.. ..! ..—..! .._..L.._.. I I I I ) Test Locations The c I I I I 1 Density & Penetrometer F Readings Indicate the 109•0- Degree of Compaction Meets I I I I I I Minimum �QtglhF�d'r4�,��� u I I I I I I *� .,, R PerIS ural Grade. 8 9 10 11 12 13 to Moisture - % of pry Weight RECEIVED AUG 28 2015 Fax. and IVl6, ¢Y CCol1f1}� Buildin❑❑ Department �Ie(fcy P.+ 37293 /51 Lic. No.: 860 1 Julie E. Keller, RE.: 68366 SR EN 6 BRADEN, A. I. A., P. A. 97rchttecls & 'Planners 417 COCONUT AVENUE, STUART, FLORIOA 34996 TELEPHONE: (772) 2B7-6256 FAX (772) 2B7-6295 #AAC-000032 St. Lucie County Building Department Permit #:'1506 U540 RE Address: 32 San Roberto To whom it may concern, Please note, The concrete strength of the slab shall be 2,500 psi If you have any questions please feel free to call me at (772) 287-8258. Th el R. Braden Br en & Braden AIA PA RE CEI' rD AUG 0 6 2015 July 29, 2015 9# BRADEN & BRAOEN, A. I. A., P. A. 97rchilecI5 & 'Planners 417 COCONUT AVENUE, STUART, FLORIOA 34996 TELEPHONE: (772) 2B7-B259 FAX C7721 2B7-B223 #AAC-000032 St. Lucie County Building Department Permit ip '50fr05 0 RE Address: 32 San Roberto 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. E July 29, 2015 ri JOSEPH E. SMITH, CIE' 'I THE CIRCUIT COURT - SAINT LUCIE C1 FILE N 4086617 OR B' -1762 PAGE 1917, Recorded 06/30/201!� 11:31 AM PERMITNUMBER Tu451^'=+u roer.ua L•nrnoni•q Lin• J L NOTICE OF COMMENCEMENT the undersigned hereby iv . notice that improvement will be made to certain real property, and in accordance 'with Chapter 713. Florida statutes the following information is provided in the Notice ofeormncnccment. I. DESCRD'TIO� OF PROPERTY (Legal description and sbeof address) TAX FOLIO NUMBER:1301-11 f-0001-0003 ountry Cu U UNIT SIRIDM510NyiB1-OCE TRACT_LOT�LDG I. ,ic .vinn 7 tnwnshi0 34S Range 39E 2. GENERAL DESCRIPTION 3, OWNER INFORMATION:- e, mtcrat in property d. Name and address or fcc simple dtichici (if othaf Nan owner) S.CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: Wynne Dever ODment COr DOration 8000 S. US1 Suite 402 PSr FI 74952 772-H7R-5613 S. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: fi. LENDER'S NAME, ADDRESS AND PHONE NUMBER: 7. Peraom with.. the Sum of Florida designated by Owner upon whom nohccs m odor documenu may be served as provided by Section 713. 13(1)(9) 7.. Florida Strides: John Brennan 466-1553 NM, ADORE95 AND PHONE NUMBER: 1 Ld5 Cd C Ff P Ff 34951 772- NAME, 8. In addition to himself ar herself. Owner designates the following to receive o copy of theLienor's Notice as provided in Section 713.13 (1)(b), Florida Statoms: NAME, ADORES$ AND PHONE NUMBER: 9. Expiration date of notice efcotmncnccment (the expiration date is 1 year from the date of raording unless a different dart a rpcefed) •—•20_ �e..e m.... ---..-.....�. cufcMENT Matthew Lyle Wynne Vice,-Prpsident Print Name and Provide Signatory's Tit1d01<ce Owner's Authorized Ofrcerf0irectar/P.rmer/M... gar Stec of Florida Counlyof Ch. I rie T M20_jt The foregoing ..,«time.. was ecknowledgcd before me this _day of atthe i Lvl Wynne .as - -aa f BY - — (Type of authority ... ag, Owner, officer, Luuce, umrney in 6u1 (Name of person) Farwynne Buildi Q Corporation (Name of pmy on belief! of wham instrumem was ezeemed) Personally Known>4-or pratlucW tnc lallowmg type of lD• __ YY p]I01"k IFF1HMf Mope(, ga F7ARES: Fahrutl23d,�IB (Pnmcd Name o(Notary Public) foregoing of NotaryPubli N' anatstwNVlPtftladawero Under pcnalbcs of pcqury, I declare that 1 have reed the foregoing and that the tech in it are we to the best of my knowledge and belief (section 92.525, Florida Slemles). Signature(s) of Owncr(s) or Owner(,)' Authariaed OrricedDirectorfPartner/Manager who signed above: STATE OF FLORIDA ST. LUCIE COUNTY THIS IS TO CERTIFY THAT THIS IS A TRUE AND CORRECT COW Of THE Date: Plan Review # /50h oSyO 2009 INTERNATIONAL Date RESIDENTIAL CODE® ... Valuation 2.5-6 �79 M FOR ONE AND TWO, FAMILY DWELLINGS Fee f) PLAN REW v r y JURISDICTION I' � �r`-�'' L uGt< `�Y�il/uT»' `�•* � s �� � t '• A ,. �i?cm ^i0(j k ��..-1+„x a - ; v �. 5 1 4N s-+ •za , z '.� w�a to s,� �. ,� ,trr +^x� n � a�- r �x vµ ayrr, d � x � r -,X9fi^'R'�as �l �44 4'•�M1� 1 � 3ie ��} Y^N^I' .v�?i Y i L A C�-9 Y v^ � ..( N 1 i SiJt P - ! �:tY V AiV Te 'a ;�'i y. .i"ve.Y�CgrP ��.�'f3 hll ir �4''X �9%i+h$ �i�1'Y.Fb �•'� i "Ya' A i�� .ictrvPdnl'y��4.. -Fbi .F.k, ��+.3,��'{'-i§ Li. �, }. x 3 �4 p 'S;AY SS �ir � W `d`5� -3� � � P•; i• �Y`fi+rv•/;-1 �. % :.F•w%`a'YS�d{4e(N- fS A\.f: %�{+ t .F 'yS�' J�'{t� E(�R 'i^'T t .i Jl4..t'�Y..•/'}i3r•�Ki L�.}.:�y=.��{_Ya�'r£`1n� Psv ..� :tR�.�s:`JtY�dK.3 yiL N. r'�'�a4•'cruA �-� 4Y+f3i�vS•i���t��m%-A. . �a �rzi. 1 �^� z f e '^•s zi F� 3' `�,✓ I h A €%k , N+y ,y''�� }"*S ,t Fv a % rvtY "Yt' S'^i ��' SY i� tR Fit. �Y �1L'+f Y` � �k:.4r ST t' �'•O `��i��_U '�``� � .r. l �q� MR �""' >, uI n'dcat' h'".pa,tti''ss,'^eSePPj%lal5�sda`� ssxtgf �1 9"6t'e'`ftta�'i•bcl,.µye ftlg tY1'tEi>T.e plate e eWuacoiplishe`d as �h m�arate�(fithis�,pd:lslu�i't'�d�'fo tf*iose,�oodesech�o�r. s p�ec Via.. =. d' a trheeeih�fi�h',�Cor�`���'��cesmi�o�5lyeagplfc2Hlacad'e sect�d�s �+;thg i- dugtr€gat �o_� eal���Ta�� aea:de[ il$��f�r�alio , iC�s p;cdl��n�o �o�sf°rug� mocg`rt�nS�o Ae'�nd�oilytlweflings,ar4d� ' ptowahaase"s"It�� o far � I�ctla�ovt�onsi 'may��ea irya�bfe'[� e�ir�i+ings ��i s�[��cp�idx isfle�tbbe uS„�ed phi �:��yit6os�g �a'Y,e:kno�(Igtlgeabl�a I�o'(�li er�gcampee iidgp 7 Ja'a�,nQ� n € Eflo�ocU'`},E{en�`oi e,�GRom�llat�ca���-yyv�,�� S o .� _ i(T% E_it +f, 4{h-4}.'1.. 3&b ✓...wJ""Si'... .zSac•�r. _`-i4�i -4•�� �.+^, �. _.x T[ . CORRECTION LIST Code No. DESCRIPTION Section � • �=i� IIIIIIIIIIIIIIIIIIIIIIII 9 •- INiERNA710NAL e • e 11111 _ , , COOECOBNCIC _ _.. ..: �� i • : _a 06/10 CORRECTION LIST Code No. DESCRIPTION Section -2- NOTE: Entries to this Plan Review Record that rerfulm a felt; Y or inspection of the installation must be coordinated with the( '-ion phase (R109) of the project. BUV..UYING PLANNING (Chapter 3) DESIGN CRITERIA [Table R301.2(1)) Floor live load (Table R301.5) I/ psf Roof live load (Table R301.6) psf Ground snow load N It psf Basic wind speed ph Wind exposure category (R301.2.1.4) 1 High wind design criteria applicable (R301.2.1.1) 1 Seismic design category (SDC) [Figure R301.2(2)] SDC C&D provisions (R301.2.2) 1(i /a Weathering Frost line depth ^-M Termite area _ Decay area %Vf Winter design temperature Ice barrier underlayment required r✓ /9 Flood hazards N /A FIRE-RESISTANT CONSTRUCTION (R302) Al'M Exterior walls (R302.1, Table R302.1) Townhouse separation (R302.2) Al /Ft/A Continuity and structural independence (R302.2.1, R302.2.4) N(A Parapets and construction (R302.2.2, R302.2.3) ROOM PLANNING REQUIREMENTS (R303 through R305)_ 0 Two-family dwelling separation (R302.3) 1 _P Dwelling unit penetrations (R302.4) Dwelling/garage opening/penetration protec- tion (R302.5) Dwelling/garage fire separation (R302.6) ✓i Under -stair protection(R302.7) Wall and ceiling finishes (R302.9) Flame spread index (R302.9.1) Smoke -developed index / (R302.9.2) / Testing (R302.9.3, R302.9.4) ( Insulation (R302.10) Flame spread/smoke-developed (13302.10.11 R302.10.2) Cellulose loose -fill and exposed attic insulation (R302.10.3, R302.10.4) Testing (R302.10.5) f NJP Fireblocking (R302.11) I ivif Draftstopping (R302.12) a y ? Combustible insulation clearance (R302.13) Use Area ftz Width Average ceilin t Minimum ceilin t Natural' li ht Natural ventilation' Living 120 7'-0" 7'-0" 5'-0" 8%floor area 4%floor area Dining 70 7'-0" 7'-0" 5'-0" 8%floorarea 4%floorarea Kitchen N.A. N.A. 7'-0" 5'-0" 8%floor area 4%floor area Bedroom 70 T-0" 7'-0" 5'-0" 8%floor area 4%floor area Bathroom N.A. N.A 7'-0" 5'-0" 3 square feet 11/2 square feet 'See Sections RMA & R303.3.for mechanical ventilation and artificial light t 8'-B' minin/at,plumbing fixtures and for non -habitable basements. 7"� Required heating (R303.8) GLAZING (R308) SANITATI9N (R306 and R307) Water closet Lavatory Tub or shower t/ Kitchen area with sink Sanitary sewer (Chapter 30) i� A Private disposal (Appendix I) -3- a NSio Identification (R308.1) dy/!l Louvered windows orjalousies (R308.2) ws t' Human impact loads/hazardous locations (R308.3, R308.41 6v lr� Skylights and sloped glazing (R308.6) GARA ESAND CARP BU1L®IA1G P�lVINING (Contd.) Floor ORTS (R309) surface �! (R309.1) noncombustible; sloped floor gUTOMATIC FIRE SPRINKLER Carport: o ' RINKLER floors; pe d0 sides; Townhouses SYSTEMS (R313) /per F sloped no n°2) Ustible (R313.1) Auto °r (R30g.2 E(R3 p ENCY EStCAP garage door opener (R309.4) A*One- and SMOKE ALARMS (R two-family dwellings (R313.2J E AND RESC /q/ . (R314) where re DE OPENINGS hu Referenced standards >� Are required (R370.1) cation and (R31 ¢ y R314.2 Areas het in ) . R370.1.� t, width, operations l'OWarsource (R3743J (R310.7.7 _ CARB (R374.4) �tif window wells (R31 . ON MONOXID —� Bars, grilles, cove 02) Newconstruct.MS ) ALAR (R315 N Underdecks and screens N % on (R3151 MEANS decks and Porches (R310. (R37p 4J /2,� Existing construction (R3152 OF EGRESS (R311) 5J —� Referenced standard ) General (R311.1) FOAM PLASTIC (R302.8, (R3753) Egress door N%J} R316) (R311.2) Labeling (R316 2) Landings at e � � _R377,3 3 xtenor doors Surface burnin A/ ) (R311.3 _ approval 9 thermal barrier, Cortical egress (R311.4) DECAYAND (R376.3 _ R3767J specific wnstru Hallways tlon a d attachment (R311.5 ( d R318MITE PROTECTION 6) ) Protection re Stairway width `v R318.1) 4uired (Table R301, 2 -R377.73) 'headroom, walkline (1), R3171 1 (R311.71 �— Quality mark (R3 `17.7.43.) Stairway1.; (R31landings and w N/ 7.5, R311, 6) walking surfaces v�Handrails required (R31177 Handrail height co J V (R311.7.71 _ ntinuify, gdP size Staff R311.773) nvayillumination Special staR303.6, R311.78 -yL i( rways (R R30 8 ) z Ramp slope landings, handrails (R311. 1RDS (R312) ) /Required for ramps and open -sided surfaces stairs, fPening or/grade landings > (R312.1) 30"above ht - 36„(R3722) limitations (R312.3) SITEADDRESS 172and R378.1.1) / r�5y 0 (R319) ACCESSIBILITY (R320) Type" dwellin ELEVATORS/P g units applicable (R320.7) LATFORM LIFTS (R321) Referenced standards (R321.7 R321 3) FLOOD -RESIST CO Gene NSTRt1CT10N (R322) ral (R322.1) Hazard — eR309.3rR322.2 R322m nts (R301.24, 9n professi(R STORM SHELTERS onal 322.3.6J (R32 t General and referenced standard (R323 1 Cl! 1` '!NDATIONS(Chapter 4) MATERIALS (R402) Concrete foundation walls (R404:1.2) Nood foundations (R402.1) Nf`r"r Wall height, unbalanced backfill, nominal thickness (Tables R404.1.2(2) - Concrete, compressive strength (R402.2) R404.1.2(8), R404.1.5.2J FOOTING 403) oil bearing value (R401.4, R403.1) ooting width (see page 5) Footing edge thickness = 6" minimum; footing projection = 2" minimum, but <footing thickness (R403.1.1) Footings in SDC C or D (R403.1.2, R403.1.3 and R403.1.6.1) i Ns /' Depth below (outside) grade = 12" minimum; but below frost line except for frost pro- tected footings.(R403.1.4, R403.1.4.1 and R403.1.4.2) N 1A Sill plate bolting in concrete/masonry ='/2' di- ameter bolts, within 12" but not less than 7 bolt diameters from corner, 7" embedment (R403.1.6) 7e �' Footings adjacent to slopes (R403.1.7) /✓ iA Frost protected shallow foundations (R403.3) N �A Footings for precast concrete foundation (R403.4) /' rA Horizontal and vertical reinforcement size and spacing (Tables R404.1.2(1) - R404.1.2(8), R404.1.2.2, R404.1.2.3.7) Stay -in -place forms (R404.1.2.3.6.1) %y/� SDC C and D provisions (R404.1.2.4, R404.1.4) Height above finished grade (R404.1.6) /Vm fy (A Sill plate size (R404.3) Al LA Precast concrete foundation walls (R404.5) 1v +fA Drains required if habitable or usable spaces / are below grade* (R405) AN Soil class (Table R405.1) A✓ t/i Dampproofing if basements are below grade* (R406.1) i (� Waterproofing if high water table* (R406.2) * If uninhabitable, see Under -Floor Space (R408) COLUMNS (R407) N 1411� Protection from decay or corrosion (R407.1 and R407.2) FOUNDATION WALLS (R404 - R406) /V Structural requirements (R407.3) Masonry foundation walls (R404.1.1) /VV Anchorage (R407.3) Wall height, unbalanced backfill, nominal N IFa Wood columns (minimum 4" square) (R407.3) thickness (Tables R404.1.1(1) - R404.1.1(4), R404.1.5.1) Al 1-4 Steel columns minimum 3"diameter, Schad - Reinforcement size and spacing le 40�i�ej �R4s7 8,1 (Tables R404.1.1(2) - R404.1.1(4)j TABLE R403.1 MINIMUM WIDTH OF CONCRETE, PRECAST OR MASONRY FOOTINGS (inches? LOAD -BEARING VALUE OF SOIL s 1,500 2,000 3,000 > 4,000 Conventional li ht—frame construction ' 1-stor 12 12 12 12 2-story 1s 12 12 12 3-story 23 17 12 12 44nch brick veneer over light frame or 8-Inch hollow concrete In 1-sto 12 12 12 12 2-sto 21 1 16 12 12 3-story 32 24 16 12 8-inch solid or fuliv orouted mason 1-story 16 12 12 12 Z �_story 29 21 14 12 3 tory 42 32 21 16 For SI: 1 Inch = 26.4 mm, 1 pound per square foot = 0.0479 kPa a. Where minimum footing width is 12 inches, a single wythe of solid or fully grouted 12-inch nominal concrete masonry units is permitted. -5- �,UNDATIONS (cont'd.) UNDER -FLOOR SPACE (R408) Ventilation (R408.1 and R408.2) Unvented crawl space (R408.3) URI Access (R408.4) FLOORS (Chapter 5) WOOD JOISTS AND GIRDERS (R502) JV114 Species and grade (R502.1) N / Joists — Sleeping areas, LL = 30 psf [Table R502.3.1(1)] IV 14 Joists — Nonsleeping areas, LL = 40 psf [Table R502.3.1(2)] IV/4 /V /"Q /V (If Removal of debris (R408.5) Finished grade (R408.6) (R408.. Flood resistance (R408.7) PARTICLEBOARD UNDERLAYMENT (R503.3) Grade (R503.3.1) Thickness (R503.3.2) Installation [Table R602.3(1)] TREATED -WOOD FLOORS (ON GROUND) (R504) Cantilevered joists (fables R502.3.3(1) and Base course: 4" thick with maximum 3/4' R502.3.3(2)] gravel or Vz" crushed stone (R504.2.1) Girder spans and header spans for exterior Moisture barrier: placed over base course bearing walls (fable R502.5(1)j (R504.2.2) Girder spans and header spans for interior bearing walls [fable R502.5(2)] Materials (R504.3) !N/P, Joists under bearing partitions (R502.4) STEEL FLOOR FRAMING (R505) / V j Bearing (1.5" minimum on wood or metal; 3" on Cold -formed steel; applicability limits; in -line masonry or concrete) and lapped joists (3") framing (R505.1) / (R502.6, R502.6.1) / k � /� Structural framing (R505.2) Lateral restraint and bridging (R502.7, —r6rj- Material (R505.2.1) R502.7.1) Identification (R505.2.2) ! �'—t-�tSittltg-antin7tltc.hhtR"(f'S8z'S) P fA Fastening (R502.9) N (A Framing of openings (R502.10) Al lA Wood trusses (R502.11) JV / 19 Draftstopping (R502.12) LUMBER FLOOR SHEATHING (R503.1) Allowable span (Table R503.1) End joints (R503.1.1) WOOD STRUCTURAL PANEL SHEATHING (R503.2) Grade (R503.2.1) Thickness (R503.2.1) Allowable spans (fables R503.2.1.1(1) and R503.2.1.1(2)] Installation [fable 602.3(1)] Corrosion protection (R505.2.3) Fastening (R505.2.4) Floor construction (R505.3) CO�FLOORS (ON GROUND) (R506) 7Thickness: 31/2" minimum; Concrete strength (R506.1) Support: prepared subgrade; maximum earth fill = 8"; maximum sand or gravel fill = 24" 506.2.1) Base course: 4" graded with 2" maximum aggregate (R506.2.2) %/� Vapor retarder (R506.2.3) / N,f? Reinforcement support (R506.2.4) 0 Wj, CONSTRUCTION (Chapter 6) GENERA (R601) ✓/ Design (R601.2) Component and cladding wind loads / (Table R301.2(2)) Wv 1 r.Y 7Vapor retarders (R601.3) WOOD OD CQ` NSTRUCTION (R602) Construction (Figures R602.3(1) and R602.3(2)j Stud grade (R602.2) 1ti Exterior walls (R602.3) Stud spacing [R602.3.1, Table R602.3(5)] t 1A Interior load -bearing walls (R602.4) L�_ Interior nonbearing walls: 2" x 3" at 24" o.c. r✓�P or 2" x 4" flat at 16" o.c. (R602.5) Drilling and notching —studs (R602.6) %m✓S P Drilling and notching — top plate (R602.6.1) / 55 F Headers (Tables R502.5(1), R502.5(2), R602.7.2 and Figure R602.7.2J Fireblocking (R602.8, R302.11) Cripple walls (R602.9) Wall bracing, braced wall lines, lengths, connections, support and joints (R602.10, R602.10.1, R602.10.31 R60Z 10.6 - £ R602.10.8) N1jj4 I I able R602..10.1.2(1)J lrq Bracing based on SDC [Table R602.10.1.2(2)] Intermittent bracing methods (R602.10.2, Table R602.10.2) N I� Continuous sheathing (R602.10.4, R602.10.5) /t/ t�} Bracing for SDC C and D (R602.10.1.4.1, N R602.10.1.5, R602.11) +'� Wall bracing for stone and masonry veneer (R602.12) STEEL WALL FRAMING (R603) . General (R603.1) Structural framing (R603.2) -7- Material (R603.2.1) Identification (R603.2.2) Corrosion protection (R603.2.3) Fastening (R603.2.4) Wall construction (R603.3 - R603.5) Headers (R603.6) Studs, tracks and structural sheathing (R603.7 - R603.9) SHEATHING (R604 and R605) J Wood structural panels (R604) G Particleboard (R605) MASON ONSTRUCTION (R606 - R610) General design (R606) ADC C and D (R606.12) Unit masonry (R607) /Multiple wythe masonry (R608) Grouted masonry (R609) /74"/16 Glass unit masonry (R610) EXTERIOR CONCRETE WALL CONSTRUCTION (R611) Applicability (R611.2) Concrete wall systems (R611.3) Materials, construction details (R611.5 - R611.10) EXT�WINDOWS & DOORS (R612) General; window sills; performance; testing . and labeling (R612) STRUCTURAL INSULATED PANEL WALL CONSTRUCTION (R613) Applicability (R613.2) Materials (R613.3) Wall panels, construction details (R613.4 - R613.10) WALL COVERING (Chapter 7) INTERIOR WALL COVERING (R702) 1A Plaster material (R702.2) 4 Plaster support (R702.2.3) Y Gypsum board material (R702.3.1) WSP Gypsum board support, application and / fastening (R702.3.2 - R702.3.8) i/ Ceramic tile (R702.4) iV /A Other finishes (R702.5 and R702.6) EXTERIOR WALL COVERING (R703) r/ Water -resistive barrier (R703.2) Al /P Wood siding (R703.3) /✓ /r�} Attachment and minimum thickness (Table R703.4) Wo od shakes and shingles (R703.5) !/ Exterior plaster (R703.6) /✓ RK Stone & masonry veneer (R703.7 & Figure R703.7); Steel angle lintels-4" minimum C✓ bearing each end (R703.7.3) / - f Veneer ties: ##9 U.S. gage wire or #22 U.S. gage by 7/8" corrugated metal; 24" o.c. maximum horizontal spacing; 2.67 square feet maximum area supported (wind > 30 psf and SDC C or D; maximum area = 2 square feet) (R703.7.4.1) +" M ' Flashing (R703.7.5 and R703.8) Jam/ Exterior insulation and finish systems (R703.9) l /iq Fiber cement siding (R703.10) / A, Vinyl siding (R703.11) ROOF -CEILING CONSTRUCTION (Chapter 8) Ftv and R801.3) cladding wind loads (fable ROOF FRAMING (R802) Fire -retardant -treated wood (R802.1.3) Framing details (R802.3) �� Collar ties (4' o.c., in upper third of attic) (R802.3.1) Al Purlins (2" x 4" at 4' o.c. minimum) (Figure R802.5.1, R802.5.1) / 116 R Bearing (R802.6) 42 c Cutting and notching (R802.7) /'VSP Engineered wood products (R802.7.2) /1 i-" Lateral support and bridging (R802.8) S wf;' Framing of openings (RW2.9) Wood trusses (R802.10) Roof tie -down (R802.11) CEILING JOISTS [fables R802.4(1), R802.4(2)] Without attic storage, LL = 10psf With attic storage LL = 20psf Spacing Species Grade Span Size RAFTERS [Tables R802.5.1(1) - R802.5.1(8)] Ground snow load/LL = 20psf Controlling design (LL or snow) Ceiling not attached/ceiling attached Spacing Species Grade Span Size Hc/HR; Adjustment factor ROOF SHEATHING (R803.2) Trade Thickness TW allowable stresses/grading Allowable spans [fable R503.2.1.1(1)] J ly6 ? Installation (R803.2.3) 15:E ROOF -CEILING CONSTRUCTION (cont'd.) STEEL ROOF FRAMING (R804) General (R804.1) Structural framing (R804.2) N4Material (R804.2.1) Identification (R604.2.2) �_Corrosion protection (R804.2.3) Fastening (R804.2.4) Roof construction (R804.3) < Roof tie -down (R804.3.9) ROOF VENTILATION (R806) Ventilation requirements (R806.1 - R806.4) ATTIC ESS (R807) Access requirements (807.1) ROOF ASSEMBLIES (Chapter 9) ROOF,,C SIFICATION (R902) Roof covering materials (R902.1) WEATHER PROTECTION (R903) %o�5P Flashing (R903.2) Coping (R903.3) 4L% Roof drainage (R903.4) N 10- Hail exposure (R903.5) MATERIAI &(R904) L Compatibility; specifications; physical characteristics; identification (R904.2 - R904.4) REQUIREMENTS FOR ROOF COVERINGS (R905) Slate and slate -type shingles (R905.6) N iA Wood shingles (R905.7) A/ j,l Wood shakes (R905.8) %✓/W Built-up roofs (R905.9) Metal roof panels (R905.10) /- /+ Modified bitumen roofing (R905.11) % is Thermoset single -ply roofing (R905.12) Thermoplastic single -ply roofing (R905.13) Sprayed polyurethane foam roofing (R905.14) f Liquid -applied coatings (R905.15) ROOF INSULATION (R906) General (R906.1) /✓ 44 Asphalt shingles (R905.2) RFRnnFINr R90 D''(A Clay and concrete file (R905.3) Materials and methods (R9071) 4" /4 Metal roof shingles (R905.4) rf.¢ Mineral -surfaced roll roofing (R905.5) AStructural support (R907.2) //// Recover vs replace (R907.3) CHIMNEYS AND FIREPLACES (Chapter 10) MASONRY FIREPLACES (R1001) Construction (Figure R1001.1 and Table R1001.1) SDC D reinforcing/anchorage (R1001.3 and R1001.4) Firebox walls and dimensions (R1001.5 and R1001.6) Steel fireplace units (R1001.5.1) Lintel (noncombustible) (R1001.7). Hearth extension material (R1001.9) Hearth extension (R1001.10) f Fireplace clearance (R1001.11) Fireblocking (R1001.12) MASONRY CHIMNEYS (R1003) Construction (Table R1001.1, R1003.2, R1003.3, and Figure R1001.1) fJ Corbeling (R1003.5) 10111111 CHIMNEYS AND FIREPLACES (cont'd.) Changes in dimension (R1003.6) Chimney clearance (R1003.18) Additional load (R1003.8) Fireblocking (R1003.19) Termination (R1003.9) " Chimney crickets (R1003.20) Spark arrestors (R1003.9.1) FACTORY -BUILT FIREPLACES (R1004) Wall thickness; > 4" (R1003.10) I Listed and labeled (R1004.1) /+F e lining - material/installation (R1003.11 117 Installation (R1004.2) nd R1003.12)ltiple flues (R1003.13) FACTORY -BUILT CHIMNEYS (R1005) Flue area (appliance) (R1003.14) Flue area (masonry fireplace) (R1003.15) Inlet (R1003.16) Cleanout opening (R1003.17) Listed and labeled (R1005.1) Installation (R1005.3 and R1005.4) EXTERIOR AIR SUPPLY (R1006) P Intake size (R1006.2, R1006.4) ENERGY EFFICIENCY* (Chapt r 11) r/ Compliance; material and equipment wilding envelope (N1102) (N1101.2, N1101.3) Mechanical systems (N1103) Climate zone (Table N1101.2) 'See energy conservation plan review record MECHANICAL (Chapters 12-23) / 04'52'f Appliance labeling (M130Z M1303) cooling equipment; heating g load calculations (Chapter 14) Duct systems (Chapter 16) ✓`�% Chimney and vent location and terminations (Chapter 10 and Chapter 18) Boilers/water heaters %,' /.A Hydronic piping (Chapter2l) %✓ /-r Special piping and storage systems (Chapter22) f/ 46 Solar systems (Chapter23) Et/ ldf Combustion air (Chapter 17) , J // Penetrations of fire -resistance rated assem- blies (R302.4, R3.02.5) FUEL GAS (Chapter 24) Application (G2401.1) Clearances (G2409) General regulations (G2404) Electrical and electrical bonding (G2410, Appliance location (G2406) G2411) Air requirements (G2407) Pipe sizing (G2413) Installation (G2408) Piping materials (G2414) still FUEL GAS (cont'd) Piping installation (G2415 and G2419) �/^v-�/ !n Piping support (G2418 and G2424) l ! ' Valves, controls, connections (G2420, G2421 and G2422) Venting (G2426 G2429) Misc appliances (G2423, G2425, G2430 - / G2453) PLUMBING (Chapters 25-33) Water service location and depth (P2603, P2604) /Sanitary and storm sewer location and depth (P2603, P2604) " Pf Piping support (Table P2605.1) Listed plastic materials (P2608) Plumbing fixtures (Chapter 27) /rP-S� Water heater size and location (Chapter 28) // e'Water supply and distribution system design / and calculations (Chapter 29) r Dwelling unit fire sprinkler systems (P2904) NFPA 13D system (P2904.1) Sprinkler coverage (P2904.2.4) Piping materials (P2904.3) Flow rates (P2904.4.1, 7P2904.4.2) G( Water supply capacity (P2904.5.2) Pipe sizing (P2904.6) Drain, waste and vent pipe sizing and riser diagram (P3004, P3005, Chapter31) !� Sumps and ejectors (P3007) Backwater valves (P3008) Temperature rating /viR Fixture traps (P3201) (P2904.2.1, P2904.2.2) Storm drainage (Chapter33) Freezing protection P Penetrations of fire -resistance rated assem- (P2904.2.3) blies (R302.4, R302.5) ELECTRICAL (Chapters 34-43) Penetrations of fire -resistance rated assem- Wiring methods (Chapter38) blies (E3402.2) Required lighting and receptacle outlets ki'sted and labeled materials (E3403) (E3901, E3903) :rvice equipment and location (E3405, E3601, E3606) :rvice size and load calculations (E3602) e fault current (E3606) grounding (E3607) equired branch circuits (E3703) // Feeder requirements and load calculations (E3704) /NSP Ground -fault and arc -fault circuit -interrupter protection (E3902) Devices and lighting fixtures (Chapter40) / /-5f0 Appliance installation (Chapter41) Swimming pools (Chapter42) %`' / 4- Class 2 remote -control, signaling and power -lim- ited circuits (Chapter 43) MANUFACTURED HOUSING USED AS DWELLINGS (Appendix E) Provisions adopted (R102.5) A j Compliance with Appendix E verified -11- r' RADON CONTROL MEASURES (Appendix F) Provisions adopted (R102.5) Compliance with Appendix F verified SWIMMING POOLS, SPAS AND HOT TUBS (Appendix G) Provisions adopted (R102.5) Compliance with Appendix G vefifiec (Appendix H) Provisions adopted (R102.5) PRIVATE SEWAGE DISPOSAL r Provisions adopted (RI 0 .5) I EXISTI G BUILDINGSiAND S UCT Provisions adopted R102.5) ! with Appendix H verified Compliance Appendix I verified SOUND TR",$MISSION (Appendix K) J 1 s i Provisions adopted (R102.5) •'� Compile "e with Appendjx K verified HOME DA CHAR —R_3 OCCI I ANC'Y (®ply M) Provisions adopted (R102.5) Compliance with Appendix M verified -12- Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. RE: ml1324 - 70' Carlton Elev D MiTek USA, Inc. 6904 Parke East Blvd. Site Information: Tampa, FL 33610-4115 Customer Info: WYNNE BUILDING CORPORATIN Project Name: ml1324 Model: Lot/Block: Subdivision: Address: N/A City: ST LUCIE State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License M Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2010/TPI2007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 [All HeighII Wind Speed: 165 mph Roof Load: 32.0 psf Floor Load: N/A psf This package includes 25 individual, dated Truss Design Drawings and 0 Additional Drawings. �+ With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index she , t� conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. IS No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T7006033 A 4/201015 18 T7006050 JB 4/20/015 2 T7006034 Al 4/20/015 19 T7006051 JC 4/20/015 3 T7006035 A2 4/2 015 20 T7006052 KJS 4 01 i4 1T7006036 �A3 �4/20/015 �21 �T7006053 �KJ7 �4/20/015 5JT7006038 T7006037 A4 4/20/015 22 T7006054 KJA 4/20/015 6 A5 4120/015 23 T7006065 KJB 4/20/015 7T7006039 A6 4/20 015 24 T 7006056 MV2 4/20/015 8 T7006040 B 4/20/015 25 T7006057 MV4 41201015 9 T7006041 BH7 4/20/015 1 10 T7006042 GRA 4/20/015 11 T7006043 GRB 4/20/015 12 T7006044 GRC 4/20/015 13 T7006045 A 4/20/015 14 T7006046 J3 4/20/015 15 T7006047 J5 4120 016 16 I T7006048 J7 4/20/015 117IT7006049�JA 4120/015� 4/20/015 The truss drawing(s) referenced above have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2017. IMPORTANT NOTE: Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. �P° E N FCe92�s 9 80 *� ir 90: STATE OF :4o41J Al N FL Cert. 6634 April 20,2015 Albani, Thomas 1 of 1 Job I ruse cuss Type Ory Ply70' Carlton Elev D n00603a m11324 A COMMON 9 1 Jab Reference o floral Chambers Truss, Fort Pance, FL 213 11 4.00 12 4x6 = 3x8 = 4-7-0 4x4 = 3,43 = 2x3 4x6 = Scale = 1:60.8 LOADING(psf) SPACING- 2-0-0 CSL DEFL. In (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.30 14-15 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(LL) -0.61 14-15 >676 240 BCLL 0.0 • Rep Stress [nor YES WB 0.48 Horz(TL) 0.13 10 n/a n/a BCDL 5.0 Code FBC20lOrFPI20O7 (Matrix) Weight: 166 lb FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-5-6 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or E1-3 co bracing. WEBS 2x4 SP No.3 MITek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation Ouide. REACTIONS. (lb/size) 2=122110-8-0, 10=1221/0-8-0 Max Horz2— 223(LC 6) Max Uplift2=-787(LC 8), 10— 787(LC 8) FORCES. (lb)-Max.Comp./Max. Ten. -All forces 250(I1c) or less except when shown. TOP CHORD 2-3-2851/1613, 3-4-235011342, 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 NOTES- ````���5 1) Unbalanced roof live loads have been considered for this design. %� �P,_,,, A(e♦,, 2) Wind: ASCE 7-10; VuIt=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.OpsQ h=12fb B1i5ft; L=50ft; eave=6ft; Cat. II; %% Exit C; Encl., GCpl=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 ,���.. �.�� G E N S'•.♦� 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 per bottom chord live load nonconcurrenl with any other live loads. 3938 5) • This truss has been designed lot 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 wily fit between the bottom chord and any other members, with BCOL = 5.Ops1. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except Qt=lb) 2=78 y •f 10=787. �•� 7) "Semi -rigid pitchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. ;•O. ATE ♦�SS�ONA� � % FL Cert. 6634 April 20,2015 O WARNING - Verlrydeslgn paramelers and READ NOTES ON THIS AND INCLUDED MITEKREFERANCEPAGE Mll-74M rev. OY W015 BEFORE USE ■■■ Design valid for use onlywlth Mnek connectors. This design b based only upon Pafamelan shown, and is for an Individual twOdng component. Applicability of design parameters and proper Incorporation of component Is respopdbllity, of bulltling designer- not buss designer. Bracing sta ,h Is for lateral support of Indlvldual web members ody. Addlfional temporary bracing to Insure stabillty during construction Is the responsibility of the MiTek' erector. Additional Permanent bracing of the overall structure Is the responsibility of the burcinct designer. Forgeneral guidance regarding fabrlcallm quality control.storage, colvery. erection and tracing. consult ANSUPlt Quality Criteria,DSB-69 and BCSl Building Component 6904 Parke East Blvd. Safety Information avalable from Truss Rate Institute. 781 N. Lee street. Suite 31Z AleXandda, VA Y2314. Tampa, FL 33610 Job Truss Truss Type City Ply ]0' Conlon Elev D TT006034 nal IK4 Al SPECIAL 9 1 Job Reference (optional)_ Chambers Truss, Fort Pierce, FL 4cD F12 Sxb = 6.5.12 Scale=1:61.8 4x4 = 14 13 4xe c 2x3 II Sx12 = 2.00 F12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (too) Well Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.76 12 >539 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Ven(TL) -1.3012-13 >317 240 MT18HS 2441190 BCLL 0.0 • Rep Stress Incr YES WB 0.48 Horz(TL) 0.39 10 n/a Na BCDL 5.0 Code FBC2010/rP12007 (Matrix) Weight: 1581b FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudlns. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-0-1 oc bracing. WEBS 2x4 SP No.3 "Except' WEBS 1 Row at mldpl 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. (III/size) 2=1171/0-8-0, 10=117110-8-0 Max Hom 2=224(LC 7) Max Up1ift2=-837(1_C 8), 10=-837(LC 8) FORCES. (to) - 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— 1582/2548, 13-14-1582/2548, 13-15=1023/1828, 15-16=-1018/1832, 12-16=-1017/1840,10-12=-2876/4512 WEBS 3-13=-631/465, 5-13=-271/242, 6-13— 269/469, 6-12=-1740/2753, 7-12=-258/249, 9-12=-388/377 NOTES- s design.��\p,1) Unbalanced (��A 2) Wind: ASCEr7-10; Vuoot live oad65mphs have b(3- econd gust) Vastl een considered for I128mph; TCDL=4.2psf; BCD�3.OpsF h=121t; 8=4511; L=50ft; eave=flit; Cat. II; �% C), P'"" Exp C; Encl., GCpl=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 `��� �.�� G ENS*- I 3) All plates are MT20 plates unless otherwise Indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl 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 wide WIC fit between the bottom chord and any other members, with BCDL = 5.0psf. 6) Bearing at Jolnt(s) 10 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verily capackj of bearing surface. ATE .• 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100111 uplift at joint(s) except Qt=1b) 2=837,% 0. 10=837. ' A\'• T P � ��� 8) "Semi -rigid pltchbreaks including heels" Member end fixity model was used In the analysis and design of this truss. 0�' Q fi , O,\% SS,;ONA11111111 E��O• FL Cert. 6634 April 20,2015 Q WARNING -Verity design perametere and READ NOTES ON MISANO INCLUOEOM/TEKREFERANCEPAGEMII-7473 rev. 02/I6ROfS SEFOREUSE. ■■ ®� Design valid for use only with MOek connectors. This design Is based only upon parametemshown. and is for an Individual Wffding comPenenl. Appll oMiryofdestgnparametersandproper lncorporationolcomponert lsresponslWlltyofbulldn,designer -not herdeugner.&acirg sMwn +`�■ Is for lateral support of Indvidual web members only. Mcf(onal temporary bracing to Insure stability during construction Is the responsibility of the MiTek' erector. Additional permanent bracing of are, overall stnrcNre Is the responsibility of the buRdirxt designer. For general guidance regarding fabricator. quality control, storage, delivery, erection and bracing. commit ANSI/TPI I Quality CFlteda, DSB-89 and BC51 Building Component 6904 Parke East BHA, Safety Information avolloble from Ears Rate adilute. 781 N. Lee Shoat. butte 312. Alexandria VA 22314. Terms, FL 33610 Job Truss Truss Type Ply 7o'Cmhoe Ft.D MOMS m11324 A2 SPECIAL laty 1 1 I Jab Reference o Banal Chambers Tmss, Fart Pages, FL 7.uzvsmaral20i>muex1nausvrss,mc. Moahpre0i5,26. ezura age! ID:_MiGCA6bx7j2Syl HDXFw7ye3KX-rx:6yV W BN7Ki5bMicW2rJwTTgNAOnODpFJUmKgizOoDK 1 ]-8-0 13-7-8 1]-0-0 8-0-0 23.71.12 28-9.70 35-0-0 36-0 7-8-0 5-/1.8 3L8 -0 5-11-12 2-944 8-2-6 -0 Scale: &16'=1' 4.00 rl2 44 = 45 = 6 7 4x4 = 17 16 3x4 = 418 2x3 11 6x12 = 3x5 2.00 F12 LOADING (Pat) TCLL 20.0 TCDL 7.0 BCLL 0.0 • BCDL 5.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2010/TP12007 CSI. TC 0.86 BC 0.86 W B 0.70 (Matrix) DEFL. In poc) Well Ud Ven(LL) 0.76 13 >540 360 Ven(TL)-1.1911-13 >347 240 Horz(TL) 0.42 11 n/a Na PLATES GRIP MT20 244/190 MT18HS 244/190 Weight: 1681b FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-0-9 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at mldpl 8-14 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation oulde. REACTIONS. (lb/slze) 2=1171/0-8-0,11=1171/0-8.0 Max Horz2=218(LC 7) Max Uplh112=-837(LC 8), 11=-837(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 Qb) or less except when shown. TOP CHORD 2-3=-2746/1787, 3-4= 213211457, 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- A. 1) Unbalanced root live loads have been considered for this design. %%\ 2) Wind: ASCE 7-10; VUlt=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=451t; L=50ft; eave=61t; Cat. II; % 0\v` Exp C; Encl., GCpl=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 �� •.�\G E N 3) Provide adequate drainage to prevent water pending. A 4) All plates are MT20 plates unless otherwise Indicated. W 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrant with any other live loads. * .• 6)' This truss has been designed for a live toad of 20.0ps1 on the bottom chord In all areas where a rectangle 3.6-0 tall by 2-0-0 wide wil; fit between the bottom chord and any other members. 7) Bearing at joint(s)11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capacts of bearing surface. 0ATE 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except Qt=lb) 2=837, i�0� •,•,t,. 11=837. •• < O R ( 9) "Semi -rigid pitchbreaks Including heels' Member end fixity model was used in the analysis and design of this truss. �i!Sr4 r...... FL Cert. 6634 April 20,2015 ® WARNING -Verily design psdgi and HEAD NOTES ON THISAND INCLUDED WEN REFERANCEPAGEMIP7473 rev. 02/16P2OISBEFORE USE Design valid for use only w4h MBek connectors. firs design h based only upon OmameteFs shown, and is for on Individual balking component. Applicability of design parameters and proper incorporation of component Is rmFx,mlblllN of bullring designer -not lass designer. Bracing shown h far lateral support ofindMdual web membelsonly. AddllloridtemporarybracingtolmurestatAitydmhgconstmctlonlslhemsponslblllllyofihe MiTek' erector. Midland permanent bracing of the overall structure Is the respon9blllty of Ito budding designer. For general guidance regarding fabrication. quality cannot, storage. delivery, erection and brachg• consult ANSI/TPII Quality Criteria, DSO.69 and BCSI Building Component 6904 Parke East Blvd. Safety Information waDable from Tres Rate Institute, 761 N. Lee Sheet, Suite 312.Nexanlr a VA 22314. Torrya, FL 3361 D Job Truss Truss Type Cry Ply 70'Cohen ElevD T 006036 m11324 A3 SPECIAL i i Job Reference a tional Chambers Truss, Fort Pierce, FL 6 4.00 12 5x6 = 4x4 = 2720 Scale: 311611' 4x4 = 15 4,8 c 2x3 11 5x6 = 2.00712 8-0-1 13-741 20-0-0 23-11-12 35-0-0 e-0.1 5.7-7 6-0-8 3-11-12 11-0-0 Plate Offsets (X Y)-- f2:0-3-14 Edgel,f9:0-3-O,Edgel f10:0-5-2,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.76 VerhLL) 0.68 12 >605 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(TL) -1.1410-12 >363 240 SCLL 0.0 Rep Stress Incr YES W B 0.97 Horz(TL) 0.38 10 n/a Wa BCDL 5.0 Code FBC2010/TPI2007 (Matrix) Weight: 159 lb FT=O% LUMBER - TOP CHORD 2x4 SP M 30 DOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 or. purlins. BOT CHORD Rigid ceiling directly applied or 4-1-13 or. bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=117110-8-0, 10=1171/0-8-0 Max Horz2=194(LC 7) Max Uplifl2— 837(LC 8), 10=-B37(LC 8) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (to) or less except when shown. TOP CHORD 2-3=-2729/1771, 3-4= 2607/1786,4-5=-2104/1448,5-6=-2324/1632, 6-7=-2452/1671, 7-8=-4324/2787,8-9_ 4610/3102, 9-10=-4723/3088 BOT CHORD 2-15=-1575/2516, 14-15— 1575/2516, 13-14=-1128/1961, 12-13=-2458/4129, 10-12= 2848/4446 WEBS 4-14= 718/514, 5-13-272/588, 6-13=-306/516, 7-13=-2100/1327, 7-12=-939/1576, 8-12= 412/397 NOTES- 1111 j1{11111) Unbalanced have been Considered for this design.`--`r^�`P.S live ad165mph A. 2) Windt ASCE7-10; Vultroof (3 se and gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12f1; B=45ft; L=50ft; eave=611; Cat. II; ,���s '14sle" a Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 �% �`V` � •�,\ C' E N S �'•.'9�1� 3) Provide adequate drainage to prevent water pending. ,�� �� '` {�'�• 4) The solid section of the plate Is required to be placed over the splice line at jomt(s) 12. 5) Plate(s) atjoint(s)12 checked fora plus or minus 2 degree rotation about its center. O 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wiBL fit between the bottom chord and any other members. 8) Bearing at jolnt(s) 10 considers parallel to grain value using ANSI/1PI 1 angle to grain formula. Building designer should verify capaci% : f� of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except Qt=lb) 2=837, ��,� •,. �.< P ;\�,,� 10=837. O `s 10) "Semi -rigid pitchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. iti'l��p FL-Cert. 6634 April 20,2015 Q WARNING -Verify des/Sn poremefera and READ NOTES ON TNISANO INCLUDED MMEK REFERANCEPAGEMIh7473 rev. 02/1S2015 BEFORE USE. Desgn voild for use onlywlth Mnek connectors. Ns design Is basetl only upon parametemshown, and Is for an IndMtlual butdi g component. Applkabfllty of design paramatem and proper incorporalion of component Is responsiblInr of bullding designer -not tmss designer. Beading shown Is for lateral support of Individual web members only. Additional femporary Ixaci g to Insure slabOlN during construction is the resposWbflllly of the MiTek' erector. Additional no,"anent bracing of the overall shucWm h the respor-Ablllty of the building designer. Forgeneral guidance regarding fabrlcaflon, quality control, storage, delivery, enoo llon and homing. consult ANSI/TPI l Quality Criteria, DSE-89 and Best Building Component 6904 Parks East Blvd, Safety Informallon available from Truss Rate Institute. 78) N. fee Street. Suite 312, Alexantlda. VA 22314. Tompa, FL onto Job Truss Truss T7pe ary Ply TO -Cori Simi T]00603] m11324 A4 SPECIAL i 1 Job Reference o Lionel Chambers Truss, Fort Fleme, FL 7.GZG a m.. 27 _ •^ •' . ••— v,. P I0:_kfIGCA6bx7j2Sy1 H DXFw7ye3KX-j_EjwCDdfyypggr?eTln?uZO9_hHs3oYmoFRkwzOo01 1-0- 7743-0 V 13-05-4-0 -0 22-09-0-0 23-01-12 26-8-10 35-0-0 6-0 -0- -0 741-12 2-8-14 8-26 1-00 Scale = 1:62.9 4x8 Sx6 = 3x6 C 4.0052 4 5 6 2x3 II 5x12 = 2.WF12 LOADING (Pat) 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/rP12007 CSI. TC 0.85 BC 0.86 WB 0.99 (Matrix) DEFL. In Vag(LL) 0.70 Vert(TL) -1.14 Horz(TL) 0.38 (loc) I/defl ud 10 >590 360 8-10 >362 240 8 n/a n/a PLATES GRIP MT20 2441190 MT18HS 2441190 Weight: 1571b FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 -Except' TOP CHORD Structural wood sheathing directly applied. 4-5: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 41-3 oc bracing. BOT CHORD 2x4 SP M 30 MITek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be Installed during truss erection, in accordance with Stabilizer Installation aulde. REACTIONS. (lb/size) 2=1171/0-8-0, 8=1171/0-8-0 Max Harz 2=170(LC 7) Max Uplifl2=-837(LC 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=-4297/2756, 7-8=-4794/3146 BOT CHORD 2-13=1570/2517, 12-13=-l570/2517, 11-02=-1195/2039, 10-11=-2412/4080, 8-10-289714519 WEBS 3-12_ 626/420,4-11=-616/1112,5-11=-266/557,6-11=-1556/940, 6-10=-980/1602, 7-10=-527/494 NOTES- 11{11 I11 IfI1) Unbalanced ff 2) Windt rconsideredoof live loads have been ASCE7-10; Vuli 65mph (3 secondgust) Vasc1I128mph; TCDL=4.2psh BCDL=3.Opsf; h=12ft; B=45ft; L=50111; eave=6ft; Cat. II; Exto C; Encl., GCpl=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 ,�� �\;,.• C • •N 3) Provide adequate drainage to prevent water pending. ���`r: •�,\ S •• --�1 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcument With any other live loads. 3938 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 wit * 1• fit between the bottom chord and any other members. 7) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacit of beading surface. •�� 8) Provide mechanical connection (by others) of truss to beadng plate capable of withstanding 1001b uplift at joint(s) except at —lb) 2=837G� O.• ATE 8=837. 9 'Seml-rigid pitchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss.41 �� ••0 R I P • �, FL Cert. 6634 April 20,2015 A WARNING -Verily design pemmetersend READ NOTES ON THISAND INCLUDED MREKREFERANLEPAGEMII.747J rev. OV16/2015 BEFORE USE. ■■ Design valid for use only with Mffek connectors. lints design N based only upon paametersshown, and Is for an Individual bulletin, component. Applicability of design parameters and (proper Incorporation of component h resrwnslbllity of Wldhg designer - not truss designer. Bracing shown Is for lateral support of lndlVidual web members only. Additional temporary brackg to Insure stabhry during construction is the responslbllllty of the MiTek' erector. Addlllonal permanent bracing fabdoetloo, quality control. storage, delivery, of the overall structure Is the fesponstullly of the building designer. For general guidance regarding erection and bracing. consult ANSIRPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parka East 81,rd. Safety Information available from Truss Rate Factors, 781 N. Ise Street Suite 312, Alexandria. VA 22314. Tempe, FL 33610 Job Truss Truss Type Oty Ply 70'Camon EleiD T]006038 m11324 As SPECIAL 1 1 Job Reference o tional Chambers Truss, Pon Pierce, FL 4.00 F172 4xR = 13 6.11-10 ID:_MiGCA6bx7j2Syl HDXFw7ye3KX-BBo58YEGOF49SPOB 3x4 = 3x4 6x6 - 2.00 12 4x5 = 14 6 y a Scale= 1:62.9 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vart (LL) 0.74 10 >555 360 MT20 244/100 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(TL)-1.2110-11 >341 240 MT18HS 2441190 BCLL 0.0 ' Rep Stress [nor YES WB 0.72 Horz(TL) 0.39 8 n/a n1a BCDL 5.0 Code FBC2010/TP12007 (Matrix) Weight: 1511b 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 oulde. REACTIONS. (lb/size) 2=1171/0-8-0, 8=1171/0-8-0 Max Harz 2=146(LC 7) Max Up1ift2= 837(LC 8), 8=-837(LC 8) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2.3=-2691/1791, 3-4— 2368/1605, 4-13=-2371/1648, 5-13=-2370/1648, 5-14=-4103/2666, 6-14=-4103/2666,6-7=-4353/2795, 7-8=-4790/3131 BOT CHORD 2-12=-1581/2480, 11-12=-1307/2219, 10-11=-2041/3253, 8-10=-2881/4516 WEBS 3-12=-400/355, 4-12=-171/351, 4-11=-181/348, 5-11— 1096/784, 5-10= 444/964, 6-10= 748/1211, 7-10=-466/436 NOTES- 1) Unbalanced root live loads have been considered for this design. %J1r t 11111111 ��/ 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12tt; B=45fC L=50ft; eave=61l; Cat. II; \\\ S A. Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 ♦♦♦\�-- Ft�� p,q� �/� 3) Provide adequate drainage to prevent water pending. ♦ Q\V, •'�� B 4) All plates are MT20 plates unless otherwise indicated. ♦♦ �..�\G E N S'••.9 5) This truss has been designed for a 10.0 list bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by2-0-0 wide wily 3938 fit between the bottom chord and any other members. 7) Bearing at jolm(s) 8 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capaclly of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift at joint(s) except Qt=11o) 2=83�z 8=837. ATE 9) "Semi -rigid pitchbreaks Including heels" Member end fixity model was used In the analysis and design of this truss. ,�,�� A, V, 14, O R , O ;ONA111111 ��\♦� FL Cert. 6634 April 20,2015 ® WARNING. AnIfyCeslgeParameters andREADNOTESONTHISANDINCLUDED MREKREFERANCEPAGEMII.7473re,..0PH6/T015SEFOREUSE. ■■■ Design volW for use onlywlth MDek connectors. This design is based only upon parameters shown. and Is for an Individual bu0dhg component AppicabOny of cosion paramrseteantl proper Nry coorallon of component Is respcnslbllity of bg ulldi designer -not huss designer. Bracing shown Is for lateral support of Individual web members only. Addltlonai temporary, bracing to Insure stability doing construction Is the responsibility of the MiTek erector. Additional permanent bracing of the overall structure fir the responsbillty of the building designer. Forgeneral guidance regarding fabrication, quallly control, storage. delivery, erection and bracing, consult ANSVTPl1 Quality Criteria, DSB-89 and BC51 Building Component 69M Parke East BNE. Safety Information avallabie from Truss Rafe Institute, 781 N. We Street Wile 312, Alexantlria. VA 22314. Turnips, FL 3W10 Job Truss Truss Type Oty ply TO'Cerkon ElevD TT006039 m11324 As HIP i 1 Job Refererme o Donal Chambers Truss, Fort Pierce, FL Scale = 1:61.8 4.00 F12 Axe = 2x3 11 Ass = 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 Coale FBC2010/7PI2007 CSL TC 0.85 BC 0.71 W B 0.32 (Matrix) DEFL in (too) Well L/d Vert(ILL) 0.68 10-12 >373 360 Vell(fL)-0.9110-12 >278 240 Horz(TL) 0.11 8 n/a rJa PLATES GRIP MT20 244/190 Weight: 1421b FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-9-3 oc bracing. WEBS 2x4 SP No.3 MITek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation culde. 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 Up1if12=-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. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2024/1307, 3-16= 2314/1627, 16-17=-2314/1627, 4-17=-2314/1627, 4-5=-2314/1627, 5-6=-2314/1627,6-18=-2314/1627,18-19-2314/1627, 7-19=-2314/1627, 7-8=-2288/1477 BOT CHORD 2-15=-1106/1837, 14-15=-1103/1838, 13-14=-1103/1838, 12-13=-1427/2314, 11-12=-1269/2096,10-11=-1269/2096,8-10=-126812087 WEBS 3-13=-387/829, 4-13— 462/352, 6-12-254/217, 7-12=-179/405,7-10=-20/296 NOTES- \\\\ 1) Unbalanced roof live loads have been considered for this design. =451t; L=50I1; gae=5f; Cat. II;2) Wind: ASCE 7-10; Vu11=765mph (3-second gust) Vasd=128mph; TCDL=.2psf; BCDL3.Opsi; h=12ft; 8 --nn P GAbe �� ���� '1 Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 `���; '�,� SF--,--L 0 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 list bottom chord live load nonconcurrent with any other live loads. 3938 5) ` This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2.0-0 wide wilt fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100111 uplift at joint(s) except Qt=lb) 2=712= :r¢ 13=205, a=757. . (V 7) "Semi -rigid pltchbreaks Including heels" Member end fixity model was used In the analysis and design of this truss. O . ATE ` A,�R O10P:�Z,.` �Is A sS,ON, FL Cart. 6634 April 20,2016 A WARNING. Verify design parameters andREAD NOTES ON THISAND INCLUDED MmElfREFERANCE PAGE 1,01-74" M 02116GOISBEFOREUSE ■■■ Design valki for use oniywlih MRek connectors. this design is based only upon parameters Grown, and Is for an IndMdual balding component. Appikab0ity, of design parameters anal proper Incorporator, of component Is responsibility of bulldirxl designer - not fuss designer. trader, shown Is far lateral supped of indNidual web members only. Additional temporarybracing to Insure stablRy during construcllon Is the respons 1,1111y of five MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fobdcation quality control. storage, delivery, erection and bracng, consult ANSI/TPI I Duality CAladc, DSB-69 and BCSI Building Component 6904 Parka Seat BAN. Safety Information available from Truss Rate institute, 781 N. Lee Street Suite 312. Alexandria. VA 2231A. Tamp., FL 33610 Job Truss Truss Type Dty Ply 70' Carhon Elev D T]6gfigbg m11324 B COMMON 3 1 Job Reference a tional Chembees Truss, Fort Pierce, FL ].620a Mer 2]2015 MRek Indusines, Inc. Mon Apr 2015:26:382016 Peg.1 ID:_MiGCA6bx7j2Syl HDXFw7ye3KX-BZvrZDFWytKNh7aadcRUdWBhMBuY3eq7SmU5LFzOoOF -1-0-0 6.11-0 13-10-0 1-0-0 6-11-0 6-11-0 4x4 = mil 3x4 = Scale = 1:24.6 3x4 = 1� 6.1 16-11-0 - LOADING(pst) SPACING- 2-0-0 CSI. DEFL. in (too) f/defl Lid PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.21 Ved(LL) 0.05 5-8 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.18 Veri -0.07 5-8 >999 240 BCLL 0.0 ' Rep Stress [nor YES WB 0.08 HorzCFQ 0.01 4 n/a Na BCDL 5.0 Code FBC2010/TP12007 (Matdx-M) Weight: 47 lb FT=O% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M30 WEBS 2x4 SP No.3 REACTIONS. (ib/size) 4=442/0-8-0, 2=49810-8-0 Max Horz2=93(LC 7) Max Uplift4_ 294(LC 8), 2=-375(LC 8) 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 oc purling. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind; ASCE 7-10; Vuit=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psh h=12ft; B=45ft; L=50ft; eave=6ft; Cat. 11; Exp C; Encl., GCpl=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) This tugs has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.0psi on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ,%%j i 11 il+ fit between the bottom chord and any other 5) Provide mechanical connection (by others) oftruss to beating plate capable of withstanding 1001b uplift atjoint(s) except jt=lb) 4=294, Is p,S A. ....E 6) Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. N M se *: :ram ATE :��/ R �NAIE%%`10, 'nnmH�` is FL Cert. 663 April 20,2015 ,& WARNING -Verify design pemmefers and READ NOTES ON THIS AND INCLUOEO MITEKREFERANCE PAGE MIF7473 rev. 02/15/2015 BEFORE USE. Design vald for use ordywllh MBek connectors. iNsdeslgn is based only upon parametersshown, and is for an lndMidwl bWtling component �V Applicability of design parametersand proper Brcotpaailon of component Is resporusblll}y, of bullaing designer- not hugs shown designer. Brachv Is for lateral support of lna[vklual web members Dory. Additional temporary bracing to Insure stability during construction is the respondb0111y of the MiTek' erector. Addlllorlal permanent bracing of the overall gniClare is the responslbllity of the building designer. For general guldance fegarding fabricallon, gwllly carried. storage, delivery, erection and bracing, consult ANSIITPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke Eest Blvd. Safety Information wailable from Truss Rate Institute, 781 N. Lee Street. Suite 312, AlexondAa. VA 22314. Tempe, FL 33610 Job Truss Truss Type Oty Ply 70' Carhon Elev D T7006041 m11324 BHT BOSTON HIP 1 i Job Reference (optional) Chmrben Truss, Fort Pierce, FL r - sl zr - nn IFI-1-4- - Pl as ­<o.o..o,o 'Is' , ID_kfiGCA6bx7j2Sy1HDXFW7ye3KX.cmTDmZGejASEJH9mtJy19kjndbApo?wehODtthzOoOE 156-0 21-6.0 LIo T7a1 0 I Pz6I 1a6I ?Ao�0�si-co bbI za60 121s�ail >2a6—I 2za1 2&0 I 3T5-o-36aq -ao Scale: 3/1611' must be braced by end jacks, imgm, or properly connected 4x6 = 3x8 = 3x4 = 4x6 = LOADING(pst) TOLL 20.0 TOOL 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/rP12007 CST. TC 0.56 BC 0.43 WB 0.47 (Matrix) DEFL. Vert(-L) Verl(TL) Hcrz(TL) in (loc) Weil L/d 0.47 32-33 >872 360 -0.6432-33 >648 240 0.14 28 n/a Na PLATES GRIP MT20 244/190 Weight: 208 lb FT=O% LUMBER- BRACING - TOP CHORD 2X4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-0-13 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid calling 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. (lb/size) 2=1171/0-8-0, 28=117110-8-0 Max Horz2=223(LC 7) Max Upllft2=-837(LC 8), 28=-837(LC 8) FORCES. (to) - Max. Comp./Max. Ten. -All forces 250 (lb) 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=-971/654, 9-12-957/688, 12-14=-9581730, 14-16=-9581730, 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— 192211423, 5-7-1926/1427, 7-10-1926/1427, 10-11=-1926/1427, 11-13=-1926/1427, 13-15=-1926/1427,15-17=-1926/1427,17-18=-1926/1427,18-20-1919/1424, 20-21=-1919/1424, 21-23— 1919/1424,23-25-1919/1424,25-27=-1915/1420 BOTCHORD 2-35-1620/2593,34-35=-1626/2581,33-34=-1626/2581, 32-33=-1787/2835, ,,,IIIIrtIItr6j WEBS 3' 3=-175/3 35188-33=3459/465,/278228172/309,14-15=274/363 ♦�.%`�NS A. 1ZS,s, NOTES- :♦%.'.� G E N S' •., qA 1) Unbalanced roof live leads have been considered for this design. --,—r 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2ps1; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft eave=6ft; Cat. Ih 3938 Exp C; Encl., GCpl=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are 2x3 MT20 unless otherwise Indicated. 5) This truss has been designed for a 10.0 psi bottom chard live load nonconcurrent with any other live loads. ' O •• ATE : �� 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. A, 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at Joint(s) except Qt=lb) 2=837, ����'•, < fi 28=837. ,, ss •• ... 1:1 8) "Serni-irgid ls" Member end fixit esi n of this truss. 9) Graphical purl nhbreaks represelncluding ntation does enot depict the size or he orientation of model was used Ithethe puffinlysis and along thedtop and/or bottom chord. �1//,'� N AI ���` FL Cert. 6634 April 20,2015 ® WARNING -Verify design parameters and FEAO NOTES ON TNISANO INCLUDED MIFEKREFERANCEPAGEMIh7473 rev. OWM016 BEFORE USE. Design valid for use only with MHek connectors. 1I design is based only upon parametemshovm.and is for an lndMdual building component. �• Appikab9liy of design parameters and proper Incolporaflon of competent b responsldllty of trillding designer -not lass designer. &acing shown Is for lateral suppon oflndNldual web members only. Motional temporary bracing to Insure stabillty during construction is the responsibilliry, of the MiTek• erector. Additional permanent bracing of the overall structure Is the responsiblllty, of the building designer. For general guidance recording fobdcotlon, quality control, storage, delivery, erection and bracing, consult ANSUTPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information arguable from Truss Rate Institute. 781 N. We Street. Sulte 312 Alexandria, VA 22314. Tama. FL 33810 Job Trues Truss Type Oty Ply ]o'Carhon ElevD T]OD6042 m11324 GRA SPECIAL 1 i Job Reference (optional) Chambers Truss, Felt Pierce, FL 2.37 F12 4x4 = 4XIO = 4x4 = ESRU1d 2x3 11 3x4 = 3x4 = 2x3 II 3x4 = LOADING(pst) SPACING- 2-0-0 CSI. DEFL. in (too) I/dell L/d TOLL 20.0 Plate GNP DOL 1.25 TC 0.18 VerdLL) 0.06 11 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.29 Vert(fL) -0.10 10 >999 240 BOLL 0.0 ' Rep Stress [nor NO WB 0.06 HOrz(TL) 0.03 7 n/a Na BCDL 5.0 Code FBC2010/rP12007 (Matrix-M) LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=701/0-8-0, 7=701/0-8-0 Max Horz2=65(LC 24) Max Upllft2— 523(LC 8), 7=-523(LC 8) Max Grav2=720(LC 17), 7=720(LC 18) Scale = 1:27.4 3x4 = PLATES GRIP MT20 244/190 Weight: 58lb FT=O% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-11-1 oc puffins. BOT CHORD Rigid calling 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 gulde. FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) 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=-1494/118t,5-22=-1511/1196,6-22=-1529/1218, 6-7=-1503/1122 BOT CHORD 2-12=-1116/1395, 12-23=-1108/1395, 11-23=-1108/1395, 10-11=-1210/1494, 10-24=-1059/1395, 9-24=-1059/1395, 7-9=-1069/1395 NOTES- 1) Unbalanced roof live loads have been considered for this design./111111/ 2) Wind: AE1; gust) lriD o3.Opsf; h=12fh B=45ft L=501t; eave=61l; Cat. II; Exp CEnc, GCpi=O.18MWFRS(d (directional); LumberDOLP1.60 pllat p DOL=`,,`���PS A, A�� ♦9 '3) Provide adequate drainage to prevent water pending. ��� O�•' G E N 4) This truss has been designed for a 10.0 lost bottom chord live load nonconcurrent with any other live loads. �` 3 ••'•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 bearing plate capable of withstanding 1001b uplift at Joint($) except Qt=1b) 2=523y * .' 7=523. 7) "Semi -rigid pitchbreaks Including heels' Member end fixity model was used In the analysis and design of this truss. - 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)128lb down and 114 He up at 4-18 123 lb don and 124 In up at 5.0-0, 130 lb down and 146 lb up at 5-7-3, 124lb down and 1291b up at 5-11-0, 1241b down and 1291?. ATE up at 7-11-0. 130lb down and 146 lb up at 8-2-13, and 1231b down and 124 lb up at 8-10-0, and 1281b tlown and 139 lb up at 9-8-8 1♦O�•, down atchord, 7-111-0, 3361b do n at 8-2-13, nd 18 b d wn andy15 b uu latl 8-10.0, and 16 todownand 7lb up at 19-8-8 on bottom chord. ♦♦♦�i4' FI `O •• �%\ 9) Inhthe LOAD$election of such CASE(S) section,,loadstlon appllied to the face of ts the he truss)arefnoted as front (F) or back (B). ♦♦♦f..s10 N M �,`0" LOAD CASES) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 FL Cert. 6634 April 20,2015 WARNING- Verlfydesignparameters and FUADNOTE$ ON THS AND INCLUDED MIIEKREFENANCEPAGEMII.7473rev. 02/hY2015BEFOREUSE. ■■ Design valid for use oNywith MBek connectors. lNs design k based only upon parometersshown, and Is for an Individual building component. Applicab Ily of design parometers and proper Ncorpaation orcomponenl Is resporomily of bulltling designer - not tma designer. Bracing shown Is for lateral support or lndivklual web members only. AddltlonailemporarybraclWtoln�eslaNltydWngeonstmfionlsfheresporWbllllyofthe MiTek' erector. Additional permanent bracing of the overall structure Is line responsibility of the building designer. For general guidance regarding fatAcallon. aurally control. Storage, delivery, erection and bracing, consult ANSI17P1I Quality Criteria, DSB-a9 and SCSI Building Component 004 Parke East Blvd, Safety Information avallabie from Truss Hate Insulate. 781 N. Lee Sheer, Suite 312 Alexandra. VA 22314. Tenrya, FL 33610 Job Truss Truss Type City Ply 70' Canon Slav D TTDD6042 m11324 GRA SPECIAL 1 t Jab Reference (optional)_ Chambers Truss, For Pierce, FL ID:_MiGCA6bx7j2Syl HDXFW7ye3KK-VBb_BFIO FoiyZbJ9_ILBF9pC40tbG0gR8kimyZzOoOC LOAD CASE(S) Standard Uniform Loads (pif) 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(B) 4= 64(B) 5-64(B) 6=7(B) 12= 6(B) 11= 35(B) 10=-35(6) 9-6(B) 19=-28(B) 20= 60(B) 21= 60(B) 22=-28(S) 23=-18(B) 24= 18(B) ®WARNING - Vadlydes/gn parametersendREADNOTESONMISANDINCLUDEDAATEKREFERANCEPAGEMIFT47Srev.0svrw0f5BEFOREUse R Deslgn valid for use only v4th MUek connectors. Ns design h based only upon paramer-nR*vnand is for an Individual binding component. Applk:abYityofd"gnparametersond proper lncogwrollonofcomponent hresponslblllly ofbullding dessiner-not inodesigner. Bracing shown ■ Is for, lateral support of Individual web members only. Additional temporary br=I g to moure stability during construction Is the responslbiillty of the MiTeK erector. Additional permanent bradmg of the overall stwChure Is the rmloonslbllity of the bu0ding designer. For general guidance regarding fabdca0on. quality control. storage. delivery, ereation and bracing. consult ANSIAPI I Quality Criteria,DSS-89 and BCSI Building Component 6904 Palos East Blvd. Safely Information avatable from Thus Plate Institute, 781 N. Lee Streef, Suite 312, Alexandra. VA 22314. Tamps. FL 33610 Job Truss Truss Type Illy ply 70' CBThon Elev D 7]006043 m11324 GRID SPECIAL 1 1 Job Reference a floral Chambara Truss, Fort Pierce, FL '62Ua mar t/2V1 a Mt l as l nausules, Inc. Man AprzU 1>:Z0:9Z 2ui>Fagel 1D:_KCCA6bx7j2Syl HDXFw7ye3KX-OL9MObl105gpAkuLYRVOnMLJXoDJ7NiaNOSJUOzOoOB 1-0- 5-0-0 10-3-0 15fi-0 21-6-0 26.2-D 28-1-0 35-0-0 36-0 oc 5-0-0 6-3-0 5-3-0 6-0-01-1/-0 6-11-0 4.00 F12 48= 3x4 = 3x6 = 2x3 11 2x3 II 40 4x4 = Scale: 3/16-l' '- 36 37 -- 36 16 39 5x6 = 42 'ra 3x4 = 2x3 3x4 = 3x6 = 3x4 =3x6 = 3x4 = 3x4 = LOADING (Pat) SPACING- 2-0-0 CSL I DEFL. in goo) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(L-) 0.11 17-18 >999 360 MT20 244/190 TCOL 7.0 Lumber DOL 1.25 8C 0.32 Vert(TL)-0.1517-18 >999 240 BCLL 0.0 ` Rep Stress Incr NO W B 0.43 Horz(TL) 0.03 15 n/a n/a BCDL 5.0 Code FBC2010/TP12007 Matrix-M) Weight: 146111 FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-10-6 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at mldpt 4-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installationifulde. REACTIONS. All bearings 0-8-0. gb) - Max Harz 2=96(LC 7) Max Uplift All uplift 100 lb or less at joint(s) except 2=-546(LC 8), 15=-35(LC 8), 14=-542(LC 8), 10= 389(LC 25) Max Grav All reactions 250 lb or less at joint(s) except 2=733(LC 17), 15=1189(LC 1), 14=801(LC 1), 10=470(LC 14) FORCES. (III) -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=-288/511, 3132=-288/511, 32-33=-288/511, 7-33=-288/511, 7.34=-288/511, 34-35= 288/511,8-35=-288/511, 8-9=-535/483, 9-10_ 924/624 "111Il BOT CHORD 16 389 838/1272, 16-399 38/ 272, 39 409 838 1272, 15 409 38/ 172,7-38=-838/1272, ,B PS A- 15-41=-511/412, 41-42=-511/412, 42-43=-511/412, 1443=-511/412, 13-14=-452/515, ♦♦ O •' �, E PJ 12-13= 452/515, 10-12=-685/1021 ♦ `r •�,\ `S •• _9 Tom' WEBS 3-18=0/257, 4-17=0/292, 4-15=-1854/1286, 6-15=-503/480, 7-14=-430/408,' 8-14=-857/572 * : 3933 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vull=165mph (3-second gust) Vasd=128mph; TCDL=4.2pst; BCDL=3.0psf, h=12ft; B=451t; L=50ft; eave=6fC Cal. Ir_ Exp O; End,, GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 O. ATE 3) Provide adequate drainage to prevent water ponding. T 4) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. '0 �� • , C O R riV .- \��♦ 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 **i �% fit between the bottom chord and any other members. ,/// SRO �fL�� A` ��, 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 546111 uplift at joint 2, 835 lb uplift at Joint 15 /� , 542 Ib uplift at joint 14 and 389 lb uplift at joint 10. 7) "Semi -rigid pitchbreaks Including heels" Member end fixity model was used In the analysis and design of this truss. FL Cert. 6634 April 20,2015 0 WARNING-Verltydes190 parameters and READ NOTES ON MIS AND INCLUDED MITEKREFERANCEPAGEMIi,7473 rev. 01/1112015 BEFORE USE Design valkf foruae onlywith Mllekconnectors. INsdesign 51basedonlyupon pammetersshownandbfcr anlndlNdual building component. Applicability of design parameters and proper Incorporation of component B responsldllty of Wlldhg designer - not from deslgnw. Bracing shown Is for lateral suppod of Individual web members only. AcIc tiorwl temporary bracing to Imura slabIlly during conattuction Is the respon4bYllty of fire MiTek' erector. Mclilional permanent bracing of tr , overall structure Is fro responsibnty of the Wilting designer. For general guldcr c regarding fabricatloru quality control, storage, delivery. election arW bracing, consult ANSUTPII Quality Cdterla, DSB-S9 and SCSI Building Component 6904 Parke East Blvd. Safety Informallon avallable from Truss Rate Institute. 781 N. Lee Street. Wife 312, Alexandria, VA 22314. Tampa, FL 3361 D Job Truss I tuss Type Oty Fly 7D' Certlon Elev D •m11324 70D6043 GRB SPECIAL 1 i Job Reference o tional Chambers Tmss, red Pierce, FL 7.620 a MaY2t Zola M116K lnaYealee, Ina. Mon Hpr2V 1SZo:9zzalo rage ID_kf(GCA6bx7j2Syl HDXFw7ye3KX-OL9MOb1l05gpAkuLVRVOnMLJXoDJ?NlaNOSJUOzOoOB NOTES- 8) Hanger(s) or other connection devlce(s) shall be provided sufficient to support concentrated load (a) 289 Ito down and 341 lb up at 5-0-0, 1241b down and 129 Ib up at 7-0-12, 1241b down and 129 Ib up at 9-0-12, 124.Ib down and 129 lb up at 11-0-12, 124 Ib down and 129 Ib up at 13-0-12, 1241b down and 1291b up at 15-0-12, 1241b down and 129 Ib up at 17-0-12, and 124lb down and 129 Ib up at 19-0-12, and 124 Ib down and 129111 up at 21-1-4 on top chord, and 83Ib down at 5-0-0, 39 lb down at 7-0-12, 39 lb down at 9-0-12, 39 lb down at 11.0-12, 39 Ito down at 13-0-12, 39111 down at 15-0-12, 39 lb down at 17-0-12, and 39 lb down at 19-0-12, and 39 Ito down at 21-1-4 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plt) Vert: 1-3=-54, 3-8=-54, 8-9= 54, 9-11= 54, 19-22=-10 Concentrated Loads (lb) Vert: 3— 160(F) 18=-45(F) 25=£0(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(1`) 39= 13(F) 40=-13(F) 41-13(F) 42=-13(F) 43=-13(F) WARNING. Vaaryde.1, parameter. and READ NOTES ON THIS AND INCLUDED MR'EKREFERANCE PAGEMII-T4T3 rev. DZHNZUIS aEFOREUSE. Design vdU for use onlywith MiTek connectors. this design is based only upon parameters shown, and Is for an hallNdual bu]ding component. Appreabnly of design parameters and proper IncoporaBon ofcomponent B re,ans lily of bulldirg designer- not truss designer. gracing shown Is for lateral support of lrWlvMwl web members only. Additional temporary bracing to Insure stabllily during conshuctlon is the respontlblltty, of the MiTek' erector. Addlllonal permanent bracing of the overall stmclure is the responYbllOy, of the Wiring designer. For general guidance regarding tabticotlon, quarry control, storage, delivery, erection and bracing, consult ANSIIIPI I Quality Criteria, DSB-89 antl BCSI Building Component 6904 Parke East BNtl, Safely Information available from Truss Rate Institute, 781 N. Lee Street. Sulle 312. Alexandda, VA 22314, Tamga, FL 33610 Job Truss Truss Type Gty Ply 70' Cotton Elev 0 006044 m11324 GRC HIP 1 1 Job Reference o tional Chambers Truss, Fort Pleme, FL 4.00 12 5x8 = 2.3 I LOADING (pat) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TODL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr NO BCDL 5.0 Code FBC2010/rP12007 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 4-13: 2x6 SP No.2, 6-13: 2x4 SP M 30 OTHERS 2x4 SP No.3 3.6 II 5x6 wa= 3x6 = 6x10 = rsmarzr¢via,nine gmo. ID:_MiGCA6bz7j2Sy1 ylHHDXFw7ye3KX-yjH6pH HKHYKHYj5X0: Sx8 = 3x4 = 4x6 = 4x8 = Scale = 1:61.8 CSI. BEFL. In (too) Udell Utl in Udell PLATES GRIP TC 0.94 Verl(LL) >965 360 MT20 2441190 BC 0.60 Verl(TL) -0.3810-12 >669 240 WB 0.71 Horz(TL) 0.10 8 Na rl/a (Matrix) Weight: 155111 FT=O% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-9-3 oc puffins. BOT CHORD Rigid ceiling directly applied or 5-3-9 oc bracing. WEBS 1Row at indict 3-13,6-13 MITek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation oulde. REACTIONS. (lb/size) 2=445/0-8-0, 13=2650/0-8-0, 8=1037/0-8-0 Max Horz 2=-84(LC 6) Max Uplift2=-430(LC 8), 13=-2294(LC 6), 8=-942(LC 8) Max Grav2=539(LC 19), 13=3139(LC 2), 8=1234g C 20) FORCES. glo) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=869/566, 3-16=-1085/1586, 16-17=-1085/1587, 17-18=-1085/1587, 18-19— 1085/1587,4-19=-108511587,4-20=-1085/1587, 5-20=-1085/1587, 5-21 =-1 085/1587, 21-22— 1085/1587,6-22=-1085/1587, 6-23=-2144/1634, 23-24=-2144/1634,24-25=-214411634,25-26=-2144/1634, 7-26= 2144/1634, 7-8=-2967/2109 BOTCHORD 2-15=-4581764,15-27=-467/793,27-28=-467/793,14-28=.467/793,14-29=-467/793, ` 1%J1rrllr11r,,13-29=-467/793,1' 7312144, 144, If 32-33= 1473/2144312033141473/2�44012-34 41898/2774� 132341418928/2774, -^ PS14 11-35=-1898/2774, 35-36=-1898/2774, 10-36= 1898/2774, 8-10= 1887/2743 ,�� p .......... E WEBS 3-15=-171/559, 3-13=-2501/1791, 4-13=-8931863, 6-13=-3917/2665, 6-12=-25/611, 7-12=-670/448,7-10=-181/595 3938 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128ni TCDL=4.2pst; BCDL=3.Opst; h=12ft•, B=45ft-, L=50ft; cave=6ft; Cat. N. 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. = O.• ATE 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrenl with any other live loads. A, 5) *This truss has been designed fora 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 �0��' , 40 q fit between the bottom chord and any other members. . Ssi ' • • • • • • •' ,� 3 and9421b uplift at Join % 6) Pelee on (by others) of truss to bearing plate capable of withstanding 4301b uplift at Joint 2, 22941b uplift at Joint ;,,�� N AL % 7) "Semi -rigid pltchbreaks Including heels" Member and fixity model was used In the analysis and design of this truss. FL Cert. 6634 April 20,2015 ® WARNING-Verllydestge Fomenters and READ NOTES ON THIS AND INCLUDED MMEKREFERANCEPAGEMiI-74T3 rev. O2/16,2DIS BEFORE USE Design valM for use only with Mnek connectors. I* design 5 based only upon parameters shown, and Is for an hdlNdual bullding component. Applicability of design parameters and proper Incorporation of component Is responslblllN of bulldl`g designer- not truss dedgner. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the WOWerector. Additional permanent bracing of the overall stmctum Is the responsibility of the building designer. For general guidance regarding fabrication quality control, storage. delivery, erection and bracing. consult ANSUIPII Quality Criteria, DSB-89 and BCSI Building Component 69" Parke East Blvd. Safety Information aval Item Truss Rate Institute, 781 N. Ise street. Suite 312 Alexandria. VA 22314, Tempe, FL 33610 Job Truss Truss Type Oty Ply 70'Carton EleyD T]006044 m11324 GRC HIP 1 1 Job Reference o tional Chambers Truss, Fort Pierce, FL 7.620 s Mar 272015 M(rek Industries, Inc. Mon Apr 2015:26:442Dt5 Paget ID:_kfiGCA6bz7j2Syl HDXFw7ye3KX-yjH6pHKHV15XO21jfsXusnRXRcgNTCPtrixOVuzOo09 NOTES- 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated Ioad(s) 231 Ito down and 352 to up at 7-0-0, 1181b down and 189 lb up at 9-0-12, 118 It, down and 189 lb up at 11-0-12, 118 lb down and 189 Ib up at 13-0-12, 118 lb down and 1891b up at 15-0-12, 11S Ito down and 189 Ib up at 17-0-12, 118 lb down and 1891b up at 17-11-4, 118 Ito down and 189 lb up at 19-11-4, 118 lb down and 1891b up at 21-11-4, 118 Ito down and 189 Ib up at 23-11-4, and 118 lb down and 189 It, up at 25-11-4, and 231 lb down and 352 lb up at 28-0-0 on top chord, and 388 lb down and 2401b up at 7-0-0, 68 lb down at 9-0-12, 68 Ito down at 11-0-12, 68 lb down at 13-0-12. 68Ib down at 15-0-12, 68 Ito down at 17-0-12, 66 lb down at 17-11-4, 68 Ib down at 19-11-4, 68 Ito down at 21-11-4, 68 to down at 23-11-4, and 68 lb down at 25-11-4, and 388 lb 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 (pif) Vert: 13=-44, 3-7=-44, 7-9=44, 2-8=-10 Concentrated Loads (lb) Vert: 3=-156(B) 5=-96(B) 7= 156(B) 15=-333(B) 10= 333(B) 16= 96(B) 17=-96(B) 19=-96(B) 20=96(B) 21=-96(B) 22=-96(B) 23=-96(B) 25=-96(B) 26=-96(B) 27=-23(B) 28=-23(B) 29=23(B) 30=-23(B) 31= 23(B) 32_ 23(B) 33=-23(B) 34=-23(B) 35— 23(B) 36=-23(B) ,&WARNING -Verify design parametersend READ NOTES ON THIS AND INCLUDED MREKREFERANCE PAGE M11-74"Asy, 11MISTU15 BEFORE USE. ■■■ Design valial for use only with MBek connectors. This design Is based only upon parameters Mown, and Is for an Individual bu0ding component. AppBcablllty of desgn parameters and proper IncoT oratlon of componenf b resporvdbllily of building designer - not Bras designer. Bracle g shown Isforlaferal support offndMdual web members only. Additiond temporary bracing to Insure staWlly calling construction is the respondbtllty of the WOWerector. AddlBorml permanent bracing of the overall snuclure Is the responLbil n, of the binding coal F0f general guidance regarding fab ication, quality control, storage, delivery, erecllon and bracing, consult ANSVTPI l Quality Calais, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avalloble (Tom Truss Hate Institute. 781 N. Lee Street. Wife 312. AlexandM, VA 22314, Tempe, FL 33610 m11324 111 IMONOTRUSS Refer to MiTek "TOE -NAIL" Detail for connection to supporting carrier truss (typ all applicable Jacks on this job) 3 4.00 FIT 2 r' 1 ei d 3x4 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In (Ioc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) -0.00 2 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(TL) -0.00 2 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 HOrz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC201OTFP12007 (Matrix) LUMBER - TOP CHORD 2x4 SP No.3 SOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=-e/Mechanical, 2=120/0-8-0, 4=5/Mechanical Max Horz2=47(LC 8) Max Upilff3=-8(LC 1), 2-153(LC 8) Max Grav3=26(LC 8), 2=120(LC 1). 4=14(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. PLATES GRIP MT20 2441190 Scale = 1:6.2 Weight: 5lla FT=O% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 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 Stabillzer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft-, 3=45ft; L=5011; eave=(ift1 Cat. 11; Exp C; Encl., GCpl=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=l AO 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 tit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8lb uplift at Joint 3 and 1531b uplift at Joint `��� 2. .t pS A. 6)'Semi-rigid pilchbreaks including heels' Member end fixity model was used In the analysis and design of this truss. ��, 0 .......... . E N �? 3931 FL Cert. 6634 April 20,2015 ®WARNING- Versydaslgn p,uarsdters Md REAP NOTES ON THIS AND INCLUOEO MnrEK BEFERANCEPAGEMII.74"re1 0Yl6/10/S BEFORE USE. �* Design volld for use only with MiTek connectors. This design Is based only upon parameiemstwwm and is for an Individual buiidlr companent. APPIkeObllity, ofd.gonp ometersandvoperincoWmfonotcomporrent lsmolarnslblllty ofWldkig designer -not tarssdesigner. Bracing shown Is far lateral support of Individual web members only, Additional temporary bracing to Insure stability during construction is the responslbllllN of the MiTek' erector. Accillonal pennanom broclog orthe overall structure Is the responslMllty of the bulldrig designer. For general guldance regarding fabacallon, qudity control, storage. delivery, erec8on and bracing. consult ANSI/TPI1 Quality Criteria, DSB-89 and Bost Building Component 6904 Parka East 3W. safety Information ovarcele from Truse Rate Institute. 781 N. Lee Steel, Sulte 312, Alexandre. VA M14. Tampa, FL 33610 1. Job Truss Truss Type Oty Ply 70'Carlton ElwD TT006046 m11324 J3 MONO TRUSS 6 1 Job Reference o tional Chambers Truss, Fort Pierce, FL 1-0-0 3x4 = 1,62U s Mal a( LUIb MI I OK Inausnies, Ins. Man Apr eu ii ze: 5 zul� 'a'a i I D:_kfiGCA6bx7j2Syl HDXFw7ye3KX-OvgV l cLvI0DO1 CcwDa37P?zwGITCgnO3Mgz6LzOoOS LOADING(psf) SPACING- 2-0-0 CS]. DEFL. In (loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Ve if I( -0.00 2-4 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(TL) -0.01 2-4 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a nta BCDL 5.0 Code FBC20IOrFPI2007 (Matrix) LUMBER - TOP CHORD 2x4 SP No.3 SOT CHORD 2x4 SP No.3 REACTIONS. (Ib/size) 3=53/Mechanical, 2=174/0-8-0, 4=13/Mechanical Max Holz 2=84(LC 8) Max Upllft3= 47(LC 8), 2=-178(LC 8) Max Gmv3=61(LC 13), 2=174(LC 1), 4=39(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. Scale = 1:9.6 PLATES GRIP MT20 244/190 Weight: 11 lb FT=O% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MITekrecommends 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=4.2ps1; BCDL=3.Ops1; h=12ft; 13=45fh L=501t; eave=6fl; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 47111 uplift at joint 3 and 1781b uplift at joint 2. f I 6) Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. ,�``O��•• • • • ACe ��i 3938 Mir ATE ! �/ %O�� • c O R �i� Si •,< � �. �i."r.tS,ONA' o� FL Cert. 6634 April 20,2015 WARNING -Verify design parametersand READ NOTES ON THIS AND INCLUDED MREKREFERANDE PAGE 1,0I-74Ta rev. OY164015 BEFORE USE Design valid foruse only With M9ekconnectors. iNsdesign Isbased only upon parametersshovm, and Is for on Individual bulden component. Applicability of tlesign parameters and proper Incorporation of component is resp<nvorllN of building designer- not truss designer. Bracing shown for e dof fine anweb fvnal rrn9ndurinotlon erc�oc. omlmwb MiTek' Mdlltateral red bgothoerallsCWM[SlherepWlltyoftWWUdlgde�gnr.ForgeneralguWncealog fatedcallon. qualitycontrol, storage, delivery. erection and bracing, consult ANSIAPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informallon avaii from Inns Rate Institute, 781 N. Lee Street, Suite 312 Alexandria. VA 22314. Ta"a, FL 33610 Job Truss Truss Type Oty P1y ]0'Cerkon ElevD T]00604] m11324 J5 MONO TRUSS 15 1 Job Reference o fional Ghembers Truss, Fan Pierce, FL 3.4 = LOADING(psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 TCDL 7.0 Lumber DOL 1.25 BC 0.33 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 5.0 Code FBC2010ITP12007 (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/Mechanical Max Horz 2=122(LC 8) Max Upllfl3=114(LC 8). 2= 202(LC 8) Max Grav3=127(LC 13), 2=230(LC 1). 4=69(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. /.OLVSMeI[/[V lamllart lnauslVeY, lllv-.MuiiApr2015.26.452laG rage! ID:_kHGCA6bx7j2SylHDXFw7ye3KX-OvgVlcLviODOICcwDa37P?zpDOEnCgnO3Mgz5LzOo08 5 0-0 5-0-0 Scale = 1:12.9 DEFL. In (roc) Vdefl Ud PLATES GRIP Vert(LL) -0.03 2-4 >999 360 MT20 244/190 Ved(TL) -0.05 2-4 >999 240 HorzCTL) -0.00 3 n/a n1a Weight: 171b FT=0% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puffins. BOT CHORD Rigid calling directly applied or 10-0-0 or. bracing. MiTek recommends that. Stabilizer; 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=12fl; B=45Q; L=50ft; eave=61t; Cat. 11; Exit C; Encl., GCpl=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 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.S 1 A. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 114111 uplift at joint 3 and 202 to uplift at�I� joint 2. p Pf 4 ', O 6) °Semi -rigid pitchbreaks Including heels" Member end fixity model was used In the analysis and design of this truss. �� �`;..........._ e .i 00 D 3938 ATE 0 R 1 O ." ,O N A 11111111 `�4:1 FL Cert. 6634 April 20,2015 ®WARNING. lavifydes]gnparametersand READ NOTES ON THIS AND INCLUDED MITEKREFERANCEPAGEMII.74M..OVI6 01S BEFORE USE. ■■■ Design vital for use only with Mgek connectors. Unh design k based only upon parametersshown, and Is for on hdivldual bu0ding component, of design parameters and proper incorperallon of component b responabglly of bulldIng designer -not truss designer. Bracing shown DotApplicability Is for lateral support of Individual web members only. McliOonal temporary bracing tolnsure stability duringconstRaGion is the responslblilly offfe Mewerector. Atldlllonal permanent bracing of the overall structure Is the responsibility of the building designer. Forgeneral guidance regarding fabricallon, quallty control, storage. delivery, erection and bracing. consult ANSI/TPI I Quality Criteda, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informatlon avaliable from Truss Rate Institute. 781 N. We Street, Suite 312, Atexandrla. VA22314. Tempn, FL 33610 Job Truss Truss Type QN Ply 70'Carlton El.vD T]0O604B mt1324 J] MONO TRUSS 12 i Job Reference o lional Chambers Truss, Fort Pierce, FL 3.4 = /pros marzr zom muen,nausnxx. n¢, "'. ny, eo'. c¢ corn rays, ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-v6OtEyMX3KLFfMB6nHaMxCWOgPUsxH1AIOQXdmOoO7 LOADING(psf) SPACING- 2-0-0 CS]. DEFL. in (too) /dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Ven(LL) -0.12 2-4 >639 360 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 WS 0.00 HOfz(TL) -0.00 3 n/a rVa BCDL 5.0 Code FBC2010/-rP12007 (Matrix) LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=172/Mechanical, 2=291/0-8-0, 4=33/Mechanical Max Horz2=160(LC 8) Max Upllft3=174(LC 8), 2=-234(LC 8) Max Grav3=189(LC 13), 2=291(LC 1), 4=99(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale: 3/4"=1' PLATES GRIP MT20 2441190 Weight: 231b FT=0 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 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; VUIt=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45f ; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. \\\1I I I IIII 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 174lb uplift at joint 3 and 2341b uplift at `\\\ joint 2. %%%-Ap,S A. A 6) "Semi -rigid pitchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. ,4, `•� G E N S 3938( DNA0 Inn r111\ FL Cert. 6634 April 20,2015 WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. OT/ W015 BEFORE USE Design valid for use only with MQek connectors. Feb design le based only upon parameters shown, and Is for an Individual cording componeni. Rot of design parameleis and proper Incorporation of component Is respord lIlty of building designer - not tours designer. Braclo8 shown is for lateral support of individual web members only. Adtlltlonal temporary bracing tofnsme slablllly during conshuctlon is the responsUlity of the MiTek' erector. %ddiflonal permanent bracing of the overall structure Is the responslblllty of the buflding designer. For general guidance regarding ForAcation, quaBty control, storage, delivery. erection and bracing, consull ANSI]TPI1 Quality Criteria. D3111-89 and BCSI Building Component 6904 Parke East Blvd, Safety Information ovallable from Truss Plate Iro11Me. 781 N. Lee Sheet, Sulte 312. Alexandria, VA MI4. Tampa, FL 33610 Job Truss Truss Type Oty Ply 70'Cerfton ElevD T]Oefi049 m11324 JA MONOTRUSS 2 1 Job Reference (optional) Chambers Truss, Fod Pierce, FL 3x4 = 7.6205Me1272015MIIBKInaustrles,Inc. Mon Ppt2vl>26:4/2uID Y.go, ID:_kfiGCA6bx7j2Sy1 HDXFw7ye3KX-NlyFSIM9geT6HWmIL?5bUO3Fap_hgkGJXg949DzOo06 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In (roc) I/defl Lid TCLL 20.0 Plate GNP DOL 1.25 TC 0.11 Vert(LL) -0.00 7 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Ven(TL) -0.00 7 >999 240 BCLL 0.0 ' Rep Stress [nor YES WB 0.00 Horz(TL) 0.00 2 n/a Fiat BCDL 5.0 Code FBC20101TP12007 (Matrix-M) LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=41/Mechanical,2=142/0-8-0,4=17/Mechanical Max Harz 2=73(LC 8) Max Uplift3=-38(LC 8), 2=-136(LC 8), 4=-4(LC 8) Max Grav3=45(LC 13), 2=142(LC 1), 4=26(LC 3) FORCES. (Ib) . Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. Scale - 1:8.5 PLATES GRIP MT20 244/190 Weight: 9lb FT=O% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-4-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation outdo. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf,.h=12ft; B=450; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pat bottom chord live load nonconcurent 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. %&I A. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 38lb uplift at joint 3, 136 Ito uplift at Joint 2 and 4 lb uplift at joint 4. �� -�l^`P A� 6) "Semi -rigid pitchbreaks Including heels" Member end fixity model was used In the analysis and design of this truss. ��� ".•• Ci 3938 •rQ �.0. ATE 0R1�PC?\�`,, FL Cert. 6634 April 20,2015 AWARNING-verify deslgnmmmatersandREADNOTES ONTNISANDINCLUDED MITEKREFERANCEPAGEMIFMnmv.=6TOISBEFOREUSE. ■R Design valid for use only with Wall connectors. This design is based only upon 0orameleis shown. and is for an lndlAchol bu0tllrg component. �q Applk:ablity of design parameters and proper Incorporatilon of component is resporWbinly of building designer- not Inns designer.&acing shown i•Y` B for lateral suppod of lndNldual web members only.Atldltlonat temporary bracing to Insure stability during construction is the responslblifty of the MiTek' erector. Addltlorwl permanent bracing of the overall structure Is the resporslbtlity, of the building designer. For general guidance regarding fabdcatlon, quality control. storage, delivery, erection and bracing, consult ANSIAPl l Hualily Cil erla, DSB-69 and BCSI Building Component 6904 Perko East BNd. Safety Information available from Truss Rate Institute. 781 N. fee Street. Suite 312 Alexandria VA 22314. Temps, FL 33610 Job Truss TrussType Oly Py 70'Corllon Clay T]006050 m11324 1 JB MONO TRUSS 2 1- Job Reference o tional Chambers Truss, Fori Pleme, FL 3x4 = r.ery s mar zr rvu muss incusn,es, mc. man n.............. .mueo- .cma ..... ID:_MiGCA6bx7j2Sy1 HDXFw7ye3KX-NIyFSIM9geT6HWmlL75bUQ3AOpxUgkGJXg949DzOoO6 LOADING (Pat) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud TOLL 20.0 Plate Grip DOL 1.25 TO 0.40 Veri(LL) 0.03 4-7 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.25 Vert(TL) -0.04 4-7 >999 240 BOLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 WE n1a BCDL 5.0 Code FBC2010/TP12007 (Matrix-M) LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4.SP No.3 REACTIONS. (lb/size) 3=105/Mechanical, 2=269/0-8-0, 4=32/Mechanical Max Horz 2=114(LC 8) Max Uplift3=-99(LC 8), 2=-222(LC 8), 4=-1(LC 8) Max Grav3=105(LC 1), 2=269(LC 1), 4=61(LC 3) FORCES. (III) -Max. Comp./Mac. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-441/229 BOTCHORD 2-4=-300/485 Scale = 1:12.9 PLATES GRIP MT20 244/190 Weight: 191b FT=O% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-5-11 or. pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MITek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation quide. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf-, BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6fl; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load-nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opst on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will I I tits , fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. ` ,\\\ �� P . AZ B 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 99 lb uplift at joint 3, 222 Ib uplift at joint 2 lb `�� �\..... N �� •�\ S •.9 and uplift at joint4. 6) "Semi -rigid pltchbreaks including heels" Member end fixity model was used In the analysis and design of this truss. 3938 X *: %% FL Cert- 6634 April 20,2015 O WARNING -Verl]y tleslgn parametem and READ NOTES ON THIS AND INCLUDED M/IEKREFERANCEFAGEMII.74]S rev. CV162015 BEFOREUSE. ■ Design valid for use only with MBek connectors. this design is based only upon poramelersshown. and is for on lnd Wdtlal Wffdilg component. Appllcobi ily of tleslgn parametersand proper Incorporation of component Is responstAilty of raiding designer - not,hust designer. trading shown Is for lateral support of IndMdual web members only. AddIllonal temporary bracing to Insure stability during construction is the respansiblllity of the MiTek' erector. Atldlllonel permanent bracing of the overall stmclum Is the responslWllty of the building designer. For general guidance regarding fabrica8on, quality control, storage, delivery erection and bracing, consult ANSI/TPI I Quality Criteria, DSB.89 and scar Building Component WD4 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street. Wife 312, Alexandria, VA 22314. Tampa, FL 33610 o ruse Truss Type Oty Ply ]a-Cerhon Elw D T]006051 m11324 JC MONO TRUSS 2 1 Job Reference o Lionel Chambers Truss, F04 Prer0a. FL 3x4 = 1-1-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In (too) Vdefl Ud TCLL 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(7L) 0.00 2 Fits n/a BCDL 5.0 Code FBC2010/TPI2007 (Matdx-M) LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=10/Mechanical, 2=109/0-8-0, 4=4/Mechanical Max Harz 2=50(LC 8) Max Upllft3=-7(LC 5), 2= 126(LC 8), 4=-3(LC 5) Max Grav3=12(LC 13). 2=109(LC 1), 4=1 O(LC 3) FORCES. (III) - Max. Comp./Max. Ten. - All forces 250 01b) or less except when shown. Scale = 1:6.3 PLATES GRIP MT20 244/190 Weight: 5111 FT=O/ BRACING - TOP CHORD Structural wood sheathing directly applied or 1-1-4 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=4.2psF BCDL=3.Opsh h=12ft; B=45ft; L=50ft; eave=6ft; Cat. 11; Exp C; Encl., GCpl=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This muss has been designed for a 10.0 pst 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. �pl 11 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 7lb uplift at joint 3, 126111 uplift at joint `0O� S A. and 3111 uplift at joint 4. ,�� P 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used In the analysis and design of this truss. � O . * ....... es 1 :fx z ATE .:4u T�0RIDPC?\�`,, '10NAI-E����• FL Cert. ti634 April 20,2015 ® WARNING -Verily design parameters and READ NOTES ON THISAND INCLUDED MDEICREFERANCERAGE 1101-]4]S rev. 02niso!0IS 6EFOREUSE Design valid for use onlywlth MiTek conneclon. Rtls deslgn is Wood only upon parameters shown. and h for on lndMdual building component. Applk:abhlty of design parametemand proper Incorporation of component Is mponslbllliy of Wilding designer -not Buis designer. Bracing shown Is for lateral mpWd of IndMtlual web members only. Motional temporary bracing to Insure stability during construction Is the msponslkklllty of the KWIC Addllonat permanent bracing of the overall structure Is the respon9bllily of the building designer. For general guidance tegarding fabrication, gnality control. storage. delivery, erection an i bracing Consult ANSI TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parka East Blvd. Safety Information avolable from Truss Plate Inslllufe. 781 N. Lee Street, Sulte 312. Alexandrlo, VA 22314. Temp., FL 3361D Job Truss Truss Type Oty Ply ]0'Cortion ElevD T]006052 m11324 us MONO TRUSS 1 1 Job Reference o tional Chambers Truss. Fort Pierce, FL 3x4 = 3.11-0 2.83 12 n= ID:_MiGCA6bx7j2Sy1HDXFw7ye3KX-rU WdfeNnbxbzufLVuicgl dbNIDIEPBWTIJvdhfzOoO5 Scale; 3/4"=1' LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In (too) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.28 Ve 1(LL) 0.05 4-7 s999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.16 Vert(TL) -0.09 4-7 >885 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Hoa(TL) 0.00 2 n/a n/a BCDL 5.0 Code FBC2010/TP12007 (Matrix-M) Weight: 23 lb FT=0 LUMBER - TOP CHORD 2x4 SP M 30 SOT CHORD 2x4 SP M 30 REACTIONS. (III/size) 3=176/Mechanical,2=239/0-11-5,4=46/Mechanical Max Harz 2=109(LC 8) Max Up1ift3=-167(1_C 8), 2=-206(LC 8) Max Grav3=181(LC 13), 2=239(LC 1), 4=66(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3— 555/261 BOTCHORD 2-4=-336/596 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. MfTek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation aulde. NOTES- 1) Wind: ASIDE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50f1; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ♦ .%%I I A.,r,' fit between the bottom chord and any other members. ♦♦� 4) Refer to girder(s) for truss to truss connections. ♦ P.....A 5) Provide mechanical connection (by others) of muss to bearing plate capable of withstanding 16716 uplift at joint 3 and 206 lb uplift at %% ...E Ce,9 � Joint 2.��. Iv i 6) "Semi -rigid pitchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. I,- 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 CASES) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2=-54 Trapezoidal Loads (pit) Vert: 2=0(F=27, B=27)-to-3=-95(F=-20, B=-20), 5=0(F=5, B=5)-to-4=-18(F=-4, B=4) Mir • ATE ' �/ i Q FL Cert. 6634 April 20,2015 ® WARNING-Vedfydeslgn parameters and READ NOTES ON TNISAND INCLUDEDMIIEKREFERANCEPAGEMII.74la rev. OWS2016 BEFOREUSE. Design valid form only with MBek connectors. IBIS design h based only upon paametersshown. and Is for an Individual oulds g component Appllcabiity of design pa<xnet. sand propIn er corporation of component k responsibilty of building designer -not truss designer. Brnixl shown lesigne duringof the the members al Waorp ofihewbulltling MiTek' dse s�dlfuse Is the rres{onslbllN generall gulsdance re�gnrdlnigg erfectorerAdtll�o permanent of fabrication, quality control. storage, delivery. erecUn and bracing. consult ANSI/TPII Quality Criteria, DSB.89 and BCSI Building Component 6904 Parke East SNd. Safety Information wallable from Truss Plate Institute. 781 N. Lee Street, Suite 312, Nexadria. VA 22314. Terry., FL 33610 Job Truss Truss type City Ply 70'Canon ElevO T]OD6D53 11324 m KJ7 MONO TRUSS 2 i Job Reference (optional_ chambees Truss, Fort Pierce, FL 3x4 = 7.620s Mar2]2015Mjiaklndustrlea,Inc. Mon Apr LO-052549205 eagel ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-Jh47e_OOMFjgWpwhSQ73Zg8Zgddi8bic_zeBE6zOo04 Scale = 1:21.1 3x4 = 6-8-12 9-10-1 6-8.12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.20 Vert(LL) -0.04 2-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.21 Vert(TL) -0.08 2-7 >999 240 BCLL 0.0 ' Rep Stress Incr NO W B 0.20 Horz(TL) 0.01 5 n/a WE BCDL 5.0 Code FBC2010frP12007 (Matrix) Weight: 38 lb FT=0% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 20 SP No.3 REACTIONS. (Ib/size) 4=104/Mechanical, 2=294/0-11-5, 5=310/Mechanical Max Horz2=192(LC 8) Max Uplift4=-130(LC 8), 2=-280(LC 8). 5=232(LC 8) Max Grav4=155(LC 13), 2=351(LC 2), 5=387(LC 13) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-703/330 BOT CHORD 2-7=-455/700, 6-7=455/700 WEBS 3-6=-807/524 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=1211; B=451t; L=50ft', eave=hip Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. ` ,,S' A.'r" 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 girderENs) for truss to truss connections. ,�� p`;. • C 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 130111 uplift at joint 4, 280111 uplift at Joint 2:�,`�` and 232 lb uplift at joint 5. 6) "Semi -rigid pitchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. 39380 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-8=-44 �•• 4C Loads (Df) TrapezoVert: 8-0(F=22, B=22)-to-4=-I 08(F=-32, B=-32), 2= 1(F=5, B=5)-10-6_ 25(F=-7, B=-7) i�,��s < R:O •�• �%\��` iq�S,O N it FL Cert. 6634 April 20,2015 Q WARNING - Verify design parameters end READ NOTES ON MIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. OVIWOI6 BEFORE USE. ■■■■ Design volkl form only with Mnek connectors. Ns design is based only upon parameters shown. and is for an haWdual bulldog component. Applicability of design parameters and proper Incorporation of component h responsiblllfy of bullding designer - not fnlss racing designer. Bshown of nbrming l web membersls the responsibility of the to ilding rf Additional ro mector. ovoerml MiTek" Additional ommanert lire stmGium is the responsibility the budeslgnerrrgFor. geniuctori eral a 9 idance regarding fabrication, quality control. storage, delivery, erection and bracing. consult ANSUTPl1 Quality Criteria, DSB.89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from buss Rafe Institute. 78111. Lee Street. Sulfe 312, Alexarni VA 22314. Tampa, FL 33610 Job Truss Tress Type Oty My 70'Carton ElevD noosos4 m11324 kJA MONO TRUSS 2 t Job Reference (optional) Chambers Truss, Fort Pierre, FL 3.4 = 7.620 s Mar 272015 Mnek industries, Inc. Mon Apr 20 15:26:49 2015 Pagel ID:_kfiGCA6bx7j2Sy1 HDXFw7ye3KX-Jh4?6_OOMFjgWpwhSO73Zg8aBdfGeemc_ze0 E6zOoO4 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (too) 1/defl Ud TCLL 20.0 Plate Gdp DOL 1.25 TC 0.17 Vert(LL) -0.02 4-7 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(TL) -0.05 4-7 >999 240 BCLL 0.0 " Rep Stress Incr NO W B 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=129/Mechanical, 2=186/0-9-11, 4=34/Mechanical Max Horz2=97(LC 8) Max Uplift3=-124(LC 8), 2=-159(LC 8) Max Grav3=133(LC 13), 2=186(LC 1), 4=69(LC 3) FORCES. (Ito) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3— 342/134 BOT CHORD 2-4— 199/364 Scale = 1:13.9 PLATES GRIP MT20 244/190 Weight 201b FT=O/ BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purling. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bmcng 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.OpsQ h=12f ; 3=45ft; L=50ft; eave=6ft', Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) 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.Ops1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ,"S rf/,/� fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. ,�� , , A , P 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 124 he uplift at Joint 3 and 159 lb uplift at ,� %� Q" •• • • • • • • �j �`; •�,�G E N `S�`•'i �i 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). 3938Q_�'. LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Unitonn Loads (pit) Vert: 1-2=-54 Trapezoidal Loads (pit) Vert: 2=0(F=27, 3=27)-to-3= 81(F=-14, B=-14), 5=0(F=5, 8=5)-to-4=-I5(F_3, B— 3) Mir i0. ATE FL Cert. 6634 April 20,2015 AWARN/NG- Verify design parameters and READ NOTES ONTMISAND INCLUDED MITEK REFERANGEPAGEMIF7473mv, 0"I OISBEFORE USE. Dodge valid for use only wish MBek connectors. This design is based only upon parameters shown, and is for an Individual building component. Bet ArVicabNty of design parameters and proper Incorporation of component Is responsUilty, of building designer - not fens designer. Bracing drown Isfor lateral support oflndMduol web membersonly. Additional temporary bracing to Inane stab011y during construction is the respondbilllly, of the MiTek' erector. AtldlBorwlpermanenibracingoflheoverallshucNrelslheresponNMllNoflhebWdingdeslgrs¢cForgeneralgNtlanceregarding fdb4caliom gtwitty conhol. storage, dells iy, erection a bracing, consult ANSUVI I Quality Criteria, DSB-89 and BCSI Building Component 69N Parke East BNd. Safety Information available from Truss Rate Irstilule, 781 N. Lee Sheet. Wife 312 Alexandria, VA 22314. Tamps , FL 3361 D Job Truss Truss Type Oty, Ply 70' cannon Elev D T]006055 m11324 KJB MONO TRUSS 2 1 Job Reference o tional Chambers Trust, Foil Pierce, FL 1-2-e 3x4 = 7.620 B Mar 272015 Miles Industries, Inc. Man APr 201b2tigU 2Ul] rags ID:_k iGCA6bx7j2Sy1 HDXFw7ye3KX.nto04KP27ZrhSzVtO7el62gm9179t5OmDdOkmYzOoO3 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In (roc) Udell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vart(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 Nor n1a BCDL 5.0 Code FBC20lOfITPI2007 (Matti 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. (III) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. Scale: 1'=i' PLATES GRIP MT20 244/190 Weight: 17 to FT=0 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-9 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, Inaccordance with Stabilizer Installation guide. 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=10fh Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tail by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. ` "S A 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 82lb uplift at Joint 3 and 1391b uplift at joint2. -�^` 6) Semi -rigid pitchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. �`,`fJ\V... ...... ��8,�e i 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). `��.�; '�\ 0 N S ••'•9n �i LOAD CASE(S) Standard 3938 "r'�'~• 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2=-54 Trapezoidal Loads (pif) Vert: 2=0(F=27, 8=27)-to-3=-67(F=-7, B= 7), 5=0(F=5, B=5)-to-4=12(F=-1, B=-1) O.•• ATE I��/ ............ ` `O PAS ���,, 110 FL Cert. 6634 April 20,2015 Q WARNING -Verily designparrarchna and READ NOTES ON THISANOINCLUOEOMf1EKREFERANCEPAGEMII.74nm, BW62016 BEFORE USE. ■■ Design valid for use only with MBek connectors. This design is based only upon parameters shown, and is for an Individual building component Applicability of design parameters and proper Incomoratlon of component Is responsibility of Wilding designer - not inns designer. Bracing shown IsfwlateralsvprwrtoffnMdualwebmemWmoNy.AddlllonaltemporarybracingtoIssurestabOltytluringconstructionIstheresponslbrillyofthe MiTek' erector. Addlnorlal permanent bracing of the overall structure Is the responslblllN of the bulking designer. For general guidance regarding Fabrication, quallty control, storage, delivery, erection and bracing. consult ANSI/171I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parka East Blvd. safety Informafion avo[oble from Turns Hate Institute, 781 N. We Street Sulte 312. Atexardrla. VA 22314. Tarry., FL 33610 Job Truss Truss Type City Ply 70' Cartlon Pay D T]006066 m11324 MV2 VALLEY 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL 3x4 1.6205 Ma121 ZU15 MI I OK industries, 0C. Men Apr 2U 1J26:Ol zOi6 Page ID _kfiGCA6bx7j2Syl HDXFw7ye3KX-F3CmHgPguszX1744agAXeFDywQMgcXGvSH7Hl�OoO2 4,00 12 Scale - 1:6.1 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. In (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) Na - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(TL) n/a - n/a 999 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Hmz(TL) -0.00 2 n/a n7a BCDL 5.0 Code FBC2010/rP12007 (Matrix) Weight: 5lb FT=O% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 1=35/2-0-0, 2=30/2-0-0. 3=612.0-0 Max Horz 1 _21(LC 8) Max Upliftl= 20(LC 8). 2=-30(LC 8) Max Gravl=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. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc pull Ins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vul1=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45tt; L=50fh, eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 lost bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chard and any other members. t ` ,1S IIallrf1 , 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. ,\ P 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 20 to uplift at Joint 1 and 30 lb uplift at joint ,`�p" .\G E N S .• �, 2. F i 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. . 3938 :O ATE . ;OR1Q ;ONA, EEC%% FL Cert. 6634 April 20,2015 AWARNING-VedlydeslgapamandersandREADNOTESONMISANDINCLUDEDMPEKREFERANCEPAGEMIFT479rev.OYl6/20166EFOREUSE. ■ Design valid for use only with MBek connectors. IDhdeslgn kbased only upon paramelersstwwn. andh for an individual bulldlrg component. Applicability of design parameta rsand proper incorporation of component Is msponslblllty of bodidi g designer -not tons designer. Bracing shown Is for aferal support of individual web members orty. Additional temporary, brachg to insure stability damn conshucfbn is the resPon4b011ty of the MiTek' ereclor. Additional permanent bracing of the overall structure Is the responalulilty, of the building designer. For general guldance regarding fab6catlon, quality Control. storage. delivery, erecflon and bracing. consult ANSI/TPI19uality Criteria,DSB-89 and SCSI Building Component 69U4 Paft East Blvd. Safety Information available from Truss Rate Institute. 781 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply 70' Ceihon Elev D T]o0605] m11324 MV4 VALLEY 1 1 Job Reference (optional) Chambers Truss, Foil Pierce, FL 3x4 7.620 s Mar 27 2015 MTek Industries, Inc. Mon Apr 2015,26:51 2015 Page 1 ID:_kf,GCA6bx7j2Syl HDXFw7ye3KX-F3CmHgPguszX1744agAXeFDwQLQcXGvSH7Hl_zOoO2 LOADING(pst) SPACING- 2-0-0 CSI. DEFL. in (too) I/dell Ud TCLL 20.0 Plate Gdp DOL 1.25 TC 0.22 Vert(LL) n/a - n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(TL) n/a - n/a 999 BOLL 0.0 Rep Stress lnor YES WB 0.00 Horz(TL) 0.00 n1a n1a BCDL 5.0 Code FBC2010/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/s)ze) 1=95/4-0-0, 3=9514-0-0 Max Harz 1=56(LC 8) Max Upllftl= 54(LC 8), 3=-72(LC 8) Max Grav 1=97(LC 13), 3=102(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 3x4 11 Scale= 1:9.5 PLATES GRIP MT20 244/190 Weight: 12 lb FT=O% Structural wood sheathing directly applied or 4-0-0 oc punins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing, MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2pst; BCDL=3.Opsf; h=1211; 6=4511; L=50ft; eave=6ft1 Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional): Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) . 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 it between the om chord and any er ers. iaProvide mechanical connection (by others)ers) of truss ,`, s to plate capable of withstanding 54lb uplift at joint 1 and 72lb uplift at joint �`�,, 5) PS A. 3.\...... 6) Semi -rigid pilchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. ��;�•Z•O •�\G E N * 99 ATE . 44/, S C? pS/ONA411 � ����� FL Cert- 6634 April 20,2015 ® WARNING -Verlfydesl9Aparamefare.mfREAONOTES ONTHISANOINCLUDED MREKREFERANCEPAGEMII-]4]3rev.O1H DI5BEFORE USE. ■ Design valld for use only Win MBek connectors. This dealgn is based only upon parameters shown. and is for an NtllNdual buidegi component. Applicability of design parameters and proper lncogwraBon of component is resPon9blBty of bullch, designer -not trun deegner. Bracing stawn Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability dultng construction is the responatb011ty of the MiTek' erector. AcIdltlonal permanent bracing of the overall slomfure R the respordblllN of the bolding designer. For general guidance regarding fabrication. quality control,storage,delivery. erection and bracing•consult ANSI/IPI I Quality Criteria,DSB-89 and Bost Building Component 6904 Parke East Blvd. Safely Informatlon ava9able from Truss Plate Institute. 781 N. Lee Street. Suite 312 Alexandria VA 22314, Tampa, FL 31,610 Symbols PLATE LOCATION AND ORIENTATION 13 /4 Center plate on joint unless x, y 'I Ill -offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 1/ldr For 4 x 2 orientation, locate plates 0-'4d' from outside edge of truss. This symbol Indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate width measured perpendicular 4 x 4 to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output, Use T or I bracing if indicated. Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPII: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 i dimensionsshown Infitcsixteenths tS IhI (Drawings not o scale) 0 Of O U a- O JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 © 2012 MiTekG All Rights Reserved MITek Engineering Reference Sheet: Mll-7473 rev. 02/16/2015 ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by on engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear flghtly against each other. 6. Place plates on each face of truss at each Joint and embed fully. Knots and wane otJoint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant. preservative heated, or green lumber. 10. Camber is a non-structural consideration and Is the responsibility of truss fabricator. General practice Is to camber for dead land deflection. 11. Plate type, size, orientation and location dimensions Indkated are minimum plating requirements. 12. Lumber used shall be of the species and size, and In all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing Indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing. or less, If no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17, Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back words and pictures) before use. Reviewing pictures alone Is not sufficient. 20. Design assumes manufacture in accordance with ANSI/rPI 1 Quality Criteria. WYNNE BUILDING CORPORATION 8000 South U.S. #1 Suite 402 Port St. Lucie, FL 34952 Spanish Lakes Communities Division Port Saint Lucie ry 4 L 15 ZT6 July 7, 2015 �iq- N.G �:anl. GoUrry, F1- To: St. Lucie County Building Dept. Attn: William Durden � Re: 32 San Roberto U, J �'•. Permit # 1506-0540 In regards to the abovementioned permit, the Roof Underlayment that will be used is If there are Thank you, Matthew nium UDL-25 Plus - NOA# 14-0603.18. - V.P. I can be reached at (772) 878-5513. Miami Division Miami Telephones: Port Saint Lucie (772) 878-5513 Miami (305) 235-3175 HIAMMDAr* ME MIAMI-DADE COUNTY 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)315-2590 F (786) 31525-99 NOTICE OF ACCEPTANCE (NOA) www.miamidsde.eov/economv 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 Underlayments LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 13-0610.01 and consists of pages 1 through 5. The submitted documentation was reviewed by Alex Tigera. OK/ NOA No.: 14-0603.18 Expiration Date: 08/08/18 Approval Date: 06/11/15 Page 1 of ROOFING COMPONENT APPROVAL Cateeory: Roofing Sub -Category: 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® IIDL-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& 43 polymer stabilized polypropylene on both sides. Titanium® UDL-SO 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& 43 polymer stabilized polypropylene on both sides. UDL TT 48" x 250' rolls ASTM D226 Woven synthetic polymer underlayment with one Manufacturing Type I & fI side coated with UV protected and slip resistant Location 41 polymer stabilized polypropylene on both sides. UDL TF 48" x 250' rolls ASTM D226 Woven synthetic polymer underlayment with two Manufacturing Type I & II sides coated with UV protected and slip resistant Location #1 polymer stabilized polypropylene on both sides. UDL TTMC-300 48" x 250' rolls ASTM D226 Woven synthetic polymer underlayment with two Manufacturing Type I & II sides coated with UV protected and slip resistant (Location #2 polymer stabilized polypropylene on both sides. RhinoRoof U10 42" x 286' rolls ASTM D226 Woven synthetic polymer underlayment with two Manufacturing Type I & II sides coated with UV protected and slip resistant Location #3 polymer stabilized polypropylene on both sides. NOA No.: 14-0603.18 Expiration Date: 08/08/18 Approval Date: 06/11/15 Page 2 of 5 RhinoRoof U15 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 94 adhered to the underside of a polymer -coated, synthetic woven sheet. The underside is backed with a release film. MANUFACTURING LOCATIONS: 1. ML 1 2. ML2 3. ML3 4. MLA EVIDENCE SUBMITTED: Test Aaency Test Identifier Test Name/Report Date Intertek Testing Services #3031783 TAS 104 02/19/03 3119607COQ-003B ICC-ES AC48 02/20/08 3124826-01 ASTM E108 02/19/08 3124826MID-007 ASTM E108 02/25/08 311801000Q-003 ASTM D226 02/20/08 3130639COQ-002A ASTM D226 02/20/08 3146738COQ-003A ASTM D226 06/20/11 3146738COQ-003B ASTM D 1876/ TAS 117 03/28/08 101465036COQ-001 ASTM D1970 06/27/14 100539395COQ-006 ASTM D226 06/02/14 101863861COQ-OOIA ASTM D226 10/28/14 101823107COQ-011 ASTM D226 12/09/14 Trinity I ERD 115010.05.10 ASTM D4798 / D226 05/14/10 138010.08.11 ASTM D226 08/11/11 135520.08.11 ASTM D2523 / D1781 08/17/11 NOA No.: 14-0603.18 Expiration Date: 08/08/18 Approval Date: 06/11/15 Page 3 of 5 i INSTALLATION SPECIFICATIONS: Titanium" UDL-25 PLUS, Titanium® UDL-30, Titanium' UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments 1. Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments shall be installed in strict compliance with applicable Building Code. 2. Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments shall be installed with a minimum 4-inch head lap in a shingle layer fashion. 3. Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, and Titanium UDL25 Synthetic Underlayments shall be fastened with Miami -Dade approved corrosion resistant tin -caps and 12 gauge 1 '/" 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 using 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-refer to a current Approved Roofing Materials Directory for fire ratings of this product. BUILDING PERMIT REQUIREMENTS: 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. 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, RhincRoof 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 UIS, 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 NOA No.: 14-0603.18 Expiration Date: 08/08/18 Approval Date: 06/11/15 Page 5 of 5 go MIN. SETBACA 90. FRONT ( Q SIDES CNR SIDES REAR 2D :m 77MV) S Im 2t' PA-N O 3S 2/o. 2 . s, A�3oL� R.-.j e-k ee /C Z- 3��. FORM'405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: WYNNE CARLTO 0 III Street: L City, State, Zip: PO RT ST. LUCIE , FL, 34983 Owner: Design Location: FL, Fort Pierce 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 Boor area above grade (ftJ Conditioned Boor area below grade (ft') 7. Windows(118.5 sqft.) 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: 8. Floor Types (1720.1 sqft.) a. Slab -On -Grade Edge Insulation b. N/A c. N/A Glass/Floor Area: 0.069 New (From Plans) Single-family 1 3 No 1720 0 Area 118.50 ft' ft' ft' ft' 0.624 ft. 0.500 Insulation Area R=0.0 1720.10 ft' R= ft' R= ft' Builder Name: WYNNE Permit Office: Permit Number. Jurisdiction: 9. Wall Types (1788.5 sqft.) a. Concrete Block - Int Insul, Extedor b. N/A c. N/A d. N/A 10. Ceiling Types (1720.0 sqft.) a. Under Attic (Vented) b. WA c. N/A 11. Ducts a. Sup: Attic, Rel: Attic, AH: Attic 12. Cooling systems a. Central Unit 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits Total Proposed Modified Loads: 30.18 Total Standard Reference Loads: 39.33 I hereby certify that the plans and specifications covered by this calculation are in c pliance with the Florida Energy Code. PREPAR r' DATE: AIrl Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 I hereby certify that this bunain j, as desig d, is i mpliance Florida Statutes. with the Florida EneravTodP. OWNER/ FNT BUILDING OFFICIAL: DATE: 7 DATE: - Compliance requires certification by the air handier unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with 403.2.2.1.1. A Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist \ f e�y 7/30/2012 4:20 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 Insulation R=5.0 R= R= R= Insulation R=30.0 R= R= Area 1788.50 ft' ft' ft' ft' Area 1720.00 ft' ft' ft' R ft' 6 176 kBtu/hr Efficiency 41.5 SEERA5.00 kBtu/hr Efficiency 41.5 HSPF:8.70 Cap: 40 gallons EF: 0.900 None PROJECT Title: Building Type: Owner: # of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: WYNNE CARLTON 70 III Bedrooms: 3 User Conditioned Area: 1720 Total Stories: 1 1 Worst Case: No WYNNE Rotate Angle: 0 Cross Ventilation: No Whole House Fan: No Single-family New (From Plans) Address Type: Lot # Block/SubDivision: PlatBook: Street: County: City, State, Zip: Street Address St. Lucie PORT ST. LUCIE , FL, 34983 CLIMATE / V Design Location IECC Design Temp TMY Site Zone 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Fort Pierce FL_ST_LUCIE_CO_INTL 2 39 90 70 75 722 62 Low BLOCKS Number Name Area Volume 1 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 ft 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 it' 286 ft' Medium 0.5 N 0.9 No 0 18.4 ATTIC # 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 7mnron4a e.nn one i ise - ci.oe�grn n eng e I c.,e,...ro o..,.e a ..f 9 WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below 0 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 6 0 448.6666 0 0 0.8 0 5 W Exterior Concrete Block - Int Insul Main 5 38 3 8 6 325.125 ft 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 # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 N 1 Metal Single (Tinted) Yes 1.3 0.5 24 ft' 0 It 6 in 0 It 0 in None None 2 E 3 Metal Single (Tinted) Yes 1.3 0.5 20 ft' 1 ft 0 in 0 It 6 in None None _ 3 S 4 Metal Single (Tinted) Yes 1.3 0.5 12 ft' 1 ft 0 in 0 it 6 in None None 4 W 5 Metal Single (Tinted) Yes 1.3 0.5 30 ft' 1 ft 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 ft 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 ft 8 It 1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess 0.000500 2255.7 123.84 232.89 0.3650 9.8363 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heal 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 7mminil A -in cnn x ICA IZID-.anon c.....:.._ Jlnc . 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 If Company Name System Model # Collector Model # Area Volume FEF None None g� DUCTS — Supply — — Return — Air Percent HVAC # V # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage ON RLF Heat Cool 1 Attic 6 176 ft' Attic 130 f12 Default Leakage Attic (Default) (Default) % 1 1 TEMPERATURES Programable Thermostat: N Ceiling Fans:Cooling Jan Venting Jan Feb kj M:r Feb Mar r Apr € [[XX]] Jun r) Jul May [[XX]] r) Aug [[[ rl Sep [ j L J Oct Oct Nov Nov Dec r 1 Jun ! 1 Jul I 1 Aug r Sep lx] 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) 68 65 68 68 68 65 PM 68 68 68 68 68 68 68 68 7/30/20'12 420 PM EnamVGauneQb [IRA - FlnRec2010 Sndinn 40F 4 1 rmmMinnl CZ . .e 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 coaling 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 KO or more stages. \ as . Ceilings/knee walls 405.2.1 R-19 space permitting. 7tin/9M9 A•9n OM FnernaRminot41 11CA - Fle Dne9Mn Q.M;nn MG A Ir.......ue.d C..p........ .._-_ - - 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 New (From Plans) 9. Wall Types 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, if 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 Insulation Area a. Under Attic (Vented) R=30.0 1720.00 ft' 6. Conditioned floor area (ft) 1720 b. N/A R= ft. 7. Windows" Description Area c. N/A R= fe a. U-Factor: Sgl, U=1.30 118.50 ft' 11 aDucts Attic, Ret: Attic, AH: Attic 6 176 SHGC: SHGC=0.50 b. U-Factor; N/A ft' SHGC: 12. Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft. a. Central Unit 41.5 SEER:15.00 SHGC: d. U-Factor: N/A ft' 13. Heating systems kBtu/hr Efficiency SHGC: Area Weighted Average Overhang Depth: 0.624 ft. a. Electric Heat Pump 41.5 HSPF:8.70 Area Weighted Average SHGC: 0.500 8. Floor Types Insulation Area 14. Hot water systems a. Slab -On -Grade Edge Insulation R=0.0 1720.10 ft' a. Electric Cap: 40 gallons b. N/A R= ft' EF: 0.9 c. NIA R= ft' 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 saving features which will be installed (or exceeded) in this home before final inspection. O herwi;e, a new EPL Display Card will be completed based on installed Code compliiaan at re d Builder Signature: / Date: a S Address of New Home:,;� City/FL Zip: . *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. _. a **Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Pro ect Summary Job: -�- wrightsoft� J rY Date: JULY 25, zolz Entire House By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST.. PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortconlrolofslc.com Project• • For: CARLTON 70111 BEDROOM, WYNNE BUILDING CORP. PORT ST. LUCIE, F 983 qq T7 t Notes: r it Weather: 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 Fort Pierce, FL, US Method Simplified Construction quality Average Fireplaces 0 Heatingg Coolingg Area(ft' 1720 1720 Volume (ft') 14858 14858 Air changes/hour 0.38 0.20 Equiv. AVF (cfm) 94 50 Heating Equipment Summary Make Carrier Trade COMFORT 15 PURON HP Model 25HCB536A30 AHRI ref no3032420 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8.5 HSPF 36000 Btuh @ 47-F 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 of Manual J 8th Ed. 2012-Aug-02 20:38:19 Page 1 �- ' r' WrightSOft' Right -Suite® Universal 2012 12.0.04 RSU05864 EAWnghtsoft HVAC%Wynne Corp1WYNNE CARLTON 70 Ill.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: comfortcontrolofslc.com Project• • For: CARLTON 70111 BEDROOM, WYNNE BUILDING CORP. PORT ST. LUCIE, FL 34983 Design Information Htg Clg Infiltration Outside db (OF) 42 90 Method Simplified Inside db (OF) 70 75 Construction quality Average Design TD (OF) 28 15 Fireplaces 0 Daily range - L Inside humidity (%) 30 50 Moisture difference (gr/lb) 1 61 HEATING EQUIPMENT Make Carrier Trade COMFORT 15 PURON HP Model 25HCB536A30 AHRI ref no3032420 Efficiency 8.5 HSPF Heating input Heating output 36000 Temperature rise 28 Actual air flow 1180 Air flow factor 0.054 Static pressure 0 Space thermostat COOLING EQUIPMENT Make Carrier Trade COMFORT 15 PURON HP Cond 25HCB536A30 Coil FX4DN(B,F)037 AHRI ref no3032420 Efficiency 12.7 EER, 15 SEER Sensible cooling 24780 Btuh Btuh @ 47°F Latent cooling 10620 Btuh OF Total cooling 35400 Btuh cfm Actual air flow 1180 cfm cfm/Btuh Airflow factor 0.049 cfm/Btuh in H2O Static pressure 0 in H2O Load sensible heat ratio 0.81 ROOM NAME Area (ft2) Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) Clg AVF (Cfm) FOYER 102 1321 904 72 45 LAUNDRY 53 982 1942 53 96 KITCHEN 144 364 3185 20 158 MS BATH 56 924 500 50 25 MS CLOSET 63 74 202 4 10 MS BDRM 305 5443 6287 296 311 HALL 23 27 72 1 4 BATH 45 603 294 27 15 BDRM 2 194 4604 3130 250 155 CLOSET 23 277 148 15 7 BDRM 3 189 1828 1439 99 71 1 293 284 526 5388 574 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2012-Aug-02 20:38:19 WilghtSOft' Right -Suite® Universal 2012 12.0.04 RSU05864 Page 1 acCi1 EAWrightsoft HVAC\Wynne Corp1WYNNE CARLTON 70 III.roP Calc = MJ8 Front Door faces: W Entire House d 1720 21733 23845 1180 1180 Other equip loads 1143 612 Equip. @ 0.95 RSM 23235 Latent cooling 5556 AA0/r V Inuo IIGV ccwv cVl av I wV I wV Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. .` Wrl htsoft' 2012-Aug-02 203ge 2 � 9 Right -Suite® Universal 2012 12.0.04 RSU058fi4 page 2 A M EAWrightsofl HVAC\Wynne Corp\WYNNE CARLTCN 70 Ill.rup Cale = MJ8 Front Door faces: W wrightsoft• Right-J® Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE SILTMORE 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 Entire House FOYER 2 Exposed wall 179.0 It 6.0 ft 3 Room height 8.6 It d 8.0 ft hwt/cool 4 Room dimensions 6.0 x 17.0 It 5 Room area 1720.0 ft2 102.0 ft2 Ty Construction U-value Or HTM Area (ft� Load Area (ftj Load number (Btuh/ft'--°F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (it) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 1pJ 12C-0sw 0.091 n 2.55 2.18 591 579 1474 1264 0 0 0 0 L� 1D-c2om 0.870 n 24.36 27.10 12 0 292 325 0 0 0 0 W 13A-5ocs 0.125 n 3.50 2.22 20 20 70 44 0 0 a 0 12C-Osw 0.091 a 2.55 2.18 156 115 293 251 48 27 69 59 11 1A41ob 1.080 a 30.24 48.10 20 1 605 962 0 0 0 0 11J0 0.600 a 16.80 17.40 21 21 353 365 21 21 353 365 1Ar 12C-Osw 0.091 5 2.55 2.18 449 443 1128 967 0 0 0 0 T-G 1A-r1om 1.270 s 35.55 26.39 6 6 213 158 0 0 0 0 WI 12C-Osw 0.091 W 2.55 2.18 325 262 668 573 0 0 0 0 - 1 Dc2ow 0.570 w 15.96 59.58 30 2 479 1788 0 0 0 0 Et 4A5-2amd 0.770 w 21.56 47.10 33 0 701 1531 0 0 0 0 P 128-0bw 0.097 - 2.72 0.85 248 232 629 198 124 124 337 106 LD 11D0 O. 390 n 10.92 11,31 16 16 177 194 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 b) Room ventilation 2896 0 816 0 90 0 25 0 13 Internal gains: Occupants @ 230 Appliances/other 2 460 3600 0 0 0 Subtotal (lines 6 to 13) 17435 18569 1138 769 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 15 Subtotal Duct loads 25% 280/6 17435 4298 18569 5276 115% 18% 1138 183 769 135 Total roam load Air required (cfm) 21733 1180 23845 1180 1321 72 904 45 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ft- 2012-Aug-0220:38:19 wrightso Right -Suite® Universal 2012 12.0.04 RSU05864 Page 1 ACCk EAWrightsoft HVAC1Wynne Corp1WYNNE CARLTON 70 Ill.rup Calc = MJ8 Front Door faces: W r+ wrightsof " Right-J® Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST.. PORT ST. LUCIE, FL 34983 Phone: 772-070-2799 Fax: 772-785.9144 Web: comfortcontrolofslc.com Job: Date: JULY 25, 2012 By: PATRICIA ZIMMERMAN 1 Room name LAUNDRY KITCHEN 2 3 Exposed wall Room height 7.5 ft 8.0 It heat/ccol 0 it 8.0 it heat/ccol 4 Room dimensions 7.0 x 7.5 ft 1.0 x 144.0 it 5 Room area 52.5 ft' 144.0 fl' Ty Construction U-value Or HTM Area (ft� Load Area Load number (BtuNft?'F) (BluNW) or perimeter (ft) (eluh) or perimeter (ft) (Bluh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 lH! LC W 12C-Osw 1Dc2om 13A-5ocs 0.091 0.870 0.125 n n In 2.55 24.36 3.50 2.18 27.10 2.22 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �1 12C-Osw 0.091 a 2.55 2.18 0 0 0 0 0 0 0 0 11 �D 1A-rlob 11J0 12C-Osw IA-rlom 12C-Osw 1 Dc2rxv 4A5-2cmd 1.080 0.600 0.091 1.270 0.091 0.570 0.770 a a s s w w w 30.24 16.80 2.55 35.56 2.56 15.96 21.56 48.10 17.40 2.18 26.39 2.18 59.58 47.10 0 0 60 0 0 0 0 0 0 60 0 0 0 0 0 0 153 0 0 0 0 0 0 131 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 W, LC W P 12B-Obw 0.097 - 2.72 0.85 56 40 108 34 68 68 185 58 I-D 11D0 0.390 n 10.92 11.31 16 16 177 184 0 0 0 0 C 16A-30m1 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 30B 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 Redistribution Subtotal Duct loads 16% 18% 0 0 0 846 1" 0 0 0 1651 291 16% 18% 0 0 0 314 50 0 0 0 2708 477 Total room two Air required (cfm) 982 53 1942 96 364 20 3185 111 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. "FP' wri ht5oft' 2012-Aug-02 20:38:19 9 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 2 ACCA E:1Wrightsofl HVACIWynne CorplWYNNE CARLTON 70 Ill.rup Cato =MJB Front Door faces: W wrightsoft' Right-M Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST.. PORT ST. LUCIE. FL 34983 Phone: 772-878-2799 Far 772-785-9144 Web: comfoncontmlofslc.com Job: Date: JULY 25, 2012 By: PATRICIA ZIMMERMAN 1 Room name MS BATH MS CLOSET 2 Exposed wail 8.0 ft 0 it 3 Room height 8.0 It heat/cool 8.0 it heat/cool 4 Room dimensions 7.0 x 8.0 ft 7.0 x 9.0 It 5 Room area 56.0 W 63.0 ft' Ty Construction U-value Or HTM Area (111 Load Area (ft� Load number (Btuh/ft'-°F) (Bluh/ft= or perimeter (ft) (Btuh) or pedmeter (ft) (Btuh) Heat Cool Gross NIP/S Heat Cool Gross N/P/S Heat Cool 6 N/ 12C-Osw 0.091 n 2.55 2.18 0 0 0 0 0 0 0 0 �G 1Dc2om 0.870 n 24.35 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 �I 12C-Osw 0.091 a 2.55 2-18 0 0 0 0 0 0 0 0 11 �G 1A-rlob 1.080 a 30.24 48.10 0 0 0 0 0 0 0 0 `D 11J0 0.600 a 16.80 17.40 0 0 0 0 0 0 0 0 12C-Osw 0.091 s 2.55 2.18 64 58 148 127 0 0 0 0 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 - 1Dc2ow 0.570 w 15.96 59.58 0 0 0 0 0 0 0 0 Ev G 4A5-2omd 0.770 w 21.56 47.10 0 0 0 0 0 0 0 0 q 12e-Obw 0.097 - 2.72 0.85 0 0 0 0 0 0 0 0 I---D 11D0 0.390 n 10.92 11.31 0 0 0 0 0 0 0 0 C 10A-30m1 0.032 - 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 -4 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 6to 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% 15% 128 65 32% 42%1 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. ' Y wrightsoft' Right -Suite® Universal 2012 12.0.04 RSU05864 2012-Aug-02 2 Page 3 �� EAWnghtsoft HVAC1Wynne Corp1WYNNE CARLTON 70111.mp Cale = MJ8 Front Door faces: W g 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 Room name MS BDRM HALL 2 Exposed wall 49.0 ft 0 It 3 Room height B.5 It heat/ccol 8.0 It heat/cool 4 Room dimensions 1.0 x 304.5 ft 4.5 x 5.0 If 5 Room area 304.5 ft2 22.5 ft' Ty Construction U-value Or HTM Area (ftl Load Area (ft') Load number (BtuNftMF) (Btuh/ft5 or perimeter (ft) (Bluh) or perimeter (R) (Btuh) Heat I Coal Gross N/PIS Heat Cool Gross NIP/S Heat Cool 6 lq/ 12C-0sw 0.091 n 2.55 2.18 81 81 206 176 0 0 0 0 Ll' 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 W� 12C-Osw 0,091 a 2.55 2.18 0 0 0 0 0 0 0 0 11 �G 1A-r1ob 1.080 a 30.24 48.10 0 0 0 0 0 0 0 0 I-D 11J0 0.600 a 16.80 17.40 0 0 0 0 0 0 0 0 UV 12C-0sw 0.091 s 2.55 2.18 217 217 552 473 0 0 0 0 `l' 1A-r1cm 1,270 s 35.56 26.39 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 w 2.55 2.18 119 89 227 194 0 0 0 0 1Dc2ow 0,570 w 15.98 59.58 30 2 479 1788 0 0 0 0 4A5.2omd 0.770 w 21.56 47.10 0 0 0 0 0 0 0 0 P 12B-Obw 0.097 - 2.72 0.85 0 0 0 0 0 0 0 0 L--D 11D0 0.390 n 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) Infiltmticn 221 0 0 b) Room ventilation 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 Subtotal (lines 6 to 13) H320/0 +42 4414 20 51 Less external load 0 0 0 0 0 Less transfer 0 0 0 Redistribution 0 4414 20 51 14 15 Subtotal Duct loads 1874 32% 42% 6 21 Total mom load 5443 6287 27 72 Air required (cfm) 29fi 311 1 4 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigtttt5oft' Right-SuBe® Universal 2012 12.0.04 RSU05864 2012-Aug-02 2 Page 4 AC�A E:\Wrightsoft HVAC%Wynne Corp\WYNNE CARLTON 70 Ill.mp Calc = We Front Door faces: W wrlghtsoft• Right-JO Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfoncontrolofslc.com Job: Date: JULY 25, 2012 By: PATRICIA ZIMMERMAN 1 Room name BATH BDRM 2 2 Exposed wall 5.0 ft 40.5 It 3 Room height 8.0 If heat/cool 8.0 It heat/cool 4 Room dimensions 9.0 x 5.0 ft 1.0 x 193.5 ft 5 Room area 45.0 W 193.5 ft' Ty Construction U-value Or HTM Area (flj Lead Area (ft-) Load number (Btuhiff-°F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 lq/ 12C-0sw 0.091 n 2.55 2.18 40 40 102 87 108 108 275 236 t-�i 1Dc2om 0.870 n 24.36 27A0 0 0 0 0 0 0 0 0 W 13A-5ocs 0.125 n 3.50 2.22 0 0 0 0 0 0 0 0 12C-Osw 0.091 a 2.55 2.18 0 0 0 0 108 68 224 192 11 Lz tAtlob 1.080 a 30.24 48.10 0 0 0 0 20 1 605 962 11J0 0.600 a 16.60 17.40 0 0 0 0 0 0 0 0 W, 12C-0sw 0.091 S 2.55 2.18 0 0 0 0 108 108 275 236 -G IA-r1om 1.270 s 35.56 26.39 0 0 0 0 0 0 0 0 w 12C-Osw 0.091 w 2.55 2.18 0 0 0 0 0 0 0 0 0.570 w 15.96 59.58 0 0 0 0 0 0 0 0 Et1Oc2ov 4A5-2omd 0.770 w 21.56 47.10 0 0 0 0 0 0 0 0 P 12B-0bw 0.097 - 2.72 0.85 0 0 0 0 0 0 0 0 LD 11D0 0.390 n 10.92 11.31 0 0 0 0 0 0 0 0 C 16A-30ml 0.032 - 0.90 2.32 45 45 40 104 194 194 173 449 F 22A4pm 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 lead Less transfer Redistribution Subtotal Duct loads 32% 42% 0 0 0 383 121 0 0 0 207 88 32% 42% 0 0 0 3500 1104 0 0 0 2197 933 Total room load Air required (cfm) 503 27 294 15 4604 250 3130 155 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htNoft' 2012-Aug-02 20:38:19 9 Right -Suite® Universal 70 I l.rup 4 ale = M 64 Page 5 i7CZ`A E:\Wdghtsoft HVAC\Wynne Corp\WYNNE CARLTON 70 Ill.rup Cale = MJe 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 Far. 772-785-9144 Web: comfortcontrolofslc.com Job: Date: JULY 25, 2012 By: PATRICIA ZIMMERMAN 1 2 Room name Exposed wall CLOSET 2.5 If BDRM 3 14.0 ft 3 4 Room height Room dimensions 8.0 ft heat/cool 9.0 x 2.5 ft 8.0 ft heat/cool 13.5 x 14.0 ft 5 Room area 22.5 ft2 189.0 fN Ty Construction U-value Or HTM Area (fl2) Load Area (fl') Load number (BtuWftMF) (Btuh/ft') or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Lp/ 12C-Osw (1091 n 2.55 2.18 0 0 0 0 112 100 255 218 LG 1D-c2om 0,870 n 24.36 27.10 0 0 0 0 12 0 292 325 11 W L12C-Osw -G D V WI 13A-5ccs 1A-rlob 11J0 12C-Osw 1A-rlom 12C-Osw 0,125 0.091 1.080 0.600 0.091 1.270 0.091 n a a a s s w 3.50 2.55 30.24 16.80 2.55 35.56 2.55 2.22 2.18 48.10 W.40 2.18 26.39 2.18 20 0 0 0 0 0 0 20 0 0 0 0 0 0 70 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 - Lt 1Dc2ow 4A5-2omd 0.570 0.770 w w 15.96 21.56 59.58 47.10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 FL 12B-Obw 0.097 - 2.72 0.85 a 0 0 0 0 0 0 0 11D0 0.390 n 10.92 11.31 0 0 0 0 0 0 0 0 -O C 16A-30ml 0.032 - 0.90 2.32 23 23 20 52 189 189 169 438 F 22A-1pm 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 1 32% 42% 0 0 0 210 66 0 0 0 104 44 32% 42°/a 0 0 0 1390 438 0 0 0 1010 429 Total room load Air required (cfm) 277 15 148 7 1828 99 1439 71 Calculations approved by ACCA to meet all requirements of Manual J Sth Ed. 2012-Aug-02 2 wrightsoft' Right -Suite® Universal 2012 12.0.04 RSU05864 Page 6 AOCA E:1Wrightsoft HVAC1Wynne Corp\WYNNE CARLTON 70 Ill.rup Calc = MJ8 Front Door faces: W wrightsoft• Right-JO Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax 772-785-9144 Web: comfortcontrolofslc.com Job: Date: JULY 25, 2012 By: PATRICIA ZIMMERMAN 1 Room name LIVING RM 2 Exposed wall 46.5 It 3 Room height 9.8 It heat/cool 4 Room dimensions 1.0 x 525.5 fl 5 Room area 525.5 W Ty Construction U-value Or HTM Area (ft� two Area Load number (Btuh/ftk'F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Coot 6 V/J 12C-0sw 0.091 n 2.55 2.18 250 250 637 546 -G 1D-c2om 0-870 n 24.36 27.10 0 0 0 0 W 13A-5ocs 0.125 n 3.50 2,22 0 0 0 0 WI� 12C-0sw 0.091 a 2.55 2.18 0 0 0 0 11 - 1A-r1ob 1.080 a 30.24 48.10 0 0 0 0 D 11J0 0.600 a 16.80 17.40 0 0 0 0 U,J 12C-0sw 0.091 s 2.55 2.18 0 0 0 0 T-G 1Aglom 1.270 5 35.56 26.39 0 0 0 0 W 12C-0sw 0.091 w 2.55 2.18 206 173 442 378 1D-c2ov 0.570 w 15.96 59.58 0 0 0 0 4AS-2omd 0.770 w 21.55 47.10 33 0 701 1531 Fj 12B-0tyw 0.097 - 2.72 0.85 0 0 0 0 L-D 11DO 0.390 n 10.92 11.31 0 0 0 0 C 16A-30ml 0.032 - 0.90 Z32 526 526 471 1219 F 22A4pm 1.180 - 33.04 0.00 526 47 1536 0 6 c) AED excursion 506 Envelope loss/gain 3785 4180 12 a) Infiltration b) Room ventilation B57 0 242 0 13 Internal gains: Occupants @ 230 Appliances/other 2 460 0 Subtotal (lines 6 to 13) 4643 4882 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 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. wrighYsofC 2012-Aug-0220:38:19 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 7 AC A E:1Wrightsofl HVAC1Wynne Corp\WYNNE CARLTON 70 Ill.rup Calc = MJ8 Front Door faces: W 1'r' DESCRIPTION: BEING ALL OF 32 SAN ROBERTO, OF THE UNRECORDED PLAT OF COUNTRY CLUB VILLAGE, 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 SURVEYORS NOTES: 1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE SHOWN HEREON. 2. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE LOCATED UNLESS OTHERWISE SHOWN. II 3. THIS SITE LIES WITHIN FLOOD ZONE 'X', ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111CO070 J, EFFECTIVE DATE 2-16-12. 4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. to 5. BEARINGS SHOWN HEREON ARE REFERANCED TO THE CENTERLINE OF SAN ROBERTO HAVING AN ASSUMED BEARING OF EAST, ACCORDING TO THE UNRECORDED PLAT OF COUNTRY CLUB VILLAGE, 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. SAN ROBERTO / 20' PAVED ROAD / z AVERAGE TOP N OF FORMS �. FI FVAnnN=77.1 PAno 1LE: 1"=30' ALEXANDER J. PIAZZA PSK INC. TE: 8-27-15 Surveying " Mapping " Consulting AWN: CJM*LBf7250 619 SW BRtmore Street Port St. Lucie, Florida 34983 B NO.: Phone: (772) 340-7770 15-2146 Fax (772) 340-2250 PERMIT P. /.SaG-oSfia is66-05zla St..1i'j co FL Da?� Kpsipxl w UNE RECEIVED SEP 02 2015 CERTIFIED TO: ' .0, WYNNE BUILDING CORPORATION " `f ALEXANDIK, J. PI Professional'Surveyor & Mappyyer Florida Certificate No,: 6330 15 46.dwo. 8/28/2015 7:32:09 AM