Loading...
HomeMy WebLinkAboutSUBMITTED PAPERSALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: 30 S Permit Number: 1 So6 , 0 S3� z ~� JUN 2.9-1015 RECEV.'LD SCq Building Permit Application 9t ey�Eo Planning and Development Services CuQ1,e CO Building and Code Regulation Division UntY 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: III Address: 34 SILVER OAK DR. Legal Description: SECTION 26 / TOWNSHIP 36s, RANGE 40e Property Tax ID #: 3414-501-1701-000/9 Lot No. 34 Site Plan Name: SPANISH LAKES ONE Block No. Project Name: t Setbacks Front �JO� Back: 5� Right Side: \`1 I Left Side: VI 1 DETAILED DESCRIPTION OF WORK: 'I MOBILE HOME REPLACEMENT: SINGLE FAMILY RESIDENCE - 2 BEDROOM / 2 BATH / GARAGE CONSTRUCTION INFORMATION: III RHVAC GasTankOGasPiping UShutters Windows/Doors Z✓Electric 0Plumbing Sprinklers 11Generator Roof Total Sq. Ft of Construction: 2,108 Cost of Construction: S 58,000 SQI FFtt.I of First Floor: 2,108 Utilities:IlSewer 0Septic Building Height: OWNER/LESSEE: CONTRACTOR: Name WYNNE BUILDING CORPORATION Name: MATTHEW LYLE WYNNE Address: 8000 SOUTH US HWY. 1 SUITE 402 Company: WYNNE DEVELOPMENT CORPORATION City: PORT ST. LUCIE State: FL Zip Code: 34952 Fax: (772) 878-7656 Phone No. (772) 878-5513 Address: 8000 SOUTH US HWY. 1 SUITE 402 City; PORT ST. LUCIE State. FL Zip Coder 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 $2$00 or more, a RECORDED Notice of Commencement is required. /« vFJcVh y237 -yyc SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION: DESIGNER/ENGINEER: _ Not Applicable Name: BRAOENaBRAOEN MORTGAGE COMPANY: x Not Applicable Name: Address:417 COCONUT AVE. Address: City: STUART State: Pr Zip: 34996 Phone: m21287-8258 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 contlict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before commencing work or recording your Notice of Commencement. Signature of Owner genT e�s—e "Si;nature;ofl ohtra --icense,_ HoIde7,-'v'"-�'' STATE OF FLORIDA STATE OF FLORIDA COUNTY OF qf- _ Lys;. COUNTY OF St- Tx,r•; P The forgoing instrument was acknowledged before me The forgoing instrument was acknowledged before me this 29 day of June 20 Nkby this 29day of ,Tune 20_gcby 15 15 Afatthe* Lyle Wynne (Name of perso cknowledging) (Name of person acknowledging) ignature of Notary Public -State otp6ricla) is" naEu of Notary Public- State of FI a ) Personally Known x OR Produced Identification Personally Known OR Produced Identification Type of Identification Produced Type of Identification r�oduced Commission No. Commission No. (Seal) SWMMAME MY COMMISSION f FF 187647 -••$airs tnrmea: room w,o,�� Revised07/15/2014 ` xr.,t BondedihNNoaryPZUMe -Z- COMMISSION / FF 187617 EXPIRES: Febmary 23, 2019 y�OF,t;,ic Bonded Thor Nobly Pubic Udemllen REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEATURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW I q 9 / �/5 COMPLETEDATE / 1 INITIALS RECTO D E` St. Lucie County Building'& Zoning 2300 Virginia Ave tp Fort Pierce, FL 34982 BUILDING PERMIT SUB -CONTRACTOR SUMMARY. Wynne Building Corporation will be using the following sub -contractors for the (Company/Individual Name) project located at �� ✓ \�'e-\ O (q,� �� (Street address or Property Tax ID #) It is understood that if there is any change of status regarding the participation of any of the sub -contractors listed below, I will immediately advise'the Building and Zoning Department of St. Lucie Co only. Trade Name of Company/Contractor St. Lucie County/ State of Florida License Number Electrical S & W Electric, Inc. 2045 ER0009416 Plumbing Lindquist Plumbing & Supply Co. 19150 CFC057672 HVAC/ Comfort Control of St. Lucie 8288 Mechanical CACO24379 Roofing Treasure Coast Roofing, LLC 19496 RC29027087. Gas PERMIT I I ISSUE DATE: 04/23/2015 09:12 7728787656 WYNNE BUILDING CORP 6ECF."7D JUN 2 9-2015 PAGE 02/02 PERMIT# I I ISSUE DATE PLANNING & DEVELOPNMN1' SERVICES Building & Code Compliance Division BUJI DING PERMrr SUBCONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number. State of Florida Certification Number (If app6aeble): S&W Electric have agreed to be the (Company Name/Individual Name) Sub-contractorforWynne Development Corp. (Type of T) ade) . 1 / (Primary Contractor) For the project located at "\ J �\�I ems. C,\C- Tax It is understood that, if there is any change of status regarding our participation with the above mentioned Project, I will immediately advise the Building and Zoning Department of St. Lucie County by filing a Change of Sub -contractor notice. (Form: SLCCDv (No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) NOTARIZED SIGNATURES ARE kU QUIREID Business Name: S&W Electric Addross: 501 W_ Coker Rd. City/State/Zip: art Pierce FL_ 34945 Phone: _ email: XXGXN@X�E�� Lawrence Stubbs 'I(o �5 PRINT NAME DATE STATE OF FLORIDA, COUNTY OF l.� - 1 t C 1 e- ^1/ THE FOREGOING INSTRU ENT V AS SIGNED BEFORE ME TIiIS d�(a' HAX OF �S�-C 20�.s BY WHO LS PERSONALLY KNOWN 1/ OR BIAS PRODUCED SLCPDS: 12/)(6/2013 AS IDEN71FICATION. PRINT NAME OF NOTARX PUBLIC J (STAMP) LAURA R. CUBBEDGE Commission # EE 209915 a ' Expires October 21, 2016 .'rP,'F,{h�'' PnnkdThiuTmyran Wvanca800.1951019 04/15/2015 10:55 7728787656 , RECEIV'D JUN 2 9-1015 WYNNE BUILDING CORP, -\ PAGE 02/02 PERMIT t ISSUE DATE *si?• .icy . x I �. PLANNING & DEVELOPMENT SERVICES i Building & Code Compliance Division BUILDING PERMIT SUBCONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 7 F a n t State of Florida Certification Number(if epphcabto): CFC1428458 T.indguist Plumbing have agreed to be the (Company NamwIndividual Name) Plumbing Sub-contractorforWynne Development Corp - (Type of Trade) (Primwy Contractor) For the project located at Strect Address or Property Tax ID 0) 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: SLCC))V (No. 004-00) BUSYNESS QUALIMR (Name of the Individual shown on the Contractor's License) NOTARIZED SIGMATUR ES ARE REQUIRED Business Name: Lindquist Plumbing Address: 3185Sneed Rd. Airy/Statc/Zip: PQrf. o , F7 v d R d S Pbone; (7-77) 4F1_TaFa email: "'✓ Wade Carp LQ\��0�`✓ SIGNATURE PRINT NAME DATE STATE OF FLORIDA, COUNTY OF 57 - THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS � DAY OF �u N 6-, 20�� / BY �L `�I OF ceq�s WHO IS PERSONALLY KNOWN ✓ OA HAS PRODUCED IDENTIFICATION. flit A�`�T aK—A i6q& .Qca.•. _Db ieoTl-f y Ay N D A c. J (STAW) SIGNATURE OFJNOTARY PUBLIC PRINT NAME OF NOTARY PUBLIC SLCPDS: I2/16/2013 :....'>" DOROTHY ANN BASKIN fit•s Notary Public • State of FWWa '• . . • My Comm. Expires Oct 2, 2016 o•.° Commission A FF 015226 Bonded Thrnu7h National Notary Assn. V1/1Jf LVLJ iV. JL IILVI V�VJV RECER'.�D JUN 2 9,2015 PLANNING & DEVELOPMENT Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number. A98Ai State of Florida CertilicationNumbcrMaPP6rnbm): CACO29379 Comfort Control of St. Lucie County, Inc. ! have agreed to be the (Company Name/individual Name) air conditioning Sub-contrsctorfor w nne Development Corp. (Type of Trade) (Primary Contractor) For the project located at \ \mil 2.� (Project Street Address or Property Tax ID ff) 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 Deparnuent of St. Lucie County by filing a Change of Sub -contractor notice. (Form: SLCCDV (No. 004-00) t BUSMSS QUALIMR (Name of the Individual shown on the Contractor's Licc i e) I NOTARIZET) SIGNATURES ARE REQU.MD Business Name: Comfort Control of St Lucie County. IInc. Address: r City/state/Zip: Port St. 'Lucie FL. 34983 Phone: (772)_-769--°81 o email: ARAIDA, �PRfINT NAME DATE COUNTY OF ✓ I . Luc- , �/— THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME TR sQkdk DAY OF WHO IS PERSONALLY KNOWN OR HAS PRODUCED .(. G'1 L�4LJ `SIGNATU OF NOTARY PUBLIC SLCPDS-.12/162013 AS IDENTIFICATION. PUBLIC (STAMP) 193340 1 PERMIT # ISSUE DATE PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number (If applicable): Treasure Coast Roofing, LLC have agreed to be the (Company Name/Individual Name) goofing Sub -contractor for Wynne Development Corp (Type of Trade) (Primary Contractor) For the project located at —\ z�- -\\\ Q (Project Street Address or Property It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by filing a Change of Sub -contractor notice. (Form: SLCCDV (No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) NOTARIZED SIGNATURES ARE REQUIRED Business Name: Treasure Coast Roofing, LLC Address: 1816 Biltmore St. City/State/Zip: Pnrt St_ Lucie, FL. 34984 Phone: (772) 343-8308 email: 6 Brian Maloney S GNATUR PRINT NAME DATE STATE OF FLO IDA, COUNTY OF S 1 / . -u o r E _ THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS c -(e DAY OF u N c 20 / $� BY & 14,y 1V 4C-ONE`/ WHO IS PERSONALLY KNOWN t/ OR HAS PRODUCED AS IDENTIFICATION. (STAMP) bl1 � �aKoTNY nli+� �ASKinI SIGNATURE qf NOTARY PUBLIC PRINT NAME OF NOTARY PUBLIC SLCPDS: 12/16/2013 o„ua DOROTHY ANN BASKIN l�R� Vp �� 4a.•, No[uy public • Bli4rr rH A @. • , My Datum. Expire Om 2.2015 • ,,, Pf Bonded Through Nall tl Nstuy Assn. RECEIVED JUN 2 91015 ST. LUCIE COUNTY BUILDING & ZONING 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 772-462-1553 FILLED LANDS A-FFIDA 'IT 1, the undecstgned, am Lhe owner of the following described property:�� Part of 3414-501-1701-000/9; Section 26L Township 36s S Range 40E (Tax ID/Legal d esc riptic, rt/Ad dress) for which I have applied to St. Lucie County for a Final Development Permit. In accepting Lhls Final Development Permit, BP Number , I acknowledge that as owner of the above described property, and in accordance with Section 7.04.01(D), St. Lucie County Land Development Code, I shall be responsible for assuring adequate drainage so that the Immediate community WILL NOT be adversely affected. I further acknowledge that in granting this permit for the development of this property, St. Lucie County is nettlier obliged nor liable to provide for, or maintain in any form, adequate drainage off my property which will not adversely affect the immediate community. Matthew Lyle Wynne fi 06��'IS Property Owner Name P exty Qwne$rgr Mute _ Date STATE OF FLO RIDA. COUNTY OF S t- Lucie ACKNOWLEOG ED BEFORE ME THIS _29i-h DAY OF ,7nne . 20 S By Mat:rhew L le Wynne HOTS PERSONALLY KNOWN TOME RWHOHASPRr)OUCEO AS IDENTIFICATION. RIIF:an Magna SIGNATURE OF NOTARY �lrTYPE OR PRINT NAME OF NOTARY (SEAL) NOTARY PUBLIC TITLE COMMISSION NUMBER W GEE A # FF 187647 FeMwry 23, 2019 '••1,afK,•` OaIWad Thm NoWyPul"UIdemXYm JUL 13 20JE Pucie ounty,TING FL Pirofesslonal Insulators of South Florida St. Lucie County, FTC Insulation installation Certificate To: 1St Lucie Comity Date: June 30, 2016 Re: I Lot/Block: Address: 134'Silver Oaks Project The ondersivned herebv eerfifree Ant inmantinn hne he. i..t.1W in the ahmn a� n.....-.w. �u.. 1. Exterior CBS walls have been insulated with: - -Sptsy-on Cellulose - - Thkimess in inches Fiberglass Blankets Manufacturer: M Fog Rock Wool Blankets Density: X Aluminum Foil R-Value: R 4.1 •d Board Polystyrene er 2. Ceiling$ (level) have been insulated with: Spray -on cellulose Thickmess in inches: 11.1" X Fiberglass Blown Manufacturer: Ciimatepro Rock Wool Blankets Density: Aluminum Foil R-Vaine: R30 Polyurethane Open Cell SPF Ceilings (loaccesdble) insulated with: Spray -on Cellulose . Thickness in -inches; 9S" X Fiberglass Blankets Manufacturer: Johns Manville Ignition Barrier Density: Fiberglass Blown R-Value: R 30 Cellulose Louse Fin Open Cell SPF 3. Interior kneewans have been insulated with: Fiberglass Blankets Thickness in inches: Fiberglass Loose Fin Manufacturer: Rock wool Density: Fiberglass Blown R-Value: Cellulose Loose Fill Open Cen'SPF 4. G,arage'partition walla of A/C living area have X Fiberglass Blankets been insulated with: Rock Wool Thickness in inches: 3.510 Polyarethane Manufacturer: Johns Manville Spray -on Cellulose Density: pen Celt SPF R-Value: R 11 5.- The following have been insulated: �``� �~•77_4y+ MW I Z • $EAL �•° .� :- _ Zoos =.._ 'competency ,kd�•`•,,`, ., - . �. W%TBm Du"ims Coles. General CoutractBuilder COC1254041 #+, Professional Insulators of South Florida, lac. Insulation Contractor By: Lti9—J LOW MbOd Z9 H 999L8L83LL da 00 Bu i p [ i n8 auuAM —NMJ M: g L 9 L ,—£ L-0 Planning & Development Services Building & Code Regulation Division 2300 Virginia Ave Fort Pierce, FL 34982 772-462-2165 Fax 772-462-6443 Request for 30-Day Temporary Power Release Date: Permit Number:\ Project Address: THE UNDERSIGNED HEREBY REQUEST RELEASE OF ELECTRICAL POWER TO THE ABOVE DESCRIBED PROPERTY, FOR A PERIOD NOT TO EXCEED THIRTY (30) DAYS, FOR THE PURPOSE OF TESTING SYSTEMS AND EQUIPMENT IN PREPARATION FOR A FINAL INSPECTION. IN CONSIDERATION OF APPROVAL OF THE REQUEST WE HEREBY ACKNOWLEDGE AND AGREE AS FOLLOWS: 1. This temporary power release is requested for the above stated purpose only, and there will be no occupancy of any type, other than that permitted by constauctfon during this time period. 2 As witriess 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 wi ting 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, INCLUDING ANY DAMAGE WHICH MAY BE INCURRED DUE TO THE DISCONNECTION OF ELECTRICAL POWER IN THE EVENT OF VIOLATION OF THIS `AGREEMENT. SIGNATURE DATE DATE RECEIVED JUN 20 2016 66t-d Z000/ZOOOd 91,0-1 999L8L8ZLL d,io0 Buiplin8 auuAM -W08A 8L:LL 9L,-OZ-90 • Termite Inspection JeS05 Christ is lard ,72-323=7921 • Termite Pretreatment ®ffid-A-Bug Toll Free: 1-877-365-9990 • Pest Control � Termite & • Rodent Service Pest Fax: 772-340-5990 • 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 p 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 c' II TERMITE SERVICE I RODENT EXCLUSION & REMOVAL I WHITEFLY TREATMENT DATE OF SERVICE 6' I - 16 TIME X DEVELOPMENT NAME (PROJECT) C21TRACTOR'S NAME CONTACT PERSON 14 S . ( Oc ,A 1 0 , A �- STRUCTURE ADDRESS (LOT/BLOCK) ;CITY, STATE, ZIP CODE COUNTY Silver a� ^r Cs s+. Itnc�e NO eqnn�a 15oG -®� ���r.;nHt��r,✓etec✓/,0_ I. 3y�rsz_ TRFATMFNT TVPFIARFA ❑ FLOATING MONOLITHIC PATIO ❑ CUTOUTS ❑ FOOTER ❑ FRONT ENTRY ❑ TAMP &TREAT ,,12MEATONLY FINAL PRODUCTS A13ASELINE ❑ DOMINION 2LACTIVE INGREDIENT ❑ OTHER ACTIVE INGREDIENT CONCENTRATION W0�6% ❑ .12% SQUARE FOOTAGE_ ❑ GARAGE ArbRIVEWAY ❑ RETREAT ❑ BORA CARE TREATMENT ❑ POOLDECK ❑ OTHER_ ❑ TERMIDOR SC ❑ BORACARE ❑ PREMISE ❑ STEM WALLIFOOTERS ❑ ADDITION ❑ PLUMBING CUTOUTS ❑ SIDEWALKS .❑ IMIDACLAPRID AIFENTHRIN ❑ DISODIUM OCTABORATETETRAHYDRATE ❑ .25% 0.05% ❑ 23% ❑ 9% ❑ OTHER GALLONSAPPLIED / r) s/r LINEAR FOOTAGE ' 5-6 LIr SQUARE FOOTAGE VERIFIED DYES ❑ NO RYES ❑ NO /MEASURED OR VERIFIED PER PLANS As per 104.2.6 FBC - If soil chemical barrier method for termite prevention is used. Final exterior treatment shall be completed prior to final building approval. Certificate of Compliance: The building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with rules and laws established by the Florida Department of Agriculture and Consumer Services. (Per the Florida Building Code.) If this notice is for the final exterior treatment, initial and date this line ::�Ls 1 t— b - 7 -6 FINAL STICKER ❑ ELECTRICAL PANEL ❑ WATER HEATER .44"THER. ln� G �.L.�L✓O/'GL Payment Terms: Payment due at time of service. 6-7-1t Dale Date Applicator: (Evict A Bug Termite and Pest Control, Inc.) fiect�— Ct/1 s—r a^C_ Customer (Property Owner or Agent) O�TITAN / CONCRETE Materials for Life° groncrete "Thank you - We appreciate your business' SQ / Q Ticket no. FORT PIERCE 4199 SELVITZ ROAD 285E„38 FT PIERCE, FL 34982 Delivery date Plant Truck Driver Truck size Type job OE/08/IF, 628 13:I6 PAYOUTE, LEINTZ 1 5.001 DRIVEWF Customer no. Customer name Zone Tax CD 90004535 I RODI\IEY HALL CONCRETE' CONST I T Tarmac project no. Customer P.O.. no. Order no. _ - I Terms code .Charge delivered 3-C.O.D. Time due 441031 I c 1 :4�E I2-Charge F.O.B. 4-C.D.D -F.O.B. 08 eJQ1 Delivery name and address Lot Block County $T LUCIE COUNTY -- 34 SiI_VER OAT S, PORT ST LUCIE IF uamns 2]DANi SH LAKEt3 UINt Slump 5. 0Q Quantity I Product U/M, Unit price (Amount LoadCumulative I Ordered Code Description 5. 0rn 5.00 15 00 CAF 95R102500 057 CY S.IAO 113:364 MASTERFIBER M35 — Ott CY 1. 00 SM 007 FUEL SURCI-IG LD 1.00 804 014 ENVIRON SURCHIS I L_D Load 4dditional water Gallons of water added i site Start discharge Finish discharge .AI4 �`0 I to this concrete will reduce its streri Gallons of water added: Gallons of water a Leave job site Arrive plant Subtotal � Sales tax TOTAL Any water added is at customer's risk. Amt of CY Retained: Tested // Tested properly No.. g 6„ r ri Authorized and received by ❑ Ye No ❑ Yes ❑ No f 2-',% v 0I U 2' X� %y j ' fety is a constant state of mind, with -ry employee feeling responsible W6LrPvPntable to cause him ely, on the belief and Lot: Block: Address: Correct Not Correct V 4916 TITAN FLORIDA LLC ' TERMS AND CONDITIONS;OF SALE 1. All sales will be subject to these terms and conditions ("Contract") and, if buying on credit, to Buyer's credit agreement with Seller, incorporated herein by reference; all other terms, including any teens 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 venire of the state and federal courts for the location of the delivery site of the goods sold hereunder. 2. Payment terms: Net the last day of the month following the month of deliyery, without deduction, retainage, set off or charge backs. A cash discount of 1 % I Oi proximo may be deducted if no previous balances are past due. Interest at the lesser of Ph%per month or the maximum rate allowed by law will be imposed on outstanding 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 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 1'6 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 defivery points beyond paved streets. For delivery beyond curb lines, Buyer assumes all liability for damage to vehicles, sidewalks, driveways, pipes, septic tanks, and/or other property, and Buyer will indemnify and hold Seller harmless from and against any and all liability, loss and expense incurred as a result of such delivery, including but not limited to towing charges, except to the extent caused by Seller's gross negligence or willful misconduct. Buyer waives any right of subrogation against Seller. 6. Buyer is responsible for full payment of, including all costs of disposal and Seller's. return charge per truck for, (i) orders not cancelled at least one hour prior to delivery time; (ii) concrete delivered due to Buyer's mistake or in excess of requirements; (iii) concrete not deliverable due to unsuitable approaches. 7. Concrete prices and quantities are based upon the wet volume at the time of discharge from the truck, and are not sold "form measurement" or measured "in place". Yield will be established in accordance with applicable ASTM standards. Buyer will pay all charges incident to inspection or tests made by or on behalf of Buyer. 8. Limited Warranty: Buyer is solely responsible for determining the type and quantity of goods to be purchased. Seller warrants that its products will meet or exceed applicable American Society for Testing Materials ("ASTM") and American Concrete Institute ("ACI") standards, when tested in accordance with ASTM and evaluated by ACI standards. Seller will repair or replace any goods supplied by Seller that fail to meet this limited warranty, within one year after delivery thereof. Seller will uphold its warranty obligations under Florida statute 718.203, as applicable. ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED, INCLUDING WITHOUT LIMITATION THE WARRANTIES OF MERCHANTABILITYAND FITNESS FOR A PARTICULAR PURPOSE, ARE IIEREBY EXPRESSLY EXCLUDED. THE REMEDY SET FORTH IN THIS SECTION 8 WILL CONSTITUTE THE SOLE REMEDY OF BUYER UNDER THIS LIMITED WARRANTY. 9. Seller will not be responsible for slump, strength or quality of any concrete to which water or other material has been added by or on behalf of Buyer. Buyer will be responsible to see that the concrete is handled in accordance with best construction practices. Seller has no control over the placing or handling of concrete after unloading and does not guarantee the finished work in which it is used. Buyer will be responsible to prevent concrete after unloading from coming into contact with any material, such as aluminum, which may adversely impact concrete strength. 10. Buyer will famish any admixtures or ingredients it desires that are not regularly supplied by the Seller in the marketplace. Buyer will be solely respon- sible for the effect of such adibixture 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 ingredient charge payable by Buyer. 11. Concrete will be batched and delivered in accordance with ASTM C-94. Concrete temperature will be dictated by the environmental and material condi- tions at the time of delivery. Any requirement beyond these conditions will require the implementation of controlled measures during production at the expense of Buyer. 12. Buyer must give Seller written notice within 48 hours after delivery of any claim against Sellcr 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 V71JETHER OR NOT ARISING FROM SELLER'S NEGLIGENCE, STRICT LIABILITY OR FAULT. INNO EVENT WILL SELLER BE RESPONSIBLE FOR DAMAGE DUE. TO THE ACTIONS OF OTHERS OR THE FAILURE OF BUYER TO COMPLY WITH ITS OBLIGATIONS. SELLER'S LIABILITY FOR ANY CLAIMS WILL BE LIMITED TO THE PURCHASE PRICE OF THE GOODS SOLD UNDER T141S CONTRACT. 14. Notice. All notices to Seller, will be sent in writing to the sales officeissuing 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 Coritiact will be severable and enforceable to the extent permitted by law. WARNING: CAUSES SKIN IRRITATION INJURIOUS TOEYES. CONTAINS POP,TLAND CEMENT. FRESHLY MIXED CONCRETE MAY CAUSE. SKIN IRRITATION OR FNJURY WHERE POSSIBLE. WASH EXPOSED AREAS PROMPTLY WITH WATER. IF ANY MIXTURES GET 1N'170 7- WITH ;tirATERAND GET PROMPT MEDICAL ATTENTION. KEEP OUT OF REACH OF CHILDREN. MATERIAL SAFETY DATA SHEETS (MSDS) ARE AVAILABLE AT WS'VW.TITA)1/ .kJ2 v Rev'd 2-08 TITAN cor4CRF_ r= "Thank you - We appreciate your business" Materials for Life' L 0. Q� �y/. Ticket no. cret@. FORT PIERCE i►v 4199 SELVT"fZ ROAD 285001 FT PIERCE, FL 34982 Delivery date I Plant Truck (Driver , Truck size Type job 01/13/IE 6P_8 lE]4 SALTER LAWRENCE 9.50 BEAM Customer no. Customer name Zone Tax CD 90004535 I RODNEY HALL CONCRETE CONST I T5 Tarmac projeno. Customer P.O. no. Order no. Terms code t-charge delivered 3-C.O.D. Time due 4 fNQ131 I 1 80143 1 1dA � 12.35 Delivery name -and address- I Lot I Block CounTy nI LLJI.IM COUNTY 34 SILVER OAK DR, FORT ST LUCIE IIY Y 1Y 11 1 r11 Lr1 �1 Il ITV "1 Ili, VV i1111!111 IV MEDITERRANEAN BLVD TR, SILVER OAK DR TR E. LZ10 Quantity --v-- ----- - - -- - " Product ` ^ --- --� --� U/M, Unit price l J Amount -- Load Cumulative Ordered Code Description �. 50 7. t1 9 50 CRC BF 103000 ¥18 PM1. CY 1. ?0 I c I 80@I0�14 ERUNR5URCHG I . I LD I Load Arrive job site Start discharge finish discharge Leave job site Arrive plant Y Subtotal Sales tax 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 ��// ❑Yes -L!I��No Tested properly ❑Yes ❑No No. /n I 122"SG0E Authorized and received by 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 lSrnnnPM nnDV TITAN FLORMA LLC TERMS AND CONDITIONS1OF SALE L All sales will be subject to these terms and conditions ("Contract") and, if buying on credit, to BuyeSeditagreement 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 mid venue of the state and federal courts for the location of the delivery site of the goods sold hereunder. 2. Payment terms: Net the last day of the month following the mouth of delivery, without deduction, retainage, set off or charge backs. A. cash discount of 1% IV proximo may be deducted if no previous balances are past due. Interest at the lesser of ]'/:% per nsionth 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- isfactoryto 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. Ali additional charge may be added for deliveries outside of these hours mid for any waiting/unloading periods in excess of 60 minutes. Prices are based on fullloads; an additional charge will apply to loads of less than seven cubic yards. The minimum load for each delivery is Ph 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 but not limited to towing charges, except to the extent caused by Seller's gross negligence or willful misconduct. Buyer waives any right of subrogation against Seller. 6. Buyer is responsible for full payment of, including all costs of disposal and Seller's return charge per truck for, (i) orders not cancelled at least one hour prior to delivery time; (ii) concrete delivered due to Buyer's mistake or in excess of 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, mud 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 responsiblefor determining the type and quantity of goods to be purchased. Seller warrants that its products will meet or exceed applicable American Society for Testing Materials ("ASTM") and American Concrete Institute ("ACI") standards, when tested in accordance with ASTM and evaluated by ACI standards. Seller will repair or replace any goods supplied by Seller that fail to meet this limited warranty, within one year after delivery thereof. Seller will uphold its warranty obligations under Florida statute 718.203, as applicable. ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED, INCLUDING WITHOUT LIMITATION THE WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE, ARE HEREBY EXPRESSLY EXCLUDED. THE REMEDY SET FORTH IN THIS SECTION 8 WILL CONSTITUTE THE SOLE REMEDY OF BUYER UNDER THIS LIMITED WARRANTY. 9. Seller will not be responsible for slump, strength or quality of any concrete to which water or other materialhas been added by or on behalf of Buyer. Buyer will be responsible to see that the coneretris-handled-in aceordanee-wM best.construction practices-.- Sellerhas•no-conirolover the placing -or - handling of concrete after unloading and does not guarantee the finished work in which it is used. Buyer will be responsible to prevent concrete after unloading from coming into contact with any material, such as aluminum, which may adversely impact concrete strength. 10. Buyer will furnish any admixtures or ingredients it desires that are not regularly supplied by the Seller in the marketplace. Buyer will be solely respon- sible for the 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 ingredient charge payable by Bayer. 11. Concrete will be batched and delivered in accordance with ASTM C-94. Concrete temperature will be dictated by the environmental and material condi- tions at the time of delivery. Any requirement beyond these conditions will require the implementation of controlled measures during production at the expense of Buyer. 12. Buyer must give Seller writtennotice within 48 hours after delivery of any claim against Seller as a result of any alleged nonconforming materials or any other cause whatsoever (otherthan 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 WHETIIER OR NOTARISING FROM SELLER'S NEGLIGENCE, STRICTLIABILITY 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. Allnotices 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 Contract will be severable and enforceable to the extent permitted by law. WARNING: CAUSES SKIN IRRITATION - INJURIOUS TO EYES. CONTAINS PORTLAND CEMENT. FRESHLY MIXED CONCRETE MAY CAUSE SKIN IRRITATION OR INJURY. AVOID CONTACT WITH SKIN WHERE POSSIBLE. WASH EXPOSED AREAS PROMPTLY WITH WATER. IF ANY MIXTURES GET INTO THE EYE, RINSE IMMEDIATELY WITH WATER AND GET PROMPT MEDICAL ATTENTION. KEEP OUT OF REACH OF CHILDREN, MATERIAL SAFETY DATA SHEETS (MSDS) ARE AVAILABLE AT WW W.TITANANIERICA.COM. Rev'd 2-08 TITAN . CONCRETE "Thank you - We appreciate your business Materials for Life' Ticket no. FORT FIERCE gmnCf et@ 4199 SELVITZ ROAD 281732 {� V V PIERCE, FL 34982 Delivery daje'-��=4/15 plant E'J-`g Truck 1311river DOM�I+NGUEZ, LEON Truck size 11°0�7ypejob SLAB TOP Y PA .r_Q.h!QPQrL29N ' T Customer rio. I Customer name Zone Tax CD- r. ii, rn-.�t-�csilo t rno.� Tarmac project no. 1I Customer P.O. no. Order no. (Terms code t-Charge delivered 3-C.O.D. Time due cr i irr`Tc 1r)l—$ r �� ,2-Charge EO.a, 4Co.D-F.O.a. Delivery narp and. ddr ' - I Lot I Block I County q, aTVVER OAK -DR, FORT 5T LUCIE SPAINSH LAKES 1 SUBDIVISION — SOUTH ON US-1, TLISPAN (/De�L prr. IS-6 G ; 0- 3 $': Quantity --�� Product 1U 1Unit: price FAmount L7' Load Arrive job site Start discharge. CV U Additional water added to this concrete will r Gallons of water added:_ Gallons of water added:._ 10364 MASTERFIBER M35 B0rc007 FUEL SURCHG B04O14 ENVIRON SURCHG CY LD LD Finish discharge Leave job site Arrive plant Subtotal Sales tax TOTAL lute its strength. Any water added is at customer's risk. Gallons of water added:._ I Amt of CYRetained: Tested Tested properly No. Authorized and recejyed byi -. -. 722434 Y / / - 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 ,�..�., ,, "%, MAN FLORIDA LLC TERMS AND CONDITIONS OF SAL 1. Allsales will be subject to these. terms ann conditions ("Contract") and, ifbuying on credit, to Buyer's credit agreement with Seller, incorporated herein byIreference; . all other terms, including any terms contained in Buyer's purchase order, are excluded unless agreed to by Seller in writing. Any changes must be in writing and signed by each party. This Contract will be construed in accordance with the laws of the state of Florida. For all disputes relating to this Contract, Buyer hereby consents to the jurisdiction and venue of the state and federal courts for the location of the delivery site of the goods sold hereunder. 2. Payment terms: Net the last day of the 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 1'h% per month or the maximum rate allowed by law will be imposed on outstanding and delinquent invoices from the date of delivery until paid. Buyer will pay to Seller all applicable federal, state and local sales and use taxes. In addition to any other available rights and remedies, Sellerwill he 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 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 Pk 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 andhold Seller harmless from and against any and all liability, loss and expense incurred as a result of such delivery, including but not limited to towing charges, except to the extent caused by Seller's gross negligence or willful misconduct. Buyer waives any right of subrogation against Seller. 6. Buyer is responsible for full payment of, including all costs of disposal and Seller's return charge per track for, (i) orders not cancelled at least one hour prior to delivery time; (ii) concrete delivered due to Buyer's mistake or in excess of requirements; (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 ASTMstandards. 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 warratits thatits products will meet or exceed applicable American Society for Testing Materials ("ASTM") and American Concrete Institute ("ACT') standards, whentested in accordance with ASTM and evaluated by ACI standards. Seller will repair or replace: any.goodssupplied by Seller that fail to meetthis limited warranty, within one year after delivery thereof. Seller will uphold its warranty obligations under Florida statute 718.203, as applicable. ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED, INCLUDING WITHOUT LIMITATION THE WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE, ARE HEREBY EXPRESSLY EXCLUDED. THE REMEDY SET FORTH IN THIS SECTION 8 WILL CONSTITUTE THE SOLE REMEDY OF BUYER UNDER THIS LIMITED WARRANTY. 9. Seller will not be responsible for slump, strength or quality of any concrete to which water or other material has been added by or on behalf of Buyer. Buyer will be responsible to see that the concrete is handled in accordance with best construction practices. Seller has no control over the placing or handling of concrete after unloading and does not guarantee the finished work in which it is used. Buyer will be responsible to prevent concrete after unloading from coming into contact with any material, such as aluminum, which may adversely impact concrete strength. 10. Buyer will furnish any admixtures or ingredients it desires that are not regularly supplied by the Seller in the marketplace. Buyer will be solely respon- sible for the effect of such admixture or ingredients on the concrete. Any extra product which may be required in excess of the mix design quoted, or which may be required to provide workability, strength, setting time or water/cement ratio, will result in an additional ingredient charge payable by Buyer. 11. Concrete will be batched and delivered in accordance with ASTM C-94. Concrete temperature will be dictated by the environmental and material condi- tions at the time of delivery. Any requirement beyond these conditions will require the implementation of controlled measures during production at the expense of Buyer. 12. Buyer must give Seller written notice within 48 hours after delivery of any claim against Seller as a result of any alleged nonconforming materials or any other cause whatsoever (other than failure to meet compressive strength, in which event the time for notice will be within 48 hours after the customary time for analysis of the test cylinder), time being of the essence. Seller will be given reasonable opportunity to investigate all claims. Any failure by Buyer to give written notice within such 48 hour period will be deemed a conclusive waiver by Buyer of all such claims against Seller. 13. SELLER WILL NOT BE LIABLE UNDER ANY CIRCUMSTANCES FOR ANY SPECIAL, INCIDENTAL, PUNITIVE OR CONSEQUENTIAL DAMAGES INCLUDING, WITHOUT LIMITATION, ANY DAMAGES RELATED TO DELAY, WHETHER BASED ON STATUTE, TORT, CONTRACT, OR OTHERWISE, AND WHETHER OR NOTARISING FROM SELLER'S NEGLIGENCE, STRICT LIABILITY OR FAULT. IN NO EVENT WILL SELLER BE RESPONSIBLE FOR DAMAGE DUE TO THE ACTIONS OF OTHERS OR THE FAILURE OF BUYER TO COMPLY 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, witha copy to Credit Department, 455 Fairway Drive, Deerfield Beach, FL 33441. 15. Severability. The tmenforceability 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 SKIN IRRITATION - INJURIOUS TO EYES'. CONTAINS PORTLAND CEMENT. FRESHLY MIXED CONCRETE MAY CAUSE SKIN IRRITATION OR INJURY. AVOID CONTACTWITH SKIN WHERE POSSIBLE. WASH EXPOSED AREAS PROMPTLY WITH WATER. IF ANY MIXTURES GET INTO THE EYE, RINSE IMMEDIATELY WITH WATER AND GET PROMPT MEDICAL ATTENTION. KEEP OUT OF REACH OF CHILDREN. MATERIAL SAFETY DATA SHEETS (MSDS) ARE AVAILABLE AT W W W.TITANAMERICA.COM. 2-08 Planning & Development Services Bullding & Code Regulation Division 2300 Virginia Ave Fort Pierce, Fl. 34982 772-462-2172 Fax 772-462-6443 CERTIFICATE OF TERMITE TREATMENT CONSTRUCTION SOIL TREATMENT PERMIT #: ISo6- (h JOB ADDRESS: BUILDER/CONTRACTOR: PEST CONTROL CONTRA( PEST CONTROL LICENSE We, the undersigned, hereby certify that we have pretreated the above described construction for subterranean termites in accordance with the standards of the National Pest Control Association. Square feet if area treated: 19i1� Chemicals used: i'x�TLAI 0 Percentage of solution: r Q(0/6 Total gallons used: X00 Date of Treatment: 1a-lq-I _Footing 1� Treatment _Re -Treat _Driveway ._3`r Treatment _Re -Treat _Other _1s� Treatment _Re -Treat Note. There must be a completed firm ror e site to be plcRed up by the Inspector at time fee charged. Time of Treatment: t'a Slab _a la Treatment _Re -Treat _Pools ,____1t Treatment --Re-Treat _Perim er for F al I pection Sign ture of e5ftinawr u/red bratmentorm treatment and t /s form mustbe on the fob inspection or the scheduled /nspecdon will fall and a •re -Inspection FBC104.2.6CmdficateOfprolectMTreabnentforprevenbonoftermitm Aweatherresiskntjob:sitepostlngboard shall be provided to receive dupl/cate Treatment Cerbfcates as earn requlred protective treabnentIs completed, providing a copy for the person the permit Is issued to and another copy for the bullding permit files The Tieabnent Certificate shall provide the product used, Identity of the applicator, time and date of the trmtmen4 site location, area Iated, chemical used, pementconrentradonand number ofgallons used, to establish a verllable record of protective treatment. If the soil chemical barrier method for termite prevention /s used, final exterior Miment shall be completed priorio Anal bullding approval. St Lucie County requires for the final inspection for Co, a Permanent Sticker to be placed on the electrical panel box cover, listing all the treatments and dates of applications. Iry lks &%Q1AvA - KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-Mail: KSMQKSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 DATE TESTED PERMIT # CONTRACTOR JOB LOCATION SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 December 11, 2015 15-060538 Wynne Development 34 Silver Oak Drive Spanish Lakes 1 Port St. Lucie, Florida KSM JOB # : 152702-1d/MH/aj ITEM TESTED Compacted Foundation Fill TEST LOCATION DEPTH "PEN DRY MAX. DRY PERCENT OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION 1. N.W. 0" - 12" 40 110.0 111.0 99.1 2. N.E. 44 108.2 97.5 3. Center 46 110.8 99.8 4. S.W. 44 108.1 97.4 5. S.E. 44 107.9 b7.2 Soil Description: Brown Sand In Place Moisture 11.8 Percent W E Optimum Moisture: I 11.0 Percent G H Max. Dry Density: T 111.0 P.C.F. P @ Test Locations The C Density & Penetrometer Readings Indicate the F Degree of,qgippaction Meets Minigllhp fgklda,�� D tad fig°'• $Pe'iy'P19 dTnggR'2{A fo Natural Grade. y [• Building Department 112.0 1 111.0 .._..�.._...._. ._..}.._.. j .._:._ I I I I I I 110.0 I I I I I I I I I I I I I I I I I I I I I I I I I 109.0.._... I I I I I I I I I I I 108.0—.._..�.._.. .._.. .._.. .._.. F.._..� 8 9 10 11 12 13 14 Moisture- % of Dry Weight RECEIVED DEC 15 IBIS Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 12/11/2015 17:07 772589Gn,=9, KSM ENGINEERING , - PAGE 02/03 TAP OIL i Z%1JAVA 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) B45-7445 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 DATE TESTED PERMIT # CONTRACTOR JOB LOCATION ITEM TESTED TEST LOCATION OF SAMPLE SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 December 11, 2015 15-060538 Wynne Development 34 Silver Oak Drive Spanish lakes 1 Port St. Lucie, Florida Foundation Fill KSM JOB # : 152702-1 d/MH/aj DEPTH "PEN DRY MAX. DRY PERCENT READ DENSITY PROCTOR VALUE COMPACTION 1. N.W. 0" -12" 40 110.0 111.0 99.1 2. N.E. 44 108.2 97.5 3. Center 46 110.8 99.8 4. S.W. 44 108-1 97.4 5. S.E. 44 107.9 97.2 Soil Description: Brown Sand In Place Moisture: 112.0 , 11.8 Percent W I I I I I E I I I I I I Optimum Moisture: 1 I I I I I 11.0 Percent G 111.0 cF 110.0IIII _. ./_.4'... ...__.... III ..__4- H Max. Dry Density: T 111.0 P.C.F. P Q Test Locations The Density & Penetrometer Readings Indicate the II ....__....__ I I I 109,0-I ..—.._.. .. _ _.._.._..- Degree of Compaction Meets I r.. _..7" .. I .. I Mini r ytZ 9 64 D I I I I I fo% R I I I I I aj Natural Grade. y to8.o 1—••_..�.._..{ .._.. i .._..a .._.. }.._..� F2 CtfUll S A, •� B 9 10 11 12 13 14 No. �S I t� 7) Moisture - % of Dry Weight J Building Department RECEIVED DEC 14 2015 °p°�+tettotttt�� /a i Ronald G. Keller, RE.: 37293 / SI Lic. No.: 860 / Julie E. Keller, RE.: 68366 4" JOSEPH E. SMITH, CLEW ,THE CIRCUIT COURT — SAINT LUCIE COI' FILE N 4096618 OR BOP ,-762 PAGE 1918, Recorded 06/30/2015-4 L1:31 AM PERMIT NUME ER: L IJ. Spa. . eu n>uv JLx nv.n'A. i,ila r J NOTICE OF COMMENCEMENT The undersigned hereby given notice that improvement will be made to certain read propcay, and in accordance with Chapter 713, Florida statutes the following information is provided in the Notice of commencement. I. DESCRIPTION OF PRQPERXY (Legal description and steed address) TAX FOLIO NUMBERS 3 4 14 — S 01 —1 7 01 — 0 0 0 9 —--- _....... S pa n L sh.,--1. m.,...T .,.T .,..... 2. GENERAL DESCRIPTION OFIDIPROVEMFNT: single family residence 3. OWNER INFORMATION: a.Name_w)innp nu.i.l.d.i.nrCor{>oratibn b.Addm$s 8000 S. USl, Suite 402, PSL, FL 34952 c. interest in property d. Name and address of fee simple titleholder (if other than owner) 4.CONTRACTOR'S NAME, ADDRESS AND PRONE NUMBER: Wynne Development Corporation 8000 S. US1, Suite 402, PSL, FL 34952 772-978-5911 S. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: 7. Persons within one Sum of Florida designated by Owner upon whom notices or other doeumcnn may be saved as provided by Section It 3.13 (1)(3) 7., Florida Sutures: NAME, ADDRESS AND PHONE NUMBER: DOUg Brantley 1 Silver Oak Dr. PSL, FL. 201-8418 8. In addition to himsef or herself. Owner designates the following to receive a copy of the Lic ror's Notice as provided in Section 713.13 (I)(b), Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: 9. Expiration dam of notice of commencement (the expiration date is 1 year from the due of according unless a different dam is specified) ;20_ Signature of Owna(or Owner's Authorized OX..r/Dir,ttor/ParinerrManager Slate of Florida County of 5r_ I. Irle Matthew Lyle Wynne yi —P r+.;ident Print Name and Provide Signatory's Title/Office The foregoing instrument was acknowledged before me this 29th day of mine, 20a_4 ByMatthew Lyle Wynne ,as N'lv� (Namc of person) (Type of authority.....g. Owner, offcey uunce, attorney in fact) Fo,Wynne Building Corporation (Name of party on behalf of whom instrument was executed) Personally KAoam� or produced the following type of rD: _ '7 SUsan Magee BIBNIIYt[fE(Printed Name of Notary Public) ( IgnelurcofNotaryPublic 1`cdiurzzR s: 2NErn1l qonasrltrtts �Mlrl�a�Ye K Under penalties of perjury, I declare that 1 have read the foregoing and Thal the facts in it arc t belief (section 92.525. Florida Sluu("). . Signature(s) of Ownce(s) or Owner(s)' Authorized Off¢er/Direelar/Partner/Manager who signed above: STATE OF FLORIDA ST. LUCIE COUNTY THIS IS TO CERTIFY THATTHIS IS A TRUE AND CORRECT COPY F THE ORI MITH, Jun r�Df1015 Date: W.."NE BUILDING CORPOR-' ,JON 8000 South U.S. #1 Suite 402 Port St. Lucie, FL 34952 Spanish Lakes Communities Division Port Saint Lucie November 12, 2015 To: St. Lucie County Building Department Attn: Permitting and/or Plan Review Re: 34 Silver Oak Dr. Permit # 1506-0538 To Whom It May Concern: Miami Division Miami In regards to the above property, the mobile home that was located on the lot was moved off the property by the homeowner. If you have any questions I Thank you, Matthew Lyle Wynne - V.P. be reached at (772) 878-5513. Telephones: Port Saint Lucie (772) 878-5513 Miami (305) 235-3175 BRADEN 6 BRADEN, A. I. A., P. A. �27rcbdecls & 91anners 417 COCONUT AVENUE, STUART,, FLORIDA 349SB TELEPHONE: (772) 297-925S FAX (7721 297-2283 ':AAC-000032 St Lucie County Building Department Permit #: 1506-0538 BE Address: 34 Silver Oak To whom it may concern, Please note, the ballaad shall be 4". If you have any questions please feel free to call me at (772) 287-8258. August 10, 2015 ST. LITCTE ro��7 Y RU I nib . D REVIE,j'EDFOR COMP�LIA:\CE MSIOY REVIEbVED 3Y DATE L PLAINS AND PERMIT D / — OE NO .INSPECTION 1VILL BE KE! ON Jo3 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO f f v CORRECTIONS. FEQUtDr 17 i�,REizSYE��1aD1b.18PEC CijyTI14T COnJ WRt ALL AI?FLICASd;q CODES. 'FIE C'MPY qBRAEN 6. BRADEN, A. I. A., P. A. 97rchilecls & nllanners 417 COCONUT AVENUE, STUART, FLCRIOA 3499B TELEPHONE: (772) 2B7-9256 FAX (772) 2B7-8293 #AAC-000032 St Lucie Coun Building Department Permit ip `50b -MI RE Address: 34 Silver Oak 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. Fe2& Braden raden AIA PA RECEI "D AUG 0 6 2015 July 29, 2015 ,//7157/17) *XV/ BRADEN 6 BRADEN, A. I. A., R. A. -%rchilecfs & nllanners 417 COCONUT AVENUE, STUART, FLORIDA 34996 TELEPHONE: (772) 2B7-B258 FAX (772) 287-62B3 *PAAC-OO0032 St. Lucie County Building Department Permit #WWOM053V BE Address: 34 Silver Oak To whom it may concern, Please note, The concrete strength of the slab shall be 2,500 psi. If you have any questions please feel free to call me at (772) 287-8258. Th o el R Braden Br en & Braden AIA PA 7 July 29, 2015 2009 INTERNAT16i4L Plan Re: # / S v G — o s3 £r cat n Date RESIDENTIAL CODE® �3-7 y6� f Valuation: FOR ONE AND TWO FAMII Y DWELLINGS � PLAN REVIEW RECORD `' JURISDICTION r ' i v "', ,' } r ,� �" i 'a (Eli}l 99 66 s rrrr �' xC 1 t 71 , � ^X1 t Y i43T,1' Ki N"' 'YXxt f 5fsx ta4 '£'NF Svc 'h .D aJ�J / -g- 4 =i jfy �4 1 (� 14 zj J� '�REVIEWEDy�'BY � � " 9 3+ _ v' �'br'ay''`n.'L Ani�dhlicBeX,�fe�do, ETenat"Mn?Ce1fi lishe�dry aun[�ea"v�l<ewk4��aC✓com-p. asr prVCA %�,.�Nyr�,m1G„flet,r�adl's�dr i'p5: re�deef``s�lstF,'laot6ea:�aFpopd�e�cseb�lyetio,�on�srla�c$geol�,Ts,#�bo,j ar�ti�'"t7s�elga71j11 afe(allcescq hlon(��Pa`Qplic�'bEecbdesepLan�wnha ri ,"rf"'S'+.t�tt,-e �F�eCoid y,, '{�tlti8 regdt :o°1leemo'N A dt� e''�fi�Te�ilB�fnf r'r' lid id is I ouL'i'��naS�e[ic �i �oc`U`r�gnt$[or ne and iwo taJntl�y��1"wellirigg anQ 1:. � "tee `�s z'w10 ,rho s }It;�s of '"e` e vt ot)�± d nayc, ec p s e�fl 9s",a7J�i's°,e q l9nge tb'b@US.e �tlypYt (1p1S0"4'. ;� tvho9'Ye1cnQ edgeaGlea tldapa le n'exercjFzg ctitne+�.518„ c0�*"I�CU{r1,nisi#rood k._snr;�.w+ e:'9a .�$f ;Fo „.p�leu ._,_.rtF.�.�.. CORRECTION LIST Code No, DESCRIPTION Section ISBN 978-1-58001-951-4 IIIIIIIIIII II IIIIIIIIIIIIImm 9 781580 019514 INfERNA➢ONAL COOECOUNCIC 06/10 _2_ NOTE: Entries to this Plan Review Record that require a f ick or inspection of the Installation must be coordinated with M1-'--section phase (R109) of the project. BUILDING PLANNING (Chapter3) DESIGN CRITERIA [Table R301.2(1)j Floor live load (Table R301.5) psf Roof live load (Table R301.6) psf Ground snow load N / psf Basic wind speed ph Wind exposure category (R301.2.1.4) High wind design criteria applicable (R301.2.1.1) 1 Seismic design category (SDC) [Figure R301.2(2)] N/A SDC C&D provisions (R301.2.2) Weathering Frost line depth NJ09 Termite area Decay area jtrJ Winter design temperature Ice barrier underlayment required N /9 Flood hazards Ai /n FIRE-RESISTANT CONSTRUCTION (R302) 1111A Exterior walls (R302.1, Table R302.1) f Townhouse separation (R302.2) Al 1414 Continuity and structural independence (R302.2.1, R302.2.4) 1111d Parapets and construction (R302.2.2, R302.2.3) ROOM PLANNING REQUIREMENTS (R303 through R305) "0 Two-family dwelling separation (R302.3) 1'sA Dwelling unit penetrations (R302.4) a/ Dwelling/garage opening/penetration protec- tion (R302.5) Dwelling/garage fire separation (R302.6) Under -stair protection (R302.7) Wall and ceiling finishes (R302.9) Flame spread index (R302.9.1) Smoke -developed index / (R302.9.2) / f// Testing (R302.9.3, R302.9.4) V Insulation (R302.10) D� Flame spread/smoke-developed (R302.10.11 R302.10.2) Cellulose loose -fill and exposed attic insulation (R302.10.3, R302.10.4) Testing (R302.10.5) I M- to Fireblocking (R302.11) I w-f e Draftstopping (R302.12) I —J ra Combustible insulation clearance (R302.13) Use Area ft2 Width Average ceilin t Minimum call in t Natural" light Natural ventilation` Living 120 7'-0" 7'-0" 5'-0" 8% floor area 4% floor area Dining 70 7'4" 7'-0" 51-0" 8% floor area 4% floor area 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 R303.1 & R303.3.for mechanical ventilation and artificial light t 6'-3" lumbing fixtures and for non -habitable basements. Zate quiredheating (R303.8) GLAZING (R308) SANITATII N (R306 and R307) Water closet Lavatory Tub orshower Kitchen area with sink d/ Sanitary sewer (Chapter 30) d 4 Private disposal (Appendix 1) -3- I"St' Identification(R308.1) AW4 Louvered windows or jalousies (R308.2) Human impact loads/hazardous locations (R308.3, R308.4) rV %� Skylights and sloped glazing (R308.6) --JILDING PLANNING (cont'd.) GARAGES AND CARPORTS (R309) r// Floor surface noncombustible; sloped floor (R309.1) Alo/ Carport: open two sides; noncombustible floors; sloped floor (R309.2) /4✓ f' Automatic garage door opener (R309.4) EMERGENCY ESCAPE AND RESCUE OPENINGS (R310) Where required (R310.1) Areas, height, width, operations (R310.1.1 - R310.1.4) 1V bl Window wells (R310.2) N 1.4 Bars, grilles, covers and screens (R310.4) /V 14 Under decks and porches (R310.5) MEANS OF EGRESS (R311) General (R311.1) Egress door (R311.2) Landings at exterior doors (R311.3 - R311.3.3) N i✓9 Vertical egress (R311.4) N IA Construction and attachment (R311.5) lv Hallways (R311.6) %9 Stairway width, headroom, walkline (R311.7.1 -R311.7.3) R311.7.4.3) ff NIJ9 Stairway landings and walking surfaces N/41 (R311.7.5, R311.7.6) Handrails required (R311.7.7) N/A Handrail height, continuity, grip -size (R311.7.7.1- R311.7.7.3) N/d Stairway illumination (R303.6, R311.7.8) Al -(i Special stairways (R311.7.9) Ramp slope, landings, handrails (R311.8) GUARDS (R312) Required for open -sided surfaces, stairs, ramps and landings > 30" above /door/grade (R312.1) - 36- (R312.2) g limitations (R312.3) AUTOMATIC FIRE SPRINKLER SYSTEMS (R313) h7.. i / Townhouses (R313.1) ��J(/�1 One- and two-family dwellings (R313.2) SMOKE ALARMS (R314) 11V510 Referenced standards (R314.1, R314.2) //uSP cation and interconnection (R314.3) Power source (R314.4) CARBON MONOXIDE ALARMS (R315) ie New construction (R315.1) N 14 Existing construction (R315.2) i wJ f Referenced standard (R315.3) FOAM PLASTIC (R302.8, R316) lV%A Labeling(R316.2) f 12 Surface burning, thermal barrier, specific approval (R316.3 - R316.7) DECAY AND TERMITE PROTECTION (R317 R318) Protection required (Table R301.2(i), R317.1, R318.1) nzS� Quality mark (R317.2 and R318.1.1) SITE ADDRESS (R319) j / j l° Address num ACCESSIBILITY (R320) 1'j0 Type B dwelling units applicable (R320.1) ELEVATORS/PLATFORM LIFTS (R321) /I/ /" Referenced standards (R321.1 - R321.3) FLOOD -RESISTANT CONSTRUCTION (R322) /W General (R322.1) Hazard area and requirements (R301.2.4, R309.3, R322.2, R322.3) -4- Design professional (R322.3.6) STORM SHELTERS (R323) r General and referenced standard (R323.1) )UNDATIONS (Chapter 4) MATERIALS (R402) 146� Concrete foundation walls (R404.1.2) I✓ood foundations (R402.1) Concrete, compressive strength (R402.2) eoTINGR403)ilbearingvalue (R401.4, R403.1) otingwidth (see page 5) oting edge thickness = 6" minimum; footing projection = 2" minimum, but <footing thickness (R403.1.1) / 114 Footings in SDC C or D (R403.1.2, R403.1.3 and R403.1.6.1) P 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) /V rA Sill plate bolting in concrete/masonry =1/2" di- ameter bolts, within 12" but not less than 7 bolt diameters from corner, 7" embedment (R403.1.6) Nf P Footings adjacent to slopes (R403.1.7) /✓ 0 Frost protected shallow foundations (R403.3) N IA Footings for precast concrete foundation (R403.4) FOUNDATION WALLS (R404 - R406) tv 61 Wall height, unbalanced backfill, nominal thickness (Tables R404.1.2(2) - R404.1.2(8), R404.1.5.2] / 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] �t Stay -in -place forms (R404.1.2.3.6.1) N /A SDC C and D provisions (R404.1.2.4, R404.1.4) Nf f � Height above finished grade (R404.1.6) IV fA Sill plate size (R404.3) N Precast concrete foundation walls (R404.5) N (A Drains required if habitable or usable spaces are below grade* (R405) / 6 Soil class (Table R405.1) Dampproofing if basements are below grade* (R406.1) (A Waterproofing if high water table* (R406.2) ' If uninhabitable, see Under -Floor Space (R408) COLUMNS (R407) N rA Protection from decay or corrosion (R407.1 and R407.2) N 1A Structural requirements (R407.3) Masonry foundation walls (R404.1.1) N (¢ Anchorage (R407.3) Wall height, unbalanced backfill, nominal N f/4 Wood columns (minimum 4" square) (R407.3) thickness (Tables R404.1.1(1) - R404.1.1(4), R404.1.5.1] Al jA Steel columns minimum 3" diameter, Schad - Reinforcement size and spacing ule•40 pike) �R407., ! (Tables R404.1.1(2) - R404.1.1(4)] TABLE R403.1 MINIMUM WIDTH OF CONCRETE, PRECAST OR MASONRY FOOTINGS (Inches)" LOAD -BEARING VALUE OF SOIL s 1,500 2,000 3,000 >_ 4,000 c2nven0onat li ht—frame construction 1-sto 12 12 12 12 2-story 15 12 12 12 3-story 23 17 12 12 4-Inch brick veneer over II ht frame or 84neh hollow concrete mason 1-sto 12 12 12 12 2-story 21 16 12 12 3-story 32 24 16 12 8-Inch solid or fully grouted m2sonry 1-story 16 12 12 12 2-story 29 21 14 12 3-story 42 32 21 16 For SI: 1 Inch = 25.4 mm, 1 pound per square fool = 0.0479 kPa a. Where minimum fooling width Is 12 Inches, a single wythe of solid or fully grouted 12-Inch nominal concrete masonry units is permitted. -5- FOUNDATIONS (cont'd.) ' UNDER -FLOOR SPACE (R408) Ventilation (R408.1 and R408.2) Unvented crawl space (R408.3) Access (R408.4) FLOORS (Chapter 5) Removal Of debris (R408.5) Finished grade (R408.6) Flood resistance (R408.7) WOOD JOISTS AND GIRDERS (R502) 14 Species and grade (R502.1) PARTICLEBOARD UNDERLAYMENT (R503.3) N �a Joists —Sleeping areas, LL - - [cable R502.3.1(l)] 30 psf Grade (R503.3.1) ] t/ Thickness (R503.3.2) IV ]� Joists — Nonsleeping areas, LL = 40 psf [Table [fable R502.3.1(2)J / Installation [Table R602.3(1)] NIA Cantilevered joists [Tables R502.3.3(1) and R5023.3(2)] FLOORS (ON GROUND ) (R504) Girder spans and header spans for exterior bearing Base course: 4" thick with maximum 3/q gravel or 1/Z" crushed stone (R504.2.1) (If walls [Table R562.5(1)] Girder spans and header Moisture barrier: placed over base course (R504.2.2) ��i4 spans for interior bearing walls [Table R502.5(2)] Materials (R504.3) /" J Joists under bearing partitions (R502.4) Bearing STEEL FLOOR FRAMING (R505) (1.5" minimum on wood or metal; 3" masonry or concrete) and lap ped joists (W) (R502.6, R502.6.1) on Cold -formed steel; applicability limits; in -line framing (R505.1) Lateral restraint and bridging (R502.7, R502.7.1J Structural framing (R505.2) Material (R5052.1) Identification (R505.2.2) astenmg (R502.g) N (A Framing of openings (R502.10) I Wood trusses (R502.11) %V J Draftstopping (R502.12) LUMBER FLOOR SHEATHING (R503.1) "Allowable span (Table R503.1) End joints (R503.1.1) WOOD STRUCTURAL PANEL SHEATHING (R503.2) Grade (R503.2.1) Thickness (R503.2.1) Allowable spans [Tables R503.2.1.1(1) and R503.2.1.1(2)] Installation [Table 602.3(1)] 10 Corrosion protection (R505.2.3) Fastening (R5052.4) Floor construction (R5053) CONCREy�FLOORS (ON GROUND) (R506) �Thickness: 31/Z"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) /vs Vapor retarder (R506.2.3) n's t Reinforcement support (R506.2.4) CONSTRUCTION (Chapter 6) GENERAL (R601) i Design (R601.2) =Component and cladding wind loads [TableR301.2(2)] Vapor retarders (R601.3) WOOD CQ� NSTRUCTION (R602) Construction (Figures R602.3(1) and R602.3(2)] l�SP Stud grade (R602.2) f 4 Exterior walls (R602.3) Stud spacing [R602.3.1, Table R602.3(5)] ' 1A Interior load -bearing walls (R602.4) —tom Interior nonbearing walls: 2" x 3" at 24" o.c. or 2" x 4" flat at 16" o.c. (R602.5) Drilling and notching —studs (R602.6) Drilling and notching — top plate (R602.6.1) / 5'f Headers (fables R502.5(1), R502.5(2), R602.7.2 and Figure R602.7.2] 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 R602.10.6 - R602.10.8) racing711ase on win spee (Table R602.10.1.2(1)] J �(� � Bracing based on SDC [Table R602.10.1.2(2)] Intermittent bracing methods (R602.10.2, Table R602.10.2) l`N t/t Continuous sheathing (R602.10.4, R602.10.5) N (� Bracing for SDC C and D (R602.10.1.4.1, R602.10.1.5, R602.11) Wall bracing for stone and masonry veneer (R602.12) STEEL WALL FRAMING (R603) General (R603.1) Structural framing (R603.2) 7- Material (R603.2.1) _ Identification (R603.2.2) Corrosion protection (R603.2.3) Fastening (R603.2.4) Wall construction (R603.3 - R603.5) Headers (R603.6) Studs, tracks and structural sheathing (R603.7 - R603.9) SHEATHING (R604 and R605) Wood structural panels (R604) Particleboard (R605) MASONR ONSTRUCTION (R606 - R610) General design (R606) DC C and D (R606.12) Unit masonry (R607) Multiple wythe masonry (R608) f// Grouted masonry (R609) Glass unit masonry (R610) EXTERIOR CONCRETE WALL CONSTRUCTION (R611) Applicability (R611.2) Concrete wall systems (R611.3) �,oy-u 1-place rorms (R611.4) 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) ,N 1A Plaster material (R702.2) Plaster support (R702.2.3) Gypsum board material (R702.3.1) !W f' Gypsum board support, application and fastening (R702.3.2 - R702.3.8) V/ Ceramic tile (R702.4) /`/ A Other finishes (R702.5 and R702.6) EXTERIOR WALL COVERING (R703) C-'RI Water-resistive barrier (R703.2) N Id Wood siding (R703.3) IV 69 Attachment and minimum thickness (Table R703.4) GENE R801) esign N�Wood shakes and shingles (R703.5) C Exterior plaster (R703.6) !✓ n Stone & masonry veneer (R703.7 & Figure R703.7); Steel angle lintels-4" minimum bearing each end (R703.7.3) N� Veneer ties: #9 U.S. gage wire or #22 U.S. gage by'/," 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) Flashing (R703.7.5 and R703.8) Exterior insulation and finish systems (R703.9) f ✓ Fiber cement siding (R703.10) Vinyl siding (R703.11) ROOF -CEILING CONSTRUCTION (Chapter 8) (R801.2 and R801.3) Component and R301.2(2)j cladding wind loads [Table ROOF FRAMING (R802) Al Id Fire -retardant -treated wood (R802.1.3) A//i Framing details (R802.3) of Collar ties (4' o.c., in upper third of attic) (R802.3.1) Al /4L- Purlins (2" x 4" at 4' o.c. minimum) (Figure R802.5.1, R802.5.1) / Bearing (R802.6) Cutting and notching (R802.7) Engineered wood products (R802.7.2) 1&-P' Lateral support and bridging (R802.8) M f? Framing of openings (R802.9) Wood trusses (R802.10) Roof tie -down (R802.11) CEILING JOISTS [Tables R802.4(1), R802.4(2)] Without attic storage, LL= 10psf With attic storage ILL = 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 Hr/HR; Adjustment factor ROOF SHEATHING (R803.2) ��rade Thickness �RTW allowable stresses/grading Allowable spans [Table R503.2.1.1(1)] J NSA Installation (R603.2.3) 10 J STEEL ROOF FRAMING (R804) General (R804.1) ROOF -CEILING CONSTRUCTION (cont'd.) Roof construction (R804.3) / Roof tie -down (R804.3.9) Structural framing (R804.2) ROOF VENTILATION (R806) Material (R804.2.1) kl Ventilation requirements (R806.1 - R806.4) Identification (R804.2.2) ATT,I r/C� ESS (R807) /�*Corrosion protection (R804.2.3) Access requirements (807.1) Fastening (R804.2.4) ROOF ASSEMBLIES (Chapter 9) ROOF C SIFICATION (R902) Roof covering materials (R902.1) WEATHER PROTECTION (R903) I n-s P Flashing (R903.2) /V Coping (R903.3) 6✓//' Roof drainage (R903.4) N 7EE1- Hail exposure (R903.5) MATERIALS-(R904) y/ Compatibility; specifications; physical characteristics; identification (R904.2 R904.4) REQUIREMENTS FOR ROOF COVERINGS (R905) Clay and concrete tile (R905.3) 1,1 Metal roof shingles (R905.4) Mineral -surfaced roll roofing (R905.5) �? Slate and slate -type shingles (R905.6) A/ fA Wood shingles (R905.7) J44 Wood shakes (R905.8) Alild Built-up roofs (R905.9) Metal roof panels (R905.10) 1- 1'+` Modified bitumen roofing (R905.11) A" M Thermoset single -ply roofing (R905.12) Thermoplastic single -ply roofing (R905.13) N /I Sprayed polyurethane foam roofing (R905.14) %/ If Liquid -applied coatings (R905.15) ROOF INSULATION (R906) 1""14 General (R906.1) Materials and methods (R907.1) Structural 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 (RI 001.5.1) Lintel (noncombustible) (R1001.7) Hearth extension material (R1001.9) Hearth extension (R1001.10) Fireplace clearance (R1001.11) Fireblocking (R1001.12) MASONRY CHIMNEYS (R1003) Construction (Table R1001.1, R1003.2, R1003.3, and Figure R1001.1) Corbeling (R1003.5) In 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) Listed and labeled (R1004.1) F e lining - materiallinstallation (R1003.11 Installation (R1004.2) and R1003.12) �- Multiple 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) r Intake size (R1006.2, R1006.4) ENERGY EFFICIENCY* Zildir r 11) Compliance; material and equipmentg envelope (N1102) �(N1101.2, N1101.3) ca limate zone (Table N1101.2) Mehnical systems (N1103) 'See energy conservation plan review record MECHANICAL (Chapters 12-23) rysf Appliance labeling (M1302, M1303) J'� �� Chimney and vent location and terminations f LV SO A....r,,..-- ------ ine40nc A44AA41 (Chapter 10 and Chapter 18) installation (M1307) cooling equipment; heating g load calculations (Chapter 14) systems (Chapter 15) Duct systems (Chapter 16) Ay (A Combustion air (Chapter 17) equipment Boilers/water heaters (Chapter 20) N /.A Hydronic piping (Chapter 21) N 441 Special piping and storage systems (Chapter22) �a Solar systems (Chapter 23) / �f17 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) -10- FUEL GAS (cont'd) Piping installation (G2415 and G2419) Venting (G2426 - G2429) Piping support (G2418 and G2424) Misc appliances (G2423, G2425, G2430 - 1 ' r Valves, controls, connections (G2420, G2421 G2453) and G2422) PLUMBING (Chapters 25-33) Water service location and depth (P2603, P2604) 1',61 Sanitary and storm sewer location and depth (P2603, P2604) / , Z"2TQ Piping support (Table P2605.1) P Listed plastic materials (P2608) / tiS P Plumbing fixtures (Chapter 27) I' Water heater size and location (Chapter 28) t-' Water supply and distribution system design and calculations (Chapter29) 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, P2904.4.2) Water supply capacity (P2904.5.2) Pipe sizing (P2904.6) Drain, waste and vent pipe sizing and riser diagram (P3004, P3005, Chapter31) Sumps and ejectors (P3007) J✓ Backwater valves (P3008) Temperature rating Fixture traps (P3201) (P2904.2.1, P2904.2.2) Storm drainage (Chapter33) Freezing protection JN SP .Penetrations of fire -resistance rated assem- (P2904.2.3) blies (R302.4, R302.5) ELECTRICAL (Chapters 34-43) /3 Penetrations of fire -resistance rated assem- I Wiring methods (Chapter 38) blies (E3402.2) Required lighting and receptacle outlets NSkisted and labeled materials (E3403) (E3901, E3903) :rvice equipment and location (E3405, iNfP Ground -fault and arc -fault circuit -interrupter E3601, E3606) protection (E3902) wvlce size and load calculations (E3602) % A2j✓° Devices and lighting fixtures (Chapter 40) ,ailable fault current (E3606) / (-Y/o Appliance installation (Chapter 41) �ystem grounding (E3607) F" (A Swimming pools (Chapter42) equired branch circuits (E3703) /y 64— Class 2 remote -control, signaling and power-lim- Feeder requirements and load calculations ited circuits (Chapter 43) (E3704) MANUFACTURED HOUSING USED AS DWELLINGS (Appendix E) Provisions adopted (R102.5) / Compliance with Appendix E verified -11- RADON CONTROL MEASURES (Appendix F) Provisions adopted (R102.5) Compliance with Appendix F verified SWIMMING POOLS, SPAS AND HOT TUBS (Appendix G) Provisions adopted (R102.5) Compliance with Appendix G ve ified Pfif io , OVE S (Appendix H) Provisions adopted (R102.5) %' Comp' nce with Appe ix H verified PRIV E SEWAG DISPOSAL ppendix/thAppendix Provisions adopted (R10 .5) Compliance I verified I EXIST' G BUILDINGS AND S RUCTURES ( pendi )O Provisions adopted R102.5) Co pliance wit ppendix J)rified SOUND TRAN MISSION (Appendix K) r i Provisions adopted (R102.5) ti Complia a with Appendix K verified Provisions adopted (R102.5) Compliance with Appendix M verified 5102 WYNNE BUILDING CORPORATION 8000 South U.S. #1 Suite 402 Port St. Lucie, FL 34952 Spanish Lakes Communities Division Port Saint Lucie r; 3uly 7, 2015 To: St. Lucie County Building Dept. �' �''tiai�`otion,$ yt.1-�G0 Attn: William Durden Re: 34 Silver Oak Dr. Permit # IS06-0538 In regards to the will be used is Tita If there are any Thank you, Matthew Lyle ned permit, the Roof Underlayment that 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 MIAMI, MIAMI-DADE COUNTY '® PRODUCT CONTROL SECTION ! 1805 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.miamidade.eov/economy Interwrap, Inc. 32923 Mission Way Mission, BC, Canada V2V-6E4 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code, DESCRIPTION: Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TT, UDL TIT, 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. / "t NOA No.: 14-0603.18 Expiration Date: 08/08/18 Approval Date: 06/11/15 Page 1 of 5 ROOFING COMPONENT APPROVAL Cateeory: Roofing Sub-Cateeory: Underlayment Material: Polypropylene SCOPE: This acceptance is for Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TT, UDL TF, UDL TTMC-300, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments as described in this Notice of Acceptance, for use with approved prepared roof assemblies where ASTM D226 Type underlayment is specified and installed with prescribed approved fasteners and fastener densities. Designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code PRODUCT DESCRIPTION: Product Titanium® IIDL-25 PLUS Manufacturing Location #1 & #3 Titanium® UDL-30 Manufacturing Location #1& #3 Titanium® UDL-50 Manufacturing Location #1& #3 UDL TT Manufacturing Location #1 UDL TF Manufacturing Location #1 UDL TTMC-300 Manufacturing Location #2 RhinoRoof U10 Manufacturing Location #3 Test Product Dimensions Snecification Description 48" x 250' rolls ASTM D226 Woven synthetic polymer underlayment with one Type I & II side coated with UV protected and slip resistant polymer stabilized polypropylene on both sides. 48" x 250' rolls ASTM D226 Woven synthetic polymer underlayment with two Type I & II sides coated with UV protected and slip resistant polymer stabilized polypropylene on both sides. 48" x 250' rolls ASTM D226 Woven synthetic polymer underlayment with two Type I & II sides coated with UV protected and slip resistant polymer stabilized polypropylene on both sides. 48" x 250' rolls ASTM D226 Woven synthetic polymer underlayment with one Type I & II side coated with UV protected and slip resistant polymer stabilized polypropylene on both sides. 48" x 250' rolls ASTM D226 Woven synthetic polymer underlayment with two Type I & II sides coated with UV protected and slip resistant polymer stabilized polypropylene on both sides. 48" x 250' rolls ASTM D226 Woven synthetic polymer underlayment with two Type I & II sides coated with UV protected and slip resistant polymer stabilized polypropylene on both sides. 42" x 286' rolls ASTM D226 Woven synthetic polymer underlayment with two Type I & II sides coated with UV protected and slip resistant 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 93 Type I and 11 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 43 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 D1970 Unreinforced polymer modified bitumen material Manufacturing Location #4 adhered to the underside of a polymer -coated, synthetic woven sheet. The underside is backed with a release film. MANUFACTURING LOCATIONS: 1. ML 1 2. ML2 3. ML3 4. ML4 EVIDENCE SUBMITTED: Test Agency 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 3130639000-002A ASTM D226 02/20/08 3146738COQ-003A ASTM D226 06/20/11 3146738COQ-003B ASTM D 1876/ TAS 117 03/28/08 101465036COQ-001 ASTMD1970 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 I15010.05.10 ASTM D4798 / D226 05/14/10 I38010.08.11 ASTM D226 08/11/11 135520.08.11 ASTM D2523 / D1781 08/17/11 NOA No.: 14-0603.18 Expiration Date: 08/08/18 Approval Date: 06/11/15 Page 3 of 5 INSTALLATION SPECIFICATIONS: Titanium' UDL-25 PLUS, Titanium' UDL-30, Titanium' UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments 1. Titaniume 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 ''/G" annular ring -shank nails, spaced 6" o.o. 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, RhincRoof 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, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments shall not be hot mopped, refer to manufacturer's published literature for product compatibility. 5. Titanium' UDL-25 PLUS, Titanium' UDL-30, Titanium' UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments shall not be applied over an existing roof membrane as a recover system. 6. Titanium® UDL-25 PLUS, Titanium' UDL-30, Titanium' UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments shall not be left exposed as a temporary roof for longer than 30 days of application. 7. UDL TTMC-300 Synthetic Underlayment shall not be left exposed as a temporary roof for longer than 180 days of application. 8. Titanium' UDL-25 PLUS, Titanium' UDL-30, Titanium' UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments are components used in roof system assemblies. Roof system assemblies are approved under a specific Notice of Acceptance. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. 9. Titanium' UDL-25 PLUS, Titanium' UDL-30, Titanium' UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments may be used with any approved roof covering Notice of Acceptance listing Titanium' UDL-25 PLUS, Titanium' UDL-30, Titanium' UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments as a component part of an assembly in the Notice of Acceptance. If Titanium' UDL-25 PLUS, Titanium' UDL- 30, Titanium' UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments are not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. 10. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. 11. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 14-0603.18 MAM•DAD, COUNTY Expiration Date: 08/08/18 Approval Date: 06/11/15 Page 5 of 5 :zo tom.. eisC'hY>iAa/L Vi MIN. SETqAWAEQ. FRONT 0-' V IN zk SIDESSAS CNR SIDES. Fax 4A /9"2" ZNG. IA —IF of I TECHJ �J 4Qj 31 At ZOO ee I RECER."7D JUN 2 9•2015 /7 f FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method P,oject Name: 62' WYNNE G ND CARLTON Builder Name: COMFORT CONTROL OF SLC, INC. Street: 3� ��,pr; \� Permit Office: City, State, Zip: , FL, - Permit Number. Owner: GRAND CARLTON 62' Jurisdiction: Design Location: FL, Fort Pierce 1. New construction or existing New (From Plans) 9. Wall Types (1514.6 sgft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.3 1514.50 ft' b. N/A R= ft' 3. Number of units, if multiple family 1 c. N/A R= ft' 4. Number of Bedrooms 2 d. N/A R= ft' 5. Is this a worst case? No 10. Ceiling Types (1446.0 sgft.) Insulation Area a. Under Attic (Vented) R=30.0 1446.00 ft' 6. Conditioned floor area above grade (W) 1446 b. N/A R= ft' Conditioned floor area below grade (ftq 0 c. N/A R= ft' 11. Ducts R ft' 7. Windows(114.0 sgft.) Description Area a. Sup: Attic, Ret: Attic, AH: Attic 6 90 a. U-Factor: Dbl, U=1.30 114.00 ft' - SHGC: SHGC=0.50 b. U-Factor: N/A ft' 12. Coaling systems kBtu/hr Efficiency SHGC: a. Central Unit 28.2 SEER:15.00 c. U-Factor: N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft' a. Electric Heat Pump 28.2 HSPF:8.60 SHGC: Area Weighted Average Overhang Depth: 3.833 ft. Area Weighted Average SHGC: 0.500 14. Hot water systems a. Electric Cap: 40 gallons 8. Floor Types (1446.0 sgft.) Insulation Area EF: 0.900 a. Slab -On -Grade Edge Insulation R=0.0 1446.00 ft' b. Conservation features b. N/A R= ft' None c. N/A R= ft' 15. Credits CF, Patel Glass/Floor Area: 0.079 Total Proposed Modified Loads: 26.16 PASS Total Standard Reference Loads: 32.81 1 hereby certify that the plans and specifications covered by Review of the plans and 4Z6& STtl this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance with the Florida Energy Code. rrnr.9frHo •,.+ „ O PREPARPRY: Before construction is completed r O DATE: this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as desi ned, is liaoMpliance Florida Statutes. with the Florida Energy Code. COD WE OWNEN BUILDING OFFICIAL: DATE: Vs DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with 403.2.2.1.1. Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 5/15/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 PROJECT Title: Building Type: Owner: # of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: 62' WYNNE GRAND CARLT FLProp2010 GRAND CARLTON 62' 1 COMFORT CONTROL OF SL Single-family New (From Plans) Bedrooms: 2 Conditioned Area: 1446 Total Stories: 1 Worst Case: No Rotate Angle: 45 Cross Ventilation: No Whole House Fan: No Address Type: Lot # Block/SubDivision: PlatBook: Street: County:. City, State, Zip: Street Address ST. LUCIE FL, - CLIMATE / V Design Location TMY Site IECC Design Temp 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 Law BLOCKS Number Name Area Volume 1 Blocky 1446 11568 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil'ID Finished Cooled Heated 1 RoomslnBlockl 1446 11568 Yes 2 2 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio RoomslnBlockl 150.7 ft 0 1446 ft' __ 0 0 1 ROOF / V # Type Materials Roof Gable Roof Area Area Color Solar Absor. SA Emift Tested Emitt Deck Tested Insul. Pitch (deg) 1 Hip Metal 1523 ft' 0 ft' Medium 0.88 N 0.9 No. 0 18.4 ATTIC / V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1445 ft' N N CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) RoomslnBlockt 30 1446ft' 0.1 Wood 5/15/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below - 1 N Exterior Concrete Block - Int InSB1oomsInBIoc 4.3 32 2 9 10 316.3055 0 0 0.8 0 -2 E Exterior Concrete Block - Int InsMoomslnBloc 4.3 49 11 9 10 490.8472 0 0 0.8 0 3 S Exterior Concrete Block - Int InsGIoomsInBIoc 4.3 15 6 8 0 124 ft' 0 0 0.8 0 4 SW Exterior Concrete Block- Int lnsEloomslnBloc 4.3 4 3, 8 0 34 ft' 0 0 0.8 0 5 W Exterior Concrete Block - Int lnsiMOomslnBloc 4.3 35 2 8 0 281.3333 0 0 0.8 0 6 W Exterior Concrete Block - Int InSB1oomSInBIoc 4.3 8 0 8 0 64 ft' 0 0 0.8 0 7 S Exterior Concrete Block - Int lnsEloomslnBloc 4.3 25 6 8 0 204 ft' 0 0 0.8 0 DOORS # Ornt DcorType Space Storms U-Value Width Height Area Ft In Ft In 1 S=>E Insulated RocroslnBloc Metal 0.6 3 0 7 0 21 ft' WINDOWS Orientation shown is the entered, Proposed orientation. _ / Wall Overhang V # Omt ID Frame Panes NFRC U-Factor SHGC Storms Area Depth Separation Int Shade Screening 1 N=>W 1 Metal Double (Tinted) Yes 1.3 0.5 N 27 ft' 10 ft 0 in 0 ft 6 in HERS 2006 None _ 2 N=>W 1 Metal Double (Tinted) Yes 1.3 0.5 N 15 ft' 1 ft 0 in 0 ft 6 in HERS 2006 None 3 N=>W 1 Metal Double (Tinted) Yes 1.3 0.5 N 15 ft' 1 ft 0 in 0 ft 6 in HERS 2006 None 4 E=>N 2 Metal Double (Tinted) Yes 1.3 0.5 N 20 ft' 1 ft 0 in 0 ft 6 in HERS 2006 None 5 E=>N 2 Metal Double (Tinted) Yes 1.3 0.5 N 15 ft' 1 ft 0 in 0 It 6 in HERS 2006 None 6 S=>E 3 Metal Double (Tinted) Yes 1.3 0.5 N 16 ft' 6 ft 0 in 0 ft 6 in HERS 2006 None 7 W=>S 5 Metal Double (Tinted) Yes 1.3 0.5 N 6 ft' 1 ft 0 in 0 ft 6 in HERS 2006 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 ft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 BySpaces Proposed SLA 0.000360 1365.4 74.960 140.97 0.2628 7.0821 HEATING SYSTEM # System Type Subtype Efficiency Capacity Black Ducts - 1 Electric Heat Pump None HSPF: 8.6 28.2 kBtu/hr 1 sys#i 5/15/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1• Compliant Software Page 3 of 5 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER:15 28.2 kBtu/hr 846 ctm 0.8 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.9 40 gal 50 gal 120deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cart # Company Name System Model # Collector Model # Area Volume FEF None None ft2 DUCTS _ / — Supply — — Return — Air Percent HVAC # V # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF Heat Coal 1 Attic 6 90 ft2 Attic 25 ft2 DSE=0.88 Attic 0.0 cfm 0.00 % 0.00 0.60 1 1 TEMPERATURES Programable Y CeApriling Fans: Cooling])Thermostat: Venting Jan Jan Feb ��)] Mar ����XXXX May F ��(( Jun IX� Jul ��XX IX� Aug ��XX IX� Sep �[[XXX�]] ��' Novr�[�XX]] Dec Dec [X] lxl [X] [XJ Apr [X1 May Jun [[XX111l11 Jul [[XX111l11 Aug [[X111111 Sep [X) Lxl Oct [Xj Nov lxl 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 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 5/15/2012 9:20,AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 FbRM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: PERMIT* FL, MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC -rated as meeting ASTM E 283. Windows and doors = 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors & outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat & 403.1 At least one thermostat shall be provided for each separate heating and controls cooling system. Where forced -air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7:2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric) or shutoff (gas). Circulating system pipes insulated to = R-2 + accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower (HP) of = 1 & Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor -retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site -recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82% after 4116/13). Heat pump pool heaters minimum COP= 4.0. Cooling/heating 403.6 Sizing calculation performed & attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat >10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 5/15/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software i, .M,a 0, ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX" = 80 The lower the EnergyPerformance Index, the more efficient the home. FL, - 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=4.3 1514.50 ft' b. N/A R= ft' 3. Number of units, if multiple family 1 c. N/A R= ft' 4. Number of Bedrooms 2 d. N/A R= ft' 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1446.00 ft' 6. Conditioned floor area (ft� 1446 b. N/A R= ft' 7. Windows'* Description Area c.N/A R= ft� a. U-Factor. Dbl, U=1.30 114.00 ft' 11. Ducts a. Sup: Attic, Ret: Attic, AH: Attic R ft 6 90 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 28.2 SEER:15.00 SHGC: d. U-Factor. N/A ft' 13. Heating systems kBtu/hr Efficiency SHGC: a. Electric Heat Pump 28.2 HSPF:8.60 Area Weighted Average Overhang Depth: 3.833 ft. Area Weighted Average SHGC: 0.500 8. Floor Types Insulation Area 14. Hot water systems Cap: 40 gallons a. Slab -On -Grade Edge Insulation R=0.0 1446.00 ft' a. Electric .EF: 0.9 b. N/A R= ft' c. N/A R= ft' b. Conservation features None 15. Credits CF, Pstat 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 inspectiori. Otherwise, ap9w EPL Display Card will be completed based on installed Code compliant fe to Builder Signature: Date: U VT Address of New Homef,3,%A City/FL *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. �Eners gyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software 9 c Project SummaryJob: W CI IItSOft Date: MAY 15, 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: 62'IGR,AND CARLTON WY``NNNqNE BUILDING CORP. FORT PIERCE, FL 34983 Notes: \V LE Design InformatioU Weather: Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TD 28 OF Heating Summary Structure 17399 Btuh Ducts 3009 Btuh Central vent (25 cfm) 773 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 21181 Btuh Infiltration Fort Pierce, FL, US Method Simplified Construction quality Average Fireplaces 0 Heatin Cooling VolumeArea j�fta) 1258 1258 Air changes/hour 0.45 0.23 Equiv. AVF (cfm) 94 48 Heating Equipment Summary Make Carrier Trade COMFORT 15 PURON SINGLE STAGE Model 25HBC530A AHRI ref no3676266 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8.7 HSPF 28400 Btuh @ 47°F 27 OF 947 cfm 0.046 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 16133 Btuh Ducts 3659 Btuh Central vent (25 cfm) 414 Btuh Blower 0 Btuh Use manufacturer's data n Ratelswing multiplier 0.95 Equipment sensible load 19195 Btuh Latent Cooling Equipment Load Sizing Structure 2411 Btuh Ducts 1086 Btuh Central vent (25 cfm) 1049 Btuh Equipment latent load 4547 Btuh Equipment total load 23742 Btuh Req. total capacity at 0.70 SHR 2.3 ton Cooling Equipment Summary Make Carrier Trade COMFORT 15 PURON SINGLE STAGE Cond 25HBC530A Coil FX4DN(B,F)031 AHRI ref no3676266 Efficiency 12.5 EER, 15.3 SEER Sensible cooling 19880 Btuh Latent cooling 8520 Btuh Total cooling 28400 Btuh Actual air flow 947 cfm Air flow factor 0.048 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.82 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2012-May-15 09:13:19 WrightSOft' Right -Suite® Universal 201212.0,04 RSU05064 Page 1 AC01 E:\Wrighlsoft FIVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .mp Cale = MJ8 Front Door faces: N wrightsoft• Load Short Form Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST.. PORT ST, LUCIE. FL 34983 Phone: 772-578-2799 Fax 772-785-9144 Web: comfoncontrolofslc.com For: 62' GRAND CARLTON II, WYNNE BUILDING CORP. FORT PIERCE, FL 34983 Htg Clg Outside db (°F) 42 90 Method Inside db (°F) 70 75 Construction quality Design TD (°F) 28 15 Fireplaces Daily range - L Inside humidity (%) 30 50 Moisture difference (gr/lb) 1 61 HEATING EQUIPMENT Make Carrier Trade COMFORT 15 PURON SINGLE STAGE ... Model 25H BC530A AHRI ref no3676266 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8.7 HSPF 28400 Btuh @ 47°F 27 OF 947 cfm 0.046 cfm/Btuh 0 in H2O Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN Infiltration Simplified Average 0 COOLING EQUIPMENT Make Carrier Trade COMFORT 15 PURON SINGLE STAGE Cond 25HBC530A Coil FX4DN(B,F)031 AHRI ref no3676266 Efficiency 12.5 EER, 15.3 SEER Sensible cooling 19880 Btuh Latent cooling 8520 Btuh Total cooling 28400 Btuh Actual air flow 947 cfm Air flow factor 0.048 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.82 ROOM NAME Area (ft2) Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) Clg AVF (cfm) FOYER 60 1144 674 53 32 GIRT RM/DINING 483 7087 7281 329 348 LAUNDRY 46 839 1859 39 89 KITCHEN 154 359 2942 17 141 MS BATH 53 907 1146 42 55 MS CLOSET 70 77 149 4 7 MS BDRM 266 4973 2990 231 143 HALL 18 19 37 1 2 BATH 45 514 237 24 11 BDRM 2 196 3577 2100 166 100 cc n44 V97 AO 10 111P\ I'll L V Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrlhtSOft" 2012-May-15 09:age I 9 Ri9h1-Suite0l Universal 2012 12.0.04 RSU05864 page ACQ\ E:Mrightsoft HVAC\Wynne Corp162' WYNNE GRAND CARLTON 11 .rrp Cale = MJ8 Front Door faces: N Entire House p 1445 20408 19792 947 947 Other equip loads 773 414 Equip. @ 0.95 RSM 19195 Latent cooling 4547 AA� 1ooAl nn� nn7 V IALJ iY-ra ei wi e.�r�e a�� e�� Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2012-May-15 09:13:19 �- W rlghtSOft" Right -Suite® Universal 2012 12.0.04 RSU05864 Page 2 ACCK EAWrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .np Cale = MJ8 Front Door faces: N wrightsoftRight-JO 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: comfodcontrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name Entire House FOYER 2 Exposed wall 150.7 ft 6.0 If 3 Room height 8.7 it p 8.0 it heat/ccol 4 Ro0m dimensions 6.0 x MO ft 5 Room area 1444.5 ft' 60.0 ft- Ty Construction U-value Or HTM Area (flj Load Area (ft� Load number (Btuh/fP-°F) (Btuh1ftj or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11RR11 12C-Osw 0,091 n 2.55 2.18 315 246 627 537 0 0 0 0 I--G 1A-r1omd 1.270 n 35.56 26.39 39 0 1387 1029 0 0 0 0 �L--GG 2A-2ob 0.630 n 17.64 22.24 15 0 265 334 0 0 0 0 2A-2om 0.840 n 23.52 25.39 15 0 353 381 0 0 0 0 11 ViJ 12C-Osw 0.091 a 2.55 2.18 490 450 1146 983 0 0 0 0 �--G 2A-2om 0.840 a 23.52 68.19 40 3 931 2699 0 0 0 0 12C-Osw 0.091 s 2.55 2.18 124 83 211 181 48 27 69 59 2A-2om 0.840 s 23.52 25.39 20 20 470 508 0 0 0 0 11J0 0.600 s 16.80 17.40 21 21 353 365 21 21 353 365 W 12C-0sw 0.091 sw 2.55 2.18 34 34 86 74 0 0 0 0 12C-0sw 0.091 w 2.55 2.18 282 276 702 602 0 0 0 0 IWI - L--G 2A-2om 0.840 w 23.52 66.18 6 1 141 397 0 0 0 0 W 13A-5ocs 0.125 w 3.50 2.22 64 64 224 142 0 0 0 0 P 1213-0bw 0.097 - 2.72 0.85 204 204 554 174 80 60 217 68 C 16B-30ad 0.032 - 0.90 1.68 1389 1389 1244 2333 60 60 54 101 C 16C-19al 0.049 - 1.37 2.08 56 56 77 117 0 0 0 0 F 22A-lph 1.358 - 38.02 0.00 1445 151 5729 0 60 6 228 0 6 c) AED excursion 423 -35 Envelope loss/gain 14501 11279 921 558 12 a) Infiltration 2898 794 106 29 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 0 0 Appliances/other 36001 1 1 0 Subtotal (lines 6 to 13) 17399 16133 1027 588 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 17399 16133 1027 588 15 Duct loads 179. 23% 3009 3659 11% 15% 117 87 Total room load 1 20408 19792 1144 674 Air required (cfm) 947 947 53 32 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsuft' Right -Suite® Universal 2012 12.0.04 RSU05864 2012-May-15 09P.age11 ��t` EAWnghtsoft HVAMWynne Corp162' WYNNE GRAND CARLTON 11 .n-p Caro = MJ8 Front Door faces: N + wrightsoR' 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: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area CRT RM/DINING 45.0 it 9.8 It heat/cool 1.0 x 482.5 h 482.5 ft- LAUNDRY 6.5 If 8.0 it hea0cool 7.0 x 6.5 ft 45.5 ft' Ty Construction number U-value (Btuh/ftk-F) Or HTM (Btuh/ft= Area (ft� or perimeter (ft) Load (Btuh) Area (ft� or perimeter (it) Load (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 VVNN I--G IL-�G Wi -G D VC-Osw 1A-rlomd 2A-2ob 2A-2om 12C-0sw 2A-2om 12C-Osw 2A-2om 11J0 12C-Osw 12C-Osw 2A-2om 13A-5ccs 12B-Obv 16B-30ad 16C-19al 22A-lph 0.091 1.270 O,630 0.840 0.091 0,940 0.091 0.840 0.600 0.091 0.091 0.840 0.125 0.097 0,032 0.049 1.358 In In35.56 In In a a s s s sw w w w - - - - 2.55 17.64 23.52 2.55 23.52 2.55 23.52 16.80 2.55 2.55 23.52 3.50 2.72 0.90 1.37 38.02 2.18 25.39 22.24 25.39 2.18 68A9 2.18 25.39 17.40 2.18 2A8 66.18 2.22 0.85 1.68 Z08 0.00 196 39 0 0 245 40 0 0 0 0 0 0 0 0 483 0 483 157 0 0 0 205 3 0 0 0 0 0 0 0 0 483 0 45 400 1387 0 0 523 931 0 0 0 0 0 0 0 0 432 0 1711 343 1029 0 0 449 2699 0 0 0 0 0 0 0 0 sit 0 0 0 0 0 0 0 0 0 0 0 0 52 0 0 55 46 0 46 0 0 0 0 0 0 0 0 0 0 52 0 0 56 46 0 7 0 0 0 0 0 0 0 0 0 0 132 0 0 152 41 0 247 0 0 0 0 0 0 0 0 0 0 114 0 0 48 76 0 0 W W LG W P C C F 6 c) AED excursion 288 -83 Envelope loss/gain 5365 56191 573 155 12 a) Infiltration b) Room ventilation 977 0 268 0 115 0 32 0 13 Internal gains: Occupants @ 230 Appliances/other 2 1 460 0 0 0 1200 Subtotal (lines 6 to 13) 6362 6346 688 1387 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 11% 15% 0 0 0 6362 7251 0 0 0 6346 935 22% 34% 0 0 0 688 151 0 0 0 1387 472 Total room load Air required (cfm) 7087 329 7281 348 839 39 1859 89 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft' 2012-May-15 09:age 2 Rrp\62' WYN Universal D C 1 LTON If rrp al Page 2 �� E:1Wrightsoft HVAC1Wynne Carp\62' WYNNE GRAND CARL7ON If .rrp Calc = MJB Front Door faces: N 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: comforicontrolofsle.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name KITCHEN MS BATH 2 Exposed wall 0 ft 7.5 R 3 Room height 8.0 It heaVcool 8.0 ft heat/cool 4 Room dimensions 1.0 x 154.0 ft 7.0 x 7.5 ft 5 Room area 154.0 ft' 52.5 fl' Ty Construction number U-value (Btuh/ft2--°F) Or HTM (Btuh/fl2) Area (ft' or perimeter (ft) Load (Btuh) Area (ft2) or perimeter (if) Load (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 l4/ 12C-osw 0.091 n 2.55 2.18 0 0 0 0 0 0 0 0 1A41omd 1.270 n 35.56 26.39 0 0 0 0 0 0 0 0 ILL--GGG 2A-20b 0.630 n 17.64 22.24 0 0 0 0 0 0 0 0 2A-2cm 0.840 n 23.52 25.39 0 0 0 0 0 0 0 0 lyV 11 12C-Osw 0.091 a 2.55 2.18 0 0 0 0 0 0 0 0 `l' 2A-2om 0.840 a 23.52 68.19 0 0 0 0 0 0 0 0 0.091 s 2.55 2.18 0 0 0 0 0 0 0 0 tj12C-Osw 2A-2om 0,840 s 23.52 25.39 0 0 0 0 0 0 0 0 11J0 0.600 s 16.80 17.40 0 0 0 0 0 0 0 0 W 12C-Osw 0,091 sw 2.55 2.18 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 w Z55 2.18 0 0 0 0 60 54 138 118 I---G 2A-20m 13A-5ccs 0.840 0.125 w w 23.52 3.50 66.18 2.22 0 0 0 0 0 0 0 0 6 0 1 0 141 0 397 0 W P 12B-Obw 0.097 - 2.72 0.85 68 68 185 58 0 0 0 0 C 16B-30ad 0.032 - 0.90 1.68 154 154 138 259 53 53 47 88 C 16C-19al 0.049 - 1.37 2.08 0 0 0 0 0 0 0 0 F 22A4ph 1.358 - 38.02 0.00 154 0 0 0 53 8 285 0 6 c)AED excursion -153 215 Envelope loss/gain 323 164 611 818 12 a) Infiltration 0 0 133 36 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 2400 0 Subtotal (lines 6to 13) 323 2564 744 855 Less external load 0 0 0 0 Less transfer 0 0 0 0 14 Reoshibutio0 Subtotal 0 323 0 2564 0 744 0 855 15 Duct loads 11% 15% 37 378 22% 34% 164 291 Total room load Air required (cfm) 359 17 2942 141 907 421 1146 55 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoR' 2012-May-1509:13:19 g Right -Suite® Universal 2012 12.0.04 RSU05864 Page 3 A E:1Wrighlsoft HVAC%Wynne Corp162' WYNNE GRAND CARLTON 11 .rip Celc =MJB Front Door faces: N wrightsoft• Right-M) Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST,, PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name MS CLOSET MS BDRM 2 Exposed wall 0 it 42.0 it 3 Room height 8.0 it heat/cool 8.5 It heat/cool 4 Room dimensions 7.0 x 10.0 It 14.0 x 19.0 ft 5 Room area 70.0 W 266.0 112 Ty Construction U-value Or HTM Area (ft� Load Area (ft5 Load number (Btuh/ft'--°F) (BluWfl5 or perimeter (it) (Btuh) or perimeter (it) (eluh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-Osw 0.091 n 2.55 2.18 0 0 0 0 119 89 227 194 1A-r1omd 1.270 n 3155 26.39 0 0 0 0 0 0 0 0 N 2A-2ob 0.630 n 17.64 22.24 0 0 0 0 15 0 265 334 2A-20m 0,840 n 23.52 25.39 0 0 0 0 15 0 353 381 11 WL` 12C-Osw 0.091 a 2.55 2.18 0 0 0 0 77 77 195 167 C 2A-2om 0,840 a 23.52 68,19 0 0 0 0 0 0 0 0 12C-Osw 0.091 s 2.55 2.18 0 0 0 0 0 0 0 0 2A-2om 0.840 s 23.52 25.39 0 0 0 0 0 0 0 0 D 11,10 0.600 s 16.80 17.40 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 sw 2.55 2.18 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 w 2.55 2.18 0 0 0 0 162 162 412 353 L- G 2A-2om 0.840 w 23.52 66.18 0 0 0 0 0 0 0 0 W 13A-5ocs 0.125 W 3.50 2.22 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 C 168-30ad 0.032 - 0.90 1.68 70 70 63 118 266 266 238 447 C 16C-19al 0,049 - 1.37 2.08 0 0 0 0 0 0 0 0 F 22A-tph 1.358 - 38.02 0.00 70 0 0 0 266 42 1597 0 6 c) AED excursion -7 139 Envelope loss/gain 63 111 3286 2014 12 a) Infiltration 0 0 791 217 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 63 111 4077 2231 Less external load 0 B 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 63 ill 4077 2231 15 Duct loads 22% 34% 14 38 22% 34% 896 760 Total room load 77 149 4973 2990 Air required (cfm) 4 7 231 143 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft' Right -Suite® Universal 201212.0.04 RSU05864 2012-May-150 Page 4 ACCk E:Mnghtsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Colo = MJ8 Front Doorfaces: N 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: comforlcontrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name HALL BATH 2 Exposed wall 0 ft 5.0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/ccol 4 Room dimensions 3.5 x 5.0 ft 9.0 x 5.0 ft 5 Room area 17.5 fl' 45.0 ft' Ty Construction U-value Or HTM Area (III Lead Area (ft� Load number (Btuh/fF-°F) (BtuNttj or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/5 Heal Cool Gross N/P/S Heal Cool 6 14/ 12C-Osw 0.091 n 2.55 2.18 0 0 0 0 0 0 0 0 1A-r1omd 1.270 n 35.56 26.39 0 0 0 0 0 0 0 0 ILL---GGG 2A.2ob 0.630 n 17.64 22.24 0 0 0 0 0 0 0 0 2A-2om 0.840 n 23.52 25.39 0 0 0 0 0 0 0 0 11 W, 12C-Osw 0.091 a 2.55 2.18 0 0 0 0 40 40 102 87 �G 2A-2om 0.840 a 23.52 68.19 0 0 0 0 0 0 0 0 12C-Osw 0.091 s 2.55 2.18 0 0 0 0 0 0 0 0 2A-2om 0.840 s 23.52 25.39 0 0 0 0 0 0 0 0 D 11J0 0.600 s 16.80 17.40 0 0 0 0 0 0 0 0 W 12C-0sw 0.091 sw 2.55 2.18 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 L-G 2A-20m 0.840 w 23.52 68.18 0 0 0 0 0 0 0 0 W 13A-5ocs 0.125 w 3.50 2.22 0 0 0 0 0 0 0 0 P 12B-Obv 0.097 - 2.72 0.85 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 - 0.90 1.68 18 18 16 29 45 45 40 76 C 16C-19al 0.049 - 1.37 2.08 0 0 0 0 0 0 0 0 F 22A-lph 1,358 - 38.02 0.00 18 0 0 0 45 5 190 0 6 c) AED excursion -2 -11 Envelope loss/gain 16 28 332 152 12 a) Infiltration 0 0 89 24 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 16 28 421 177 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 16 28 421 177 15 Duct loads 22% 340A 3 9 22% 34% 93 60 Totalroom load 19 37 514 237 Air required (cf.) 1 2 24 11 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -Fp- wrightso• Right -Suite® Universal 2012 12.0.04 RSU05864 2012-May-15 0Page1 ft5 �� E:1Wdghtsoft HVAC%Wynne Corp162' WYNNE GRAND CARLTON 11 .rfp Cale = MJ8 Front Door faces: N 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: comforicontrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name BDRM 2 MASTER LAV 2 Exposed wall 30.7 ft 8.0 ft 3 Room height 8.0 ft heat/cool 8.0 It heat/cool 4 Room dimensions 1.0 x 195.5 ft 7.0 x 8.0 ft 5 Room area 195.5 W 56.0 ft, Ty- Construction U-value Or HTM Area (ftl Load Area (ft� Load number (Btuh/ft'-°F) (Btuh/fl0 or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross I N/P/S Heal Cool Gross N/P/S Heat Cool 6 12C-Osw 0.091 n 2.55 2.18 0 0 0 0 0 0 0 0 1A-rlomd 1.270 n 35.56 26.39 0 0 0 0 0 0 0 0 N 2A-20b 0.630 n 17.64 22.24 0 0 0 0 0 0 0 0 2A-2om 0.840 n 23.52 25.39 0 0 0 0 0 0 0 0 11 Wi 12C-Osw 0.091 a 2.55 2.18 128 128 326 280 0 0 0 0 �G 2A-2cm 0.840 a 23.52 68.19 0 0 0 0 0 0 0 0 1Q/ 12C-0sw 0.091 5 2.55 2.18 76 56 143 122 0 0 0 0 �(D` 2A-2om 0.840 s 23.52 25.39 20 20 470 508 0 0 0 0 L 111,10 0.600 s 16.80 W.40 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 sw 2.55 2.18 34 34 86 74 0 0 0 0 W 12C-Osw 0,091 w 2.55 2.18 8 8 20 17 0 0 0 0 L-G 2A-2om 0.840 w 23.52 66.18 0 0 0 0 0 0 0 0 W 13A-5ocs 0.125 w 3.50 2.22 0 0 0 0 64 64 224 142 P 12B-Obw 0.097 - 2.72 0.85 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 - 0.90 1.68 196 196 175 328 0 0 0 0 C 16C-1981 0.049 - 1.37 2.08 0 0 0 0 56 56 77 117 F 22A-tph 1.358 - 38.02 0.00 196 31 1166 0 56 8 304 0 6 c) AED excursion 88 -17 Envelope loss/gain 2387 1417 605 242 12 a) Infiltration b) Room ventilation 545 0 149 0 142 0 39 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 2932 1567 747 281 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2932 1567 747 281 15 Duct loads 22% 34% 645 533 22% 34% 164 96 Total room load Air required (cfm) 3577 1fi6 2100 100 911 42 377 18 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. i i>ttsoft' 2012-May-1509:13:19 wr B Right -Suite® Universal 2012 12.0.04 RSU05864 Page 6 ACCK E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rm Cale = MJ8 Front Door faces: N W1 0 MiTek" Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. RECEV'-D IMI Z 9'2X 3 cf Si C uoe 6m.< RE: M11323 - 62' Grand Carlton III with porch Site Information: Customer Info: WYNNNE DEVELOPEMENT CORP Project Name: Lot/Block: Subdivision: Address: N/A City: PORT ST LUCIE State: FL MiTek USA, Inc. 6904 Parke East Blvd. M11323 Mode l.lpa1E1233610.4115 Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2010/fP12007 Design Program: MiTek 20/20 7.3 Wind Code: ASCE 7-10 [All HeighIl Wind Speed: 165 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 13 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# I Truss Name Date 1 T6797412 JA5 1/29/015 12 T6797413 A6 1 1/29/015 �3 T6797414 A7 11129/015 4 T6797415 A8 1/29/015 5 T6797416 A9 1/29/015 6 T6797417 A 1/29/015 7 T6797418 GRA 1/29/015 8 T6797419 GRB 1/29/015 I9 IT6797420 1J2 11/29/0151 10 IT6797421 IA 1/29/015 11 IT6797422 JA 1/29/015 12 T6797423 1B 1/29/015 13 �T6797424 IKJ8 1/29/015 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: Alban!, 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. W Truss Truss Type Qty Ply 62' Grand Carlson III whh porch T6)91412 M11323 AS SPECIAL 9 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce Fl. M982 ].35u s bap 2) xv,2 MRek Industries, Inc. Thu Jan 2914:43:Sfi 2015 Page 1 ID:2GIScwwyY5hnGhXVARzUkuyuFUM-IC91 HuHvWy_i5MP5wvpzHLhiyURLhFZbwellbzgUO' 1^ ]as 1 10-6n 1 n-o-0 zar.e 1 z6-4-u 2-9-IS 6-5-12 3-4.8 5.71-8 78-0 1-0-0 Scale = 1:61.2 4.00 rl2 5x8 II 4x10 " Sx12 = 20 II 2.00 72 LOADING(psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2010fTPI2007 CSI TC 0.85 BC 0.99 WB 0.54 (Matrix) DEFL In (loc) Well Ud Vert(ILL) 0.72 14 >558 360 Vert(TL)-1.4713-14 >271 240 Horz(TL) 0.43 10 n/a n/a PLATES GRIP MT20 2441190 MT18HS 244/190 Weight: 154 lb 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 telling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3'Except' WEBS 1 Row at midpt 6-14 6-14: 2x4 SP M 30 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1125/0-8-0 (min. 0-1-8), 1 0=1 125/0-8-0 (min. 0-1-9) Max Herz 2=-179(LC 6) Max Uplift2=-816(LC 8). 10=-816(LC 8) Max Grav2=1305(LC 2), 10=1305(LC 2) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except When shown. TOP CHORD 2-3=-5281/3019, 3-4=-4949/2747, 4-5= 4901/2754, 5-6-4974/2856, 6-7=-2341/1489, 7-8=-2314/1408,8-9=-2372/1395, 9-10-3052/1725 BOT CHORD 2-14— 2775/5007, 13-14=-976/2035, 12-13=1520/2822, 10-12=-1520/2822 WEBS 3-14-311/333, 5-14=.247/266, 6-14-1712/3155, 6-13=-253/524, 9-13=-700/469, 9-12=0/272 NOTES %��5 A. 1) Unbalanced roof live loads have been considered for this design. ,�� �P, •„ 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2paf; BCDL=3.Opsf; h=14ft B=52ft; L=34ft; eave=6ft; Cat. 11; ,� O G ' • I, Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 :��`r; ��,� S. . o 3) All plates are MT20 plates unless otherwise Indicated. 4) This buss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3938 5) - This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide wilt fit between the bottom chord and any other members. 6) Bearing at Jolnt(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designershould verity capacity of bearing surface. ATE 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8161to uplift at Joint 2 and 816111 uplift at O. " point 10. AN'• �` 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this Imes. ��, �s , O R O • \,�� LOAD CASE(S) Standard .,���,S;ONA; % `� FL Cert. 6634 January 29,2015 ®WARNING. Verlfydeslgnparameters and READ NOTES ON THISAND INCLUDED M/FEKREFERANCEPAGEM11-7473 rev. 0W6c0169EFORE USE. Design valet for use onlywlth MRek connectors. Ins design is based only upon parametersshown, and Is for an IntlMduat building component. Not Applcablllty of design parameters and proper haorporation of component is responslarity of bulldhg designer -not truss designer. Bracurg shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure s1aW Ity owing construction Is the respon4bllllty of the MiTek' erector. Additional permanent bracing of the overall structure Is the respons terhy or the bWlding designer. For general guidance regarding fabricallon quality confrol, storage, delivery. erection and booing, comull ANSI/fPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avolable Rom iprse Plate Institute, 781 N. Lee Street Suite 312. Alexandria. VA 22314. Tampa, FL 33610 Job Cuss Truss Type Oty Ply 62' Grand Corhon III weh Porch T67B]413 M11323 A6 SPECIAL 1 1 Job Reference (optional) ChamEeis Truss Inc., Fort Pierce FI. 34982 6 6 4.00 rl2 2.00 FI2 Sx8 % 4x5 5x6 = F37I 106-0 15-00 20-441 25-11-15 34-0-0 1a.f..d d.5a2 d-041 5.7.7 1i:1 Scale = 1:63.3 Plate Offsets DCY)' f2'0-4-2 Edgel 13:0-3-0 Edgel (5:0-4-0 0-2-61 f7:0-2-7 Ed0e1 f9-0314 0-1-81 LOADING test) SPACING 2-0-0 CSI DEFL In (toe) Udell Lrd PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.99 Vert(L-) 0.65 14 >617 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.72 Vert(rL) -1.28 2-14 >313 240 MT18HS 2441190 BCLL 0.0 ' Rep Stress Incr YES WB 0.77 Horz(TL) 0.40 9 War n/a BCDL 10.0 Code FBC2010rrP12007 (Matrix) Weight: 1571b FT=0 LUMBER TOP CHORD 2x4 SP M 30 *Except* 1-3: 2x4 SP M 31 BOT CHORD 2x4 SP M 30 'Except' 2-14: 2x4 SP M31 WEBS 2x4 SP No.3 *Except* 5-14: 2x4 SP M 30 OTHERS 2x4 SP No.3 REACTIONS (lb/size) 2=1125/0-8-0 (min. 0-1-8), 9=1125/0-8-0 (min.0-1-9) Max Horz2=-169(LC 6) Max Uplift2=-816(LC 8). 9=-816(LC 8) Max G rav 2=1 305(LC 2), 9=1305(LC 2) BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD . Rigid ceiling directly applied or 4.6-14 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation milde. FORCES (Ib) - Max. Comp./Max Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-5263/3001, 3-4— 5128/3006, 4-5=-4901/2767, 5-6=-2217/1393, 6-7=-2293/1373, 7-8=-2301/1352, 8-9=-3064/1741 BOT CHORD 2-14= 2754/4988, 13-14= 1082/2265, 12-13=-1021/2111, 11-12= 1536/2836, 9-11=-1536/2836 WEBS 4-14=435/467,5-14=.1543/2851,5-13=.388/171,6-13=-151/496, 8-12= 819/564, 0111111111111114 A. 8-11=0/309 ``%�% 'S ,l NOTES ��%��\`••','\G E N, V a 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL--A.2psf; BCDL=3.OpsF h=141% B=52ft; L=34ft; eave=61t; Cal. II` 3938 Exp C; Encl., GCpl=0.18; MW FRS (directions]): Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. •• 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6)' This Imes has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will -� AT E ••. fit between the bottom chord and any other members. �O k 7) Bearing at joint(s) 2 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity i�T� ••• O Fi 1 Q ,�"; 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 816 lb uplift at joint 2 and 816lb uplift at of bearing surface. &/ ••""•` p�I Joint 9. 9) "Semi -rigid pi[chbreaks Including heels° Member end fixity model was used In the analysis and design of this truss. /ONA 111111111 LOAD CASE(S) Standard FL Cert. 6634 January 29,2015 A WARNING -Virnry desfgn parameters and READ NOTES ON THIS AND INCLUDED M]TEK REFERANCE PAGEMY-7473 rov. Misc!015 BEFORE USE Design valid for use only with Mnek connectors. IDls tlesign Is based only upon parameters shown, and Is for an IndMdual building component. Appibgb9lly of design parameters and proper incoiporallon of component Is responsibility of building designer - not Wss desGner. Bracing shown Is for lateral supporl ofindMdual web members only. Addlliwwl temporary bracing to Insure stabOlty during constriction is the responslI of the M!Tek' erector. Adalllonalperma,entmoringofineoverallstructure Isline responslbllltyofitnbIDafingdeogner.For generalguldanceregarding faMlcatbrt quality control, storage, delivery. erection antl bracing, consult ANSIRPII Quality Criteria, DSB-69 and SCSI Building Component 69M Perks Eml BNd. Safety Info inctlon avallabie from Tuns Plate ImIllute.781 N. We Sheet. Suite 312. Alexandria. VA22314. Tomes, FL 33510 Job Truss Truss I ype Cry Ply 62'Grend Carlton 111 with porch TW91414 M11323 A] SPECIAL 1 1 Job Reference (optional) Chambers Truss inc., FoA Pierre FI. 34902 7.350s SapG5 a 2p12bGni lAl ZEiix Inc. Thu 2i ze14AkpU s2E Pagai I D: W SJgpGwalPpeur6hk9UjG5yuFUL-hbGnialAl ZEizOW oDLxH2iC7wmAkpUys2E7sNTzgUo? 1-0 --114-0-0 20-0-0 25-11-15 as-ui1 - a-u- -0-0 a8 -1it2,5-0.6 6-0-0 611-05 8-0-1 -OO Sx10 � 5x6 = e nor 5X12 = 2x3 11 2.00 12 Scale = 1:62.2 LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress met YES Code FBC2010/rP12007 CS] TC 1.00 BC 1.00 WB 0.97 (Matrix) DEFL in (too) I/dell L/d Vert(LL) 0.63 11 >638 360 Vert(TL) -1.35 10-11 >296 240 Horz(TL) 0.41 7 n/a n1a PLATES GRIP MT20 2441190 MT18HS 2441190 Weight: 1471b FT=O% LUMBER BRACING TOP CHORD 2x4 SP M 30'ExcepC TOP CHORD Structural wood sheathing directly applied. 1-4: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 1-4-12 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 culde. REACTIONS (lb/size) 2=112510-8-0 (min. 0-1-8), 7=1125/0-8-0 (min. 0-1-9) Max Harz 2=-150(LC 6) Max Up1lft2= 816(LC 8), 7=-816(LC 8) Max Grav2=1305(1-C 2), 7=1305(LC 2) FORCES (Its) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5269/2981, 3-4=-4931/2758, 4-5=-2137/1353, 5-6=2348/1397, 6-7-3031/1715 BOT CHORD 2-11=-2733/4998, 10-11=-1397/2758, 9-10=-1508/2801, 7-9=-1508/2801 WEBS 3-11=-371/412, 4-11=-1307/2558, 4-10=-783/392, 5-10=-171/459, 6-10=-711/484, 6-9=0/280 NOTES 1) Unbalanced roof live loads have been considered for this design. 111111// 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52fl; L=34ft; eave=6ft; Cat. 11; \jt1 III �� g A• Ero C; Enclgatedraina MWFPS (nt water pending. Lumber DOL=1.60 plate grip DOL=1.60 � �P••••• q� , 3) Provide adequate drainage to prevent water pontling. ENS; •. B—� 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 3938 fit between the bottom chord and any other members. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSVFPI 1 angle to grain formula. Building designer should verity capacit= of bearing surface. 8) Provide mechanical connection (by others) of muss to bearing plate capable of withstanding 81611b uplift at joint 2 and 816 lb uplift at joint 7. ATE 9) "Semi -rigid pitchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. iOT. •rC`� O fi `O P•� LOAD CASE(S) Standard 4";'9S/ONA� FL Cert. 6634 January 29,2015 0 WABNINO-Vernydesl9n parameters end BEAD NOTES ON THIS AND INCLUDED MITEKIIEFEFANCEPAGE111II-7473 rev. OY1MISBEFONE USE. Design valid for use only with MQek connectors. This acerin is based only upon parameters shown, end is for an Individual building component. and proper Incorporation of component Is tesperwaillry of iding designer -not truss designer. Bracing shown Appitcobtity, of design parameters bul is for lateral support of indlNduat web members only. Andltloaal temporary bracing to Insure stablllty duMg construction Is She responst,111ty of the MiTek• erector. Addiflonal permanent bracing of the overall structure Is the respomblllry of the buliding designer. For general guldance regarding fab deaflor, qua lly control, storage. delivery, erection and bracln0, consult ANSI11PII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East BNd. Safety Informailon available from Truss Rate Institute, 781 N. We Street. Strife 312, Alexandria. VA 22314. Taapa, FL 33610 JoyTruss Truss type Dty Ply 62'Grand Carton 111 with porch T6]9]415 M11323 As SPECIAL 1 1 Job Reference o Lionel Chambers Truss Inc., Fort Pierce Fl. 34g62 7.350 s8ep 272U12 no 18K Industries, Inc. Thu Jan 2914:43592015 Pagel ID:WSJgpGwalPpeur6hkgUjG5yuFUL-AngAmJootMZZY5_m3SWax CYAW1YOz?HutPwzgUO_ 1-0 88-4 12-0-0 1W 20.4-8 22-0-0 2441-/2 34-0-U ' oa- -0-0 88-4 33.12 3A-4 464 1-7-8 2-8.12 9-3-4 Y40 4x10 4.00 12 2.00 F12 5x6 = 3x4 = 2x3 11 5x10 C 14 5 6 15 7 ��� 5x12 = 3x4 = Scale = 1:62.2 LOADING(psf) SPACING 2-0-0 CSI DEFL In (loc) Well Lid PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.88 Verl 0.61 13 >656 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 1.00 Vert(TL) -1.31 12-13 >306 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.67 Horz(TL) 0.39 9 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight: 1541b FT=0 LUMBER BRACING TOP CHORD 2x4 SP M 30 *Except* TOP CHORD Structural wood sheathing directly applied. 1-4:2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP M 30 "Except' MiTek recommends that Stabilizers and required cross bracing 9.12: 2x4 SP M 31 be Installed during truss erection, In accordance with Stabilizer I WEBS 2x4 SP No.3 Installation Guide. REACTIONS (lb/size) 2=112510-8-0 (min. 0-1-8), 9=1125/0-8-0 (min. 0-1-8) Max Horz 2— 13C(LC 6) Max Up1Ift2=-816(LC 8). 9-816(LC 8) Max Grav2=1305(LC 2), 9=1305(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5279/2992, 3-4=-4928/2744, 4-14=-3740/2134, 5-14=-3740/2134, 5-6=-2467/1511, 6-16= 2476/1519, 7-15=-2476/1519, 7-8= 2545/1492,8-9=-2889/1683 BOT CHORD 2-13=-2744/5007, 12-13=-1673/3161, 11-12=-1152/2370, 9-11=-1467/2678 WEBS 3-13=-362/404, 4-13=-910/1686, 5-13=-255/754, 5-12=-8681517, 6-12=-260/228, 7-12=-294/365, 7-11=-289/642, 8-11= 480/467 TES 1) Unbalanced roof live loads have been considered for this design. ,```,,PS 1 A ' .1',,��i 2) Wind: ASIDE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDlr4.2pst, BCDL=3.Opsf; h=14fb 3=52h; L=34tt; eave=6ft; Cat. II; %% 0\V` • Exp C; Encl., GCpl=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60,•••�G 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 3938 5) This truss has been designed for a 10.0 par bottom chord live load nonconcurrent with any other live loads. * ; 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0.0 wide wll_L' fit between the bottom chord and any other members. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacitz 1 of bearing surface. . ATE 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8161b uplift at joint 2 and 8161b uplift at ee, 0 joint9. �i��•.,<pp�0 "LOAD pitchbreaks Standard Including heels" Member end fixity model was used in the analysts and design of this truss. iss'O N A' % FL Cert. 6634 January 29,2015 ® WARNING. Verify design parameters, and READ NOTES ON TNISAND INCLUDED MITEKREFERANCEPAGE 1,1II.7473 rev. M62016 BEFORE USE Design valid for use only with MNek connectors. IDI5 design k based only upon parameters shown, and Is for an Individual Wising component. Applk:abolty of daslgn parameters and proper Incomorallon of component Is responsiblllty of building deslgror - not Was designer. Braclrg shown Is for lateral support of Individual web members only. AtltlWonol temporary bracing to Insure stability, during constriction Is the responsltAlry of the erector. Add0lonalpermanent bracing orthe overallstructure Isthe respomibllltyofthebullOtgdesigner. For gemmlguldanceregardhig MiTek' fab4callom quality control, storage, delivery, erecton antl bracing, consult ANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Inloonallon avalloble from has Rate Im itute. 781 N. tee Street. With 312. Alexandria. VA 22314. Tampa. FL 3WIO Job Truss Truss Type Cry Ply 62'Grand Carlson 111 with parch T6]S]41fi M11323 A9 HIP 1 1 Job Reference (optional) a"J1 0 4x4 4,00 12 4 IF`S,bl 3x4 = 2.3 h Sx10 16 5 6 17 7 Scale = 1:60.1 ax4 — it- 3xa = 3x6 = 6X8 = 3x6 = 3x4 = LOADING(psf) TOLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2010/TP12007 CSI TC 0.25 BC 0.56 WB 0.87 (Matrix) DEFL In Ven(LL) -0.21 Ven(TL) -0.55 Horz(TL) 0.02 (loc) Well Ud 9-11 >749 360 9-11 >292 240 13 n/a n/a PLATES GRIP MT20 2441190 Weight: 156111 FT=O% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or "-0 oc bracing. WEBS 2x4 SP No.3 MITek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=57310-8-0 (min. 0-1-8), 9=297/0-8-0 (min. 0-1-8), 13=1381/0-8-0 (min. 0-1-14) Max Horz 2=109(LC 7) Max Up11ft2= 450(LC 8), 9=-268(LC 8), 13=-913(LC 8) Max Grav2=690(LC 19), 9=387(LC 20), 13=1598(LC 2) FORCES (Ib) - Max. Comp./Max. Ten. - All forces250 (Ib) or less except when shown. TOP CHORD 2-3=-1210/683,3-4=-675/463, 4-16=-795/458, 5-16=-795/458, 5-6=-387/812, 6-17-3871813, 7-17— 387/813, 7-8=-96/280, 8-9=-303/178 BOT CHORD 2-15=-547/1104, 14-15=-24/290, 13-14=-24/290, 12-13=-254/277, 11-12=-254/277, 9-11=-148/252 WEBS 3-15=-371/357, 5-15-258/648, 5-13=-1196/756, 6-13=-263/230, 7-11-158/384, 8-11= 419/364, 7-13=-825/447 , NOTES \\1%1111111111,F'r 2) Winbalanced d AS Eroof live 7-10;; Vuoad have been 65mph IS -second )derd for this design.gust..... ) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14fl; B=52fb L=34fh eave=6ft; Cat. 11; ,\�--(^� rs A• \V` Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 `���. •.�� G E N S'•••9� 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3938 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide wilC fit between the bottom -chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 450111 uplift at joint 2, 268lb uplift at joint and 9131b uplift at joint 13. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used In the analysis and design of this truss. O . -- AT E LOAD CASE(S) Standard Ile •A,� O R 1 Q P �� 111111110 FL Cert. 6634 January 29,2015 ®WARNING. Vadfydesrgapa..to,. and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE 11I1d4]d rev. O2715/2O15BEFOREUSE ■■■■ Design valid for use only with Mnek connectors, ihh deslgn b based only upon p ometers shown and h for an IndiNdual bullding component. Applicability of design parameters and proper Incoiporallon of component Is respandUlity of Wilding designer -not truss designer. Bracing shown Is for lateral support oundMdual web members only. Acidlflomitemporarybracingtolnsurestabllitydmingconslrucibnlslherespons[Mlltyoffna MOW erector. Atltlitlawl pe(manent lxaclr>B of the overall sirucNre is the responsiblllty of the buJOing designer. Forgene(ai guidance regartlhlg rabdcalloll. quality control, storage. delivery, erection and bracing, consult ANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Bind. Safety Information callable from Truss Rate Institute. 781 N. Lee Sheet, Sulte 312 Alexandria VA 22314. raw.. FL 3361 D Job Truss Truss Type 0ty P 62- Grand Carlton 111 with porch T6]8]417 M11323 A COMMON 9 1 Job Reference o tional Chambers Truss Inc., Furl Pierce FI. M982 4.00 12 4x4 = in] 5-9-0 Scale=1:59.2 ass 5 17 ._ 15 _- 14 14 3x8 2x3 II 4x6 3xB = 3x8 = 4x6 W II LOADING lost) SPACING 2-0-0 CS] DEFL In (too) Well Ud PLATES GRIP TOLL 20.0 Plates Increase 1.25 TO 0.36 Vert(I LQ 0.30 14-15 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.55 Vert(TL) -0.73 14-15 >547 240 BOLL 0.0 ` Rep Stress Incr YES WB 0.53 Horz(TL) 0.15 10 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight: 163 lb FT=O% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-8-2 oc puffins. BOT CHORD 20 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-8-15 oc bracing. WEBS 2x4 SP No.3 MITek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS (Ito/size) 2=1210/0-8-0 (min. 0-1-10), 10=1210/0-8-0 (min. 0-1-10) Max Horz 2= 166(LC 6) Max Uplift2_ 844(LC 8), 10=-844(LC 8) Max Grav2=1355(LC 2), 10=1355(LC 2) FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ito) or less except when shown. TOP CHORD 2-3_ 3245/1839, 3-4=-2656/1547, 4-5=-2606/1555, 5-18=-2656/1658, 6-18=-2595/1654, 6-19-2595/1654, 7-19=-2656/1658,7-8=-2606/1555,8-9=-2656/1547,9-10=-3245/1839 BOT CHORD 2-17=-1636/3008, 16-17= 1636/3008, 15-16=-1636/3008, 15-20=-928/1921, 20-21=-928/1921,14-21— 928/1921,13-14=-1636/3008,12-13=-1636/3008, 10-12=-1636/3008 WEBS 6-14= 524/892, 7-14=-313/305, 9-14= 6001407,6-15=-524/892,5-15=-313/305, 3-15=-5991407 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; 4=1411; 13=5211; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 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.Opst 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, with BCDL = I O.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 844 lb uplift at Joint 2 and B44lb uplift at joint 10. 6) "Semi -rigid pitchbreaks Including heels" Member end fixity model was used In the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 50 lb down and 29 to up at 15-0-0, and 50Ib down and 29Ib up at 19-0-0 on top chord. The design/selection of such connection device(s) Is the responsibility of others. 8) 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: 1-6=-44, 6-11=-44, 2-20=-20, 20-21=-50, 10-21— 20 m it I ATE ' W^ �ONAN;' %a`• /1111111110 FL Cert. 6634 January 29,2015 Q WARNING -Verify des/gn pammefeTa and READ NOTES ON THISANO INCLUDED MREKREFERANOEPAGEMIIJ4T3 rev. M6/2a16SEFOREUSE Design valid for use only with MBek connectors. ins design is based only upon parameters shovm, and is for an individual building component. gotAlNdicabBlty proper Incooration of component isresponslblBty of Wldlrgl designer -not buss designer. Brading Saw hn of design pGTamefOrs and propIncorporation Is for lateral suiWert of Individual web members only. Addilkxlallemporary bracing to Insure stability durvag construclbn is the responslblilly of the Met(erector. Addlllonal permarent brachlg of the overall structure Is the respondblllty, or line Wildho designer. For general guidance regarding fabdcarfon, quality control. storage. delivery, erection and bracing. consult ANSI/IPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke Easl Bind. Safety Information ovallable from Truss Rate Institute, 781 N. Lee Street. Wife 312 Noxandrla, VA 223I4. Tempe, FL 33610 Job Truss Truss Type Gty Py 62' Grand Carbon III wA porch T6]W41] M11323 A COMMON 9 1 Job Reference o lional Chambers Truss Inc.. Fort Pierce FI. M982 LOAD CASE(5) Standard Concentrated Loads (lb) Vert: 18=-43(F) 19=-43(F) 7,350 6 sapZr 2012 MIek Moraines, Inc. Thu Jan 29 14:43:55 2015 Page 2 ID:a3B4PavKnnZweXyJckSFBgyuFUN-HObf3VGHles74znDXDNaG4oegVF5cE4PMGvBmBzgUO2 A WARNING -Vorl]ydedg0 parameter. and READ NOTES ON MIS AND INCLUDED MITEK REFERANCE PAGE M11-74]a rev. 02B6y201S BEFORE USE. ■ Design valid for use onlywith Mgek connectors. IDis design Is based only upon parameters shown, and Is for an InNvtdual buiI component. AppllcabYlty, of design parameters and proper MooKorallon of component K responsibility of bulldiroi designer -not truss designer. Dancing shown K for lateral support ofIndividual web members only. Additional temporary, bracing to Insure stability during conshuctbn is the resporodanllty of the MiTek' erector. Additional permanent bracing of the overall structure K the resporamil0y, of the building designer. Forgenerol guidance regarding fabdcalbrl quality conhol, storage. delivery, erection and bracing, conwlt ANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avollable from Russ Rate Innflum, 781 N. Use Street. Suite 312 A remntltia. VA22314. Tampa, FL 33610 Job Truss Truss Type ON ply 62' Grand Carlton If with porch T6]9]418 M11323 GRA HIP 1 1 Job Reference (optional) Chambers Truss no., Fort Pierce FI. M982 /.abu s cap [I [m[ ranex inausnies, Inc, I nu can ea rawa:m zvm rage i ID:_etC7cxC3ixW?huts?ypJyuFUK-6AywKbK2KUcHosFMuUU_gL2W tzBeOralkCMWzozgU?y 1.0-0 8-0-0 11-1-1 18i-0 22-2-2 2&0-0 34.0-0 35-0-0 1-0-0 8-0-0 3-1-1 5-10-15 16-0� 3.8-2 3-8-14 a-00 1-PO (1•) Top chord must be braced by end jacks, roof diaphragm, or properly connected 4x4 purlins as shown. = 14 3x6 3x6 = 6x8 = 3z6 = 6,,8 = 6xe = e-0-0 11-1-1 18-6-0 26-0-0 34-0-0 =1:62.2 80-0 3-1-1 74-16 7.6-0 8-0-0 Plate Offsets (XY)' r3'0-3-8 Edgel 127'0-3-8Edgel 122'0-3-10 Edgel 124'0-3-8 OJ-01 127:0-3-8 0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (lac) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TO 0.95 Vert(LL) 0.13 22-24 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.99 Vert(TL) -0.33 2-29 >397 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.98 Horz(TL) 0.03 22 n/a Na BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight: 1941b FT=O% LUMBER BRACING TOP CHORD 2x4 SP M 30'Except' TOP CHORD 3-11,71-21: 2X4 SP No.3 BOT CHORD 2x4ISP M 30'Except' BOT CHORD 2-2lj: 2x4 SP No.3 JOINTS WEBS 2x4 SP No.3 REACTIONS All bearings 0-8-0. (Ib)- Max Horz2=166(LC 7) Max Uplift All uplift 1001b or less at joint(s) except 2=-357(LC e), 27=-1183(LC e), 26— 1480(LC e), 22=-643(LC 8) Max Grew All reactions 2501b or less at joint(s) except 2=470(LC19), 27=2282(LC 13), 26=2899(LC 14), 22=947(LC 14) FORCES (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-514/295, 3-5=-371/987, 5-7— 636/1292, 7-8— 636/1292, e-10=-636/1292, 10-72=-636/1292, 12-13= 636/1292, 13-15= 636/1292, 15-16=-636/1292, 16-18=-636/1292, 18-20=-2128/1209, 20-21— 2128/1209, 21-22=-2206/1190, 6-9=-152/308, 9-1 1=-140/372,11-14= 216/415, 14-77=-135l278 BOT CHORD 2-29=-178/558, 28-29— 127/427, 27-28=-127/427, 26-27=-865/511, 25-26= 355/593, 24-25=-355/593, 22-24=-1015/2040 WEBS 3-29=-450/1137, 3-27= 7783/896, 5-27=-768/625, 5-26=-5131328, 13-26=-925/674, 18-26=-2408/1458, 18-24=-832/7770, 27-24= 34/362, 4-5=-571/485, 19-20=-343/310, 14-75=-519/392 Structural wood sheathing directly applied or 4-0-2 oc purlins. Except 1 Row at mitlpt 8-21 RIgItl celling directly applied or 6-0-0 oc bracing. 1 Brace at Jt(s): 7, 8, 19, 17, 14 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation guide. O�O0�PS�A 11, I 3938 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=141t; 13=52fh, L=34Fh eave=6ft; Cat. 1; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 ; O. ATE ��� 3) Provide adequate drainage to prevent water pending. 4) All plates are 2x3 MT20 unless otherwise indicated. 01 4 is< p R liO 5 This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with an other live loads. ♦ •.. 6) fit between truss the bet omdeschord and any live to d of 20. sPsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will �'.5 /p N A� ��� .�`% 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3571b uplift at joint 2, 1183 Its uplift at jolnf 27, 1480lb uplift at joint 26 and 643111 uplift at Joint 22. 8) "Semi -rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. 9) Graphical puffin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. T Scale FL Cert. 6634 January 29,2015 A WARNING-Verl/y design parameters and READ NOTES ON MIS AND INGLUOEO MREK BEFEgANOE FACE MII-]4]3 rev. OT/1611015 BEFORE USE. ■■■ Design valid far use only with Mnek connectors. IDls design hbased only upon parameters shown, and Is for an NtllNtlual bulloLlg component. �� ApplcabOiN of design pars ameteand propel omo Incrailon of component b responslblllN of buIIONg designer -not truss designer. &acing thrown Is for lateral supped oflntlMtluai web membersoNy. Addltbnal temporary bracing to lreure sfabHlN during consinlclbn is the resporvddlllN of the V ITBk• erector. Atltllllorwl permanent Macing of the overall structure Is the resporv5blliN of the Wllding designer. For general guidance regarding faMicallon, quality control, storage, delivery. erection and bracing, consult AN81/IPI I Quality Criteria, 068-89 and BCaI Building Component I I 6904 Parke East BNd. aarery Information avaAable Uom truss Plate Ircftliute. 781 N. Lee Street, Suite 312. Alexrntld¢ VA 22314. Tartpe, FL 33610 Job Truss Truss Type Dty Ply 62' Grand Carton 111 with po ch T6]9]418 M11323 GRA HIP 1 1 Job Reference o lional Chambers Tmss Inc., Fort Pierce FI. M982 7.35D s Sop 272012 MiTek Industries, Inc. I he Jan 29 14.44:02 2015 P8902 ID-etClcxC3aW?huls?ypJyuFUK-aMW IXxLg5nl8QOgZSBODCVbadN%tllgRzs63VEzgU?x NOTES 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 967 lb down and 461 lb up at 26-0-0, and 9671It down and 461 Ib up at e-0-0 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (R). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3= 44, 21-23= 44, 2-29=-20, 24-29=-47(11`=-27), 22-24=-20, 3-11— 103(F=-59), 11-21=-103(F=-59) Concentrated Loads (lb) Vert: 29=-555(F)24=-555(F) ®WARNING- Verify design Parameters and READ NOTES ON THIS AND INCLUDED MN'EK REFERANCE PAGE MII-]4)3 rev. OY1620166EFORE USE. ■ Design valid for use only with Mgek connectors. this design is besed only upon parameters shown. and is for an Individual building component. Applicability of design paameters and proper Incomorotlon of component Is responslblllly of building designer - not men, designer. &acBq shown Is for lateral support of Individual web members only. Addlilorwl temporary bracing to Insure stabilly during construction is me responslbllry, of the Welk'erector. Addltlond permanent bracing of file overall structure Is the responstrIllry, of the biAldig designer. For general guldance regarding fabrication. quality control, storage, delivery, erection and bracing, consult ANSI]IPII Quality Criteria, DSB-89 and BC51 Building Component 6904 Parke East 6hd. safety Information avaDable from dness Plate Institute. 781 N. Lee Street, Suite 312. AlexardrkL VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Fly 62' Grand Codes III with porch T679)418 M11323 GRB HIP 1 1 Job Reference (optional) Chambers Tmss Inc., Fed Pierce FI. 34982 7.350 s Sep 27 2012 MiTek Industnes, Inc. Thu Jan Re 14:44:02 2015 Page 1 ID:SrRaEyyrg04M78G4raWBLWyuFUJ-aMWIXxLg6nt8QOgZSBODCYbll_NdblI4Rzs63VEzgU?x 1-0-0 8-D-0 14-2-6 20-0-0 -0 26-0-0 34-0-0 35-0 �1-0-0 8-0-0 6-26 8-1-10 11, 8-0-0 1-0-0 b q 6x10 4.00 12 3x8 = 4r6 = See = Sx6 = Scale = 1:60.1 3x8 = 14 1 1^' — 3.6 11 LOADING(psf) SPACING 2-0-0 TOLL 20.0 Plates Increase 1.25 TCDL 7.0 Lumber Increase 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBG2010/TP12007 5x6 WB= 3x4= axis = 3x6 = 6x8 = CSI DEFL in (too) Wall Ud TC 0.93 Vert(LL) 0.20 15 >999 360 BC 0.62 Ven(TL) -0.35 13-15 >685 240 WB 0.97 Horz(TL) 0.08 12 n/a rVa (Matrix) PLATES GRIP MT20 244/190 Weight: 1501b FT = 0 JI2 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 4-8-9 oc bracing. WEBS 2x4 SP No.3'Except' WEBS 1 Row at mldpt 3-13 6-12; 2x6 SP No.2, 6-10: 2x4 SP M 30 2 Rows at 1/3 pis 4-12 OTHERS 2x4 SP No.3 MiTek recommends that Stabllizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1130/0-8-0 (min. 0-1-12), 12=3419/0-8-0 (min. 0-5-7), 8=446/0-8-0 (min. 0-1-8) Max Horz2— 77(LC 6) Max UpI1ft2=-898(LC 8), 12=-2520(LC 8), 8=394(LC 8) Max Grav2=1458(LC 13), 12=4630(LC 15), 8=538(LC 20) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 gb) or less except when shown. TOP CHORD 2-3=-3668/1938, 3-16=-1984/1203, 4-16=-1984/1203, 4-5=-1121/2302, 5-6=-1121/2302, 6-17= 778/440, 7-17— 779/440, 7-8=-882/416 BOT CHORD 2-15=-1715/3467, 14-15=-1737/3533, 13-14=-1737/3533, 12-13=-1022/2028, 11-12= 2284/1302,10-11=-2284/1302,8-10=-293/781 WEBS 3-15=-408/1222,3-13=-16421779,4-13=-203/929,4-12=-4684/2540, 6-12=-2440/1562, ,11111111//,,1, 6-10=-1739/3381,7-10=339/365 `,•A PS•A NOTES Unbalanced roof five loads have been considered for this design. �,r�'�y)ENS ••• 9 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14f; B=52fh L=34fl; eave=6ft; Cat. 11; 3938 Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide WI; fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8981b uplift at joint 2, 2520 lb uplift at jolnt'� - AT E 12 and 3941b uplift al joint e. 00 •�' 7) "Semi -rigid pitchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. �i�T� •�( 0 R OD- 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 967 lb down and 461 lb up at , ss '• ,�� 2 -0-0, res967 ponsibility of and 111 down and 461 lb up at 8-0-0 on bottom chord. The design/selection of such connection device($) is the �I,�D N A� 1��` ers. r1111111 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 FL Cert' 6634 January 29,2015 ® WARNING. VerllVdeslgn paremerers and READ NOTES ON THISAND INCLUDED MITEKREFERANCEPAGEMIIJ4)3 rov. O2l MOMS REFOREUSE Design vdkl for use oNyWOh MBek connectors. This design is bored only upon paramelemshown, and Is for an IndNdual building component. App icablllty of design parameters and proper hoogwrallon of comporent Is responseilly of building designer - not hsrss designer. Bracing shown Is for lateral support of Individual Web members only. Addlllorlai temporary bracing to Insure stablllly, during construction is the responslbillity of the MiTek' erector. Addliloml permanent bracing of the overall slnlclum Is the m000nsiblllfy of the building designer. For general guidance regarding fohdcaffin, quality control. storage, delivery, erection antl bracing. consult ANSI/TPI I Quality Cdleria, D51349 and BC51 Building Component 6904 Parke East Blvd, Safety Information avallabie from Truss Rafe Inslltute, 781 N. We Street Su fe 312, Alexandria. VA MI4. Tempe, FL 33610 Job Truss Truss Type Qty Ply 62' Grand Cohen III with porch T6]9]419 M11323 GRa HIP 1 Y Job Reference (optional) Chambers Truss Inc., Fort Pierce R. 34962 LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-44, 3-7=-107(F=-63), 7-9=-44, 2-15=-20, 10-15=-49(F=-29), 8-10=20 Concentrated Loads (lb) Vert: 15=-555(F) 10= 555(F) 7.350 s Sep 27 2012 MRek Industries, Inc. Thu Jan 2914:44'V2 2015 Page 2 ID:SrRaEyyrg04M78G4raWBLWyuFUJ.aMW MLg5nl8QOgZSBODC1btLNdbll4Rzs63VEzgU4x A WARNING-Ver)fydeslgn Roirs.lere end BEAD NOTES ON THIS AND INCLUDED MITEKHEFEHANCE PAGE MIF7473 rev. =M016 BEFORE USE Design valid for use only wllh Mask connectors. lhfs design is based only upon parameters shown, and is for an lndMdnral buldlog component. Approgi of design paromelers and proper Incorporation of componenl is responslbllity, of building designer -not muss designer. Brmirg stgwn Is for lateral support of Indhidual web members only. Additional temporary bracing to Insure stardIty donna consmuctlon Is the respons icilllty of the MiTek' erector. Addillonal permanent bractra of the overall structure Is the responsibility of the bulid rig dedrInec For general gWdance regarding fabdcatlon.gwllycontrol, storage, delivery, erectioncorl bracing, consult ANSIIIPH Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East BNd. Safety Information available from Than Plate Institute, 781 N. Lee Street, Suite 312. Alexandria, VA M14. Tampa, FL 33610 b Truss Tnuss Type Oty Ply 62'Grand Carhop 111 with porch T6]9]420 M11323 J2 r MONOTRUSS B 1 Job Reference (optional) CharMers l russ Inc., Fad Pierce H. 34992 Cow s aepzr zm 2mnex maunnes, ma. nu van en r e.4:e,s ear a rues I D:xt?zSlzTb1CD[IrGPHI OukyuFU42Z4glHMls5t?2901?vXSlm83Kn5W U_PbOW ml hzgU?w -0-0 200 Refer to MTek"TOE-NNL" Detall for connection to p Scale =1:7.9 supporting carrier truss(typ ell applicable jacks on this job) 3 'I 4.00 F172 3x4 = 240 LOADING (psi) SPACING 2-0-0 CS! DEFL in (roc) Wait L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.12 Vert(LL) -0.00 2 >999 360 MT20 2441190 TCDL 7.0 Lumber Increase 1.25 BC 0.07 Vert(TL) -0.00 2-4 >999 240 BCLL 0.0 ' Rep Stress [nor YES W B 0.00 HOIz(TL) -0.00 3 n/a rVa BCDL 10.0 Code FBC2010/TP12007 (Matdx) Weight: 8 lb FT=0 LUMBER BRACING TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek.recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 2=122/0-8-0 (min. 0-1-8), 4=19/Mechanical, 3=29/Mechanical Max Herz 2=66(LC 8) Max Uplift2_ 143(LC 8), 3=-29(LC 5) Max Grav2=145(LC 2), 4=38(LC 3), 3=39(LC 13) FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.OpsQ h=14fb, B=52ft1 L=34f1; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. �►1111 t liry 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 143111 uplift at ♦,,PS A q �, , ♦ , Joint 2 and 29 lb uplift at joint3. ♦♦ �i, ♦ �A B 6) "Semi -rigid pltchbreaks Including heels" Member end fixity model was used in the analysis and design of this ,.... truss. ♦♦ � E _ i, LOAD CASE(S) Standard ` 3938 i :. ATEOR ��Ca�♦ ,ONA FL Cert. 6634 January 29,2015 QWARNING- Verifydeslgn parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE 111I1-7479 rev. OWETafS BEFORE USE. ■t Design Valid for use only wish MTek connectors. This design Is based only upon parameters shown. and Is for an IndMdual bantling component. � Applk:abBlty of design parameters and proper h COpOlallan of component Is Mapons brity of bdidloc designer - not truss destgner. &acing shown Is for lateral support of lndNklual web members arty. Addlllorwl temporary bracing to lnwre stability during construction is the responsibility of the MTek' erector. Additional permanent bracing of the overall simcture Is the responslblllty W of the bmng designer. Forgeneral guidance rego citng tabtication quality control, storage, delNery. erection and bracing. consult ANSI/TPI I Quality Citedo, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Salary Warrenton avaRobIO from buss Rate Institute, 781 N. We Street Suite 312 Alesendit VA 223M. Tampa, FL 33610 Job Truss Truss Type ty Ply 62' Grand Carlton 111 with porch T67W421 M11323 J4 MONO TRUSS 8 1 .lob Reference (optional) chambers Truss Inc., Fort Pler09 H. 34832 3x4 = Scale = 1:11.2 LOADING(psf) SPACING 2-0-0 CS! DEFL in (too) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.26 Vert(LL) -0.01 2-4 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.26 Vett(TL) -0.03 2-4 >999 240 BCLL 0.0 • Rep Stress Incr YES W B 0.00 Horz(TL) -0.00 3 n/a Na BCDL 10.0 Code FB02010frPI2007 (Matrix) Weight: 14 lb FT=O% LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS (lb/size) 3=69/Mechanical, 2=18510.8-0 (min. 0-1-8), 4=36/Mechanical Max Hcrz2=103(LC 8) Max Uplift3=-82(LC 8), 2=-188(LC 8) Max Grav3=87(1_0 13), 2=219(LC 2), 4=73(LC 3) FORCES (Ib) - Max.. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. BRACING TOP CHORD Structural wood sheathing directly applied or4.0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation quide. NOTES 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf, h=14ft; B=52fl; L=34f; eave=69; 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 tar a 10.0 lost 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. 11►11111/1 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 82 Ib uplift at joint 3 and 188 Ib 0 uplift at joint `p S A. 2. 6) "Semi -rigid pilchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.Q.• • C E N c LOAD CASE(S) Standard 3938 �.0. ATE 00 FL Cert- 6634 January 29,2015 Q WARNING - Verily designparameters and READ NOTES ON THIS AND INCLUOEOM?EKBEFERANCEPAGEMIF74Tlrev. 0216i20159EFORE USE. ■■■ Design valid for ace onlywith MBek connectors. TW design is based only upon paramefersshown. and is for an lndlvidwl building component. Appltabffty of design parameters and proper Incorporation of component Is responsidllty of building designer - not truss designer. Bracing sl own Is for lateral suppod of Individual web members only. Additional temporary bracing to livers slabOlty duing conshuclan Is the responsbility of the iviiTek' erector. Mcffilonal permanent bracing of the overall structure Is the responsibility of the bug lltlhrdesigner. For general guldi nce regarding fobdcallom quality control, storage, delivery, erection and bracing, consult AN51/TPI I Quality Criteria, DS11-89 and BCSI Building Component 004 Parke East Blvd. salary Information available from Truss Hate Institute, 781 N. Lee sheet. Suite 312. Alexandria, VA MI4. Tanga. FL 33610 Job Truss Truss Type Dry Ply 62' Gmed Coition 111 with porch T6]9]422 M11323 J6 MONO TRUSS e 1 Job Reference o tionel Chambers Trues Inc., FOA Piece FI. 34982 3x4 = PzyuFUG. le3ydN dP?sfJ 2hHzg fBl9 - Z7z I D:tP6jtz j7xSz_c_iXi4uz9yuFUG-W Ie3ydNwdP?sfJzxZc2hHzg3fB19DRfkGAbAZ7zgU7v 6-04 6-0 0 Scale=1:14.5 LOADING(psf) SPACING 2-0-0 CS] DEFL in (too) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.79 Vert(-L) -0.06 2-4 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 80 0.68 Vert(TL) -0.16 2-4 >418 240 BCLL 0.0 " Rep Stress Iner YES W B 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2010/rP12007 (Matrix) Weight: 20lb FT=O% LUMBER TOP CHORD 2x4 SP No.3 SOT CHORD 2x4 SP No.3 REACTIONS (lb/size) 3=117/Mechanical, 2=246/0-8-0 (min.0-1-8), 4=56/Mechanical Max Horz 2=141(LC 8) Max Upilft3=144(LC 8). 2=-218(LC 8) Max Grav3=144(LC 13), 2=289(LC 2), 4=113(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 6-0-0 oc pudins. 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 uide. NOTES 1) Wind: ASCE 7-10; Vu11=165mph (3-second gust) Vasd=128mph; TCOL=4.2psh, BCDL=3.Opsf; h=14fC 3=52f ; L=34ft-, 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 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 girders) for truss to truss connections. �%111111111 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 144 Ib uplift at joint 3 and 218lb uplift at ,,�r,�Ps A A joint 2. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this mass. ,�� p C ENS,`. 3938( ATE u/ `,1:1 LOAD CASE(S) Standard FL Cert. 6634 January 29,2015 ®WARNING-vard deft, parameters and READ NOTES ON TNISAND INCLUDED MmEKREFERANCE PAGE MII-7473 my, MWOIS BEFORE USE ■ Design valid for use only with Mllek connectors. TN. design 6 based only upon palamefemshown, and Is for an IndiddUel bonding component. AppllcaMlN of design porameters and proper Incoq a,011cn of component h respons Mily of WiltlVq designer- not fens designer. Bracing shown Is for lateral sapped ormilAdual web members only. Additional temporary bracing tolnsure stablity duringconstnotlonis the responAb011lyoffhe MiTek' erecter. Addllloral permanent broth, of the overall stmehne Is the respon9bllily of fix, building designer. Forgeneral guidance reganding fabrication. quality control, storage, delNery, erection and bracing, consort ANSIRPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parka East Blvd. sorely Information avauable from Truss Rafe Inellum, 781 N. Lee Sheet. Sulte 31Z Alexandnla, VA M14. Tamps. FL 33610 Jab Truss Truss Type Oty Ply 62'Grand Carlton 111 mh porch T6]8]423 M11323 JB MONO TRUSS 20 1 Job Reference (optional) Chorale. Truss Jac., Fort Name FI. 34902 3x4 = I."3u 5 as... .... .... R ...a...es. Ills. n "ye , ID:tP6jtzj7xSx_c_fxi4uzgyuFUG-W Ie3ydNwdP7sfJzxZc2hHzg61606DRfkOAbAZ7zgU7v 8-0-0 8-0-0 Scale=1:17.7 8-0-0 LOADING(psf) SPACING 2-0.0 CSf DEFL In (roc) Well Vd PLATES GRIP TGLL 20.0 Plates Increase 1.25 TC 0.51 Vert(LL) -0.15 2-4 >613 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.30 Vert(TL) -0.37 2-4 >245 240 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2010lrP12007 (Matrix) Weight: 261b FT=O% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 31 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 aulde. REACTIONS (ID/size) 3=163/Mechanical, 2=308/0-8-0 (min. 0-1-8), 4=76/Mechanical Max Horz2=179(LG 8) Max Uplilt3=-203(LC 8), 2=.250(LC 8) Max Grav3=200(LG 2), 2=360(LC 2), 4=153(LC 3) FORCES (Ib) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsh h=14ft; B=52ft; L=34ft; eave=611; 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 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tail by 2-0-0 wide will [it between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. ,��II111/Il 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 203 lb uplift at Joint 3 and 250 lb uplift at `% It joint 2. 6) -Semi-rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. `% �\V`.; C•E N Q 3938 LOAD CASE(S) Standard FL Cert. 6634 January 29,2015 ®WARNING- Varllydes7gn paremeters and READ NOTES ON TNISAND INCLUDED UMEKREFERANCE PAGE 1,1II-7473 rev. OWSx!016 BEFOREUSE. ■ Design valM for use onlywlth Mlfek connectors. TNsdesign Is based only upon parameters shown. and Is for an Individual building component ��• Applicability of design Dommeters and proper Incorporator, ofcomponent is responablllty of building designer- not truss designer. SIacing shown ��Y■ Is for lateral support oflndlvidual web members only. Additional temporary bracing lofnsure stabllltydMhgconshuctlonisfhetespon Milfy of the MiTek' erector. Additional permanent bracing of Ina overall structure Is Iho resporrdblllty of the building designer. For general gWdmlce regarding fabrication, quality control, storage, delivery, erection and bracing. consult ANSIAPI I Quality Criteria, DS8-89 and SCSI Building Component 6904 Parke East Blvd. Solely Information waloble from Truss Rate IrsslIVe. 781 N. Lee Sheet Suite 31Z Alexandra, VA22314. Tanga, FL 33610 job Truss Truss Type Oly Ply 62'Grand Carron 111 with porch T6]g]d24 M11323 KJ8 MONOTRUSS d 1 Job Reference o tional Chambers Truss Ind., Fog Pierce Fl. MIN! /.' . soe, G'LanMII.a raYsmas. rr.. .]I," ti en, ID:Lcg54J?LuEancmZr40b7WMyuFUF-_xBRAzOZOi7jHTY67JZwgBDMBakByo?ufgKj6ZzgU7u Scale = 1:20.8 3x4 = 3x4 = 73.4 13-11-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in (too) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 125 TC 0.29 Vert(LL) -0.06 2-7 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.31 Vert(TL) -0.15 2-7 >850 240 BCLL 0.0 • Rep Stress Incr NO W B 0.44 Horz(TL) 0.02 6 n1a Na BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight: 441b FT=O% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 as puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 9-0-11 oc bracing. WEBS 2x4 SP No.3 Mi7ek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 4=164/Mechanical, 2=411/0-11-5 (min. 0-1-8), 6=499/Mechanical Max Horz2=244(LC 8) Max Upllft4=-204(LC 8). 2=-325(LC 8), 6=-278(LC 8) Max Grav4=243(LC 13), 2=480(LC 2), 6=587(LC 13) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3= 1117/488 BOT CHORD 2-7=656/1112, 6-7=-656/1112 WEBS 3-7=0/336, 3-6=1221/721 NOTES 1) Wind: ASIDE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psh BCDL=3.Opsf; h=141h, B=52fh L=34ft; 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 Is not designed to support a calling and Is not Intended for use where aesthetics are a consideration. `"11111111r,, 10.0 t bottom chord rent with other ve loads. 4) TThis muse has been dhis truss has been esigned foned for ur a live load ad of 20.0psf on l the bottom chord ve load rin all areas where airectangle 3-6-0 tall by 2-0-0 wide will ,%%`% PS A• q�''�., fit between the bottom chord and any other members. �� Q� • • • • e �i 5) Refer to girder(s) for Imss to truss connections. ♦♦ .� •.•�,\G E S'•.•�'9�/�� 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2041b uplift at joint 4, 3251b Upliftat joint 2` and 2781b uplift at joint 6. 39380 7) "Semi -rigid pitchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. 8) In the LOAD GASE(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 = O.• ATE Uniform Loads (pif) T Trapezo dartLoatls (pit) �(CSO R 1 O(?\?�♦ Vert: 8=0(F=22, B=22)-O-4=-124(F= 40, B= 40), 2=-2(F=9, B=9)-10-5=-56(F=-18, B_ 18) FL Cert. 6634 January 29,2015 Q WARNING. Verilydeslgo Rninsalcrs end READ NOTES ON ]NISAND INCLUDEDMREKBEFEBANCEPAGEMII.7473rov. 0Y162016 BEFORE USE. Deslgnvalkf for use onlywii MBek connectors. iNedeslgn bbaradonlyuponparametersshownmtlis for an NdMdual bufldW component. ApWk.Mity of design parameters and proper Incorporation of component Is responsibility of bantling designer - not truss designer, Bracing shown Is for lateral pororl of Indivklual web members orgy. Ada llional temporary bracing to Insure stablllty during construction K the responsibility of the MiTek• erector. Addltlth onal permanent bracing of the overall structure Is e resporabillty of the bul ding designer, for general gutdance regardhg fabrication. quallty control, storage, delivery, erection and bracing. consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6004 Parke East Blvd. Safety Information avafable from Trig Rate InAtute, 781 N. Lee Sheet, Suite 312. Alexandre, VA 22314. Tempe, FL 3W1 D Symbols PLATE LOCATION AND ORIENTATION -111 3/4 Center plate on joint unless x, y offsets are Indicated. Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. For 4 x 2 orientation, locate plates 0-'hd' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION BEARING Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses, Numbering System 6_4_8 1 dimensions shown t ftscale) sixteenths ItII (Drawings not to scale) 2 3 TOP CHORDS 0 Of O U U a O JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 © 2012 MiTekO All Rights Reserved rum W1 a MiTeka 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 orX-bracing. is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, Individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on Inadequately braced trusses. 4. Provide copies of this truss design to the building designer. erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane atjoint 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 M at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10, Camber is a nonstructural consideration and is the responsibility of truss fabricator. General practice Is to camber for dead load defection. 11. Plate type, sae, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and sae, and In at 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 a110 ft. spacing. or less, if no ceiling Is installed. unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut a alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or heated 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/[PI 1 Quality Criteria, ON: DESCRIPTION: BEING ALL 34 SILVER OAK DRIVE, OF THE UNRECORDED PLAT OF SPANISH LAKES PHASE 1, OF ST. LUCIE COUNTY FLORIDA. ABBREVIATIONS: FFE = FINISHED FLOOR ELEVATION R/W = RIGHT-OF-WAY R = RADIUS OF CURVE L = LENGTH OF CURVE SF = SQUARE FOOT A = DELTA OF CURVE SURVEYORS NOTES: 1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE SHOWN HEREON. 2. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE o LOCATED UNLESS OTHERWISE SHOWN. 3. THIS SITE LIES WITHIN FLOOD ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111CO203 J, EFFECTIVE DATE FEBRUARY 16, 2012. 4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD cy ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. 0 5. BEARINGS SHOWN HEREON ARE REFERANCED TO THE CENTERLINE OF SILVER OAK DRIVE HAVING AN ASSUMED BEARING OF NORTHEAST, ACCORDING TO THE UNRECORDED PLAT OF SPANISH LAKES PHASE 1, OF ST. LUCIE COUNTY, 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. EXISTING PERMIT #: /SO & - D S3 $ St. i tr'la Co. D24� bV,i SITE BENCHMARK IED�18.95 A LEV,MN n PZ P;Lj+� 0 a 8 4.04' 1 {{1 ez' AVERAGE TOP c EO002. Y ^ OF FORMS Q < I 49.85' 10.91' ELEVATION=19.40 2.45' ABOVE EDGE O a m OF PAVEMENT 10.00' 61.99, J N usG 6p-6' yce EXISTING 1"=30, ALEXANDER J. PIAZZA PSME INC.IWYNNEIED BUILDING CORPORATION 12-11-15 Surveying " Mapping " Consulting 619 SW Biltmore Street : `' AWN: CJM Port St. Lucie, Florida 34983 IB NO.: 7�FLBIII172110 Phone: (772) 340-7770 15-2262 Fax: (772) 340-2250 ALEXANOX J. PIAZ717 Professional Surveyor & Mapper Florida Certificate No.:, 6330 K:\BUILDERS\DWG2015\15-2262.dwg, 12/11/2015 2:29:11 PM