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r- �i ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: ���,°1�45 Permit Number: IrJO�'05�� RECEIVED JUN'2 6 2015 S CANNED Building Permit Application St LUce Planning and Development Services bounty Building and Code Regulation Division 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential X PERMIT APPLICATION FOR: Building PROPOSED IMPROVEMENT LOCATION: Address: 34 CALLE DE LAGOS Legal Description: EAST 1/2 OF SECTION 1, TOWNSHIP 34s, RANGE 39e Property Tax ID #: 1301-111-0001-000-5 Site Plan Name: COUNTRY CLUB VILLAGE Project Name: Setbacks Front 31' Back: 39' Right Side: 17'6" LeftSide: 12'6" Lot No. 34 Block No. DETAILED DESCRIPTION OF WORK: III MOBILE HOME REPLACEMENT: SINGLE FAMILY RESIDENCE - 2 BEDROOM / 2 BATH / ENCLOSED SITTING ROOM / GARAGE I CONSTRUCTION INFORMATION: III t+uumonai worK Lo ❑e errorrneu unaer mis perms— cnecK au apply: ❑✓ HVAC 0 Gas Tank Gas Piping _ Shutters Z Windows/Doors L Z✓Electric ❑✓_Plumbing [:]Sprinklers Generator ZRoof Total Sq. Ft of Construction: 2,108 S Ft. of First Floor: 2,108 Cost of Construction: $ 58,000 Utilities Sewer Septic Building Height: OWNER/LESSEE: CONTRACTOR: Name WYNNE BUILDING CORPORATION Name: MATTHEW LYLE WYNNE Address: 8000 SOUTH US HWY. 1 SUITE 402 Company: WYNNE DEVELOPMENT CORPORATION City: PORT ST. LUCIE State: FL Zip Code: 34952 Fax: (772) 878-7656 Phone No. (772) 878-5513 Address: 8000 SOUTH US HWY. 1 SUITE 402 City: PORT ST. LUCIE State: FL Zip Code: 34952 Fax: (772) 878-7656 Phone No. (772) 878-5513 E-Mail: Fill in fee simple Title Holder on next page (if different from the Owner listed above) E-Mail: State or County License: 8898 If value of construction is $2500 or more, a RECORDED Notice of Commencement is required. lcC- IIAL J6 SZZ7. y66/ SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION: DESIGNER/ENGINEER: _ Not Applicable Name: BRADEN B BRADEN MORTGAGE COMPANY: x Not Applicable Name: Address: 417 COCONUT AVE. Address: City: STUART State: e- Zip: 34996 Phone: (772)287-8268 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 Count makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in con lict with any applicable Home Owners Association rules, bylaws or and covenants that may res rict 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, perfor�the work in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt fr m undergoing a full concurrency review: room accessory structures, swimming pools, fences, walls, s' ns, screen rooms and accessory uses to another WARNING TO OWNER: Your failure to Recpfd a Notice of Commencement may result in yc improvements to your property. A Not06 of Commencement must be recorded and p before the first inspectloof you intp4d to obtain financing, consult with Ider or a comment work oOre&rdine v r Notice of Commencement. /A STATE OF FLOR DA STAT£-OF FL COUNTY OF VT- kuca- COUNTYOF !nnai use ying twice for on the jobsite ley before The forgoing instrument was acknowledged before me The forgoing instrument was acknowledged before me this day of l } PR t c 20 14 ,b this day of �'PR l L 20—Sby M�4zn�i 1 �Ycg � J yAfr' EF !/nA77WCW LYGE I/U-/ "Jk- (Name of person acknowledging ) (Name of person acknowledging ) 10 )b A Wes+-. (?1,11� 1&" ''.— lA—" a, 13c--"-� (Signature of Note ublic-State of Florida) (Signature of Notary blic- State of Florida ) Personally Known ul-�' OR Produced Identification Personally Known Type of Identification Produced Type of Identiflcal OBASKIN+°• -`�` Notary Publ��'coc��-,,SII ate of Florida Commission No.F49;ZZ'ota'roy'01�lWtate Commission No. _ • ' ' •'- ly Comm. C� - Byte F 2016 of Florlda - Nly Cmm. Expires Oct 2, 2016 ' rEO op Commission # FF 015226 Revised Bonded Through National Notary Assn. REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE INITIALS RECEIVED jUN 2 6 2015 Ec St. Lucie County Building& Zoning 2300 Virginia Ave F`oa`o Fort Pierce, FL 34982 BUILDING PERMIT SUB -CONTRACTOR SUMMARY. Wynne Building Corporation will be using the following sub-contractorsfor'the (Company/Individual N2 2me)) `` n project located at (Street address or Property Tax ID It is understood that if there is any change of status regarding the participation of any of the sub -contractors listed below, I will immediately advise the Building and Zoning Department of St. Lucie County. Trade Name of Company/Contractor St. Lucie County/ State of Florida License Number Electrical S & W Electric, Inc. 2045 ER0009416 Plumbing Lindquist Plumbing & Supply Co. 19150 CFC057672 IIVAC/ Comfort Control of St. Lucie 8288 Mechanical CAc024379 Rooting Treasure Coast Roofing, LLC 19496 RC29027087. Gas PERMIT I ISSUE DATE: NUMBER: 11/19/2014 10:28 7728787656 WYNNE BUILDING CORP- PAGE 03/03 .REC€I'.7D JUN 2 6 2015 PERMIT# ISSUE DATE PLANNA�TG & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMRNT St. Lucie County Contractor Certification Number: 204 S State of Florida Certification Number (if aMirable): ER00094115 S&W Electric have agreed to be the (Company Namellndividual Name) r:lactrjcaI Sub-commctor for Wynne Development Corp. (Type of Trade), (Primary Contractor) For the project located It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by filing a Change of Sub•cbntractor notice. (Form: SLCCDv (No. 004-00) 131USINESS QUALIFIER (Name ofthelndividual shown onthc Contractor's License) NOTARIZED SIGNATURES ARE REQUIRED Business Name: S&W Electric Address: 501 W. Coker Rd. City/State/Zip: Fort Pierce, FL. 34945 Phone: (772) 464-6469 email: Lawrence Stubbs��\�� SIGNATURE PRINT NAME DATE STATE OF FLORIDA, COUNTY OF THE FOREGOING INSTRU ENT WAS SIGNED BEFORE ME THIS',)� DAY OF .20 � � 16X MII�ICYi�P V �( WHO IS PERSONALLY NNOWNAy ORAAS PRODUCED SLCPDS: IV162013 AS IDENTIFICATION. (STAMP) 8tiv;:{ LAURA R CUBBEDGE A `L ssion # EE 209915 kOctober21.2016 WTm/Faln4ge BWQS-7019 04/15/2015 10:55 7726787656 - WYNNE BUILDING CURF PAGE 02/02 i RECER"T JUN 2 6 2015 PERMIT It ISSUE DATE PLANNING & DEVELOPMENT SERVICES } Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 2 C qD 1 State of Florida Certification Number (if epplicabic): CFC1428458 T.indapist Plumbing have agreed to be the (Compeny Name/Individual Name) Plumbing Sub-contractorforWynne Development Corp_ (Type of Trade) (Primary Contractor) For the project located at Cq\�VQ Strect Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by filing a Change of Sub -contractor notice. (Form: SLCCDV (No. 004-00) BUSINESS QUALYMR (Name of the Individual sbown on the Contractor's License) NOTARIZEID SICN.ATUR ES AItE REQUME)D BusioessName: Lindquist Plumbing Address: 3185 Sneed Rd. Airy/StatdZip: port, v;ox:s , gT. 14R4S Phone: (772) 4F;1_196q email: Wade Carp,' SIGNATURE PRINT NAME DATE STATE OF FLORIDA, COUNTY OF S1 - !cot C er THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS, �3 DAY OF A110R t c. 20 f J BY iN /41ie - C�'SE WHO IS PERSONALLY KNOWN OR HAS PRODUCED AS IDENTIFICATION. y6As ICI.^ (STAMP) SIGNATURE Co NOTARY PUBLIC PRINT NAME OF NOTARY PUBLIC SLCPDS: 12/16/2013 �n DORO THY ANN 6ASKIN �°c Notary Public -Slate of Florida My Comm. Expires Oct 2, 2016 Commission # FF 015226 "%%�„:°`• Bonded Through National Notary Assn. e WYNNE 1UILDING CORP e RECEI". "D AN 2 6 2015 PAGE 02/02 LI PERMIT# I I ISSUE DATE PLANMNG & DEVELOPMENT SLRVIC, dim •. Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number State ofFlorida Certification Number (rf applicable): CACo24379 Control of St. Lucie County, Inc. Name) have agreed to be the air conditioning Sub -contractor for Wynne Development Corp. (Type of Trade) (Primary Contractor) For the project located at Street Address or Properly 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. Luc ic 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 REQU%,RED Business Name: Comfort Control of St. Lucie County, Inc. Address: 15nl RiltmnrA Rt- City/State/Zip: Port St. 'Lucie. FL. 34983 Phone: _ f 72-n— email' PRINT NAME DATE OF THE FOREGOING (INSTRUMENT WAS SIGNED BEFORE ME THIS r 22 DAY OF BY V UL1YVtyy�e(YY\0.Y1 WHO IS PERSONA PR DUCED SIGNATUR F NOTARY PUBLIC SLCPDS: 12/16/2013 AS IDENTIFICATION. Ira PRINT NAM OF NOTARY PUBLIC _pv1� 20\S KNOWN OR HAS (STAMP) Notary Public state of Florida Tracey R Mascola My Commission EE 193340 Expires o4a&2016 04/15/2e15 10:53 7r287811_ WYNNE BUILDING PAGE 02/02 RECER'D JUN 2 6 7.0B PERMIT# ISSUe- DATE PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SUBCONTRACTOR AGREEMENT St. Lucie County Contractor Certification N imber: t a d a F State of Florida Certification Number afepplic,ble). 7 Treasure Coast Roofing- LLG have agreed to be the (Company Namellndividual Nama)� Rdof rA Sub-contractorforWynne Development Corp (Type of Trede) (Pxim uy Contactor) For the project located at wrolecr btreet Atldress or property Tax ID f!) - __- 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 QUALEFIN;R (Name of the Individual shown an the Contractor's License) NOTARIZED SICNATTUBtES A BE R1EQU.Uk]M Business Name: Treace.-Ure Coast Roofing. LLC Address: J_ 6_ Ri L�m�ore Ste__ City/State/2ip: port at. Luc e. FL. 34U Phone: 772 343-0308 email: Brian Maloney SIGNATURE PRINT NAME _ DATE STATE OF FLORIDA, COUNTY OF J !! c le TIRE FOREGOING INSTRUMENT WAS SIGNED BEFORE NIE THIS a2lL DAY OF A -PR S t_ BY 6 9 1,4N_%1%04L0 trEy _WHO ISPERSONALLYKNOWN OR HAS PRODUCED AS IDENTIFICATION. - 0 N f+Sci,a (STANT) SIGNATURE O OTARY pUHLIC — PRINT NAME OF NOTARY PUBLIC SLCPDS: 12/16120I3 •,iPa9aGa,� DOROTHY ANN BASKIN Notary Public - State of Florida e My Comm. Expires Oct 2, 2016 Commission # FF 015226 Bonded Through National Notary Assn. RECEI" T JUN 2 6 7ATi ST. LUCIE COUNTY BUILDING & ZONING 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 772-462-1553 FILLED LANDS AFFIDAVIT 1, the undersigned, am the owner of the following described property:�jyC4��2���gJ #1301 111 n001 nnn S—Fact r of 4artinn 1 tnwnchi1_14 Range 39E, (Tax DJ/Legaddescnption/Address)lying N&W of Turnpike Feeder for which I have applied to St. Lucie County for a Final Development Permit. In accepting this Final Development Permit, BP Number , I ac 'owledge that as owner of the above described property, and in accordance with Section 7.0 .01(D), St. Lucie County Land Development Code, I shall be responsible for assuring ade uate drainage so that the immediate community WILL NOT be adversely affected. I er acknowledge that in granting this permit for the development of this property, St. Luc' County is neither obliged nor liable to provide*for, or maintain in any form, adequate drai age off my property which will not adversely affect the immediate community. ._a-te"-,.� T] a Wvnr a �.�' r, Property Owner Name ro e • Owne Signature Date STATE OF FLORIDA, COUNTY OF c t T n C i a o ACKNOWLEDGED BEFORE ME THIS 0�13 DAY OF e!q:R^«- •20%f BY M/j—/ 67,J CYGF IW Y.JW'WHO IS PERSONALLY KNOWN TOME OR WHO HAS PRODUCED AS IDENTIFICATION. ,�, , oe�rrcy J�N.� ✓�as,t.,.� SIGNATURE OF NOIWY TYPE OR PRINT NAME OF NOTARY (SEAL) NOTARY PUBLIC TITLE Ima ON NUMBER DOROTHY ANN BASKINi"i� ; Nolary Public •Slate of Florida , Nty Co:nm. Expires Oct 2, 2016oe Commission # FF 015226' Bonded Through National Notary Assn. jk) Planning & Development Services Building & Code Regulation Division 23pt1 Virginia Ave Fort Pierce, Fl. 34992 772-462-2172 Fax 772-462-6443 CERTIFICATE OF TERMITE TREATMENT CONSTRUCTION SOIL TREATMENT ADDRESS: 3 LI Ga o , Z:. l a5 o r Fn,rl PEST CONTROL CONTRA, PEST CONTROL LICENSE We, the undersigned, hereby certify that we have pretreated the above described Construction for subterranean termites in accordance ith the standards of the National Pest Control Assodation. -,/rs F Square feet if area treated:zsd/ v g� Chemicals used; Percentage of solution: t. �r'� Total gallons used: Ippa Date of Treatment: Time of Treatment: _Footing _ Id Treatment _Re -Treat Driveway I" Treatment _Re -Treat � Other I'�4-1 +s 11 Treatment _Re -Treat _Slab —le Treatment _Re -Treat Pools _1s Treatment _Re -Treat Perimeter for F tinnspection G Signature of Exterminator Nola. )hide must be a Completed form for each required treatment orre-treabnentand f & form mustbe on the jab site to be picked up by itte Inspector at time of each inspectlon or the scheduled iaspecdon will fall and a -re-Inspection fee Charged. FBC104.2.6 CertrHc2te of Protective Treabnehtforpievention oftemi t s. A weatherresistantjobsite posting board shall be ptovlded to receive duplicate Treatment Cerdf%ates as each required proterilue treatmentis completed, providing a copy for the person the permit is issued to and another copy for the building per files. The Treabnenl Certificate shall provide the product used, identity of the applicatorr time and date of the treatment, site location, area treated, chemical used, percent concentration and number ofgallons used, to estabilsh a valfiable record of protective treatment. If the soil chemical barriermetttod for termite pieventron rs used, final extedor treatment shall be completed prior to final building approval. St Lucie County requires for the final inspection for CO, a Permanent Sticker to be placed on the electrical panel box cover, listing all the treatments and dates of applications. Fierce. vlg51 TITAN CONCIaETE Materials for Life' grncrete 1 "Thank you - We appreciate your business" /Ol 2 / 6r f - rp O rZ L Ticket no. 4 C- GO��FORT PIERCE 4199 SELVITZ ROAD 282125 FT PIERCE. FL 34982 Delivery date Plant Truck Driver Truck size T e'ob 03.121/15 62B 12=IF WRIGHT, RAYMOND 6.50 Yp DRIVEWA Customer no. Customer na a Zone Tax CD �01D04535 I itODNEY HALL CONCRETE CONST I T5 Tarmac project no Customer P.O. no. Order no. Terms code Time due i. -IV)31 I j.-Charge delivered I 1.3C50 2-Charge F.O.B. 4C.O.DC.D.D -F.O.B. Delivery name and adlfudress COUNTY Lot Block CounTy 34 CALLE DE L.AGOS, FORT FIERCE f T I'1\/ M1I IT\i1 hill \'f+TllXl..v Instructions "' `" "" "' ""'- Slump 5.00 � �2 L / Quantity I IProdud -------��_--�_-� 1 U/M'�11Umtpace Load B. Cumulative. 611/1 Ordered 8. tjLI a Code 00 CAT' Description ldbRWE500 057 CY 8.50 10:364 MASTERFIDER M35 — . WO CY r . 1.00 BOW1,107 FUEL SURCHG LD 1.00 60u014 ENVIRON SURCHG LD '`' c, Cv �I Load Arrive job site Start discharge Finish discharge Leave job site Arrive plant 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. —fi Amt of CY Retained: Customer Approval: Customer Approval: Customer Approval: // I Customer Approval: Tested Tested properly No. ,Q (} Authorized and received by J ❑ Yes r No ❑Yes ❑ No 1' 4,iC� / 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: CEI VEp ,/AN.2 R 2 to Block: Address: Correct Not Correct r:l IRTCIMFR nn;l v TITAN FLORIDA LLC TERMS AND CONDITIONS OF SALE ; 1. All sales will be subject to these terns and conditions ("Contract") and, if buying on credit, to Buyer's credit agreement with Seller, incorporated herein by reference; all other terms, including any terns contained in Buyer's purchase order, are excluded unless agreed to by Seller in writing. Any changes must be in writing and signed by each party. This Contract will be construed in accordance with the laws of tile state of Florida. For all disputes relating to this Contract, Buyer hereby consents to thejurisdiction and venue of the state 6d federal courts for the location of the delivery site of the goods sold hereunder. 2. Payment terns: Net the last day of the month following the month of delivery, without deduction, retainage; set off or charge. backs. A cash discount of 1% IO' proximo may be deducted if no previous balances are past due. Interest a(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 allcosts of collection and litigation including, but not limited to, reasonable attorneys' fees. Seller reserves the right to require payments in advance or to cancel the unfilled portion of this Contract without notice in the event of Buyer default of any Contract provisions, or if the financial status of Buyer becomes impaired or deemed unsat- isfactory to Seller. Failure of Seller to exercise any of its rights will not be deemed a waiver of any such right. 3. Regular delivery hours are 7:00 a.m. - 5:00 p.m., Monday through Friday. An additional charge may be added for deliveries outside of these hours and for anywaiting/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 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 fines, Buyer assumes all liability for damage to vehicles, sidewalks, driveways, pipes, septic tanks, and/or otherproperty, 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 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 failto meet this limited warranty, within one year after delivery thereof. Seller will uphold its warranty obligations under Florida statute 718.203, as applicable. ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED, INCLUDING WITHOUT LIMITATION THE WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE, ARE HEREBY EXPRESSLY EXCLUDED. THE REMEDY SET FORTH IN THIS SECTION 8 WILL CONSTITUTE THE SOLE REMEDY OF BUYER UNDER THIS LIMITED WARRANTY. 9. Seller will not be responsible for slump, strength or quality of any concrete to which water or other material has been added by or on.behalf of Buyer.- _ Buyer will be responsible to see that the concrete is handled in accordance with best construction practices. Seller has no control over the placing or handling of concrete after unloading and does not guarantee the finished work in which it is used. Buyer will be responsible to prevent concrete after unloading front coming into contaccwith any material, such as aluminum, which may adversely impactconcrete 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 horns 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. 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 THIS CONTRACT 1.4. Notice. All notices to Seller will be sent in writing to the sales office: issuing the price quotation, with a copy to Credit Department, 455 Fairway Drive, Deerfield Beach, FL 33441. 15. Severability. The unenforceability of any provision of this Contract will not affect the enforceability of any other provision of this Contract, and each other provision of this 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 W W W.TITANAMERICA.COM. Rev'd 2-08 y '- 1 e 1 \� Ulu — cl� A Professional Insulators of South Florida 156G, 65a FTC basulation Installation Certificate To: St Lucie County Date: IMarch 1, 2016 Be.- I Lot/Block: Address: 34 cane De Lagos Project: Grand Carlton The undersigned herebv certifies that insulation has been installed in the above deferihed nrnnnrfv "f e..n..— 1. Estep"or CBS walls have been insulated with: Spray -on Cellulose - Thickness in inches: Fiberglass Blankets Manufacturer Fi Foil Rock Wool Blankets Density: X Aluminum Foil R-Value: R 4.1 Rigid Board I Polystyrene I Other i 2. Ceilings (level) have been insulated with: Spray -on Cellulose Thickness in inches: 11.1" X Fiberglass Blown Manufucturer: Johns Manville Rock Wool Blankets Density: Aluminum Foil R.Value: R-30 Polyurethane I Open Cell SPF i Cellidgs (Inaccessible) insulated with: Spray -on Cellulose Thickness in inches: 9.5" X Fiberglass Blankets Manufacturer: Owens Corning Ignition Barrier Density: Fiberglass Blown R-Value: R-30 Cellulose Loose bill I Open Cell SPF i 3. Tater1pr kneewalls have been insulated with: Fiberglass Blankets Thickness in inches: Fiberglass Loose Fill Manufacturer: Rock Wool Density: Fiberglass Blown R-Value: Cellulose Loose Fill I Open Cell SPF i 4. Garage partition walls of A/C living area have X Fiberglass Blankets been i)usulated with: Rock Wool Thielmess in inches: 3.5" Polyurethane Manufacturer: Owens Corning Spray -on Cellulose Density: Open Cell SPF R-Value: R-11 S. The following have been lnsulated: �.` ap i. S �a w.yrt� 2 o �'��i� �«•`�� I Wynne Buffft Corp�aa I General Contrac"uilder I CBC1254041 competency # Pro£essionalInsulators ofSouth Florida, Ina Insulation Contractor By: Z*Aifi/ By: 099—.d 6000/d000d OLti-1 999L8LELL RECEIVED MAR 15 2016 dao0 BuIpipo auuAM —WOai 69:60 9L1—9L-80 Professional Insulators of South Florida FTC Insulation installation Certificate To: Ist Lucie county Date: IMarch 1, 2016 Re: I Lotlftck i Address: 34 Calle De Lagos Project: lGrand Carlton The nn rsivned herehv certifies that insulation hag been installed in the above described urnnerty as follows: 1. Exterior CBS walls have been insulated with: Spray -on Cellulose Thickness in inches: Fiberglass Blankets Madafacturer: Fi Foil Rock Wool Blankets Density: X Alumiuum Foil R-Value: R 4.1 Rigid Board Polystyrene Other i 2. Ce' gs (level) have been insulated with: Spray -on Cellulose Thickness in inches: 11.11, X Fiberglass Blown Ma*facturer: Johns Manville Pock Wool Blankets Density: Aluminum Foil R-Value: R30 Polyurethane Iopen Cell SPF Centags (Inaccessible) insulated with: Spray -on Cellulose Thi ess in inches: 19.5.1 X Fiberglass Blankets Mujufactnrer: Owens Corning Ignition Barrier Den4ily: Fiberglass Blown R-Value: R-30 Cellulose Loose Fill Open Cell SPF 3. Inte4ior kneewalls have been insulated with: Fiberglass Blankets Thickness in inches: Fiberglass Loose Fill Ma faciurer: Rock Wool Density: Fiberglass Blown R-Value: Cellulose Loose Fill Open Cell SPIT i 4. Garage partition walls of A/C living area have X Fiberglass Blankets beel insulated with: Rock Wool Thickness in inches: 13.911 Polyurethane Mardufacturer: 10wens Corning Spray -on Cellulose Density: I Open Cell SPF R Value: _ R-11 5. The following have been insulated: a 4 ''. � nr+r •a qy q.. �•• �r �•�••y�nsllfs�v �`+ P•_�®� �e� dJ fly" I W @Buildin Corp�`;•. I General ContracVBuilder CBC1254041 Cem tP.n H Fir Insulators of South Florida, Inc. I Insulation Contractor By: 699-� 6000/Z000d 60b-1 999L8L8ZLL dao0 sulpling auuAM -W0dj Z9:60 K l 96-£0 JOSEPH E. SMITH, CLERK O E CIRCUIT COURT — SAINT LUCIE COUNT FILE N 4083001 OR BOOK t s` PAGE 765, Recorded 06/19/2O15 at _14 AM al"Bo AMORNOO.RITORN TO' PERM T NUMBE0. TLM Ypnv M rvaan.d )nr u+omh„a iuh• LJ y NOTICE OF COMMENCEMENT The undersigned hereby given notice that improvement will be made w ordain real uslpest, and in .,cold.... with Chapter 713. Florida statutes the following information is provided in the Notice of commencement. ._.-,.,......_,...,..nenranenTvn.,atdemdntienandsoeetaddress) TAX FOLIO NUMBER :13O1-111-0001-000-$ 2. GENERAL DESCRIPTION OF IMPROVEMENT: 3, OWNER INFORMATION: ..Name wyp1 e. interest in property. 39E d. Name and addess of fee simple titleholder (if tuber than owocr) 4. CONTRACTOR'S NAME. ADDRESS AND PHONE NUMBER: Wynne )evelopment Corporation 8000 S USl Suite 402 PSL Ft 14952 272-878-5911 S. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served es provided by Section 713.13(1)(s) 7., Florida Susdms: John Brennan 3dgs) 777-466-1553 NAME, ADDRESS AND PHONE NUMBER: I Lag Ca t Ft 8. In addition to himselfor herself, Owner designates the following to receive a copy of the Lienoi s Notice es provided in Section 713.13 (O(b), Florida Statutes: NAME, ADDRESS AND PRONE NUMBER: 9. Expiration date of notice of commencement (t a expiration date is 1 year ham the dew of recording unless . different dale is specified) .—;20 _:F`_- Matthew Lyle Wv ne V'c —President Slg,uwre of Owner or Print Name and Provide Signatory's TitldOtRce Owner's Authorised ORccr/DirectodPariner/Manager State of Florida County of St- t lie The foregoing Ibstrumcm was acknowledged before me this P'3 day of PR L. HFSJY • 20 — B Matthe Lvl Wvnne _. as FCC: y Type of aFoh.n y_,.. v.I. Owner. officein't.. euorney m fact) (Name ofperson) FO,Wynne Building Corporation ✓err oducW the g ty followinpe of ID: (Name of pony on behalf of whom hnsvument was execuwtl) ersonally Known_ Pr OOROTNY ANN BASKIN ti Notary Publlc -61aw of float. /�asl� (/�Tf/A`^^ - My o mix Expires Oct 2. 2016 aP ail v /✓/)SL'f,J j o d",' Commission t1 m 016226 (Primed Name of Notary Public) (Signal cOFN Public) 1Sh':d! ..n'• Bonded iMoupN NBioml Notary Assa Under pcnalUes of perjury. 1 declare that I hove rea the foregoing and that the facts in it are We to the best of my knowledge and bellef (Section 92.525. Florida Statutes))/ .___.___....rn....,.<w, nrra)'Authociaed Ofnccr/Dire1to1fPa1,l onager who signed a bovc: a.I.FreneeM..ve.as $TAiE,O,Frn NV _...,-rum ISA S Data: f WYN-1:V BUILDING CORPORATL_.11 8000 South U.S. #1 Suite 402 Port St. Lucie, FL 34952 Spanish Lakes Communities Division Port Saint Lucie August 7, 2015 To: St. Lucie County Building Department Attn: Permitting and/or Plan Review Re: 34 Calle De Lagos Permit # 1506-0521 To Whom It May Concern: Miami Division Miami In regards to the above property, the mobile home that was located on the lot was moved off the property by the homeowner. If you have any questions I can be reached at (772) 878-5513. Thank you, Lyle Wynne - V.P. Telephones: Port Saint Lucie (772) 878-5513 Miami (305) 235-3175 Ll/ 17) Le14 10; LO ii�ororc�_ .% wrt+ r WILUINU wn, rHbt mind St. Lucie County Building & Zoning Depar(ment "M Virginia AvIMtte FortPierce, FL 349U 772-462.2165 Fax 77Z 462-6443 Request for 30-Day Temporary Power Release Dare: - ��� Property Address: -.3' TBE UNDERSIGNED HEREBX REQUEST RELEASE OF ELECTRICAL POWER TO THE ABOVE DESCRIBED PROPERTY, FOR A PERIOD NOT TO EXCEED TMRTY (30) DAYS, FOR THE PURPOSE OF TESTING SYSTEMS AND EQUIPMENT IN PREPARATION FOR MAL INSPECTION. IN CONSIDERATION OF APPROVAL OF THE REQUEST WE HTREBY ACKNOWLEDGE AND AGREE AS FOLLOWS: I. iilfs temporary power release is requested for the above stated purpose Oldy, and there wlll be no occupancy of any type, Other than that permcned by congruetion' during this til0k rnod. 2 AS mfhteSs by our srgaattnxs, we hereby agree to abide by all terns and Conditions of tbfs agreemat, htduding JaWi g Division Polity, whichis ineorpotated herein by referace. Z. All eauditions and requirements listed iD the attached dueut0ent entitled 'Tiequirementsfor30DayPowerfarTesting"barebeea%MUedandtheprentf5efsreadyforcotttpliaaceiaS tiara. 4. All requests for an extension beyond 30 detps must be madefa writio$ to the Building Official stating the rsacon for the request. Power may be removed from the site and/or a Stop work Order Umed if the Flail fnspecdoa has not been approved within 90 days. A fee of $IOO.00 wM be zegmred tofefe tbO Stop Work Order. WE HEREBY RELEASE AND AGREE TO HOLD HARMLESS, ST. LUCIE COUNTY, AND THEIR EMPLOYERS FROM ALL LIAR AND CLAIMS OF ANY TYPE OF NATURE W%XlICH MAX ARISE NOW 4It IN TAEtM OUT OF THIS TRANSACVON, INCLUDING ANy DAMAGE WSICH MAX BA INDUE TO THE DISCONNECTION OF ELECTRICAL POWER IN T EVENT F VIOLATION OF THIS AGREEMENT. RECEIVED FEB - 3 2016 OL L-A 6000/6000d 8Z L-1 999L8L8ZLL WOO Bu i p l i n8 auuAM -WOaj b L: L L 9 L,-Z0-ZO 0 10!5S TITAN CONCRETE Materials for Life' Tr?'ti�a,r—r—a*-- /35-Z/- — "Thank you - We appreciate your business" FORT FIERCE 4199 SELVITZ ROAD FT PIERCE, FL 34982 ��gUIID,A,c o Q G U 1 JOI 2 ? n sea Ticket no. R80106 Delivery date Plant. — Truck - _ ( Driver - - Trucksize _ ` Type job — r. v r= on q-� n rrl LIT I tnra c nc ., I hies Customer n`o.. Customer name - �Zone -Tax CD 00)I-A.-A G. ej 7S I PrinNiizV W01 I rnMr`PCTG' r nKICT _ I Tc Tarmac project no. I Customer P.O. no. Order no. (Terms code t-charge delivered 3{CAD. Time due h Gst n, i S�AF..`-i ;2rCharye F.02. A{.O.D-F.O.B. fJI .r-Ic) Delivery name and address Lot ,Block County ST LUCIE COUNTY 34 CALLE DE LAGOS, FORT PIERCE Imgrualons 7IN SLUMP ON JOB/I-95 NB, EXIT 1318, TR N KINGS HWY, TL SPANISH LAKES BLVD,TR CALLE DE LAGOS sump 7.0( Quantity Product UM I Unitprice Amount�.a.;' Load Cumulative. Ordered Code Description 91,90 9.50 9,50 CA( 08P 103000 K8 PM CY 1.00 80(007 FUEL SURCHG LD 1. 00 80(014 ENV I RON SURCHG LD C\l t� Load Ari-Nb job site Start discharge Finish discharge Leavejob site Arrive plant r` t; Subtotal �� O�� / Sales tax r „1 1 TOTAL Additional watef addedto this concrete will reduce its strength. Any water added is at customer's risk. Gallons of water a ded4allons of water added: Gallons of water added: _ I Amt CY Retained: Customer Approva Customer Approval: Customer Approval: Customof er Approval. Tested �rTested properly No. Authorae e- ❑ Yes �Io ❑ Yes ❑ No 1144706 Ix e 1� 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 goat. Lot: Block: Address: Correct Not Correct CI IRTnMFR COPY TITAN FLORIDA LLC TERMS AND CONDITIONS OF SALE I. All sales will. be subject to these terms and cony.. _..s ("Contract") and, if buying on credit, to Buyer's _-_t agreement with Seller, incorporated herein by reference; all other terns, including any terns contained in Buyer's purchase order, are excluded unless agreed to by Seller in writing. Any changes must be in writing and signed by each party. This Contract will be construed in accordance with the laws of the state of Florida. For all disputes relating to this Contract, Buyer hereby consents to 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 I1h% per month or the maximum rate allowed by law will be imposed on outstanding and delinquentinvoices 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 andlitigation including, but rant limited to, reasooablealtoi ueys' fees. Seller reserves the right t ` 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, o 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 bedeeme< a waiver of any such right. 3. Regular delivery hours are 7 00 a.m. - 5:00 p.m., Monday through Friday. An add tional charge may be added for deliveries outsideof these hours and for any waiung/unloading periods in excess of 60 minutes. Prices are based on full loads; an additional charge will apply to loads of less than seven cubic yards. The minimum load for each delivery is I Ih cubic yards. 4. Buyer "ill 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 dispatdh, 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 will misconduct, Buyer waives any right of subrogation against Seller. 6. Buyer is responsible for till payment of, including all costs ol'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 warranty 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 ACl standards. Seller will repair or replace any goods supplied by Seller that fail to meet this limited warranty, within one year after delivery thereof. Seller will uphold its warranty obligations under Florida statute 718.203, as applicable. ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED, INCLUDING WITHOUT LIMITATION THE WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE, ARE HEREBY EXPRESSLY EXCLUDED. THE REMEDY SET FORTH IN THIS SECTION 8. WILL CONSTITUTE THE SOLE REMEDY OF BUYER. UNDER THIS LIMITED WARRANTY. 9. Seller will not be responsible for slump, strength or quality of any concrete to which water or other material has been added by or on behalf of Buyer. Buyer will be responsibleto 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 aRer 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 admixture or ingredients on the concrete. Any extra product which may be required in excess of the ntix 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 thin failure to meet compressive strength, in which event the time for notice will be within 48 hours alter the customay 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 ,Nriuen 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 ORNOTARiSING FROM SELLER'S NEGLIGENCE, STRICT LIABILITY OR FAULT. IN NO EVENT WILL SELLLZt BE RESPONSIBLE FOR DAMAGE DUE TO THE ACTIONS OF OTHERS OR THE FAILURE OF BUYER TO COMPLY WITH ITS OBLIGATIONS. SELLER'S LIABILITY FOR ANY CLAIMS WILL BE LIMITED TO THE PURCHASE PRICE OF THE GOODS SOLD UNDER THIS CONTRACT. 14. Notice. All notices to Seller will be sent in writing to the sales office issuing the price quotation, with a copy to Credit Department, 455 Fairway Drive, Deerfield Beach, FL 33441. 15. Severability. The unenforceability of any 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 MEDICALATT'ENTION. KEEP OUT OF REACH OF CHILDREN. MATERIAL SAFETY DATA SHEETS (NISDS) ARE AVAILABLE AT W W W.TITANANIERICA.COM. Rev'd 2-08 BRADEN & BRADEN, A. I. A., P. A. ,rchitecb & 91anners 417 COCONUT AVENUE, STUART, FLORIOA 34996 TELEPHONE: (772) 2B7-625B FAX [772] 2S7-a2B3 'AAC-000032 St. Lucie County Building Department permit* 1506-0521 RE Address: 34 Calle De Lagos To whom it may concern, Please note, the ballard shall be 4". If you hawe any questions please feel free to call me at (772) 287-8258. Th y D R Braden Br e & Braden ALA PA August 10, 2015 h-M - 06& ST. LITCTF, COU,-,,TV RIJD.PT�'C DMSION REVIEWED FOR COJ L") REVIL'"L•D BY— LANCE Q� PL NS AND PERAIIT fUST BE KEPT ON J0 OR NO LYSPECTION HILL BE \ZaDE. FHESE FLAW AND ALL PRdnoSED 670.pK Ai E SUEJI CT 1'Q AW CORRECTIONS REQUIRED BY FIELD INSPECTORS -CHAT ,y - RIAY BE NECESRARY 114 ORDER 1'©: C01�1PLY E 71 Fl ALL APPLIC,�®LE CODES, TITAN - • _� CONCRETE "Thank you - We appreciate your business" Materials for Life' / _� r Petil — 0 S Z / Ticket no: gr vncrete FORT FIERCE [ ' JY `j �j 4199 SELVITZ ROAD 289971 FT PIERCE, FL 34982 Delivery date .Plant Truck Driver .Truck size Type job 09/08/15 rJeB i4fls HATCHER JR, JESSIF 11.0( SLAA Ot ICustomerR�0004535 ICustomer naWODNEY HALL CONCRETE CONST ~' Zone- Tax CD TP Tarmac prof ct no Customer P.O. no.. Order no. Terms code t Charge delivered 3,C.O.D. Time due, w1031 I 5451� I 1 1Z 71 _ ''-Charge F.O.B. 4-C.O.D -F.O.B. Delivery naSganq_gdtresssr COUNTY Lot Block County 34 CALLE DE LAGOS, FORT FIERCE I � M1y�Y1J I'V /r-� 11/+ T /1 Mr'nY Tr'1117l1h1r�/Ahl Tr a�L...�./1 -.'.._..,,/:.3r+�ue�ll�t�-'1�.71J31C+C1:1:�I141a'i!rIIG�.9>•R11'�C1L�l�li7�rremr ,Cumulative - - 11. 00 11.00 11100 1.00 Load Additional watt Gallons of water add Arrive job site P I Start discharge Gallons of water added: F CAF 05R30c500 057 10V1901 MASTERFIBER M70 80(i007 FUEL SURCI-IG ' 80(1014 ENVIRON SURCHG Finish discharge Leave job site Arrive plant ice its strength. Any water added is at cu illons of water added:_ I Amt of CY, Retained:_ CY CY LD L-D Subtotal. Sales tax TOTAL Tested Tested prdperly 9 'No. ' Author'zr:'d and ecei ed by _ ❑ Yes No ❑Yes ❑ No - 7144571 XX C) a f r i ",ON Lot: rrs�Q 10 Safety is a constant state of mind, with v�0 ' every employee feeling responsible Block: and empowered to act to cause him I a and others to work safely, on the belief Address: CorreNot Correct • that all accidents are preventable and that zero incidents is the only goal. -a TITAN FLORIDA LLC TERMS AND CONDITIONS OF SALE I. All sales will be subject to these terns and conditions ("Contract') and, if buying on credit, to Buyer's credit agreement with Seller, incorporated herein by reference: all other tams, including any terms contained in Buyer's purchase order, are excluded unless agreed to by Seller in writing. Any changes most be in writing and sip red by each party. ]'his Contract will be construed in accordance with the laws of the state of Florida. For all disputes relating to this Contract, Buyer hc-eby consents to the jurisdiction and venue of the state and federal courts for the location of the delivery site of the goods sold herelmder. 2. Payment, terms: Net the last day of the month following the month of delivery, without deduction, retainage, set off or charge backs. A cash discount of I % 10'1 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 requirepayments 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 ue added for deliveries outside of these hours and for any waiungiunloading 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'h cubic yards. 4. Buyer will give Seller at least 48 hours prior notice of the time and rate of requested deliveries. Delivery schedules will be mutually agreed upon between Seller and Buyer. Deliveries will be made to the best of Seller's ability to dispatch, however, Buyer waives any claims associated with any delays in delivery. 5. Buyer must provide suitable approaches to delivery points beyond paved streets. For delivery beyond curb lines, Buyer assumes all liability for damage to vehicles, sidewalks, driveways, pipes, septic tonics, and/orother property, and Buyer will indemnify and hold Seller harmless from and against any and all liandny, loss and expense incurred as a result ofsuch delivery, including but not limited to towing charges, except to the extent caused by Seller's gross n,gligence orwillful misconduct. Buyer waives any right ofsubrogation against Seller. 6. Buyer is responsiblefor 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; (ill) 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 v:ill 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 FXP,RESSLY EXCLUDED. Ti IE REMEDY SET FORTH IN THIS SECTION 8 WILL CONSTITUTE THE SOLE REMEDY OF BUYER UNDER TI US 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 eflect of such admixture or ingredients op 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 wil I be batched and delivered in accordance. with ASTM C-94. Concrete temperature will be dictated by the environmentaland material condi- tions at the time of delivery. Any requirement beyond these conditions will requirethe implementation of controlled measures during production at the expense of Buyer. 12. B.uycr must give Seller written notice within 48 hours after delivery of any claim against Seller as a result of any alleged nonconforming materials orally 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. BASLU ON STATUTE, TORT, CONTRACT, OR OTHERWISE, AND WHETHECy OR NOTARISING FROM SELLER'S NEGLIGENCE, STRICT LIABILITY OR FAULT. IN NO EVENTWILL SFLLER BE RESPONSIBLE FOR DAMAGE DUE TO THE ACTIONS OF OTHERS OR THE FAILURE OF BUYER TO COMPLY WITH ITS OBLIGATIONS. SELLFI' LIABILITY FOR ANY CLAIMS WILL BE LIMITED TO THE PURCHASE PRICE OF THE GOODS SOLD UNDER THIS CON' RACT 14. Notice. Alt notices to Seller will be sent in writing to the sales office, issuing the price quotation, v ith a copy to Credit Department, 455 Fairway Drive, Deerfield Beach. I L 33441. 15. Sev'embility?•-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 penuittnl by law. WARNING: CAUSES SKIN IRRITATION - INJURIOUS TO EYES, CONTAINS PORTLAND CF.M El4'C FRESHLY MIXED CONCRETE MAY CAUSE SKIN IRRITATION OR INJURY. AVOID CONTACT WITH SKIN WHERE POSSIBLE. WASH EXPOSEtLAREAS PROMPTLY WITH WATER. IFANY 'MIXTURES GET INTO THE EYE, RINSE. IMMEDIATELY WITH WATER AND GET PROMPT MEDTCAL ATTENTION. KEEP OUT OF REACH OF CHILDREN. MATERIAL SAFETY DATA SHEETS (bISDS) ARE AVAILABLE AT W W W.TITANAMLRICA.COM. Revd 2-08 COGl;NTY R I D TA yr _ Planning & Development Services Building & Code i$egulation Division 2300 dorglnia Ave Fort Pierce, Fl. 34882 772-462-2172 Fax 772-462-6443 PERMIT #: 1 506 "p 5-Z' JOB ADDRESS: -3td t✓a Ti BUILDER/CONTRACTOR: Go n cr I PEST CONTROL CONTRACTOR: PEST CONTROL LICENSE #: -. % I �tt d, 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: / � y $ s JI' Chemicals used: RC .- , I Percentage of solution; Date of Treatment. 3 -- _Footing P Treatment !Re -Treat _Driveway 151 Treatment _Re -Treat _Other _ist Treatment _Re -Treat Total gallons used: f{ Time of Treatment: ° SI b Sn Treatment _Re -Treat _Pools _1�1 Treatment Re -Treat Perimeter for Final Inspection 02- � Signature of Pater for ?51,yos7') Po(-4- t" I"e./'C-ems Note. There must be a completed form for each required treatment orre-treatment and this form must be on the job site to be picked up by the Inspector attune of each Inspection or the scheduled Inspection will fall and a •re•inspectlon fee charged. FSC104.2.6CertificateofProtectiveTreatmentforpreventlonoftermites. Aweatherresistantjobritepostrigboard shall be provided to receive duplicate Treatment Cerdficates as each required prbW&E treatmentis completed, providing a copy for the person the permit 1s issued to and another copyfor the building permit files The Treatment Certificate shall provide the product used, identity of the applicator, time and date of the treatment, site tocatfon, area treated, chemical used, percent concentration and number ofgallons used, to establish a verifiable record of protective treabment. If the soil chemical barrier method for termite preventlon /s used, final exterior bMtmentshall be completed prior to final building approval. St Lucia County requires for the final inspection for CO, a permanent Sticker to be placed on the elect. cag panel boa cover, lusting all the treatments and dates of applications. OGV28/2015 15: 77258964-l' KSM ENGINEERING ,- PAGE 01/02 IvOlkIff KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337.7755 R O. BOX 78-1377 SEBASTIAN FL 32978-1377 SEBASTIAN (772) 589-0712 PALM REACH (561) 845-7445 www.ksmengineeong.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 SOIL COMPACTION REPORT. ASTM D 1587 and ASTM D 2922 DATE TESTED : August 27, 2015 PERMIT# 15060521 CONTRACTOR Wynne Development JOB LOCATION 34 Calle De Lagos Spanish lakes Country Club Village Fort Pierce, Florida ITEM TESTED Compacted Foundation Fill KSM JOB # : 151819-1d/SH/ct TEST LOCATION DEPTH "PEN DRY MAX -DRY PERCENT OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION 1. S.E. 0" - 12" 38 108.3 111.0 97.6 2. S.W. " 37 107.1 98.5 3. Center 38 108.4 97.7 4. N.W. 37 107.4 96.8 5. N. E. 37 107.6 96.9 Soil Description; Brown Sand In Place Moisture: 9.2 Percent Optimum Moisture- 11.0 Percent Max. Dry Density: 111.0 P.C.F. @ Test Locations The Density & Penetrometer Readings Indicate the Degree of Compaction Meets Minimum Rgpuiledut., for Unsee`F6urdSy rA 112,0 � I 1 I W E I 1 I I G 111.0 L.._..�.._...._- H I I I I— T I I P '110.0 i ........� .. .. �...—.-� .._ 1 1 I G I I I 1 I F 109.0 j-.. ..�.._..�.._..T I 1 I I R I 1 I 1oe.o a—.._..�.._...._..i— — Grade. Y e 9 10 11 I I I I I I I I I I I 1 I I I I 1 I 12 13 14 Moisture - % of Dry Weight RECEIVED qUS28 2015 Fax and"1�;1�4i�f/1 ' `County. B i d'In Departmer1t ,"Io p11 . Kel(er, P.E.: 3�/ 93 �I LiC. No.: 860 / 'Julie E. Keller, P.E.: 65366 1 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 RECEI1'7D SEP 0.12015 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED August 27, 2015 KSM JOB # : 151819-1d/SH/ct PERMIT # 15060521 CONTRACTOR Wynne Development JOB LOCATION 34 Calle De Lagos Spanish Lakes Country Club Village Fort Pierce, Florida ITEM TESTED Compacted Foundation Fill TEST LOCATION DEPTH "PEN DRY MAX. DRY PERCENT OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION 1. S.E. 0" - 12" 38 108.3 111.0 97.6 2. S.W. 37 107.1 96.5 3. Center 38 108.4 97.7 4. N.W. 37 107.4 96.8 5. N.E. 37 107.6 96.9 Soil Description: Brown Sand In Place Moisture: 112.0 , I I I I I 9.2 Percent `/`/ E I I I I I I Optimum Moisture: I I I I I I G 111.o 11.0 Percent J_.._..�.._..j .._. _..--- _...._.._ H I I I I I T Max. Dry Density: I I I I 111.0 P.C.F. P .. ..� ..— .._.. .._.. I . _. _ 110.0 � •--•-. I I I f I @ Test Locations The c I I I I I I Density & Penetrometer F I I I I I Readings Indicate the 109-0 T••— - Degree of Compaction Meets I Minimum Re uir�ed D I I I I I I 11 11/ R for Unst U �14&� Y 108.0�.._..�.._..�.._..�.._..+.._..�.._.., * Perm1��1 1 reeik Jatural Grade. 6 s 10 tt 12 13 14 Res�pe�+11:iii H: No. E�`$. Moisture - % of Dry Weight Fax ai>QI �rt Coun(� Building Department er„-_ �:e �h�Keller, P.E.; 37293 /81 Li . No.: 860 / Julie E. Keller, P.E.: 68366 lk �� vL 05a l KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377 SEBASTIAN FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED August 27, 2015, KSM JOB # : 151819-1 d1SH/ct PERMIT # : . 15060521 CONTRACTOR Wynne Development RECLIVIG SEP 012015 JOB LOCATION 34 Calle De Lagos Spanish Lakes Country Club Village Fort Pierce, Florida ITEM TESTED TEST LOCATION OF SAMPLE 1. S.E. 2. S.W. 3. Center 4. N.W. 5. N.E. Soil Description: Brown Sand In Place Moisture: 9.2 Percent Optimum Moisture: 11.0 Percent Max. Dry Density: 111.0 P.C.F. :)moacted Foundation Fill DEPTH "PEN READ DRY MAX. DRY DENSITY PROCTOR VALUE 0" - 12" 38 108.3 111.0 " 37 107.1 " " 38 108.4 " " 37 107.4 " " 37 107.6 " @ Test Locations The Density & Penetrometer Readings Indicate the Degree of Compaction Meets Minimum Rrgaireck#&,, for Uns►A'eF6ur1lQ�,, PERCENT COMPACTION 112.0 W I E I I I I I I G 111.0 L .._..�..—..4—..—. I I I _.. I j .._..+.._.._ I H I T I I I I I I I I P110.0 ..—..� .. ..� I .._..� .._..� I I ..—.. I I .._.._ I C I I I I I I F I I I I I 109.0 I T.._.._ I I I I I I I I I I R Y108.0.._..�.._...._...._...._..+.._.., Grade. 8 9 10 11 12 13 14 Moisture - % of Dry Weight Fax com n artment PB37293l U No.: 860 / Julie E. Keller, P.E.: 68366 rad BRAD EN 6 BRADEN, A. I. A., P. A. 97rchilacl5 & of Tanners 417 COCONUT AVENUE, STUART. FLORIOA 34996 TELEPHONE: (772) 2B7-S252 FAX (7723 2B7-8293 #AAC-000032 July 29, 2015 St. Lucie County Building Department Permit ik �� RE Address: 34 Calle De Lagos To whom it may concern, Please note, The concrete strength of the slab shall be 2,500 psi If you have any questions please feel free to call me at (772) 287-8258. e 4erei RBraden n & Braden AIA PA RECEI17D AUK; 0 6 206 BRADEN 6 BRADEN, A. I. A., R. A. SIrchiiecls & ? Tanners 417 COCONUT AVENUE, STUART, FLORIDA 34996 TELEPHONE: [7721 2B7-825B FAX (772) 287-82B3 4#AAC-000032 July 29, 2015 St. Lucie County -Building Department Permit #�j150G_0521) RE Address: 34 Calle De Lagos 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 R Braden Plan.Review�06'Of2t al 2009INTERNATIONAL ® Date RESIDENTIAL CODE z y66 . Valuation 3 7. FOR ONE AND TWO FAMIIY DWELLINGS /9 67 ,Fee `� PLAN REVIEW RECORD r JURISDICTION "• av; a> ' me,VCity County Tb�nshrp�etc)'�,.� '�`�"�rrl '�' gE�`� ,BUILDING+LpCATIbN i�y��.���`�, " "r„�,. E - ��"`� S,.x '•'�`� �".�i�z ,� 44�r^.�x s. i ;;4-r� fit, of ,3 ?�C;4 i r �,,, w,. � � BUILDING,DESCRIPTION f•6'F D t'As1?n43t irk 5' rTT togq# ''5. Rr - sy"aY f>-°'sC1rt_> ° r" - r'- Sr • x a, �a,s..;� z t s.s,..i,wM k • +- �^ #'• w.r'Z '&x# G# ,+te-t "v u• ro hi F� "- ,+u " it . i:.b J+ YiS+ Y (Y-�^�''.:� �frfNi6.4"v {x':'d"4.i.�%S,t § f � `� 'A- ��+vN'v� PREVIEWED BY` �, L ki Y fi f * '.' ,s' ..,, � 1 5 � mew �vYusTr "Hrse • u' � �d n'K £'= Ly e5 h. N`4 -�,Hyme�ls mdlcad,,;n�par¢[jtTies,¢,� ppllca�b�e,�gtic, o s o h,�.s1�009.,✓<�ifern��£or�l+y�s dent at i¢ tThe plin"Tc$vievii accompl,s(�ed as, ''1�1dYcedfn-fhisY codrsl. tetottyo5e'.pode^seq,�iq�sseofica }�d='e'nt,i d*bl�eretc�;a�or�ti'Se}�cesoojhonlappJteablecodes'e'Gonswlth#� n !cipI oua''fii ,eon tcLdi""e"h dzipunjen{g tine 2nSl iiNe'rfatn,IX dweN gs'arld"' 'd17r'€garKit -ortlie`am�u'd_lyArd__``ai'a,l¢ly„n,�o°, y4,4 E ""I {t.- e"&i - iownhos s<YeeYe3nca sT c6de ws,ons> tuc hnaybea iea e.10 e Cbu �tilg ppis.Feco ,stie ,gnedtd`be,,usgdonlybytthose 4 htsjor dorar�.,a "�, ;�...w pa'flgo�vidgable'a dcaao,*xemi,pBmpey Lg'9,� t, aT'n�¢ awn nstrJcGonUoou949 CORRECTION LIST Code No. DESCRIPTION Section p�� e• • 1•• • '-• • • • • ISBN 978-1-58001 951-4 ��� � 'IIIIIIIII III IIIIIIIIIIIII ���, _ Q 7R15Af1 f11051L 06/10 ' CORRECTION LIST Code No. DESCRIPTION Section -2- r- ",.DING PLANNING (Chapter 3) 1 i DESIGN CRITERIA [Table R301.2(1)) Two-family dwelling separation (R302.3) Floor live load (Table R301.5) psf Roof live load (Table R301.6) psf Ground snow load N f, psf Basic wind speed ph Wind exposure category (R301.2.1.4) High wind design criteria applicable (R301.2.1.1) ] Seismic design category (SDC) (Figure R301.2(2)) $�/R SDC C&D provisions (R301.2.2) fu /14 Weathering �— Frost line depth �vjy Termite area _ Decay area Winter design temperature Ice barrier underlayment required N /9 Flood hazards ry 1A FIRE-RESISTANT CONSTRUCTION (R302) NI'A Exterior walls (R302.1, Table R302.1) N,/ra Townhouse separation (R302.2) _Continuity and structural independence (R302.2.1, R302.2.4) N /,� Parapets and construction (R302.2.2, R302.2.3) ROOM PLANNING REQUIREMENTS (R303 through R305) t�:n Dwelling unit penetrations (R302.4) Dwelling/garage opening/penetration protec- tion (R302.5) (.v.ff Dwelling/garage fire separation (R302.6) av 4' Under -stair protection (R302.7) Wall and ceiling finishes (R302.9) Flame spread index (R302.9.1) Smoke -developed index / (R302.9.2) l Testing (17302.9.3, R302.9.4) Insulation (R302.10) V"' Flame spread/smoke-developed .(13302.10.11 R302.10.2) Cellulose loose -fill and exposed attic insulation (R302.10.3, X, R302.10.4) Testing (R302.10.5) I a31 Fireblocking (R302.11) wt JP Draftstopping (R302.12) a "J r° Combustible insulation clearance (R302.13) Area Average Minimum Natural* Use a Width ceilin t ceilin t light Natural ventilation* Living 120 T-0" T-0" 514" 8%floor area 4%floorarea Dining 70 7'-0" 7=0" 5'-0" 8%floor area 4%floor area Kitchen N.A. N.A. 7'4" 5'-0" 8% floor area 4% floor area Bedroom Bathroom 70 7'-0" 7'-0" 5'-0" 8% floor area 4% floor area N.A. N.A 7'-0" 5'-0° 3 square feet 11/2 square feet - See Sections R303.1 a R=Sator mechanical ventilation and artificial light t il'-8"Zale lumbing fixtures and for non -habitable basements. quired heating (R303.8) GLAZING (R308) SANITA 1 NN (R306 and R307) �� Water closet Lavatory Tub or shower rt/ Kitchen area with sink Sanitary sewer (Chapter 30) i✓ ¢) Private disposal (Appendix I) -3- 0^'s,0 Identification (R308.1) Albl Louvered windows orjelousies (R308.2) il! Human impact loads/hazardous locations (R308.3, R308.4) °v/d Skylights and sloped glazing (R308.6) v GARA BUILDING PLANNING ooD CARPORTS (R309) (COnt d.) surtacenonco (R309.1) mbusfible; slopedAUT Carport: open floor OMATIC FIRE SPRINKLER floors; slo two sides. noncombustible SYSTEMS (R373) ped floor Townhouses (R309.2) (R313.1J Automatic garageOne- E ERG ENCY AP door opener (R309.4) SMOKE ALARMS nd hvo family dwellings ESC E AND RES /r (R314J (R313.2) CUE � Referenced �Wherere OPENINGS -ASP.. ncedstandards e as fn quired (R310.1) Location(R314.1, R314.2 ! Areas, height,_�and interconnectio 1 R310.1.4) width, operations —`` rower n (R314.3) (R310. >• y _ OARB source (R314.4) Window wells (R310. ON MONOXIDE 2 ALARMS (R315 N Undergrilles, covers and screens i✓_1 New construction (R3>(R ) MEANS EGRES decks and porches R310 �R3>p,41 iti= hg construction (R3152) OF ( S (R311) Referenced standard _General_ (R311.1) � M PLASTIC (R302.8, R316 (R315.3) :�,/� door Labeling ) —� Landi /+ g (R3162) ngs at exterior a0 Al R311.3,3) doors (R311. surface burning I� Vertical e 3 _ approval (R316. renal barrier, specific ai 1A egress (RConstru311.4 DECAY AND R3167) Hallways c(R3and aflachmant (R311.5 (/R33117 d R37g ITE PROTECTION Sfal 16) ) � Protection require R3yj width, headroom R318.1) d (Table R301• 7.3) walkline(R311.7.,/✓s� 2(1), R3171 � !Quality mark (R317. ��R311.743 SITE ADDRESS 2andR318.1.>) Stairway/ ra.y p (R31g) landings and Addre (R311,75R311,76walkin ssnumbers Han ) g surtaces R319.1) N�Handrails re ACCESSIBILITY (R320) Hand required (R311.7.7 %.Z (R311, height co ) t TYPO B dwell' N 7j1 : ntinuity, grip size ELEV g units applicable Staff R311.7.7.3) ATORS/PL gTF (R320.1) �aY r1lumination (R303. ORM LIFTS SpeCiat Stairways6, R311.7.8) L Referenced (R321) tnPslo (R9) FLOOD-RESISTAncedsfandards(R32y.>_R321.3 � Ra Pe, la CO ARDS (R312) landings, handrails General NT NSTRUCTION (R322 1 (R322. >) ) kRequired for open -sided Hazard area s and d surt R309.3 ea and requirements r landings ,aces, stairs, R3222 R3223)(R301.2.q9 ada (R3121) 30"above ! Design professional 36" (R3122STORMS (R3223.6) HELTRS(R323) limitations (R3123) � General and referenced standard (R323 1 ) Q MATERIALS (R402) Concrete foun n walls (R404.1.2) PM Wood foundations (R402.1) Concrete, compressive strength (R402.2) FOOTING 403) oil bearing value (R401.4, R403.1) Footing width (see page 5) Footing edge thickness = 6" minimum; footing projection = 2" minimum, but <footing thickness (R403.1.1) �/ v 14 Footings in SDC C or D (R403.1.2, R403.1.3 and R403.1.6.1) 7?'Vff Depth below (outside) grade = 12" minimum; but below frost line except for frost pro- tected footings.(R403.1.4, R403.1.4.1 and R403.1.4.2) N I� Sill plate bolting in concrete/masonry =1/2" di- ameter bolts, within 12" but not less than 7 bolt diameters from comer, 7" embedment (R403.1.6) N P Footings adjacent to slopes (R403.1.7) Al 0 Frost protected shallow foundations (R403.3) N �A Footings for precast concrete foundation (R403.4) FOUNDATION WALLS (R404 - R406) Masonry foundation walls (R404.1.1) Wall height, unbalanced backfill, nominal thickness (Tables R404.1.1(1) - R404.1.1(4), R404.1.5.1] Reinforcement size and spacing (Tables R404.1.1(2) - R404.1.1(4)] 16-1 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, R404.1.2.3.71 YM, Stay -in -place forms (R404.1.2.3.6.1) /V 1,,4r SDC C and D provisions (R404.1.2.4, R404.1.4) ^/ 6v 49 Height above finished grade (R404.1.6) t ✓ Sill plate size (R404.3) N r^ Precast concrete foundation walls (R404.5) N Drains required if habitable or usable spaces are below grade* (R405) iy(l Soil class (Table R405.1) P✓ 1A Dampproofing if basements are below grade* (R406.1) i (A Waterproofing if high water table* (R406.2) * If uninhabitable, see Under -Floor Space (R408) COLUMNS (R407) Protection from decay or corrosion (R407.1 and R407.2) 1V /A Structural requirements (R407.3) N LJ Anchorage (R407.3) Wood columns (minimum 4" square) (R407.3) Al 1A Steel columns minimum 3" diameter, Sched- - -1 TABLE R403.1 MINIMUM WIDTH OF CONCRETE. PRECAST OR MASONRY FOOTINGS (inches)' LOAD -BEARING VALUE OF SOIL sf 1,500 2,000 3,000 > 4,000 conventional li It —frame construction 1-sto 12 12 12 12 2-story 15. 12 12 12 3-story 23 17 12 12 flinch brick veneer over II ht frame or 8-inch hollow concrete ossonry 1 -story 12 12 12 12 2-story 21 16 12 12 3-story 32 24 16 12 8-Inch solid or fully snouted masonry 1,story 16 12 12 12 2-story 29 21 14 12 3-story 42 32 21 16 For SI: 1 Inch = 26A mm, 1 pound per square foot = 0.0479 kPa a. Where minimum footing width Is 12 inches, a single wythe of solid or fully grouted 12—Inch nominal concrete masonry units is permitted. -5- UNDER -FLOOR SPACE (R408) Ventilation (R408.1 and R408.2) Unvented crawl space (R408.3) Access (R408.4) FLOORS (Chapter 5) WOOD JOISTS AND GIRDERS (R502) JV IA Species and grade (R502.1) N 0 Joists —Sleeping areas, LL = 30 psf [Table R502.3.1(1)] ,6114 Joists — Nonsleeping areas, LL = 40 psf (Table R502.3.1(2)] 1" 114 !v %d4 /V Q Nla Removal of dez..rs (R408.5) Finished grade (R408.6) (R408.. Flood resistance (R408.7) PARTICLEBOARD UNDERLAYMENT (R503.3) /// Grade (R503.3.1) /11 / Thickness (R503.3.2) Installation [Table R602.3(1)] TREATED -WOOD FLOORS (ON GROUND) (R504) Cantilevered joists (Tables R502.3.3(1) and Base course: 4" thick with maximum 3/4' R502.3.3(2)) gravel or'/2" crushed stone (R504.2.1) Girder spans and header spans for exterior Moisture barrier: placed over base course bearing walls [fable R502.5(1)] (R504.2.2) Girder spans and header spans for interior Materials (R504.3) bearing walls [Table R502.5(2)] Joists under bearing partitions (R502.4) STEEL FLOOR FRAMING (R505) /Y m Bearing (1.5" minimum on wood or metal; 3" on Cold -formed steel; applicability limits; in -line masonry or concrete) and lapped joists (3") /// framing (R505.1) A / / (R502.6, R502.6.1) y� Structural framing (R505.2) Lateral restraint and bridging (R502.7, / Material (R505.2.1) R502.7.1) Identification (R505.2.2) %��$�nnttt�artcfic f Fastening (R502.9) N (� Framing of openings (R502.10) N I Wood trusses (R502.11) �V 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 (rabies R503.2.1.1(1) and R503.2.1.1(2)] Installation [Table 602.3(1)] Corrosion protection (R505.2.3) Fastening (R505.2.4) Floor construction (R505.3) CONCRE FLOORS (ON GROUND) (R506) Thickness: 31/2" minimum; Concrete strength !// Support: prepared subgrade; maximum earth fill = 8"; maximum sand or gravel fill = 24" �12�506.2.1) Base course: 4" graded with 2" maximum aggregate (R506.2.2) -6- e'.Sf Vapor retarder (R506.2.3) P"S 0 Reinforcement support (R506.2.4) —� 'W" I runt (unapter 6) GENERAL,(R(301) ✓/ Design (R601.2) =Component and cladding wind loads [Table R301.2(2)] Vapor retarders (R601.3) WOOD CONSTRUCTION (R602) Construction [Figures R602.3(1) and R602.3(2)] 1145/ Stud grade (R602.2) N �� Exterior walls (R602.3) Stud spacing [R602.3.1, Table R602.3(5)] Interior load -bearing walls (R602.4) Interior nonbearing walls: 2" x 3" at 24" o.c. or 2" x 4" flat at 16" o.c. (R602.5) 1 r✓� P Drilling and notching —studs (R602.6) %I5 f Drilling and notching — top plate (R602.6.1) Headers [Tables R502.5(1), R502.5(2), R602.7.2 and Figure R602.7.2] Fireblocking (R602.8, R302.11) Cripple walls (R602.9) N / Wall bracing, braced wall lines, lengths, connections, support and joints (R602.10, R60Z 10.1, R602.10.3, R602.10.6 - r R602.10.8) (!able R602.10.1.2(1)] A'N Bracing based on SDC [Table R602.10.1.2(2)] Intermittent bracing methods (R602.10.2, Table R602.10.2) Continuous sheathing (R602.10.4, R602.10.5) N tF} 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) j Wood structural panels (R604) 6/ Particleboard (R605) MASONR ONSTRUCTION (R606 - R610) General design (R606)• ✓1 SDC C and D (R606.12) Unit masonry (R607) yn Multiple wythe masonry (R608) Grouted masonry (R609) Glass unit masonry (R610) EXTERIOR CONCRETE WALL CONSTRUCTION (R611) Applicability (R611.2) Concrete wall systems (R611.3) Materials, construction details (R611.5 - R611.10) EXT�WINDOWS & DOORS (R612) General; window sills; performance; testing and labeling (R612) STRUCTURAL INSULATED PANEL WALL CONSTRUCTION (R613) Applicability (R613.2) 4 Materials (R613.3) Wall panels, construction details (R613.4 - R613.10) 1LL COVERING (Chapter 7) INTERIOR WALL COVERING (R702) ✓y /J1 Plaster material (R702.2) I`/ / ' Plaster support (R702.2.3) r/ Gypsum board material (R702.3.1) f,V P Gypsum board support, application and / fastening (R702.3.2 - R702.3.8) V Ceramic tile (R702.4) iN /* Other finishes (R702.5 and R702.6) EXTERIOR WALL COVERING (R703) Water -resistive barrier (R703.2) IV AR Wood siding (R703.3) /✓ Jr% Attachment and minimum thickness (Table R703.4) J ✓ f��Wood shakes and shingles (R703.5) / E Lxterior plaster (R703.6) Al oq Stone & masonry veneer (R703.7 & Figure R703.7); Steel angle lintels-4" minimum bearing each end (R703.7.3) Veneer ties: #9 U.S. gage wire or #22 U.S. gage by'/e"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) A/M Flashing (R703.7.5 and R703.8) /"� / A Exterior insulation and finish systems (R703.9) IIA Fiber cementsiding (R703.10) Vinyl siding (R703.11) ROOF -CEILING CONSTRUCTION (Chapter 8) and R801.3) R801) esign (R801.2 GENE Component and cladding wind loads [Table R301.2(2)] ROOF FRAMING (R802) Fire -retardant -treated wood (R802.1.3) IV%sT Framing details (R802.3) <Fi Collar ties (4- o.c., in upper third of attic) (R802.3.1) N Purlins (2" x 4" at 4' o.c. minimum) (Figure R802.5.1, R802.5.1) (Nfl� Bearing (R802.6) /�2L5_ Cutting and notching (R802.7) / �S P Engineered wood products (R802.72) Lateral support and bridging (R802.8) Framing of openings (R802.9) Wood trusses (R802.10) P✓ Jlo Roof tie -down (R802.11) CEILING JOISTS [Tables R802.4(1), R802.4(2)] Without attic storage, LL = 10psf With attic storage LL = 20psf Spacing Species It Grade Span Size H 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/Ha; Adjustment factor ROOF SHEATHING (R803.2) rade Thickness —1 r/ TW allowable stresses/grading Allowable spans (Table R503.2.1.1(1)] / yQf Installation (R8032.3) ROO, ,'EILING CONSTRUCTION (cont'd.) STEEL ROOF FRAMING (R804) _- Roof construction (R804.3) General (R804.1) A 17 Roof tie -down (R804.3.9) Structural framing (R804.2) ROOF VENTILATION (R806) *Material (R804.2.1) 71VEVentilation requirements (R806.1 - R806.4) Identification (R804.2.2) /�ATTIC ESS (R807) Corrosion protection (R804.2.3) Access requirements (807.1) Fastening (R804.2.4) ROOF ASSEMBLIES (Chapter 9) ROOF CCSIFICATION (R902) Roof covering materials (R902.1) WEATHER PROTECTION (R903) /r+-.5P Flashing (R903.2) /V i/f Coping (R903.3) X//,- Roof drainage (R903.4) N 4A Hail exposure (R903.5) MATERIAL-(R904) y Compatibility; specifications; physical characteristics; identification (R904.2 R904.4) REQUIREMENTS FOR ROOF COVERINGS (R905) /1-/ b" Slate and slate -type shingles (R905.6) A/ M' Wood shingles (R905.7) Wood shakes (R905.8) N%rgT Built-up roofs (R905.9) !/ Metal roof panels (R905.10) f- /9- Modified bitumen roofing (R905.11) A' fA Thermoset single -ply roofing (R905.12) Thermoplastic single -ply roofing (R905.13) Sprayed polyurethane foam roofing (R905.14) !� f Liquid -applied coatings (R905.15) ROOF INSULATION (R906) �14 General (R906.1) %i Asphalt shingles (R905.2) RFRnQEIIA (E= D'(A Clay and concrete file (R905.3) I Materials and methods (R9071) ✓�" /4 Metal roof shingles (R905.4) 1-4 Mineral -surfaced roll roofing (R905.5) 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 (131001.3 and R1001.4) Firebox walls and dimensions (R1001.5 and R1001.6) Steel fireplace units (R1001.5.1) Lintel (noncombustible) (R1001.7) Hearth extension material (R1001.9) Hearth extension (R1001.10) I Fireplace clearance (R1001.11) Fireblocking (R1001.12) MASONRY CHIMNEYS (R1003) Construction (Table R1001.1, R1003.2, / R1003.3, and Figure R1001.1) �✓ f� Corbeling (R1003.5) IQ CHIT. !YS AND FIREPLACES (cont'd.) Changes in dimension (R1003.6) . Chimney clearance (R1003.18) Additional load (R1003.8) Fireblocking (R1003.19) Termination (R1003.9) e 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 - materialfnstallation (R1003.11� //J Installation (R1004.2) and R1003.12) Multiple flues (R1003.13) FACTORY-BUI LT CHIMNEYS (R1 D05) 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) Intake size (R1006.2, R1006.4) ENERGY EFFICIENCY* Zilding r 11) r/ Compliance; material and equipment envelope (N1102) _z(N1101.2, N1101.3) climate zone (Table N1101.2) Mechanical systems (N1103) *See energy conservation plan review. record MECHANICAL (Chapters 12-23) / Vv54f Appliance labeling (141302, M1303) Chimney and vent location and terminations j A� n _ ,_ „ ,._ , „ , (Chapter 10 and Chapter 18) f 4✓ P ppliance installation (M1307) cooling equipment; heating g load calculations (Chapter 14) Exhaust systems (Chapter 15) Duct systems (Chapter 16) Ao" �,# Combustion air (Chapter 17) Boilers/water heaters (Chapter 20) (A Hydronic piping (Chapter 21) f✓ /- Special piping and storage systems (Chapter 22) Solar systems (Chapter 23) Penetrations of fire -resistance rated assem- blies (R302.4, R302.5) FUEL GAS (Chapter 24) Application (G2401.1) Clearances (G2409) General regulations (G2404) Electrical and electrical bonding (G2410, Appliance location (G2406) G2411) /4, Air requirements (G2407) Pipe sizing (G2413) Installation (G2408) Piping materials (G2414) -10- FUEL GAS (cont'd) Piping installation (G2415 and G2419) //, , , ._ Piping support (G2418 and G2424) Valves, controls, connections (G2420, G2421 and G2422) ,_77— Venting (G2426 7 G2429) Misc appliances (G2423, G2425, G2430 - r / G2453) PLUMBING (Chapters 25-33) /4 Sl Water service location and depth (P2603, P2604) //1'S.� Sanitary and storm sewer location and depth (P2603, P2604) a Piping support (Table P2605.1) /ti5?0 Listed plastic materials (P2608) ti¢ f Plumbing fixtures (Chapter 27) 70'-S+n Water heater size and location (Chapter 28) /(/ f Water supply and distribution system design and calculations (Chapter29) f Dwelling unit fire sprinkler systems (P2904) NFPA 13D system (P2904.1) Temperature rating (P2904.2.1, P2904.2.2) Freezing protection (P2904.2.3) 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, Chapter3l) A/ /4 Sumps and ejectors (P3007) d✓ Backwater valves (P3008) iviP Fixture traps (P3201) u� (/9 Storm drainage (Chapter33) )N fP Penetrations of fire -resistance rated assem- blies (R302.4, R302.5) ELECTRICAL (Chapters 34-43) Penetrations of fire -resistance rated assem- /✓p Wiring methods (Chapter38) blies (E3402.2) j i✓fe 9 Required lighting and receptacle outlets NS�sted and labeled materials (E3403) (E3901, E3903) :rvice equipment and location (E3405, E3601, E3606) size and load calculations (E3602) e fault current (E3606) grounding (E3607) �equired branch circuits (E3703) eecler requirements and load calculations (E3704) iNJ"p Ground -fault and arc -fault circuit -interrupter protection (E3902) Devices and lighting fixtures (Chapter 40) / fYS.e Appliance installation (Chapter41) /' (AL Swimming pools (Chapter42) /"' / / Class 2 remote -control, signaling and power -lim- ited circuits (Chapter 43) MANUFACTURED HOUSING USED AS DWELLINGS (Appendix E) Provisions adopted (R102.5) A '"/1,0-- Compliance with Appendix E verified 511 RADOr, "DNTROL MEASURES (Appendix I 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 r P 10 COVE S (Appendix H) / Provisions adopted (R102.5) / I Comp ' nce with App/ixH erified PR �E SEWAG� DISPOSAL ppendix 1) Provisions adopted (R1! Compliance th Appendix I verified I I EXIST[ G BUILDINGSiAND S RUCTURES ( pen I - Provisions adopted R102.5) i Co pliance wit ppendix J erified SOUND TRAM MISSION (Appendix K) Provisions adoJed (R102.5) t Complia 'e with Appendix K verified HOME DAY AR —R_1 QGCIIRAN=Ap endix —=— - --- -- Provisions adapted (R102.5) Compliance with Appendix M verified SPA RE: 72584 - 34 Calle De Lagos MiTek USA, Inc, Site Information: Tama Parke East Blvd. Customer Info: Wynne Development Project Name: 34 Calle De Lagos Model: Tampa, FL33T10-4115 Lot/Block: Subdivision: Address: 34 Calle De Lagos City: Port St. Lucie State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2010/TPI2007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 [All Heighll 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. INo. Seal# ITruss Name Date 1 T7029136 I A 14/28/015 12 T7029137 I A5 4/28/015 I 13 I T7029138 I A6 14/28/015 14 IT7022132 IA7 14/28/015 �T7029140 A8 4/28/015 6 T7029141 I A9 4/28/015 17 T7029142 1 GRA 4/28/015 B T7029143 GRB 4/28/015 19 JT7029144 IJ2 4/28/015 10 T7029145 J4 4/28/015 11 T7029146 J6 4/28/015 112 IT7029147 JS 4/28/015 113 IT7029148 IKJ8 14/28/0151 The truss drawing(s) referenced above have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2017. IMPORTANT NOTE: Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, perANSI/TPI-1, Chapter2. ,���pPS' A , 0 �'. STATE OF :WZ Ca . ONA� 0?���` FL Cert. 6634 April 28,2015 Albani, Thomas 1 of 1 Job Truss fuss I yp0 Qty Ply MCane De Lagos noz9136 72584 A COMMON 9 1 Job Reference (optional) Chambare Treea, Fell Pierre. FL 7.620s Mar 272015 MITeklnd.etria% Ina. Tea Apr 28 13.51:05 2015 Page 1 D:a3B4PavKnrlZweXyJckSFBgyuFUN-097f2Anv WdybMO(r10f 1 eff4T5i4eoHkMP7VX1 zMB1 q 6-7 F7-1 241--]7-233 243 I 34 6 r11-0-7-13 5 47.3 4.00 F12 45 = 25 scale=1:59.2 IA 6 17 '- 15 -- -' 14 12 4x5 = 2X3 ff 4x6 3x8 = 3x8 - 4x6 2x3 11 4x5 = LOADING(psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 • BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2010/rP12007 CS]. TC 0.39 BC 0.55 WB 0.53 (Matrix-M) DEFL, in (hoc) Udefl Lrd Vert(LL) 0.29 14 >999 360 Vert(TL) -0.72 14-15 >568 240 Horz(TL) 0.14 10 We n/a PLATES GRIP MT20 244/190 Weight: 163111 FT=O% LUMBER- BRACING - TOP CHORD 2X4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-11-7 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD RlgId ceiling directly applied or 5-8-12 oc bracing. WEBS 2x4 Ste No.3 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation qude. REACTIONS. (lb/size) 2=1217/0-8-0, 10=121710-8-0 Max Harz 2=-165(LC 6) Max Uplift2=-832(LC 8), 10=-832(LC 8) Max Grav2=1362(LC 2), 10=1362(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3190/1834, 3-4=-2661/1556, 4-5=-2613/1563, 5-24=-2660/1660, 6-24— 2600/1661, 6-25=-2600/1661,7-25=-2660/1660, 7-8=-261311563. B-9— 2661/1556, 9-10=-3190/1834 BOT CHORD 2-17=-1631/2974, 16-17= 1631/2974, 15-16=-1631/2974, 15-26=-943/1935, 26-27= 943/1935,14-27= 943/1935, 13-14=.1631/2974,12-13=-1631/2974, 10-12=-1631/2974 WEBS 6-14=-514/883, 7-14=314/300, 9-14=-554/392, 6-15=-514/883, 5-15=-314/300, 3-15= 554/392 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.Opst; h=14ft; 8=62ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional); Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members, with BCOL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to beadng plate capable of withstanding 832 lb uplift at Joint 2 and 8321b uplift at joint 10. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 50lb down and 29 lb up at 15-0-0, and 50lb down and 29 to up at 19-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1.6=44, 6-11-44,.18-26-20, 26-27-50, 21-27-20 Concentrated Loads (Ib) Vert: 24=-43(F)25=-43(F) ...(OR(pp FL Cert. 6634 April 28,2015 Q WAHNINO-Verflydeslgnearamefam and HEAD NOTES ON THIS AND INCLUDED MITEKHEFEHANCEPAOEM/N473ray. OLi6/2Of6eEFOHE USE. ■■ Design valid for use oNy Wlh MBek conneclors. 7Ms doslgn h based only upon Panametelsahown. and Is for on hldlvidual buldblg component. �w AppilcoWity, of design parametersand proper Mcorporellon of component is responsblllty of bWldhlg designer -not tnmdedgner. Bracing shown ` Is for lateral suppon ofIndINduel web membersonfy. Pddllbndtempworybrachgtoilwuesicalh/daringeomtrmtlonktherespoWMlltyofthe erector. MdlBonalpermmenibraGigoltheoverallsfmcMehihemspomBnlllNoflhebArHngeleslgrer.FOrgererolguklanceregrstltrg MiTek' (aW=c mqualityc nhd.storage.tl lWry.erectbnan mhg•aona IANSI/IP11 Quality Criteria.DSB-89 and BCSI Bellding Component 6904 Parka East Blvd. Safely Informallon ayauable from loss Rate ImtlMe, 781 N. Lee Shee6 Sulle 312 Alexandria. VA 22314. Tairya, FL =10 Job russ TrUSSType oty Ply 34 cane De Logos 7029137 72584 AS SPECIAL 9 1 Job Reference o 8onal Chambers Truss, Fo4 Pierce, FL 7.620 s Mar 272015 NUTek Industries. Inc. Tue Apr 2813:51:062015 Pagel ID:2GIScwwyYShnGhXVARzUkuyuFUM-IMZIGW oXHx4Szs61 s76GBs8BNVyONGOua3s34UzMB1p 17-0-0 I11 26-4-0 35dr11-077-0-53 3-0-0-0 1-0-0 Scale = 1:61.2 4,00 12 6x8 = 13 12 6x10 = 2x3 11 3x6 3,00 = 2.00 12 10E-0 20-4-8 26-4-0 34-0-0 f06-0 9.10-0 5-11.8 7.8-0 Plate Offsets (XY)-- 12:0-2-2.0-0-71,14:0-3-0,Edgel, 110:0-3-14,0-1-81 LOADING (Pat) SPACING- 2-0-0 CSI. DEFL. In goc) Well Ud PLATES GRIP TCLL 20.0 Plate GNP DOL 1.25 TC 0.64 Vert(L-) 0.75 13-14 >547 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(TL) -1.3413-14 >305 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.47 Horz(TL) 0.43 10 rda n/a BCDL 10.0 Code FBC2010TFP12007 (Matrix-M) Weight: 154111 FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 BOT CHORD WEBS 2x4 SP No.3*Except' WEBS 6-14:2x4 SP M 30 REACTIONS. (Its/size) 2=1297/0-8-0, 10=1327/0-8-0 Max Horz2=-179(LC 6) Max Upllft2=-795(LC 8), 10=-812(LC 8) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 Qb) or less except when shown. TOP CHORD 2-3=-5411/3066, 3-4=-5043/2790, 4-5=-5001/2793, 5-6=-5080/2898, 6-7=235411488, 7-8=-2341/1418,8-9=-2395/1404, 9-10= 2972/1706 BOT CHORD 2-14=-2823/5151, 13-14=-1003/2081, 12-13_ 1498/2759, 10-12=-1498/2759 WEBS 3-14=353/341, 5-14= 269/275, 6-14=-1731/3226, 6-13=-217/504, 9-13=-615/430 Structural wood sheathing directly applied or 2-8-8 oc puffins Rigid ceiling directly applied or 4-2-8 oc bracing. 1 Row at mldpl 6-14 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation guide. NOTES- 1) Unbalanced roof live loads have been considered for this design. ,� ,,S 1 A. 2) Wind: ASCE 7-10: Vu11=165mph (3-second gust) Vasd=128mph; TCDL=4.2psh BCDL=3.Opsf; h=14ft; B=62f1; L=34ft; eave=6fC � Cat. 11; �� tl Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.33 plate grip DOL=1.33 P 3) All plates are MT20 plates unless otherwise Indicated. ��� �`' • ...... 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. ,�� �, •��G E N 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. W 6) Beating at lolnt(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verity capacity * :• of beefing surface. 7) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 795 lb uplift at joint 2 and 812 1b uplift at joint 10. FL Cert. 6634 April 28,2015 ® WARNING -VeNty EeslgnparamafersandREADNOTESONTRISANDINCLUDEDMMICKREFERANCEPAGEMIF7473say, M6GOISBEFOREUSE. ■■■ Design valid for use coy Win Mack connectors. This design is based only upon parameters shown. and is for an hchidual bwldlnn component. Applicability of tleslgn parameters and proper Incomorallon of comportent Is responslbllity of bulldog designer- not teas designer. Dancing shown as for lateral support off--ro lual web members only. Additional temporary bracbg to hane stability during construction is the responBblllliy, of the KWICerector. Addllion al permanent bractrg of the overall slanetune Is the responsibility o1 the 5uldig designer. for general guldance, regarding tabrIcatlon. quality control,storage, delNery. election and becang. consult AN51/TPI 1 Quality Critana,DSB-89 and BC5l Building Component 6904 Parke East BNd. Safety Information avalable from Trans Rate Institute. 781 N. Lee Street. suite 312 Alexandfb. VA 22314. Temp., FL 33610 A6 ISPECIAL I I i I T7029138 4.00 12 3x12 = 2.00 12 Sx8 MT18HS 5 Enf`1 2x3 11 1064 75-0-0 6-0 20-0a 25.11-15 3d-0-0 4-5-12 4-0E 5-7-7 46 = Scale: 3/16-1, Plate Offsets (XY1- f2:0-1-15,Edgel, 14:03-O.Edgel, f5:0-4-0,0-2-61, 16:0-5-0,0-1-131, f7:0-2-7,Edge1 LOADING(psl) SPACING- 2-0-0 CSI. DEFL, In (too) Ildefl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.95 Ved(LL) 0.71 13-14 >573 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Ved(TL) -1.1414-17 >357 240 MT18HS 244/190 BOLL 0.0 ' Rep Stress Incr YES WB 0.70 Horz(TL) 0.42 9 We We BCDL 10.0 Code FBC20107TPI2007 (Matdx-M) Weight: 156 lb FT=046 LUMBER - TOP CHORD 2x4 SP M30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 5-14: 2x4 SP M 30 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation quicle. REACTIONS. (lb/size) 2=1298/0-8-0, 9=1326/0-8-0 Max Horz 2=-169(LC 6) Max Uplili2=-795(LC 8), 9=-812(LC 8) FORCES. gb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-549613179, 3-4=-4884/2659, 4-5=-4818Y2679, 5.6=-2295/1465, 6-7=-2323/1395, 7-8=-2331/1373, 8-9=-2996/1725 BOT CHORD 2-14=-2936/5236, 13-14=-1153/2342, 12-13=-1063/2160, 11-12=-1517/2784, 9-11=-1517/2784 WEBS 3-14=-639/643, 5-14=-1381/2737, 5-13=-504/228, 6-13=-233/615, 8-12= 727/513 NOTES- 1) Unbalanced roof live loads have been considered for this design. ,1S 1 �I�� 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psF BCDL=3.Ops1; h=1411; B=62ft; L=340; eave=6fl; Cat. II; A1111 `�\� ` Exp C; Encl.. GCpi=0.18; MWFRS (directional); Lumber DOL=1.33 plate grip DOL=1.33 3)Provide drainage to ,� -- ((ss p, q4 adequate prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated........... �� �\V,.•""" E N S''•.'9 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. -` �'•" 6) . This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 3938 fit between the bottom chord and any other members. 7) Beading at joint(s) 2 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) 01 tmss to bearing plate capable of withstanding 795 lb uplift at Joint 2 and 812Ito uplift at ATE joint 9. .: . .�0, ��, O R) Q P G\�,�• 41"r FL Cert. 6634 April 28,201 S Q WARNING-Varf/y Eeclpn pammelerc antl READ NOTES ON TNISANO INCLUDED MMEKNEFERANCEPAGEMIFT47l rev. OT/ MIS 6EFORCUSE Design valid for use onlywlth Welk connectors. This design B based only upon narometemshown, and is form lnalvldual building component. Applicability of design parameters and proper hoomorallon of component Is responslWlty, of building designer -not fuss designer. Bracing shown Is (or lateral �d of livIvlduai web members only. Addllbnal temporary bracing to insnue stabIlty dtving consfuclbn is the responsblllty, of the efector. Addltlornl permanent bradnp of the overall sfnrcNrekihe respomlblllN of the bAd0ld tlesignen For Oenefd 9Wdanca fegQtlNg MiTek' fa atk LgWitymnfol,storage,delNery.erecflonandbfocV.conMI ANSI/TPll CuantyCnite4a,DSB.89and BCSIBullding Component 6904 Parke East Blvd. Safety INormatlon avolloNe from loss Rale InsIllule. 781 N. Lee Street. Salle 312. Alexandra VA 222314. Tampa, FL 33610 Job Truss Truss Type Off,Ply 34 Celle De Lagos T]029139 72584 A] SPECIAL 1 1 Job Reference (optional) G ornerns I..a, ron Fla... rL 7.620 s Mar 272015 1351:072016 Pagel Scale = 1:62.3 6Y4U18 Staff = 5x12 = 2x3 11 415 = 3.10 = 2.00 F12 1114-020-0-e I 15 i 340577Ed 3-5-1-02 a-0-1 Plate Offsets (X.Y)-- f2:0-2-6.0-0-71, f4:0-5-0,0-1-131 LOADING (psf) SPACING- 2-0-0 CSI. DEFL In goo) Udell Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.64 Ver1g-Q 0.69 10-11 >594 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Ven(TL) -1.2610-11 >325 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress liner YES WB 0.98 Horz(TL) 0.42 7 rda rVa BCDL 10.0 Code FBC2010/rP12007 (Matrix-M) Weight: 149 to FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1297/0-8-0, 7=1327/0-8-0 Max Horz2= 149(LC 6) Max Upllft2= 795(LC 8), 7=-812(LC 8) FORCES. Qb) - Max. ComplMax. Ten. - All forces 250 Qb) or less except when shown. TOP CHORD 2-3=-5456/3113, 3-4-4936/2699, 4-5— 2180/1378, 5-6= 2386/1417, 6-7=-2947/1691 BOT CHORD 2-11— 2870/5197, 10-11— 1447/2838, 9-10=-1480/2733, 7-9-1480/2733 WEBS 3-11=-508/531,4-11=-1193/2479, 4-10=-839/425, 5-10=-169/462, 6-10=-593/426 Structural wood sheathing directly applied or 2-9-3 oc punlns Rigid calling directly applied or 4-2-3 GO bracing. MITek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation guide. 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.Opsh, h=14ft; B=62ft; L=34ft eave=6fb Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); Lumber DOL=1.33 plate grip DOL=1.33 (� r111 //��� 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. ���`, rj A. -- r^, P q • • • �e ��� 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Ops1 on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 Wide will ��` O\V` • •' ,�� .r • �,\ G E N S •'•.9 �% fit between the bottom chord and any other members. 7) Bearing at joints) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity 39380 of bearing surface. 8) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 7951b uplift at joint 2 and 8121b uplift at joint 7. •���� c( OR % V P ,ONAI-% FL Cert. 6634 April 28,2015 A WARNING- Vedlydeslgn parameter. and BEAD NOTES ON TN/SAND INCLUDED MmEK REFEBANCE PAGE 11111-7473 rov. OW642015BEFOBE USE. ■■■■■ Design valid for use only with MBek connectors. IDlsdesbn b based only upon naramelelsshown. and Is for on Indvldual bulldW componenl. Applicability of design paometen and aoper Incorporallon of component Is resltonslblllty, of building dedgner - not truss designer. Bracing shown islorlateralsuppodoft dM wlwebmembasoNy. Additional temporary bating to Insurestability during conshuctbnisthe iespon"Ilyofthe MOWerector. AddOorad permanent bloatingof fine overall structure is Ina mspons9tBlN oftt blfldxl designer. For general guidance regarding folk-alk¢ quality central, storage. delivery. erection and tractag, crnuull ANSONI Quality Criledo,OSB-89 and BCSI Building Component 6904 Parke East Blvd. Solely Information avolloble from Truss Nate InIIMe. 781 N. Lee Sheet Sulte 312 Alexandrb, VA 22314. Tattles, FL 33610 Job Truss Truss Type Ory ply 34 Cali. De Logos T]029140 I 72584 AB HIP 1 1 Job Reference o tional Chambers Truss, Fort Mr. , FL 4x4 = 4.00 12 4 20 merx 3x4 = 4x4 = 5 21 6 Inc. Too Act 28 13.61:00 2015 Scale = 1:60.3 13 12 11 10 3x6 = 2x3 11 5x10 = 5x10 = as 11 3x6 = 12-0-0 22-0-0 26-]-s 34-0-0 4J-5 10-0-0 4-7-5 74 -11 Plate Offsets (X Y)-- f2:0-0-2 Edael 18:0-0-2 Etlgel fl l:0-4-12.0-3-01 112:0-4-12 0.3-01 LOADING(psf) SPACING- 2-0-0 CS]. DEFL. In ODD) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Veh(LL) -0.27 11-12 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Ven(TL) -0.7811-12 >521 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.29 Hom(TL) 0.14 8 Na n/a BCDL 10.0 Code FBC2010/rP12007 (Matrix-M) Wind(-L) 0.2811-12 >999 240 Weight: 15716 FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1312/0-8-0, 8=1312/0-8.0 BRACING - TOP CHORD Structural wood sheathing directly applied or4-0-7 oc puffins. BOT CHORD Rigid ceiling directly applied or 6-5-3 oc bracing. MiTek recommends that Stabllizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. Max Horz2=129(1_0 6) Max Upllft2=-701(LC 8). 8=-701(LC 8) FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 2972/1476, 3.4=-2515/1273, 4-20= 2343(1239, 5-20=-2343/1239, 5-21=-2343/1239, 6-21 =-2343/1239, 6-7=-2515/1273, 7-8=-2972/1476 BOT CHORD 2-13=-1282/2762, 12-13=1282/2762, 11-12=-1150/2529, 10-11_ 1282/2762, 8-10=-1282/2762 WEBS 3-12-488/343, 4-12=-202/554, 5-12= 370/217, 5-11=-370/217, 6-11=-202/554, 7-11=-488/343 NOTES- °.SIIAI. 1) Unbalanced roof live loads have been considered for this design. `� ��� I 2) Wind: ASCE 7-10: Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psh BCDL=6.Opsf; h=1411; B=62ft; L=34f1; eave=4ft; Cat. II;p�p. ` q q� ^ I, • •' Exp C; Encl., GCpl=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 �� Q`-•. •'' CT _" G E IV 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 nonconcument with any other live loads.-•��' 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will 3938 fit between the bottom chord and any other members. TY 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 701 Its uplift at Joint 2 and 701 lb uplift at •r Joint 8. •' •� 7)'Semi-dgitl pitchbreaks Including heels' Member end fixity model was used in the analysis and design of this truss. : ATE : i I , O R , 'D �. ,oNA' FL Cert. 6634 April 28,2015 0 WARNING-Vahtydeslgn parameters and READ NOTES ON TN/SAND INCLUDED MmEKREFERANCEPAGEMIP74"nov. M64201SBEFOREUSE. Design valld for use onlywlth M9ek connectors. Ihls design is based only upon parametems own. and is for an krdlNduai bWltllrxl component. Applk:abety of dedon parameteisand proper Incorporallon otcomponent Is mspoM Nllfy of bWlding designer -not truss designer. Bracing shown Is for lateral support of IncrAdual web members only. Addlllonal temporary bracing to imsee stab011y duff' consim1bn Is the respomaaallfy of the MiTek' erector. Aadiflonal permanent tomcirq olthe overall struckne is the respo ffy of the bulc8ngdestgner. For general guidance regacling fabricallam quallly control. storage, deMiy.erecikm and brochg. carnal ANSI/TPI I Quality Criteria,DSB-89 and BCSl Building Component 6904 Perk. Encl BNd. Safety Informallon avalabae from Truss Rate Im111We, 781 N. Lea Street, Suite 312, Alexandria, VA 22314. Terry., FL 33610 Job Truss Truss Type Uty Fly34 Gelie De Legos T7029141 ]2584 A9 HIP 1 1 Job Reference (optional) wamaars truss, Yon Ire.., IL 1-0-0 6-7-15 10-04 ' W 67-15 3-4-1 4.00 F12 N_. 7-0-0 4x8 = 4 21 7-0-0 2x3 11 4x8 = 5 22 6 ss i ex ineusirres, mu. ,rue e" as m.m.ve eu,a rage , Scale=1:60.1 14 13 12 11 10 4x5 = 3.4 = 3x6 = 3x5 = 3x6 = 3x4 = 4x5 = 10-1-12 17-0-0 23-10-4 34-0-0 10Ad9 Rd(4d fi-1a-d 10-1-19 Plate Offsets (X Y)-- 12:0-2-14 Edgel 14:0-5-4 0-2-01 f6:0-5-4.0-2-01 f8:0-2-14 Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL In (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Ved(LL) 0.36 12 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Verl(TL) -0.5612-14 >723 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.41 Horz(TL) 0.14 a n/a nta BCDL 10.0 Code FBC2010/rP12007 (Matrix-M) Weight: 153 lb FT=O% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1312/0-8-0, 8=1312/0-8-0 Max Horz 2=-109(LC 6) Max Upll112=-803(LC 8), 8— 803(LC 8) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-11-0 oc purims. BOT CHORD Rigid ceiling directly applied or 5-10-10 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3— 2958/1760, 3-4=-2708/1605, 4-21=-310011900, 5-21=3100/1900, 5-22=-3100/1900, 6-22=-3100/1900,6-7=-270811605,7-8=-2958/1760 BOT CHORD 2-14=-1556/2752, 13-14=1342/2562, 12-13=-1342/2562, 11-12=-1342/2562, 10-11=-1342/2562, 8-10= 1556/2752 WEBS 4-14-77/372, 6-10=-77/372, 5-12=-400/360, 3-14=-255/253, 4-12=-375)727, 6-12= 375/727, 7-10=-256/253 NOTES- 1111111 1) Unbalanced roof live loads have been considered for this design. \�`1115 A- 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14fC B=62ft; L=34fh eave=6ft; Cat. II; P. Exp C; Encl., GCpl=0.18; MW FRS (directional); Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed fora 10.0 per 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 will f 39 lit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 803 lb uplift at Joint 2 and 803 lb uplift at _ Joint 8. OR10A� )NAB-E�P`4 'nn1n11` FL Cert. 6634 April 28,2015 ® WARNING. VerlfydeslgnparametersandREADNOTES ONWMANDINCLUDED M/FEKREFERANCEPAGEMIh74l3rev.02/164?OISSEFOREUSE ■ Design valid for use ody with Mnek connectors. this design is based only upon lxeamoters show. and is for an lndvIdual building component. Applicability of design parameters and l oper lncmporallon of component is resPonslblllN of building designer- nor truss designer.&acing shown i•Y■ Isforlateralsvpporlotin Mdu lwebmembersohiy. Additional temporary bracing to Insure stability during construction Is the resporaiNlity, of the MiTek' erector. fabrication quality control, storage. delivery, erection and Uwhg, consul ANSI/7PI 16uu6ty Criteria, DBMS, and BC51 Building Component 6904 Parke East Blvd. Barely INormatlen avollable from Truss Rate IsstlMe, 781 N. Lee Steel. SUIe 312 Alexandria. VA 22314. Tanya, FL 33610 Job Truss Truss Type Cry Fly Cuts De Legos T7028142 ]2564 GflA HIP 1 1 Job Reference (optional Chambers Truss, Fod Pierre, FL 7,620 s Mar 272015 MTek Industries, Inc. Tue Apr 28 13:51:10 2015 Pages ID; etClcxC3ixVV?huls?ypJyuFUK-17oY6ur1 KAau5UPp5zFCLiMne6RxJyOTVhgGD FzM B11 1-0 a-0-0 11-1-1 17-0-0 186-0 22-2-2 26-0-0 34-0-0 5-0 5-10.15 76-0 341.2 3-&14 60-0 -00 Scale = 1:62.3 3t`N d 3x6 II 3x6 = 6x8 = 3x6 = 6x8 = 4x4 = 3x4 % 6x8 = 8-0-0 a-0-0 tt-1-1 16E-0 2b-0-0 a4uu Plate Offsets 04Y)-- 12:0-3-14,0-1-81 13:0-5-0Edged 121:0-3-4 Edged 122:0-2-10 Edged f24:03-8 0-3-01 f27:0-3-8 0-3-01 LOADING (Pat) SPACING- 2-0-0 CSI. DEFL in floc) Vdetl Ud PLATES GRIP TOLL 20.0 Plate Gdp DOL 1.25 TO 1.00 Ven(LL) 0.09 24-35 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Ved(TL) -0.1924-26 >966 240 BOLL 0.0 ' Rep Stress Incr NO W B 0.98 Horz(TL) 0.03 22 n/a n/a BCDL 10.0 Code FBC2010rTP12007 (Matrix-M) Weight: 194 lb FT=-0% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-7-9 oc purims. Except: BOT CHORD 2x4 SP M 30 1 Row at midpt 8-21 WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 Do bracing. JOINTS 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. REACTIONS. All bearings 0-8-0. (Ib) - Max Horz2_ 165(LC 6) Max Uplift All uplift 1001b or less at joint(s) except 2— 368(LC 8), 27=-1155(LC 8). 26=-1475(LC 8), 22= 640(LC 8) Max Grav All reactions 2501b or less at joint(s) except 2=517(LC 19), 27=2209(LC 13), 26=2906(LC 14), 22=975(LC 14) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1317/704, 3-5=-341/868, 5-7= 611/1223, 7-8=-611/l223, 8.10=-611/1223, 10-12=611/1223, 12-13=-611/1223, 13-15=-611/1223, 15-16=-611/1223, 16-18=-611/1223,18-20=-2159/1238, 20-21=-2159/1238, 21-22� 2200/1230, \\\S 11A111/// 4-6=168/262, 6.9= 142/324, 9-11= 117/373, 11-14=-204/423, 14-17=-109/288, 19-21=-159/269 ♦♦ / ♦ P ' q�e/,� BOT CHORD 2-29=-784/7542, 28-29= 169/491, 27-28=-169/491, 26-27=-785/470, 25-26=-367/614, 24-25_ 367/614, 22-24=-1072/2049 �♦ .•... � •� C' E N 3 • •' 9 '� ���"d WEBS 3-29= 451/1100, 3-27= 1721/917, 5-27=-722/584, 5-26=-535/332, 13-26=-951/623, 18-26=-2350/1426, 18-24=-869/1769, 21-24=-16/359, 4-5= 573/475, 19-20=314/280, �♦ . 3938 14-15= 548/386, 11-12= 27W85 NOTES- ! •. 1) Unbalanced roof live loads have been considered for this design. �(rr ATE 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=6211; L=341C eave=blt; Cal. 11; 0O : . Exit C; Encl., GCpl=0.18; MW FRS (directional); Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to water ](. ����'•. < 0 P. \��` prevent porting. 4) All plates are 2x3 MT20 unless otherwise Indicated. p R �sS '' • • • • •' ��%, j/ ; �O E 5) This truss has been designed for a 10.0 par bottom chord live load nonconcurent with any other live loads. 3-6-0 tall by 2-0-0 N A1- % //////1 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle wide will 1111\\\\\ fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 368 lb uplift at Joint 2, 11551b uplift at joint 27, 1475 Ib uplift at joint 26 and 640 Ito uplift at joint 22. FL Cert. 6634 8) Graphical puffin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. April 28,2015 A WARNING - Vertly deslgn pararriaters and READ NOTES ON THIS AND INCLUDED M1TEK REFERANCE PAGE MIP7473 rev. 021 STO1 S BEFORE USE Design valid for use only with Maek connectors. This design is based only upon Parometers shown, and Is for an Individual building component. Applicability of Carton Monnefeds and proper Incorpmallon of component It rodporebllty, of bantling deslgrler - not inns dedgner. Bracing shown h for lateral suppod of IndMdual web members only. Addltiorwt temporarybracing to hsme s oUltyduring construction is the mspon Ntlty, of itre MiTek' elector. AdditionalpermallentbdadfgOfineOveraisOucMeISth,nesponsibIlltyOfthebU l designer. Fmgeourat guidance regoddho fadicaf-rx quality conhol,storage, deiNery. erec8on aril bracirg, conttdt ANSVTPll Quality Criteria, DSB-89 and SCSI Building Component 6904 Perks East Blvd. Safety Information ovahath, from Truss Rate Otttltule. 781 N. Lee Sheet. Sulte 312, Alexandria VA 22314. Taws, FL 33610 Job Trun Truss Type Cry Pry 34 Celle De Loom TJ02B142 725U GRA HIP 1 1 I Job Reference (optional) Chembeu Truss, Fad Pierce, FL 7.620 s Mar 272015 Mifek Industries,hrc. Too Apr 2813:51:112015 Paget ID: _etClcxC3ixW7huls7ypJyuFUK-DJMwJDsg5Til4d_4fhmRuwvyO WnA2PedkLaglhzMBlk NOTES- 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 967 lb down and 461 Ito up at 26-0-0, and 9671b down and 461 lb up at 6-0-0 on bottom chord. The designiselection of such connection device(s) Is the responsibility of others. 10) 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: 1-3=-44, 21-23=-44, 29-30=-20, 24-29=-47(F=-27), 24-33=-20,3-11= 103(F=-59), 11-21= 103(F=-59) Concentrated Loads (lb) Vert: 29=-555(F)24=-555(F) Q WARNING-VerflydeslSn earardeforanad READ NOTES ON MISAND INCLUDED MITEKREFERANCE PAGEM11-7473 rev. OWWO15 BEFORE USE. ■ Design valid for use on y WIh Mllek connecfom AB design is based only upon parameters Mravn. and is for an Individual buAding component. Appiicab9lly of design parameters and proper Incorporallon of component Is responslinI y of building designer- not tarss designer. Bracing shown Is for lateral support of IndMdual web members only. Additional temporary bracing to Insure stabkily during construction is the responslbllllN of the M!Tek' erector. Additional permanent bracBg of the overall structure is the resporssksliy of the building designer. Forgeneral guidance regarding falxlcallon, quality control, storage. AelNery, erection antl bracing, consul ANSI/TPII Quanly Cdteda, DSB-89 and BC51 Building Component 6904 Parke East Blvd. Safety Inrormation avaOal it= Tn>s Rate Imillule. 781 N. Lee Sheet, Suite 312 Alexandria, VA 22314. TaWa, FL 33810 Job Truss Truss Type Oy Ply 34Ca1le De Logos T7028143 726M GRB HIP 1 p G Job Reference (optional)_ Chambers Truss, Fod Pierre, FL 6-0 9 = 4.00 12 Sx6 3.4 = 5-10.13 4x6 = 3,08 = Sx6 = Scale = 1:60.1 15 14 13 12 1/ 10 4x8 = 6x8 — 5x8 MT18HS= 3x4 = 2x3 II 6x8 = 4x6 = 5X5 MT18HS= 8-0-0 14-0-9 19-11-7 26-0-0 34-0-0 8.0-0 6-0-9 5-11.13 6.0 9 8-0-0 Plate Offsets (X Y)-- 15:0-3-0 Edgel 110:0-3-8 0-3-01 115:0-3-8,0-3-01 LOADING (psf) SPACING- 2-0-0 CS]. DEFL in (lot) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.65 12-13 >623 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Ven(TL) -1.0012-13 >407 240 MT18HS 244/190 BCLL 0.0 • Rep Stress Incr NO WB 0.56 Horz(TL) 0.23 8 n/a file BCDL 10.0 Code FBC2010ITP12007 (Matrix-M) Weight: 295 Ib FT=O1 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=250510-8.0, 8=2505/0-8-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-14 oc puffins. BOT CHORD Rigid ceiling directly applied or 6-3-4 oc bracing. Max Horz2=-76(LC 6) Max Upllft2=-1894(LC 8). 8=-1894(LC 8) Max Grav2=3323(10 13), 8=3323(LC 14) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-9228/5018, 3-22=-8831/4873, 4-22= 8831/4873, 4-5=-11523/6404, 5-6=-11523/6404, 6-23=-8832/4873, 7-23>8832/4873, 7-8=.9228/5018 BOT CHORD 2-15=-4634/8750, 14-15— 6222/11542, 13-14=-6222/11542, 12-13=6223/11532, 11-12_ 6223111532, 10-11=-6223/11532, 8-10_ 4634/8694 WEBS 3-15=-1058/2379,4-15=-3076/1684,4-13=0/412, 6-12=0/412, 6-10=-3075/1685, 7-10=-1059/2378 NOTES- 1) 2-ply truss to be connected together Top chords connected as follows: 20 t nails as follows: 1 row at 0-7-0 oc, Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. ,,,�� O\V........... Webs connected as follows: 2x4 - i row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except If noted as front (F) or back (8) face In the LOAD CASE(S) section. Ply to ply �� connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. : 3938 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsl; h=14ft; B=62ft; L=3411; eave=4lt; Cal. II;= Exp C; Encl., GCpl=0.18; MW FRS (directional); Lumber DOL=1.33 plate gdp DOL=1.33 — 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. i . AT E �• <f/ 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • i �� p;� 'ii�C� 8) 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 • O R (Q ��,�� fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1894111 uplift at joint 2 and 1894 lb uplift at �'�,ss %% e �p N A� Joint 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 967lb down and 461 Ib up at 26.0-0, and 9671b down and 461 to up at 8.0.0 on bottom chord. The destgrdsetecffon of such connection device(s) is the responsibility of others. FL Cert. 6634 LOAD CASE(S) Standard April 28,2015 ® WARNING- Ardly des,lgn parameters, and READ NOTES ON THIS AND INCLUDED MITEK REFERANLE PAGE MIF74T3 rev. OV1,W015 BEFORE USE. Design void for Use only wllh Mffek connectors. Ws design E based only upon paramelers shown, and Is for an "Actual hulding component. Applicability of design parameters and proper hcolporallon of component Is responsibility of bdldhg designer- not tear designer. Bracing shown Is for lateral support ofiW dual web members only. Additional temporary Mating to inure stability duMg construction is the responSWliy, of the MiTek' erector. AdditionalpelmanenlMacngoftheoverallslnlclureBiheresponsbliyofthebuidigdesigner.Forgeneralguidanceregarding 'Woollen, clually control, sfaage,delivery, erection and prolong. conwit ANSUTP11 Quality Criteria, DSB.89 and BCSI Building Component 6904 Parke East Blvd. salary Information evaluate from Truss Plate natitule. 781 N. Lee Street, Sulte 312 Alexandtla VA 22314. Tanya. FL 33610 Job Truss TruIns Type ary Ply 35 Cana De Lagos T7o29ta3 725" GOB HIP 1 2 Job Reference(optional) Chambere Truss, Fad Pierce, FL 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, 15-16=-20, 10-15-49(F-29), 10-19— 20 Concentrated Loads (lb) Vert: 15=-555(F) 10=-555(F) 7,620 a Mat 272015 MTek Industries, Inc. Too Apr 28 13,51:12 2015 Pogg92 ID:SrRaEyyrg04M78G4raWBLWyuFUJ-hVwIWZtlsngc!nZf3COHgQ7RDuw?onzSmz JNH7zMBlj Q WARNING -Verify doalgn paramerom and READ NOTES ON MIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev. 0271E4?015 BEFORE USE. Design valid for use only with MBek connectors. This design Is based only Orton parameters shown, and Is for an Indlddual WIlding component. �� App cabnlry mpe of ca sign parameters and pmf Incoryoratlon of component Is rasporslbnity, of balding designer- not tmz designer. Bracing stlown Is for lateral suppon of Irl fivldual Web members only. Addlllonal temporary br=IW to Insure stability during construction h the responskAlty of the M!Tek' erecfor. Addinonol permanent brackq of the oveN i stmclure h the respors illyof the balding designer. Fmgerleral guidance regardhg faMmibrt quality control storage. deMery, erecBon arltl bactrg, consWI ANSIMPII Duallty Criteda,DSB-89and BCSI Building Component 6904 Parke East Blvd. Safety Information avolloble lf= Truss Rate Iradflute. 781 N. Lee Street, SWIe 312 Alexcro rla, VA 22314. Tanya, FL 33610 Job Truss I los6 I ype Oty Ply 34 Celle De Lagos T7029144 72584 J2 MONO TRUSS 8 1 Job Reference o florist Croatia.. Truss, Foa Pierce. FL 7.620 s Met 2720I5 MiTek tntlustdas, Inc. Tue Apr 2813:51:12 2015 Pagel ID:xl?zSlzTbJCDIItGPHI OWryuFUI-hVwl WZtlsngcinZBCOHg07RKtmDknSGmz_JN H7zMB1j Refer to MiTek "TOE -NAIL" Detail for connection to supporting carrier truss (typ all applicable jacks an this job) 3x4 = LOADING(psl) SPACING- 2-0-0 CSI. DEFL in Qoc) Udell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(ILL) -0.00 7 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Ven(TL) -0.00 7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a Na BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=37/Mechanical, 2=143/0-8-0, 4=21/Mechanical Max Horz 2=67(LC 8) Max Upllit3=-30(LC 8). 2=-131(LC 8), 4=-3(LC 5) Max Gmv3=37(LC 13), 2=143(LC 1), 4=29(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 Qb) or less except when shown. Scale = 1:7.9 PLATES GRIP MT20 244/190 Weight: 8111 FT=0% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc pudlns. BOT CHORD Rigid telling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during Truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Cpsf; h=14f; B=62f; L=34f ; eave=6f1; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 30111 uplift at joint 3, 131 lb uplift at joint 2 and 3lb uplift at joint 4. S1 11111, %GENS 3938 ITE R 1 O����� tmt►�A 0 FL Eert 6634 April 28,2015 0 WARNING-Verl7y design parameters and READ NOTES ON THIS AND INCLUDEOM/TEK REFERANCEPAGEMIP7473Tev. 4176,2115 BEFOREUSE. Design valid for use onlywllh Mlfek connectors. This design Is based only upon parametersahovm, and Is for an halvlduai build W component. Mdicabi IN of design Parameters and proper incorporation of component Is responslMllty, of od1ding designer- not has deugner. Bracing strovm Is for lateral support of Irdlvidual web members only. Additional temporary bracing to IOwre stability dtnhg construction Is the responU00ilty of The MiTek' erector. Additional permanent braglrxf of the overall structure Is the resporWgilty, of the buildingdesigner. For general guidance regOrdhg robdcatlon, qualify control, storage, delivery, erection and bracing, consult ANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East BNtl. Safety Information available from I= Rate Inetlfute, 781 N. Lee Street, Sulfe 312, M.kcniria, VA 22314. Terry., FL 33610 Job russ Truss Type Cry Ply 34 Calle De Lagoa TI029145 72584 J4 MONO TRUSS 8 1 I Job Reference o Donal Chambers Truse, Fort Pierce, FL 3x4 = 7.620 s Mar 27 N15 MTek Induslries, Inc. Tue Apr 2813:51:12 2015 Page 1 ID:PDYLfd_5MdK4MSOTz7Zf RxyuFUH-hVwl W ZtlsngcinZBCOHgO7RJNwBdnSGmz_INH7zMBij LOADING (Pat) SPACING- 2-0-0 CSI. DEFL, in Qoc) Vdefl Ltd TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.01 4-7 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(TL) -0.02 4-7 >999 240 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC201OITP12007 (Matrix-M) LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=79/Mechanical, 2=229/0-8-0, 4=39/Mechanical Max Horz2=104(LC 8) Max Upllft3=-75(LC 8), 2=171(LC 8). 4_ 2(LC 8) Max Gmv3=79(1_0 1), 2=229(LC 1), 4=60(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 Qb) or less except when shown. TOP CHORD 2-3=270/107 BOT CHORD 2-4=-165/303 Scale=1:11.2 PLATES GRIP MT20 2441190 Weight: 14 lb FT=O% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psh BCDL=3.Opsh h=141t; B=62ft; L=34f; eave=6fl; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 par bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ,11 r 111 r fit between the bottom chord and any other members. N%�, A• 4) Refer to girder(s) for truss to truss connections. � PS 5) Provide mechanical connection (by others) of those to bearing plate capable of withstanding 75 It, uplift at joint 3, 171 Its uplift at joint 2 ,�� p�. • G E N and 2 lb uplift at joint 4. `% •'�\ Mir ATE :�44/ OR1VPN )NA1 ��0�• rill nit %% FL Cert. 6634 April 28,2015 ®WARNING - Venrydealgaparameters and READ NOTES ON THISAND INCLUDEDMITEKREFERANCEPAGEMII-7473rev. 02tI6rz015aEFORE USE ■■■ Design valid for use only with MBek connectors. This design is based only upon parameters shown, and Is for an lndlvidual hurdling component. �Q Applicability of design parameters and proper lncomorallon of component is resporslblllty, of Wlding designer- not tnrss designer. Bracing shown ` Is for lateral support oflndMduol web members only. Additional femporary bracing to llsure stability during construction is the responsibility of the MiTek' erector. Additional peenanenl braclrxl ofthe overall structure sthe respomRdllty of the building designer. Forgeneral guldance regarding fabrication, quallty control, storage. delivery, erec8on and bracing, consult ANSI/TPI I Guallly Criteria, DSB-89 and BCSI Building component 6904 Parke East BNtl. Safety Information available from Truss Rate Instllule, 781 N. Lee Shoat, Salto 312. Alexandria, VA 22314. Tmrya, FL 33610 Job Truss Trues Type aty Ply 34 Cslle De Lsgos T]028146 72584 46 MONOTRUSS 8 1 1 Job Reference Ronal Chmmbers Truss, Fod Piece, FL 3x4 = 7.620 s Mar 27 2015 MRek Industries, Inc. Tun Apr 2B 13:51:13 2015 Page 1 ID:tP6jtzJ7xSx_c rA4l¢9yuFUG-9iUgkvtwd5yTJx8Om6pvzL_POKSyV"VwBe&gazMBlI LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In (loc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TO 0.55 Ver1(LL) 0.04 4-7 >999 360 TOOL 7.0 Lumber DOL 1.25 BC 0.42 Vert(TL) -0.09 4-7 >790 240 BOLL 0.0 ' Rep Stress [nor YES WB 0.00 Horz(TL) 0.00 2 n/a n1a BCDL 10.0 Code FBC2010TFP12007 (Matrix-M) LUMBER - TOP CHORD 2x4 SP No.3 SOT CHORD 2x4 SP No.3 REACTIONS. (Ib/size) 3=120/Mechanical, 2=321/0.8-0, 4S4/Mechanical Max Horz2=142(LC 8) Max Up1ifi3=-117(LC 8), 2=-218(LC 8) Max Grav3=120(LC 1). 2=321(LC 1), 4=89(LC 3) FORCES. (lb) -Max. CompJMax. Ten. -All forces 260 (Ib) or less except when shown. TOP CHORD 2-3=-694/372 BOT CHORD 2-4=-502/800 Scale = 1:14.8 PLATES GRIP MT20 244/190 Weight: 20 to FT=O/ BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation oulde. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsh h=141t; 3=62ft; L=341t; eave=6ft; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Wit ,,,� 11 f Ili ri, fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to Imes connections. , �� �I ' A. bearing 1171b uplift at 3 and 2161Is uplift at •• 49 ��� 5) Provide mechanical connection (by others) of truss to plate capable of withstanding Joint 2. `�� Off.• G E N •�,� 3•.-9�iy joint :��`�; 3938 _ •ra z ATE :��Z S/ONAk- ��`��`• FL Cert. 6634 April 28,2015 Q WARNING-Vanrydeslgn parameters and BEAD NOTES ON MIS AND INCLUOED MITEKPEFERANCE PAGE Ms,7479 mv.0iVIW015 BEFORE USE. Design valid form only with MBek connectors. IDh design h based only upon parameters shown, and Is for an Individual building component. �� Applkabglly of design parameters and proper Incorporation of component Isruibl respollty of bullding designer -not tms designer. Brach shown Is for lateral wppod of Individual web members only. Addltlonal temporary bracing to Insure stability during construction Is the reswWb9111y of the MiTek' erector. Addifical permanent n,,,JW of the overall s0ucture h the responi lty of the M4lding designer. For general gMdx ae regarding fabdcollon, quality control. storage, delivery. erection and bracing, consult ANSUTPl t Quality Criteria,DSB-89 and Bost Building Component 6904 Parka East BNd. Safety Information makable from Tms Rate Institute. 781 N. Lee Street. Suite 312, AlexanmkL VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply a4 Celle De Lorca T702919] 72584 J8 MONO TRUSS 20 1 Job Reference (optional) Chambers Tmse For! Piece, FL 3x4 = 1.62e 5 Mar '212U1b MI I OK lydUS 16S,lOq I Us apr2tl 1 C:01:132U1b rageI I D:tP6jtz j7xSx_c_fxi4uzgyuFUG-9iUgkvtwd5yTJx8Om6pvzL_SEKMP W YVwl3e3xgazMBl i LOADING (Pat) SPACING- 2-0-0 CSI. DE". in (too) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.10 4-7 >972 360 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(TL) -0.27 4-7 >350 240 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 Horz(TL) o.ol 2 n/a n/a BCDL 10.0 Code FBC2010rFP12007 (Matrix-M) LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=164/Mechanical, 2=411/0-8-0, 4=68/Mechanical Max Herz 2=180(LC 8) Max Uplifl3=-160(LC 8), 2=-265(LC 8) Max Grav3=164(LC 1), 2=411(LC 1), 4=118(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1407/824 BOT CHORD 2-4=-941/1431 Scale = 1:177 PLATES GRIP MT20 244/190 Weight: 26 lb FI'=0% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-11-4 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Slabllizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation Guide. NOTES- 1) Wind: ASCE 7-10; Vull=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14fC 3=62fh L=3411; eave=6ft; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrenl with any other live loads. 11S 1111 r 1/1 �11 3)' This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ♦♦♦ ♦♦ ♦ PA� ��i� 4) Refer to girder(s) for truss to truss connections. Q`;. • ...... • '• a 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1601le uplift at joint 3 and 2651b uplift at ,♦�♦ :���� '�\ ,3 •_ i1 •—r joint 2. 3938 ATE <C! %♦ FL Cert. 6634 April 28,2015 ®WARNING -Vedry deslgnparanotors Md READ NOTES ON TRISANDINCLUDED MREKREFERANCE PAGEMI474T3.1 OVIWO15 BEFORE USE ■■ Design valld for use only with Mllek connectors. this design is based only upon parameters shown, and is for an lndlviduol building component. AppkabNlly of design parameters and proper hcomorollon of component 6 resparcra ry of bullding designer - nor Buss designer. tracing shown is for lateral suppotl oflndividual web members only. Additional temporary bracing to Insure stability during construction is the respolsollily of the MOWerecrar. Atltlltlonal permanent bracing of the overall strucNre klhe responUbllity of the UuNWrlg tlesigrler. Forgeneral0111tlarlpe regardln0 fabdcoffon, quality control, storage,delivery, erection and bracing, consult ANSI/TPII Quality CrIksla,DSB-89 and BCSI Building Component 6904 Padre East Bind, Safety Information available from Truss Rate Institute. 781 N. Lee Street, Sulle 312, Alexandria. VA 22314. Temps, FL 33610 Job Truss Truss Type Oty Ply 34 Celle De L.9.$ TIo29148 725M KiB MONOTRUSS 4 1 1 Job Reference o lional Chambers Truss, Fort Pierce, FL Scale = 1:20.8 3x4 = 5 3x4 = LOADING (psi) SPACING- 2-0-0 CS1. DEFL. in (too) Well L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(L) 0.05 7-10 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Ven(TL) -0.11 7-10 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.44 Horz(Q 0.02 6 Na n/a BCDL 10.0 Cade FBC2010/rP12007 (Matdx-M) LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=169/Mechanical, 2=413/0-11-5, 6=492/Mechanical Max Horz2=244(LC 8) Max Uplift4=-207(LC 8), 2=-312(LC 8), 6=-277(LC 8) Max Grav4=249(LC 13), 2=482(LC 2), 6=576(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 Qb) or less except when shown. TOP CHORD 2-3=-1090/498 BOT CHORD 2-7=662/1077, 6-7=-662/1077 WEBS 3-7=0/309, 3-6=-1183/727 PLATES GRIP MT20 244/190 Weight: 441to FT=0% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 9-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vull=165mph (3-second gust) Vasd=128mph; TCDL=4.2psh BCDL=3.Opsh h=141k B=6210 L=3411; eave=6ft; Cal. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.33 plate Grip DOL=1.33 2) This truss is not designed to support a ceiling and is not Intended for use where aesthetics are a consideration. 3) This Truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable o1 withstanding 2071b uplift at joint 4, 3121b uplift at joint 2 and 277(b uplift at joint 6. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1,25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2— 44 Trapezoidal Loads (pit) Vert: 2-0(F=22, B=22)-to-4=-124(F=40, B=-40), 8=0(F=10, B=10)-to.5=-56(F=18, B= 18) %`,`%% BPS 1 Au 0 "1 E N ` 3931 ('S�<0R"I N' .0S1 0 NA; jo FL Cert. 6634 April 28,2015 ® WARNING - Wrdlydesiga Paramelersaad READ NOTES ON MIS AND INCLUDEDMRfKREFERANCEPAGEMIF74" rov. O271SGOIS BEFOREUSE. Design vold for use onlywlth MBek connectors. This desgn Is based only upon parameters shown, and is for an hdlvldsal bullding component. SotApplicabilityof design parometen and proper Incorporallon of component Is respandIbIlly of bullding designer - not truss designer. Bracing shown is for lateral support of fins Mdual web members only. Additional temporary bracing to Insure stabAlty, duAng construction Is the respora telilly of the MiTek' erecter. AddffonalpermanentbracltgoftWoverdlstmcwrebtherespo liyofthatwudlrgdesigmr.Forgemrmgdd eregarding fabrication. qually control.storage, delNery, erecibnoM brocmg. consult ANSIITP11 Quality criteria,DSB-89 and SCSI Building Component 004 Perk. East BNd. Wish, Information we able from Turns Rate Institute. 781 N. Lee Sheet. Sulte 312. Alexmdrla, VA 22314. Tampa, FL 33610 Symbols PLATE LOCATION AND ORIENTATION 3/4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0' /1 dr For 4 x 2 orientation, locate plates 0-'Ad' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate width measured perpendicular 4 X 4 to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION -7 Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPII : National Design Specification for Metal Plate Connected Wood Truss Construction, DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses, Numbering System 648 dimensions shown in sixteenths scale) (Drawings not to scale) JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 © 2012 MiTek® All Rights Reserved MiTek Engineering Reference Sheet: MII-7473 rev. 02/16/2016 ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by on engineer. For wide truss spacing, individual lateral braces themselves may require bracing. or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, prop" owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss of each joint and embed fully. Knots and wane al -joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. UNess otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 9. Unless expressly noted, this design is not applicoble for use with fire retardant preservative treated or green lumber. 10. Comber is a non-structural consideration and is the responsibility of truss fabricator. General practice Is to camber for dead load detection. 11. Plate type, size, orientation and location dimensions Indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or puffins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut a alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back words and pictures) before use. Reviewing pictures alone is not sufficient. 20, Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. WYNNE BUILDING CORPORATION 8000 South U.S. #1 Suite 402 Port St. Lucie, FL 34952 Spanish Lakes Communities Division Port Saint Lucie July 7, 2015 To: St. Lucie County Building Dept. Attn: William Durden Re: 34 Calle De Lagos Permit # 1506-0521 In regards to the will be used is Tita If there are any q Thank you, Il It Fr,' P...; H^i . JUL 1 y Ll- PER'WhI i St. Lucie County, FL entioned permit, the Roof Underlayment that UDL-25 Plus - NOA# 14-0603.18. Matthew Lyle Wynne - V.P. I can be reached at (772) 878-5513. Miami Division Miami Telephones: Port Saint Lucie (772) 878-5513 Miami (305) 235-3175 COUM{TY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Inc. 32923 Mission Way - Mission, BC, Canada V2V-6E4 P~ , + Qi MIAM4DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T(786)315-2590 F (786) 31525-99 ivww.miamidade.gov/ec0nomV SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TT, UDL TF, UDL TTMC-300, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 13-0610.01 and consists of pages I through 5. The submitted documentation was reviewed by Alex Tigera. ee_lwv�_ NOA No.: 14-0603.18 Expiration Date: 08/08/18 Approval Date: 06/11/15 Page 1 of 5 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Underlayment Material: Polypropylene SCOPE: This acceptance is for Titanium® UDL-25 PLUS, Titanium' UDL-30, Titanium' UDL-50, UDL TT, UDL TF, UDL TTMC-300, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments as described in this Notice of Acceptance, for use with approved prepared roof assemblies where ASTM D226 Type underlayment is specified and installed with prescribed approved fasteners and fastener densities. Designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code PRODUCT DESCRIPTION: Product Dimensions Titanium® UDL-25 PLUS 48" x 250' rolls 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 91 UDL TTMC-300 Manufacturing Location 92 RhinoRoof U10 Manufacturing Location 43 48" x 250' rolls 48" x 250' rolls 48" x 250' rolls 48" x 250' rolls 48" x 250' rolls Test Specification Product Description ASTM D226 Woven synthetic polymer underlayment with one Type I & 11 side coated with UV protected and slip resistant polymer stabilized polypropylene on both sides. ASTM D226 Woven synthetic polymer underlayment with two Type I & 1I sides coated with UV protected and slip resistant polymer stabilized polypropylene on both sides. ASTM D226 Woven synthetic polymer underlayment with two Type I & I1 sides coated with UV protected and slip resistant polymer stabilized polypropylene on both sides. ASTM D226 Woven synthetic polymer underlayment with one Type I & 11 side coated with UV protected and slip resistant polymer stabilized polypropylene on both sides. ASTM D226 Woven synthetic polymer underlayment with two Type I & 11 sides coated with UV protected and slip resistant polymer stabilized polypropylene on both sides. ASTM D226 Woven synthetic polymer underlayment with two Type i & 11 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 & 11 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 Type I and II sides coated with UV protected and slip resistant Manufacturing polymer stabilized polypropylene on both sides. Location #3 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 #3 Type I and I1 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 94 adhered to the underside of a polymer -coated, synthetic woven sheet. The underside is backed with a release film. MANUFACTURING LOCATIONS: I . ML I 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 3118010OOQ-003 ASTM D226 02/20/08 3130639COQ-002A ASTM D226 02/20/08 3146738COQ-003A ASTM D226 06/20/11 3146738COQ-003B ASTM D 1876/ TAS 117 03/28/08 101465036COQ-001 ASTM D1970 06/27/14 100539395COQ-006 ASTM D226 06/02/14 101863861COQ-OOIA ASTM D226 10/28/14 101823107COQ-011 ASTM D226 12/09/14 Trinity ERD 115010.05.10 ASTM D4798 / D226 05/14/10 138010.08.11 ASTM D226 08/11/11 135520.08.11 ASTM D2523 / D1781 08/17/11 NOA No.: 14-0603.18 Expiration Date: 08/08/18 Approval Date: 06/11/15 Page 3 of 5 INSTALLATION SPECIFICATIONS: Titanium' UDL-25 PLUS, Titanium' UDL-30, Titaniume' UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments 1. Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U 10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments shall be installed in strict compliance with applicable Building Code. 2. Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments shall be installed with a minimum 4-inch head lap in a shingle layer fashion. 3. Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, and Titanium UDL25 Synthetic Underlayments shall be fastened with Miami -Dade approved corrosion resistant tin -caps and 12 gauge 1 '/4" annular ring -shank nails, spaced 6" o.c. at all laps and three staggered rows fastened 12" o.c. in the field of the roll. 4. Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments may be used with Asphaltic shingles, Wood shakes and shingles, Non-structural metal roofing, and quarry slate. Titanium' UDL-30, Titanium' UDL-50, UDLTTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25 and RhinoRoof RSA Synthetic Underlayments shall not be used as roof tile underlayments. 5. For Roof Tile applications; Titanium® UDL-25 PLUS may be used as an anchor sheet in roof tile applications when used in combination with a top membrane layer, consisting of a Miami -Dade approved TAS 103 self - adhering underlayment. (See current NOA listing of approved TAS 103 self -adhering underlayment for installation guidelines and limitations of use). 6. For fire classification of specific roof assemblies 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. Titaniumm UDL-25 PLUS, Titaniumm 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. MIAMI-DADE COUNTY 11. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 14-0603.18 Expiration Date: 08/08/18 Approval Date: 06/11/15 Page 5 of 5 dc RECEA"D JUN 2 61015 MIN. SETBACKREQ. FRONT is S SIDES 10-2 CNR SIDES YIA REAR ZNG. .fr-.H op f12 o/ I Pt? 2 S. 7(Y-195 3e &)C-A V4.44/c I A v 00 N I . ; t, z--176 .eV-1 7—IS— - FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: 62' GRAND CARLTOn1`w SITTING RM Street: 3�l C_CINI1A dQ, \19r. S Builder Name: WYNNE Permit Office: City, Stale, Zip: , FL, - Permit Number: ` y +, Owner: Jurisdiction: ` Design Location: FL, Fort Pierce "� 1. New construction or existing New (From Plans) 9. Wall Types (1479.0 sqft.) 111 Insulation Area a. Concrete Block - Int Insul, Exterior R=4.3 1319.00 ft2 2. Single family or multiple family Single-family b. Concrete Block - Int Insul, Adjacent R=4.3 160.00 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 2 d. N/A 10. Ceiling Types (1646.0 sqft.) R= ft2 Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1646.00 ft2 6. Conditioned floor area above grade (ft2) 1646 b. N/A R= ft2 ft2 c. N/A R= Conditioned Floor area below grade (ft2) 0 11. Ducts R ft2 7. Windows(135.6 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Attic 6 125 a. U-Factor: Dbl, U=1.30 135.58 ft2 SHGC: SHGC=0.50 12. Cooling systems kBEfficiency b. U-Factor: N/A ft2 a. Central Unit 34.6 SEER:15.00 34.6 SHGC: c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft' a. Electric Heat Pump 34.6 HSPF:8.60 SHGC: Area Weighted Average Overhang Depth: 2.033 ft. Area Weighted Average SHGC: 0.500 14. Hot water systems a. Electric Cap: 40 gallons 8. Floor Types (1646.0 sqft.) Insulation Area EF: 0.900 a. Slab -On -Grade Edge Insulation R=0.0 1646.00 ft2 b. Conservation features b. N/A R= ft2 None c. N/A R= ft2 15. Credits None Total Proposed Modified Loads: 27.51 PASS Glass/Floor Area: 0.082 Total Standard Reference Loads: 34.28 1 hereby certify that the plans and specifications covered by Review of the plans and oF,t%E S7g1e this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance_: with the Florida Energy Code. [fill: °••• •'2 PREPARED Before construction is completed DATE: this building will be inspected for compliance with Section 553.908 r o I hereby certify that this building, as desi ned, is' compliance Florida Statutes. lj, yS with the Florida Energy Code. IAJCODS OWNER/P�GE: BUILDING OFFICIAL: DATE: 0 (' 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 9:50 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' GRAND CARLTON w SIT Bedrooms: 2 FLProp2010 Conditioned Area: 1646 Total Stories: 1 1 Worst Case: No WYNNE Rotate Angle: 45 Cross Ventilation: No Whole House Fan: No Single-family New (From Plans) Address Type: Street Address Lot # Block/SubDivision: PlatBook: Street: County: ST. LUCIE City, State, Zip: FL, - CLIMATE Design Location IECC Design Temp TMY Site Zone 97.5 % 2.5 % Int Design Temp Healing Design Daily Temp Winter Summer Degree Days Moisture Range FL, Fort Pierce FL_ST_LUCIE_CO_INTL 2 39 90 70 75 722 62 Low BLOCKS Number Name Area Volume 1 Blockl 1646 13168 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 RoomslnBlockt 1646 13168 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 150.5 ft 0 1646 ft' ---- 0 0 1 ROOF # Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Emitt Deck Pitch Tested Tested Insul. (deg) 1 Hip Metal 1735 It' 0 ft' Medium 0.89 N 0.9 No 0 18.4 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1646 ft' N N CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) RoomslnBlockl 30 1646 ft' 0.1 Wood 5/15/2012 9:50 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 WALLS Adjacent Cavity Width Height Sheathing.' Framing Solar Below it �tSpace Q P R'V lup Ff I Ff I Area p akm-EracliQ�AbsQ 1 N Exterior Concrete Block - Int InsRoomslnBloc 4.3 14 0 8 6 119 ft2 0 0 0.8 0 2 N Garage Concrete Block - Int InsRoomslnBloc 4.3 20 0 8 0 160 ft2 0 0 0.01 0 _ 3 E Exterior Concrete Block- Int'Ins@oomslnBloc 4.3 42 2 9 10 414.6388 0 0 0.8 0 _ 4 E Exterior Concrete Block - Int Ins6loomslnBloc 4.3 9 0 8 0 72 ft2 0 0 0.8 0 5 S Exterior Concrete Block - Int InsRoomslnBloc 4.3 17 0 8 0 136 ft2 0 0 0.8 0 _ 6 SW Exterior Concrete Block - Int Ins[RoomslnSloc 4.3 2 6 8 0 20 ft2 0 0 0.8 0 _ 7 W Exterior Concrete Block - Int Ins8IoomslnBloc 4.3 35 2 8 0 281.3333 0 0 0.8 0 8 W Exterior Concrete Block - Int Ins[RoomslnBloc 4.3 8 0 8 0 64 ft2 0 0 0.8 0 9 N Exterior Concrete Block - Int InsEloomsinBloc 4.3 26 6 8 0 212 ft2 0 0 0.8 0 DOORS # Ornt Door Type Space Storms U-Value In Area Ft in In Ft 1 S Wood RoomslnBloc None 0.6 3 0 7 0 21 ft2 WINDOWS Orientation shown is the entered. Proposed orientation. Wall Overhang # Ornt ID Frame Panes NFRC U-Factor SHGC Storms Area Depth Separation Int Shade Screening _ 1 N 1 Metal Double (Tinted). Yes 1.3 0.5 N 15 ft2 1 ft 0 in 0 ft 6 in HERS 2006 None 2 N 1 Metal Double (Tinted) Yes 1.3 0.5 N 15 ft2 1 ft 0 in 0 ft 6 in HERS 2006 None _ 3 N 2 Metal Double (Tinted) Yes 1.3 0.5 N 40 ft2 2 It 0 in 0 It 6 in HERS 2006 None 4 E 3 Metal Double (Tinted) Yes 1.3 0.5 N 20 ft2 1 ft 0 in 0 ft 6 in HERS 2006 None 5 E 3 Metal Double (Tinted) Yes 1.3 0.5 N 19.58333 1 ft 0 in 0 ft 6 In HERS 2006 None _ 6 S 5 Metal Double (Tinted) Yes 1.3 0.5 N 20 ft2 6 ft 0 in Oft 6 in HERS 2006 None 7 W 7 Metal Double (Tinted) Yes 1.3 0.5 N 6 ft2 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 ft2 382.8 ft2 64 ft 8 ft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 BySpaces Proposed SLA 0.000360 1554.2 85.328 160.47 0.2628 7.0821 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF: 8.6 34.6 kStu/hr 1 sys#1 5/15/2012 9:50 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 34.6 kBtu/hr 1038 cfm ,0.7 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None RoomslnBlock10.9 40 gal 50 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cart # Company Name System Model # Collector Model # Area Volume FEF None None ft' DUCTS / --- Supply ---- ---- Return ---- Air Percent HVAC # v # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF Heat Cool 1 Attic 6 125 ft' Attic 90 ft' DSE=0.88 Attic 0.0 cfm 0.00 % 0.00 0.60 1 1 TEMPERATURES Programable[ CEeilling Fans: ]Thermosta[[t:]]N Heating [Xj Jan [X] Feb [[XX]] (X] Mar IX [X] X Jun (X] Jul IX [X] [X) Aug [ ] [X] Sep €X� Oct r[ Nov r[ Dec Venting [X] Jan IX Feb [X Mar Apr [X] Mapr y Jun X Jul X Aug X Sep [XJ [X� 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 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 Heating (WD) AM 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 Healing (WEH) AM 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 5/15/2012 9:50 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: PERMIT #: MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC-ratedas meeting ASTM E 283. Windows and doors = 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors & outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat & 403.1 At least one thermostat shall be provided for each separate heating and controls cooling system. Where forced -air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric) or shutoff (gas). Circulating system pipes insulated to = R-2 + accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower (HP) of = 1 & Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor -retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site -recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters minimum COP= 4.0. Cooling/heating 403.6 Sizing calculation performed & attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat >10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 5/15/2012 9:50 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 ENERGY PERFORMANCE LEVEL (EP'L) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 80 The lower the EnergyPerformance Index, the more efficient the home. FIL 1. New construction or existing New (From Plans) 2. Single family or multiple family Single-family 3. Number of units, if multiple family 1 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned Floor area (ft2 7. Windows" Description a. U-Factor: Dbl, U=1.30 SHGC: SHGC=0.50 b. U-Factor: N/A SHGC: c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall Types a. Concrete Block - Int Insul, Exterior b. Concrete Block - Int Insul, Adjacent c. N/A d. N/A 10. Ceiling Types No a. Under Attic (Vented) 1646 b. N/A c. N/A Area 11. Ducts 135.58 ft2 a. Sup: Attic, Ret: Attic, AH: Attic ft2 12. Cooling systems ft2 a. Central Unit ft2 13. Heatingsystems a. Electric Heat Pump 2.033 ft. 0.5001 14. Hot water Insulation R=0.0 Area 1646.00 ft2 a. Electric ` R= ft2 b. Conservation feat as R= ft2 None 15. Credits I certify that this home has.complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Ot erw , a new EPL Display Card will be completed based on installed Code complian Builder Signature: Date: Address of New Home: City/FL Zip: _Cr -;i "ci Insulation R=4.3 R=4.3 R= R= Insulation R=30.0 R= R= Area 1319.00 ft2 160.00 ft2 ft2 ft2 Area 1646.00 ft' ft2 ft2 R ft2 6 125 kBtu/hr Efficiency 34.6 SEER:15.00 kBtu/hr Efficiency RCap.HSPF:8.60 0 gallons J EF. 0.9 None *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge® USA- FlaRes2010 Section 405.4.1 Compliant Software Pro Job: ect Summa -�- wrightsoft° � � 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 Proiect Information For: 62' GRANDCARLTON w/ SITTING RM, WYNNE BUILDING CORP. FORT PIERCE, FL 34983 Notes: L/A 1,646 InformationDesign Weather: Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TD 28 OF Heating Summary Structure 17053 Btuh Ducts 5460 Btuh Central vent (35 cfm) 1089 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 23603 Btuh Infiltration Fort Pierce, FL, US Method Simplified Construction quality Average Fireplaces 0 Heatin Cooling Area 6 o uame k)fta) 14156 14156 Air changes/hour 0.38 0.20 Equiv. AVF (cfm) 90 47 Heating Equipment Summary Make Carrier - Trade INFINITY 15 PURON HP Model 25HBC536 AHRI ref no4616021 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 'F*A 161T9 35000 Btuh @ 47°F 27 OF 1173 cfm 0.052 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 15913 Stuh Ducts 7827 Btuh Central vent (35 cfm) 583 Btuh Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Equipment sensible load 23108 Btuh Latent Cooling Equipment Load Sizing Structure 2371 Btuh Ducts 2130 Btuh Central vent (35 cfm) 1478 Btuh Equipment latent load 5979 Btuh Equipment total load 29087 Btuh Req. total capacity at 0.70 SHR 2.8 ton Cooling Equipment Summary Make Carrier Trade INFINITY 15 PURON HP Cond 25HBC536 Coil FX4DNF037 AHRI ref no4616021 Efficiency 12.5 EER, 15 SEER Sensible cooling 24640 Btuh Latent cooling 10560 Btuh Total cooling 35200 Btuh Actual air flow 1173 cfm Air flow factor 0.049 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.80 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wrl h11:50fC" 2012-May-1509:58:30 9 Right -Suited Universal 201212.0.04 RSU05864 Page 1 ACCK ...Mott HVACMynne CorpM' WYNNE GRAND CARLTON W SITTING RM.rup Calc = MJ8 Front Doorfaces: Load Short Form Job: wrightsofte 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: comforlconlrolofslc.com For: 62' GRANDCARLTON w/ SITTING RM, WYNNE BUILDING CORP. FORT PIERCE, FL 34983 Design Information Htg Clg Infiltration Outside db (°F) 42 90 Method Simplified Inside db (°F) 70 75 Construction quality Average Design TD (°F) 28 15 Fireplaces 0 Daily range - L Inside humidity (°/a) 30 50 Moisture difference (gr/lb) 1 61 HEATING EQUIPMENT Make Carrier Trade INFINITY 15 PURON HP Model 25HBC536 AHRI ref no4616021 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8.7 HSPF 35000 Btuh @ 47°F 27 OF 1173 cfm 0.052 cfm/Btuh 0 in H2O COOLING EQUIPMENT Make Carrier Trade INFINITY 15 PURON HP Cond 25HBC536 Coil FX4DNF037 AHRI ref no.4616021 Efficiency 12.5 EER, 15 SEER Sensible cooling 24640 Btuh Latent cooling 10560 Btuh Total cooling 35200 Btuh Actual air flow 1173 cfm Air flow factor 0.049 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.80 ROOM NAME 2726 233 Area (ft2) Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) Clg AVF (cfm) FOYER 66 1390 924 72 46 GIRT RM/DINING 483 4451 7043 232 348 LAUNDRY 49 960 2147 50 106 KITCHEN 161 435 3940 23 195 MS BATH 53 979 1242 51 61 MS CLOSET 70 83 170 4 8 MS BDRM 266 4436 2716 231 134 HALL 18 21 42 1 2 BATH 45 554 271 29 13 BDRM 2 199 3793 2122 198 105 MASTER LAV 56 948 398 49 20 135 SITTING RM IOU 4466 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoft° 2012-May-15 09:age 1 g Right-Suite®Universal 2012 12.0.04 RSU05864 page 1 AC.CK ...lsoft HVAMWynne Corp162' WYNNE GRAND CARLTON W SITTING RM.rup Calc = MJ8 Front Door faces: Entire House d 1644 22514 23740 1173 1173 Other equip loads 1089 583 Equip. @ 0.95 RSM 23108 Latent cooling 5979 1 [ ACAA M17C/7 1(l/09 AA97 AA7] V I l "Q 1V GJVVJ GJVVI IIIJ IIIJ Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 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V �U .�..� 33 33 3aVVu. w m^s � ¢v�o' �¢ �NmPm m a O 2 w ijJ6 wrlghtsoft• Right-J®Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfoncontrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name KITCHEN MS BATH 2 Exposed wall 0 ft 7.5 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 161.3 ft 7.0 x 7.5 N 5 Room area 161.3 ft2 52.5 ft- Ty Construction U-value Or HTM Area (ft� Load Area (ft2) Load number (BtuhrftMF) (Btuhfft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heal Cool Gross N/P/S Heat Cool 6 Ni/ 12C-0sw 0,091 In 2.55 2.18 0 0 0 0 0 0 0 0 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 13A-5ocs 0,125 n 3.50 2.22 0 0 0 0 0 0 0 0 11 2A-2om 0.840 n 23.52 25.39 0 0 0 0 0 0 0 0 l�/ 12C-0sw 0.091 a 2.55 2.18 0 0 0 0 0 0 0 0 I--G 2A-2om 0. B40 a 23.52 68.19 0 0 0 0 10 0 0 0 W 13A-5ocs 0.125 a 3.50 2.22 0 0 0 0 0 0 0 0 fW 12C-Osw 0.091 s 2.55 2.18 0 0 0 0 0 0 0 0 2A-2om 0.840 a 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 IW 12C-0sw 0.091 w 2.55 2.18 0 0 0 0 60 54 138 118 L-G 2A-2om 0.840 w 23.52 66.18 0 0 0 0 6 1 141 397 W 13A-5ocs 0.126 w 3.50 2.22 0 0 0 0 0 0 0 0 P 128-01ew 0,097 - 2.72 0.65 68 68 185 58 0 0 0 0 C 1613-30ad 0.032 - 0.90 1.68 161 161 144 271 53 53 47 88 C 1613-30ad 0.032 - 0.90 1.68 0 0 0 0 0 0 0 0 F 22A-tph 1.358 - 38.02 0.00 161 0 0 0 53 8 285 0 6 c) AED excursion -88 192 Envelope loss/gain 329 241 611 795 12 a) Infiltration 0 0 131 37 b) Room ventilation 0 0 0 0 13 Internal gains:. Occupants @ 230 0 0 0 0 Appliances/other 2400 0 Subtotal (lines 6 to 13) 329 2641 742 832 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 329 2641 742 832 15 Duct loads 32% 49% 105 1299 32% 49% 238 409 Total room load 435 3940 979 1242 Air required (cfm) 23 195 51 61 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -fid- wrightsoft' Right-Sulte® Universal 2012 12.0.04 RSU05864 2012-May-15 OPage 3 ...lsofl HVACIWynne Corp162' WYNNE GRAND CARLTON W SITTINGRM.rup Calc = MJB Front Ooorfaces: wrightsofC Right-J® Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortconlrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name MS CLOSET MS BDRM 2 Exposed wall 0 If 33.0 fl 3 Room height 8.0 ft heat/cool 8.5 It heat/cool 4 Room dimensions 7.0 x 10.0 it 14.0 x 19.0 it 5 Room area 70.0 ft' 266.0 ft' Ty Construction U-value Or HTM Area (ft!) Load Area (ft� Load number (Btuh/ftk*F) (Btuhlft� or perimeter (it) (Btuh) or perimeter (it) (Btuh) Heat Cool Gross N/PIS Heat Cool Gross NIP/S Heat Cool 6 1qJ 12C-0sw 0.091 n 2.55 2.18 0 0 0 0 119 89 227 194 2A-2o1b 0.630 n 17.64 22.24 0 0 0 0 15 0 265 334 L�(G 2A-2om 0.840 n 23.52 25.39 '0 0 0 0 15 0 353 381 N,1 13A-5ocs 0.125 n 3.50 2.22 0 0 0 0 0 0 0 0 11 -G 2A-2om 0.840 n 23.52 25.39 0 0 0 0 0 0 0 0 12C-0sw 0.091 a 2.55 2.18 0 0 0 0 0 0 0 0 2A-2om 0.840 a 23.52 68.19 0 0 0 0 0 0 0 0 W 13A-5ccs 0.125 a 3.50 2.22 0 0 0 0 0 0 0 0 W 12C-0sw 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 10 0 0 Wit 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-0sw 0,091 w 2.55 2.18 0 0 0 0 162 162 412 353 LC 2A-2om 0.840 w 23.52 66.18 0 0 0 0 0 0 0 0 W 13A-5ocs 0.125 w 3.60 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 1613-30ad 0.032 - 0.90 1.68 0 0 0 0 0 0 0 0 F 22A-tph 1.358 - 38.02 0.00 70 0 0 0 266 33 1255 0 6 c) AED excursion -4 -60 Envelope loss/gain 63 114 2749 1648 12 a) Infiltration 0 0 611 172 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) 63 114 3360 1820 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 63 114 3360 1820 15 Duct loads 32% 49% 20 56 32% 49% 1076 895 Total room load 83 170 4435 2716 Air required (cfm) 4 8 231 134 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft• Rlght-Sufte® Universal 2012 12.0.04 RSU05864 2012-May-15 09Page 4 ...tsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON W SITTING RM.rup Colo = MJ8 Front Door faces: 9 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: comfortcontmlofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name HALL BATH 2 Exposed wall 0 It 5.0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 3.5 x 5.0 ft 9.0 x 5.0 ft 5 Room area 17.5 ft' 45.0 ft' Ty Construction U-value Or HTM Area (ft� Load Area gt� Load number (Btuh/ft'-°F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Nil 12C-Osw 0.091 n 2.55 2.18 0 0 0 0 0 0 0 0 2A-20b 0.630 n 17.64 22.24 0 0 0 0 0 0 0 0 L---�G 2A-2om 0.840 n 23.52 25.39 0 0 0 0 0 0 0 0 �V 13A-5ocs 0.125 n 3.50 2.22 0 0 0 0 0 0 0 0 11 L--C 2A-2om 0.840 n 23.52 25.39 0 0 0 0 0 0 0 0 V� 12C-0sw 0.091 a 2.55 2.18 0 0 0 0 40 40 102 87 L--G 2A-2om 0.840 a 23.52 68.19 0 0 0 0 0 0 0 0 W 13A-5ocs 0.125 a 3.50 2.22 0 0 0 0 0 0 0 0 W 12C-0sw 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 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-0sw 0.091 w 2.55 2.18 0 0 0 0 0 0 0 0 2A-2om 0.840 w 23.52 66.18 0 0 0 0 0 0 0 0 W 13A-Sots 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 16B-30ad 0.032 - 0.90 1.68 18 18 16 29 45 45 40 76 C 16B-30ad 0,032 - 0.90 1.68 0 0 0 0 0 0 0 0 F 22A-tph 1.358 - 38.02 0.00 18 0 0 0 45 5 190 0 6 c)AED excursion -1 -6 Envelope loss/gain 16 28 332 157 12 a) Infiltration 0 0 87 25 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 28 420 182 Less extemal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 16 28 420 182 15 Duct loads 32% 49% 5 14 32% 49% 134 89 Total room load 21 42 554 271 Air required (cfm) 1 2 29 13 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wrl ht50ft' 2012-May-1509:58:30 9 Right -Suite® Universal 201212.0.04 RSU05864 Page 5 ...lsoft HVAMWynne Corp\62' WYNNE GRAND CARLTON W SITTING RM.mp Calc = MJ8 Front Door faces: wrightsoft Right-JO Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name DORM 2 MASTER LAV 2 Exposed wall 30.0 it 8.0 It 3 Room height 8.0 It heat/cool 8.0 ft heat/ccot 4 Room dimensions 1.0 x 198.5 ft 7.0 x 8.0 ft 5 Room area 198.5 ft2 56.0 ft2 Ty Construction U-value Or HTM Area ffl Load Area (ftj Load number I (BtuIVII 'F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heal Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-06W 0,091 In 2.55 2.18 0 0 0 0 0 0 0 0 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 W, 13A-5ocs 0.125 n 3.50 2.22 0 0 0 0 0 0 0 0 11 L-C 2A-2om 0.840 n 23.52 25.39 0 0 0 0 0 0 0 0 Y12C-Osw 0.091 a 2.55 2.18 128 128 326 280 0 0 0 0 2A-2om 0.840 a 23.52 68.19 0 0 0 0 0 0 0 0 W 13A-Sots 0.125 a 3.50 2.22 0 0 0 0 0 0 0 0 W I 12C-0sw 0.091 s 2.55 2.18 88 68 173 149 0 0 0 0 20A-2om 0.040 s 23.52 25.39 20 20 470 508 0 0 0 0 11J0 0.600 s 16.80 17.40 0 0 0 0 0 0 0 0 W VC-0sw 0.091 sw 255 2.18 20 20 51 44 0 0 0 0 W 12C-0sw 0.091 w 2.55 2,18 4 4 10 9 0 0 0 0 2A-20m 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 128-Obw 0.097 - 2.72 0.85 0 0 0 0 0 0 0 0 C 1613-30ad 0.032 - 0.90 1.68 199 199 178 333 0 0 0 0 C 16B-30ad 0.032 - 0.9D 1.68 0 0 0 0 56 56 50 94 F 22A-tph 1.358 - 38.02 0.00 199 30 1141 0 56 8 304 0 6 c)AED excursion 47 -9 Envelope loss/gain 2350 1275 578 228 12 a) Infiltration 523 148 140 39 b) Room ventilation 0 0 1 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 2873 1422 718 267 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2873 1422 718 267 15 Duct loads 329/6 49% 920 699 32% 49% 230 131 Total room load 1 1 3793 2122 948 396 Air required (cfm) 198 105 49 20 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft' 2012-May-15 09:58:30 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 6 �� ...tsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON W SITTING RM.mp Calc = MJ8 Front Door faces: 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: comfonconlrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name SITTING RM 2 Exposed wall 29.0 ft 3 Room height 8.0 It heat/cool 4 Room dimensions 20.0 x 9.0 ft 5 Room area 180.0 ft' Ty Construction U-value Or HTM Area (111 Load Area Load number (BtulVft'-°F) (BtulVft� or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/PIS Heat Cool Gross NIP/S Heat Cool 6 l4J 12C-Osw 0.091 n 2.55 2AS 0 0 0 0 2A-2ob 0.630 n 17.64 22.24 0 0 0 0 2A-2om 0.840 n 23.52 25.39 0 0 0 0 13A-5ocs 0.125 n 3.50 2.22 160 120 420 267 11 2A-20m 0.640 n 23.52 25.39 40 0 941 1016 lk/ 12C-Osw 0.091 a 2.55 2.18 0 0 0 0 --C 7A-2om 0.840 a 23.52 68.19 0 0 0 0 W 13A-5ccs 0.125 a 3,50 2.22 72 72 252 160 IW 12C-Osw 0.091 a 2.65 2.18 0 0 0 0 2A-2om 0.840 s 23.52 25.39 0 0 0 0 D 11Jo 0.600 s 16.80 17.40 0 0 0 0 W 12C-Osw 0.091 sw 2.55 2.18 0 0 0 0 W 12C-Osw 0.091 w 2.55 2.18 0 0 0 0 2A-20m 0.840 w 23.52 66:18 0 0 0 0 W 13A-5ocs 0.125 w 3.50 2.22 0 0 0 0 P 128-Obw 0.097 - 2.72 0.85 0 0 0 0 C 168-30ad 0.032 - 0.90 1.68 0 0 0 0 C 16B-30ad 0.032 - 0.90 1.68 180 ISO 161 302 F 22A-tph 1.358 - 38.02 0.00 180 29 1103 0 6 c) AED excursion -61 Envelope loss/gain 2877 1684 12 a) Infiltration 506 143 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances/other 0 Subtotal (lines 6 to 13) 3383 1827 Less extemal load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 3383 1827 15 Duct loads 32% 49% 1083 899 Total room loatl 4456 2726 Air required (cfm) 233 135 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoft' 2012-May-15 09:58:30 9 Right-Suitet Universal 2012 12.0.04 RSU05864 Page 7 'CC#1 ...tsoft HVAMWynne Corp162' WYNNE GRAND CARLTON W SITTING RM.wp Calc = MJS Front Doorfaces: DESCRIPTION: SURVEYORS NOTES: BEING ALL OF 34 CALLE DE LAGOS, OF 1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE THE UNRECORDED PLAT OF COUNTRY CLUB SHOWN HEREON. VILLAGE, OF ST. LUCIE COUNTY, i• 2. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE FLORIDA. n LOCATED UNLESS OTHERWISE SHOWN. ? 3. THIS SITE LIES WITHIN FLOOD ZONE "X", ACCORDING TO II THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. ABBREVIATIONS: 12111CO070 J, EFFECTIVE DATE 2-16-12. o 4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE FFE = FINISHED FLOOR ELEVATION to SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD R/W = RIGHT-OF-WAY v ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. R = RADIUS OF CURVE = to 5. BEARINGS SHOWN, HEREON ARE REFERANCED TO THE L = LENGTH OF CURVE CENTERLINE OF 34 CALLE DE LAGOS HAVING AN ASSUMED SF = SQUARE FOOT BEARING OF SOUTH, ACCORDING TO THE UNRECORDED PLAT A = DELTA OF CURVE OF COUNTRY CLUB VILLAGE, OF ST.LUCIE COUNY, o FLORIDA 6. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LISCENSED SURVEYOR AND MAPPER. 7. THIS IS A SPECIFIC PURPOSE SURVEY FOR THE PURPOSE OF LOCATION AND ELEVATION OF FORMBOARDS. BOUNDARY LINES SHOWN HEREON ARE FOR GRAPHICAL PURPOSES ONLY. 4LE: 1 "=30' TE: 8-27-15 AWN: CJM B NO.: 15-2147 ITE: 1/Pr- I - PERMIT #: 1s-6 t,- - o sz� St. Ltr_ ' Cu. "_.<y?� CaA� ? rG'T:IrIBd EXISTING SLY VA110NKM25 78 p N ASsumfz) 0 58.Oi i n ° ao Q mg a ;7 AVERAGE TOP o OF FORMS _J 2 0 30.e5 ELEVATION=28.10 ss.s3 jI W to.ez' 2.34' ABOVE EDGE OF PAVEMENT 0_ p 82.04' N U DOSTING ALEXANDER J. PIAZZA PSK I Surveying " Mapping • Consultin5 619 SW Blltmore Street *LBf7280 Port St. Lucie, Florida 34983 Phone: (772) 340-7770 Fax: (772) 340-2250 I I 47.dwa. 8/27/2015 2:39:27 PM RECEIVED SEP 02 2015 CORPORATION - ' Jr ALEXAND !r J. PIA OL Professional rwyor & Mapper Florida Certificate No.: 6330