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ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: �'• %s SCANNED Permit Number: St. Luca County RECEIV�® • Building Permit Application JUN 3 0 2015 Planning and Development Services Building and Code Regulation Division 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential X PERMIT APPLICATION FOR: Building I PROPOSED IMPROVEMENT LOCATION: Address: 8 VILLA MARIA Legal Description: EAST 1/2 OF SECTION 1, TOWNSHIP 34s, RANGE 39e Property Tax ID #: 1301-111-0001-000-5 Lot No.8 Site Plan Name: COUNTRY CLUB VILLAGE Block No. Project Name: Setbacks Front %► Back: li 1 Right Side: LeftSide: �)%S ) I DETAILED DESCRIPTION OF WORK: I MOBILE HOME REPLACEMENT: SINGLE FAMILY RESIDENCE - 2 BEDROOM / 2 BATH / GARAGE CONSTRUCTION INFORMATION: tiona wor to e e orme under tispermit—checka apply: ❑✓HVAC 0GasTank ❑Gas Piping _Shutters Windows/Doors ❑✓Electric OPlumbing []Sprinklers ❑Generator .Roof Total Sq. Ft of Construction: 2,108 Cost of Construction: $ 58,000 S Ft. of First Floor: 2.108 Utilities:ll 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. lLc vqL„ 4 '2_27j Ll Z_ SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION: DESIGNER/ENGINEER: _ Not Applicable Name: BRADEN&BRAOEN MORTGAGE COMPANY: x Not Applicable Name: Address: 417 COCONUT AVE. Address: City: STUART State: FL Zip: 34996 Phone: (772)287-8258 City: State: Zip: Phone: FEE SIMPLE TITLE HOLDER: x Not Applicable Name: BONDING COMPANY: _Not Applicable Name: Address: Address: City: City: Zip: Phone: Zip: Phone: I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie Count yy makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. If you intend to obtain financing, consult with lender oranattorney before commencing work or recording vour Notice of Commencement. I'�SignatufeofiOwn�fj:A`gerit%;Lessee. S'"oa raof!G6 of/Li" se,Holdee STATE OF FLORIDA STATE OF FLORIDA COUNTY OF St. Lucie COUNTY OF St. Lucie The forgoing instrument was acknowledged before me The forgoing instrument was acknowledged before me this 22 day of June 20 Aby this229 day of June 20_N3t by 15 15 Matthew 1)zle PLymrie (Name of person acknowledging) (Name of person acknowledging) ignature of Notary Public- State of ida) re of Notary Pu lic- Ste3oloricla ) Personally Known x OR Produced Identification Personally Known x OR Produced Identification Type of Identification Produced Type of Identification Produced Commission No. (Seal) Commission No. (Seal) *,T ;fik'•""�, SUSMMAGEE ix• '�; wv. mnlKC j:'i p R-U3,mytrr ltl/d97 :; MYCOMMISSIONIFF187&i7 C;. '' EXPIRES: February Revised 07/15/2014 3.• i` EXPIRES: Febno 23, 2o19 I ?f tit" Bonded Thm Nmmypupp,Undem eB ' tif„tM Bonded Thou Newypubk UMemb REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVI W IEW REVIEW REVIEW REVIEW REVIEW DATE / �) COMPLETE INITIALS ac St. Lucie County Building'& Zoning .v 2300 Virginia Ave Fto or Fort Pierce, FL 34982 BUILDING PERMIT SUB -CONTRACTOR SUMMARY. Wynne Building Corporation will be using the following sub -contractors for*the (Company/Individual Name) project located at (Street address or Property Tax ID i#) It is understood that if there is any change of status regarding the participation of any of the sub -contractors listed below, I will immediately advise the Building and Zoning Department of St. Lucie County. Trade Name of Company/Contractor St. Lucie County/ State of Florida License Number' Electrical S & W Electric, Inc. 2045 ER0009416 Plumbing Lindquist Plumbing & Supply Co. 19150 CFc057672 HVAC/ Comfort Control of St. Lucie 8288 Mechanical CAc024379 Roofing Treasure Coast Roofing, LLC 19496 RC29027087. Gas PERMIT I ISSUE DATE: NUMBER: 04/23/2015 09:12 7728787�5r7 WYNNE BUILDING CORP PAGE 02/02 PERMIT # ISSUE DATE PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SUB-CONTRACTORAGREEMENT St. Lucie County Contractor Certification Number 2 n 4 r, stela Of Florida CertificationNumber (if appi;mbte): EROOD 416 (Company have agreed to be the E1p t•ri ca I Sub contractor for Wynne Development Corp. (Type of 7)rade5. (Primary Cont.actorl For the project located at It is understood that, if there is any change of status regarding our participation with the above mentioned Project I will immediately advise the Building and Zoning Department of St. Lucie County by filing a Change of Sub -contractor notice. (Form: SLCCDY (No. 004-01)) BUSINESS QUALIFIER (Name of the Iodividual shown on the Contractor's License NOTARIZED SIGNATURES ARE RAQ2UIREID Business Name: S&W Electric Address: W_ Coker Rd. Chy/State/zip: Fort Pjerce.FL_ 34945 Phone: A64-6469 email: C A URE 'Lawrence Stubbs PRINT NAME DATE STATE OF FLORIQX COUNTY OF �. Lwie THE FOREGOING IAtSTRUMENT WAS SIGNED BEFORE ME THIS 2�AY OF 5W � 20 ��S BY ` P \' fkA ` WHO IS PERSONALLY KNOWN _� OI't HAS PRODUCED IGNATURE OF NOTARY PUBLIC SLCPDS: 1211612013 IDENTIFICATION. L-oll.t i 0. R- t 9 II (STAW) PRINT NAME OFNOTARY pUBLI oLAURA R. CUBBEDGE ' "A Commission # EE 209915 1 s= Expires October 21, 2016 04/15/2015 10:55 77287876? WYNNE BUILDING C_ PAGE 02/02 PERMIT It ISSUE DATE �'i ua , � �• PLANNING & DEVELOPMENT SERVICES Building & Code Compliance ]Division BUILDING PERMIT SUBCONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 2 F 9 n 1 State of Florida Certification Number (if epplicablc): CFC1428458 i,ln�guist Plumbing have agreed to be the (Company Nameandividual Name) Plumbinct Sub-confiactorfolWynne Development Corp. (Type of Trade) (Primary Contractor) For the project located at or Property Tax ID ap 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) QUALIFIER (Name of the Individual shown on the Contractor's License) NOTARIZED S143N.ATUiES •AIt1E REQUMED Business Name: Lindquist Plumbing Address: 3185 Sneed Rd. Airy/Studzip: Porr AY AYfpa pj 14Rd5 Pbone: (7-19) 461 _1 969 email: Wade Case Lt2 2Co �� SIGNATURE PR[N'1•//NAME DATE STATE OF FLORIDA, COUNTY OF S T. !� t tGte THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS _ w DAY OF �u .v t' 20 V `� !.S BY A�b C C,4 S E WHO IS PERSONALLY KNOWN _ Obi RAS PRODUCED p n /� AS IDENTIFICATION. V AIL t Oun 1X�w> r / 'L, �o.reoiFty i9M,1 6.4srrA) (STAMP) SIGNATURE TKOTARY PUBLIC PRINT NAME OF NOTARY PUBLIC SLCPDS:I2/I6/2o13 I,p,N DORO7HVANNBASKIN ?,W-e'4+ Notary Public -State o1 Florida •My Comm. Expires Oct 2, 2016 ;` Commission I FF 016226 Bonded Through Nallonal"Assn. VYI LJI LViJ LV..,L I �LV�V�VJVI PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division j BUILDING PFRMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of FlocidacerelficationNumber(Ifecvli=blc): CACO24379 of St. Lucie County, Inc. (Company Name/Individual Name) air conditioning Sub -contractor for (Type of Trade) \ \` ` t� 1� For the project located at "'� `\ A v �'� t (Proiect Street Address have agreed to be the W nne Development Corp. (Primary Contractor) 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) BUS'MSS QUALJMR (Name of the Individual shown on the Contractor's Liccn1se) NL�T � E33 $IGI�TAITTarrQ ARn.1ZV.nT74RF D Business Name: Address: City/State/Zip: Port St. Lucie FL. 34983 ! (T77__ 2) 785 9010 email: Barr3z _yimmerZ e PRINT NAME COUNTY OF '5� U_Lc_ i Z DATE ME THIS DkX4-DAY OF 2 , 20 \5 TEE FOREGOING B� INSTRUMENT WAS SIGNED BEFORE ��� Z I ry �� �n WHO IS PERSONALLY KNOWN / OR HAS PRODUCED } SI 4ATU OF NOTARY PUBLIC SLCPDS: 12/162013 AS IDENTIFICATION. / I (STAMP) PRINT NA OF NOTARY PUBLIC �. NNary PUD11C SL3fe orFbrWa Tracey R Mascola My Cortmuaslon EE 193340 �� Expires 0426R078 I 04/15/2015 10:53 7,2E i56 WYNNE BUILDII 7f?P PAGE 02/02 PERMIT # ISSUE DATE M. PLANNING & DEVELOPMENT SERVICES ' Building & Cade Compliance Division BUILDING PERMrr SUB -CONTRACTOR AGREEMENT St, Lucie County Contractor Certification X imber: State of Florida Certification Number (I£®pplicable). 7 Treasure. coast Rdofina, LLG have agreed to be the (Company Name/lndividual Name) Rrof1n9 _,Sub-contractorforW rote Development Corp (Type of ode) (Primary Contractor) For the project located at (Prgject Street Address or Property Tax ID #) It is understood that, if there is any change of status .regarding our participation with the above mentioned Project, I will immediately advise the Building and Zoning Department of St. Lucie County by filing a Change of Sub -contractor notice, (Form: SLCCDV (No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown oo the Contractor's License) NOTARIZED SIGNATURES A RE REQUIIUM Business Name: Treasure roast Roofing LLC Address: 1 A 16 .F1 i t tagx R& t City/Stete/zip: por at,�, =i 4.Flt. 14U _ Phone: 772 343-8308 email: � ae_ 3IGNR lon — — Brian MDA-0`_� PRINT NAME TE STATE OF FLORIDA, COUNTY OF �T• C r THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS -. DAY OF � BY+q iJ _%y%iQ LO WHO IS PERSONALLY KNO WN / y OR HAS PRODUCED AS IDENTIFICATION, aW Rom `- 046-174t/ rtnrN 46 SIG(.J (STAMP) SIGNATURE O OTwRY PUBLIC PRINT NAME OF NOTARY PUBLIC SLCPI)S: 12/1612013 0�ev"' DOROTHY ANN BASKIN O+`a^$ Notary Public - State of RorldsMy Comm. Expires Oct 2, 2016 Commission • FF 015226 Bonded Through National Notary Assn. ST. LUCIE COUNTY BUILDING & ZONING 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 772-462-1553 FILLED LANDS AFFIDAVIT I, the undersigned, am the owner of the fallowing described properly: #1301 111 noel non 5- Fast L of QPnt;nn 1 t-nwriship 34S Range 39E, (Tax IDQ.agaldescnp6on/Address)lying N&W of Turnpike Feede for which I have applied to St. Lucie County for a Final Development Permit. In accepting this Final Development Permit, BP Number I acknowledge that as owner of the above described property, and in accordance with Section 7.04.01(D), St. Lucie County Land Development Code, I shall be responsible for assuring adequate drainage so that the immediate community WILL NOT be adversely affected. I further acknowledge that in granting this permit for the development of this property, St. Lucie County is neither obliged nor liable to provide'for, or maintain in any form, adequate drainage off my property which will not adversely affect the immediate community. 06/29/15 Matthew i,�r1P Wvnna Property Owner Name Property +$'natlre Date STATE OF FLORIDA. COUNTY OF C t T U C' i P ACKNOWLEDGED BEFORE ME THIS 99th DAY OF June 20-1-5 i. Ho IS PERSONA LL.Y KNOWNTO ME R WHO HAS PRODUCED I' BY M ♦-t-li 7 T V1 P Rmne AS IDENTIFICATION. Susan Magee - SIGNATURE OF NOTARY TYPE OR PRINT NAME OF NOTARY (SEAL) NOTARY PUBLIC TrrLE S(ISIWMAfiEE ?i� a •,. H MYCOMMISSION9FF19j EXPIRES: Fabnlary 29, Banded TMU lbtaly PU*Unde COMMISSION NUMBER Professional Insulators of South Florida FTC Insulation Installation Certificate To: ISt Lucie Coua Date: 1JUne 13, 2016 Re: Lot/Block: Address: 8 Villa Maria Project: The undersigned herebn certifies that inentatinn has hnnn inctann.l i. A. ah...l..im..Ah..a .................. o_n.._.__ I. Exterior CBS walls have been insulated with: Spray -on Cellulose Thickness in inches: Fiberglass Blankets Manufacturer: Fi Foil Rock Wool Blankets Density: X Aluminum Foil R-Value: R 4.1 Rigid Board Polystyrene Other 2. Ceilings (level) have been insulated with: Spray -on Cellulose Thicknes ijujneiteS.' Manufacturer: Climatepro Rock Wool Blankets Density: Aluminum Foil R-Value: R-30 Polyurethane Open Cell SPF Ceilings (Inaccessible) insulated with: Spray -on Cellulose Thickness in inches: 9.5" X Fiberglass Blankets Manufacturer: Johns Manville Ignition Barrier Density: Fiberglass Blown R-Value: R-30 Cellulose Loose Fill Open Cell SPF 3. Interior kneewalls have been Insulated with: Fiberglass Blankets Thickness in inches: Fiberglass Loose Fill Manufacturer: Rock Wool Density: Fiberglass Blown R-Value: Cellulose Loose Fill Open Cell SPF 4. Garage partition walls of A/C living area have X Fiberglass Blankets been insulated with: Rock Wool Thickness in inches: 3.5" - Polyurethane Manufacturer: Johns Manville Spray -on Cellulose Density: Open Cell SPF R-Value: R-IX S. The following have been insulated: r .•v + Qk+r 4df "�.��pr:?oeid! `8a�• rr•d�N•` IVED JUN°22' VVYNNE BUILDING CORP. General Contract/Builder C13CI254041 Competency # Professional Insulators of South Florida, Inc. Insulation Contractor Br: 89b-d L000A000d 8£0-1 999L8L83LL 600 Butptin8 auuAM -WOad 9Z:ZL 9L,- ZZ-90 Y Planning & Development Services Building & Code Regulation Division 2300 Virginia Ave Fort Pierce, FL 34982 772-462-2165 Fax 772-462-6443 Request for 30-Day Temporary Power Release Date: (Xw, �0 Project Address: \Permit Number: �s S-D(v GIS\CA THE UNDERSIGNED HEREBY REQUEST RELEASE OF ELECTRICAL POWER TO THE ABOVE DESCRIBED PROPERTY, FOR A PERIOD NOT TO EXCEED THIRTY (30) DAYS, FOR THE PURPOSE OF TESTING SYSTEMS AND EQUIPMENT IN PREPARATION FOR A FINAL INSPECTION. IN CONSIDERATION OF APPROVAL OF THE REQUEST WE HEREBY ACKNOWLEDGE AND AGREE AS FOLLOWS: 1. This temporary power release is requested for the above staled purpose only, and there will be no occupancy of any type, other than that permitted by construction during this time period. 2. As witness by our signatures, we hereby agree to abide by all terms and conditions of this agreement, including Building Division Policy, which is incorporated herein by reference. 3. All conditions and requirements listed in the attached document entitled "Requirements far 30 Day Power for Testing' have been fulfilled and the premise is ready for compliance inspection. 4. All requests for an extension beyond 30 days must be made in writing to the Building Official stating the reason for the request Power may be removed from the site and/or a Stop Work Order issued if the Final Inspection has not been approved within 30 days. A fee of $100.00 will be required to lift the Stop Work Order. WE HEREBY RELEASE AND AGREE TO HOLD HARIVIL SS, Sr. LUCIE COUNTY, AND THEIR EMPLOYEES FROM ALL LIABILITIES AND CLAIMS OF ANY TYPE OF NATURE WHICH MAY ARISE NOW OR IN THE FUTURE OUT OF THIS TRANSACTION, INCLUDING ANY DAMAGE WHICH MAY BE INCURRED DUE TO THE DISCONNECTION OF ELECTRICAL POWER IN THE EVENT OF VIOLATION OF THIS AGREEMENT. OWNER SIGNATURE ELECTRICAL CONTRACTOR SIGNATURE DATE RECEIVED 1UN 09.2016 Zb8-d Z000/LOOOd 9ti6-1 999L8L8ZLL d.i00 euipiin8 auuAM -Woad 9ti:OL 9L,-60-90 TITAN CONCRETE Material's for Lifeo gnwrete- Delivery date �p 05/23/18 L Customerno. 90004535 "Thank you - We VERO BEACH 2724 INDUS' "Vl RO BEACH'. t Truck Driver 634 l594 JACKSON, DERRICK I, Customername ' RODNEY HALL CONCRETE CONST Truck size I Type job 11.00 DRIVEWAY Tax CD TS TarmaCl,project no. Customer P.O. no. Order no. Terms cod; YCharered ge deliv3 C.O.D. I lme due 4410? 1 L 10096 1 2 Charge F.O.B. FC.ao_ -Eo:B. 1 ^ 57 Delivery name and address Lot Block County ST LUCIE COUNTY 8 VILLA MARIA, FT PIERCE Instructions COUNTRY CLUB •-`"OFF KINGS HWY — I95 NORTH, EXIT ORRf.If7E RV GO slump I WEST, GO NORTH ON KINGS HWY ABOUT 7 MILES, TL SPANISH LAKES 5.00 BLVD, 'T[_ CALLE DE LAGOS, .TR VILLA BLANCA I Quantity7 1.Product7 �� — � U/M; Unrt price: , Amount °'�._._.—J Load Cumulative Ordered' Code Description 11.00 1B.0(I 1 Sx.00 CAF95R: A2500 1*7 C, 111.00 103364 MAS17ERFIBER 1435 — .5"t C, 1.00 to 800007 FUEL SURCHG L) I 1.00 800014 ENVIRON SURCHG LII 29 MAY 13rr l6 Load Arrive,)ob site .Start discharge Finish discharge Leave jobsite Arrive plats 3 Sales tax. • TOTAL. Additional wate Wed to this concrete will reduce its strength. Any water added is at customer's risk. Gallons of water, added:_ Gallons of water added: _. Gallons of water added: — Amt of CY Retained: ' Customer Approval: CustomerAporoval: Customer Approval: Customer Approval: ted Tested properly Yea ❑ No ❑.. Yes ❑ No No. 7291233 Safety is a constant state of mind, with every employee feeling responsible and empowered to'act to cause him and others to work safely, on the belief ' that all accidents are ,preventable and that zero incidents is the only goal. Lot: - Block: Address: Correct by Not Correct TITAN FLORIDA LLC TERMS AND CONDITIONS OF SALE 1. All sales will be subject to these tetutsand conditions ("Contract") and, if buying on credit, to Buyer's credit agreement with Seller, incorporated herein by reference; all other terms, including any terms contained in Buyer's purchase order, are excluded unless agreed to by Seller in writing. Any changes must be in writing and: signed by each party. This Contract will be construedin accordance with the laws of the state of Florida. For all disputes relating to this Contract, Buyer hereby consents to the,jurisdiction acid 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. Acash discount of 1% 10"proximo may be deducted if no previous balances are past due. Interest at the lesser of 1 "/:%per monthor the maximum rate allowed by law will be imposed on outstanding and delinquent invoices from the date of delivery until paid. Buyer will pay to Seller all applicable federal., state and local sales and use taxes. In addition to any other available rights. and remedies; Sellerwill be entitled to recover from Buyer all costs of collection mid litigation including, but not limited to, reasonable attorneys' fees: Seller reserves the right to require payments in advance or to cancel the until led portion of this Contract without notice in the event of Buyer default of any Contract provisions, or if thefinancial status of Buyer becomes impaired or deemed unsat- isfactoryto Seller. Failure of Seller to exercise any of its rights will not be deemed a waiver of any such right. 3. Regular delivery hours are 7:00 a.m. 5:00 p.m., Monday through Friday. An additional charge may be added for deliveries outside of these hours and for any waiting/unloading periods in excess of 60 minutes. Prices are based on full loads; an additional charge will apply to loads of less thanseven cubic yards. The minimum load for each delivery is 1'/: 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. " I 5. Buyer must provide suitable approaches to delivery points beyond paved streets. For delivery beyond curb lines, Buyer assumes all liability for damage to vehicles, sidewalks, driveways, pipes, septic tanks, and/or other property; and Buyer will indemnify and hold Seller harmless from and against any and all liability, loss and expense incurred as a result of such delivery, including but not limited to towing charges, except to the extent caused by Seller's gross negligence or willful misconduct. Buyer waives any right of subrogation against Seller. 6. Buyer is responsible for full payment of, including all costs of disposal and Seller's return charge per truck for, (i) orders not cancelled at least one hour prior to delivery time; (ii) concrete delivered due to Buyer's mistake or in excess of requirements; (iii) concrete not deliverable dueto 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 "formmeasurement" 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 mid quantity of goods to be purchased. Seller warrants that its products will meet or exceed applicable American Society for Testing Materials ("ASTM".) and American Concrete: Institute ("ACl").standards, when tested in accordance with ASTM and evaluated by ACI standards. Seller will repair or replace any goods supplied by Seller that fail to meet this limited warranty, within one year after delivery thereof Seller will uphold its warranty obligations under Florida statute 718:203, as applicable. ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED, INCLUDING WITHOUT LIMITATION THE WARRANTIES OF MERCHANTABILITYAND FITNESS FOR. A PARTICULAR PURPOSE, ARE HEREBY EXPRESSLY EXCLUDED. THE REMEDY SET FORTH IN THIS SECTION 8 WILL CONSTITUTE THE SOLE REMEDY OI' 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 tine 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 coitact.\vith.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 theeffect 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 deliveredin accordance with ASTM C-94. Concrete temperature. will be dictated by the environmental and material condi- tions atthe time of delivery., Any requirement. beyond. these conditions will require theimplementation of controlled measures during production at the expense. of Buyer.. 12. Buyer must give Sellerwritten notice within 48 hours after delivery of any claim against Seller as aresult of any alleged nonconforming materials or any other cause whatsoever (other than failure tomeet 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 reasonableopportunity 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 allsuch claims against Seller. 13. SELLER WILL NOT BE LIABLE UNDER ANY CIRCUMSTANCES FOR ANY SPECIAL, INCIDENTAL, PUNITIVE OR CONSEQUENTIAL DAMAGES INCLUDING WITHOUT LIMITATION, ANY DAMAGES RELATED TO DELAY, WHETHER BASED ON STATUTE, TORT, CONTRACT, OR OTHERWISE, AND WHETHER. OR NOTARISING' FROM SELLER'S NEGLIGENCE, STRICT LIABILITY OR FAULT. IN NO EVENT WILL SELLER BE RESPONSIBLE FOR DAMAGE DUE TOTHE 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. t r n 14. Notice. All notices to Seller will be sent in writing to the sales office, issuingthe price quotation, witha. copy toCredit .Department, 455 Fairway Drive, Deerfield Beach,. FL 33441. • 1 15. Sevembility. The unenforceability of any provision of this Contract µill not affect the enforceability of any other provision of this Contract, and each ,other provision,ofthis Contract will be severable and enforceable to tit, 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 T14E EYE, RINSE IMMEDIATELY WITH WATER AND GET PROMPT MEDICAL ATTENTION. KEEP OUT OF REACH OF CHILDREN: MATERIAL SAFETY DAFA SHEETS (MSDS):ARE AVAILABLE AC WW W.TITANAMERICA.COM. ,I Revd 2,08 Planning & Development services Building & Code,Regulation Division 2300 Virginia Ave - Fort pierce, Fl. 34982 772462-2172 Fax772-462-640 CERTIFICATE OF TERMITE TREATMENT CONSTRUCTION SOIL TREATMENT PERMIT #: I so s -05�19. ] s DRESS: Vida rorL rl'e iGz, BUILDER/CONTRACTOR: PEST CONTROL CONTRACTOR: — G' PEST CONTROL LICENSE #: We, the undersigned, hereby certify that we have pretreated the above described construction for subterranean termites in accordance with i0e. standards of the National Pest control Association. Square feet if area treated:Z S' l !� / S0 L/FChemlcals used: fjJa �'i�r`di� Percentage of solution: 06111.' Total gallons used: q0 Date of Treatment: 7/z Time of Treatment:, /6 ,Footing I't Treatment Re -Treat Dr ray is Treatment RP,Treat �SorA4k A thK32 Treatment Re -Treat _1� Treatment Re -Treat Pools r _lg Treatment _Re -Treat �PerimeCer for Final Inspec tion O,e�bi�-Lr:6 Signature of Exterminator Note. There must be a completed form foreach required treatment orre-treabnentand this form mustbe on the job s/te to be picked up by the Inspector at Me of each Inspection or the scheduled Inspection will fall and a•rednspectioo fee charoed. FBC1D4.2.6 Certifimte ofprotective Treatrrmntforpmvention oftermltrs. A weatherreststantjobsits posting board shall be provided to receive dupllcate TreatmentCerbf/rates as each rerlulred protediue tregbnentis completed, providing a copy for the person the pamat is issued to and another ropy for the bul/ding permit files. The Treabnent certificate shall provide the product used, identity of the applicator, time and date of the treatment site lotatian, area treated, chemical used, percent concentration andnumberofgallons used, m establlsJt a verifiable reCom'of protecdve treatment If the sail chemical bardermethed for termite prevention Is used, final exterior treatment shall be Completed pnLrto final buliding approval. 5t Lucie County requires for the final inspection for CO, a permanent Sticker to be placed on the electrical panel box cover, IL.Hng all the treatments and dates of applications, 3 y951 REr ED MAY 2 4 �016 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 SOIL COMPACTION REPORT FAX (772) 589-6469 ASTM D 1567 and ASTM D 2922 DATE TESTED PERMIT # CONTRACTOR JOB LOCATION January 4, 2016 15060549 Wynne Development 8 Villa Maria Spanish Lakes Ft. Pierce, Florida ITEM TESTED Compacted Foundation Fill KSM JOB # : 160013-1 d/MH/aj TEST LOCATION DEPTH "PEN DRY MAX. DRY PERCENT OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION 1. N.E. 0" - 12" 40 109.1 112.0 97.4 2 N.W. 38 107.0 95.5 3. Center 36 108.1 96.5 4 S.W. ., 44 108.1 96.5 5 S.E. 40 108.1 96.5 Soil Description: Brown Sand W 113.0 I I I I I In Place Moisture: E 8.8 Percent I I I I I I G I Optimum Moisture: T I I I I I 11.0 Percent I I I I Max. Dry Density: P I 111.0 — •I— I —••—•I— —•I— — —••—• 112.0 P.C.F. C I j I I I I I I I I I @ Test Locations The F 110.0 a — •L.._..I_.._.l_.._.I_.._.l_.._. Density & Penetrometer I I I I I I Readings Indicate the D I I I I I I Degree ofCrrjRqotionMeets Y 109.0 �••—••I ...... Minim Minim urnsWe'ZrOYdP... 8 9 10 11 12 13 14 * Pin. aih ds rA&% W 13atural Grade. Moisture - % of Dry Weight RECEIVED JAN 15 2016 Fax to: SVUj6._Qf %'3Bhuialdkiensg Department Email to: dotty@ naltl '.lellerOP.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 Planning & Development Services Building & Code Regulation Division 2300 Wginla Ave Fort Pierce, FL 34982 772-462-2172 Fax772-462-6443 CERTIFICATE OF TERMITE TREATMENT CONSTRUCTION SOIL TREATMENT PERMIT #: I jr06-os�ly JOB ADDRESS: 6 VIA la PEST CONTROL CONTRAC I 1 PEST CONTROL LICENSE #: We, the undersigned, hereby certify that we have pretreated the above described construction for subterranean termites in accordance with the standards of the National Pest Control Association. Square feet if area treated: Ley 8 Chemicals used: ` G S Pi IyLPi Percentage of solution: • 0 6 Date of Treatment: f " 00 _Footing I" Treatment �___Re-Treat _Driveway 151 Treatment �Re-Treat _Other _ice Treatment Re -Treat Total gallons used: 17 s — Time of Treatment: /;da _Slab - �e_1a Treatment _Re -Treat Pools _ia T reatment _Re Treat _Perimeter for Final Inspection Signature of Ext orator Note: There must be a completed form for each required treabnent orre-treatrttentand this form mustbe on the job site to be plow up by the Inspector at dme of each rnspectlon or the scheduled 1r7Specdon w111 fall and a•re-Inspectron fee charged. FBC1114.2.6CeriffitateofProtecb'veTrWilnentforprevendoaoftermW5. AweatherraslstantjobsitePasdagboard 5ha0be provided to receive da#frate Treatment Ce&Acates as each required protedive t wlmentrs completed, provlVing a copy for the person the permit is Issued to and another copy Ibr the bulldfng permit files The Treahnent L'ertrficateshall provide the product used, rdendty of the applicator, time and date of Me treatment; site lotatlon, area treated, chemical used, percent mncentradon and number ofgallons used, to esiabflsh a verifiable record of proledlve tr,eabrrent. If the aorl chemrral bamermetihod for termrte prevention rs used, final exterbor treatment shall be completedprlor to final builo7ng 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. V � TITAN Cb1VCRETE "Thank you - We appreciate your business" Materials for Life' /y Ticket no. J r/ Crete �eti VERO BEACH 7 27E4 INDUSTRIAL BLVD 341660 VERO BEACH, FL 32960 Delivery date IPlant Truck Driver Truck size Type job 0 l7/16 l 1484 IDTI I pgn. gnRFRT Fig, sI PTA ON Customerno, Customer name Zone �Tax CD �� 701Af114`,3`i I' f7flr]IVFV 1 IRI I f ONr RFTF rnNST ITarmac project no, Customer P.O. no. Order no. Terms code t-Charge delivered 3-C.O.D. me due' 441031 I 78].94 I1 '=ChargeF.0a. 4C.O.D-F.O.B. 09.15_ IDelivery name and address Lot Block CounTy ST LUCIE COUNTY 8 VILLA MARIA, FORT FIERCE S COUNTRY CLUB SUB:-*** US 1 SOUTH TR TPKE FEEDER RD TR SPANISSH LAKES BLVD TL CALLE LAGOS TL VISTA LAGUNA TO VILLA 5.00 MARIA . [ 364 Description 12500 ##57 MASTERFIBER M35 — .50# FUEL SURCHG ENVIRON SURCH6 CY CY LD LD Finish discharge Leave job site Arrive plant Subtotal � 'Sales tax TOTAL Additional water added to this concrete will reduce its strength. Any water added is at customer's risk. Gallons of water added: Gallons of water added: Gallons of water added: _ I Amtof CY Retained: Customer Approval: Customer Approval: Customer Approval: .Customer Approval: ITested L Tested properly I No. � ��,� I Authorized and received by ^ . ❑ Yes .(l No ❑ Yes El No x Safety is a constant state of mind, with every employee feeling responsible and empowered to act to cause him and others to work safely, on the belief that all accidents are preventable and that zero incidents is the only ggal. Lot: Block: Address: Correll Not Correct r.1 ICTONAPP cnPV TITAN FLORIDA LLC TERMS AND CONDITIONS OF SALE i I. All sales will be subject to these. Germs anditions ("Contract") and, if buying on credit, to Buyer's credit agreement with Seller, incorporated herein by reference; all other terms, including any terms contained in Buyer's purchase order, are excluded unless agreed to by Seller in writing. Any changes must bein 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. 3_ Payment terms: Net the last clay 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 11/2%U per month or the maximum rate allowed by law will be imposed on outstanding and delinquent invoices from the date of delivery until paid. Buyer will pay to Seller all applicable federal, state and local sales and use taxes. In addition to any other available rights and remedies, Seller will be entitled to recover from Buyer all costs of collection and litigation including, but not limited to, reasonable attorneys' fees. Seller reserves the right to require payments in advance or to cancel the unfilled led 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 deemedunsat- istitctory to Seller. Failure of Seller to exercise any of its rights will not be deemed a waiver of any such right. 3. Regular delivery hours are-7:00 a.m. - 5:00 p.m., Monday through Friday. An additional charge may be added for deliveries outside of these hours and for any waiting✓unloading periods in excess of 60 minutes. Prices are based on full loads; an additional charge will apply to loads of less than seven cubic yards. The minimum load for each delivery is Ph cubic yards. 4. Buyer w 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 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, Bayer assumes all liability for damage to vehicles, sidewalks, driveways, pipes, septic hunks, 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 resultof such delivery, including but not limited to towing charges, except to the extent caused by Seller's gross negligence or will fu1 misconduct. Buyer waives any right of subrogation against Seller. 6. Buyer is responsible for fall payment of, including all costs ot'disposal and Seller's return charge per truck for. (I) orders not cancelled at least one hour prior to delivery time; (ii) concreted livered 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 upo wet volume at the time of discharge from tine trek, mud are not sold "forum measurement' ormeasured "in place". Yield will be established in accordance with applicable ASTM standards. Buyer will pay all charges incident to inspection or tests made by or on behall'o'Buyer S. Limited Warranty: Buyer is solely responsible for determining: the type and quantity ofgoods to be purchased. Seller warrants that its products will meet or exceed applicable American Society for Testing Materials ("ASTM") and American Concrete Institute ("ACI") standards, when tested in accordance mvith ASTM and evaluated by ACI standards. Seller will repair or replace any goods supplied by Seller that fail to meet this limited warranty, within one year after delivery thereof. Seller will uphold its warranty obligations untjer Florida statute 718.203. as applicable. ALL OTHER WARRANTIES, WHET HER EXPRESS OR IMPLIED, INCLUDING WITHOUT LIMITATTONTHE WARRANTIES OF MERCHANTABILITYAND FITNESS FOR A PARTICULAR PURPOSE. ARE HEREBY EXPRESSLY EXCLUDED. THE REMEDY SET FORTH IN THIS SECTION 8 WILL CONSTITUTE THE SOLE REMEDY OF BUYER UNDER THIS LIMITED WARRANTY. ' 9. Seller will not be responsible for slump, strength or quality of any concrete to which water or other material has been added by or on behalf of'Buyer. Buyer will be responsible to see that the concrete is handled in accordance with best construction practices. Seller has no control over the placing or handling of concrete after unloading and does not guarantee the finished work in which it is used. Buyer will be responsible to prevent concrete after unloading from conning into contact with any material, such as aluminum, which may adversely impact concrete strength. 10, Buyer will furnish any admixtures or ingredients it desires that are not regularly supplied by the Seller in the marketplace. Buyer will be solely respon- sible for the effect of such admixture or ingredients on the concrete, Any extra product which may be required in excess of the mix design quoted, or which may be required to provide workability, strength, setting time orwater/cement ratio, will result in an additional ingredient charge payable by 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 writtennotice within 48 hours after delivery of any claim against Selleras a result of any alleged nonconforming materials or any other cause whatsoever (other than failure to meet compressivee 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 NOI BF: LIABLE UNDER ANY Cl RCUMSTANCES FOR ANY SPECIAL, INCIDENTAL, PUNITIVE OR CONSEQUENTIAL DAMAGES INCLUDING, WITHOUT LIMITATION, ANY DAMAGES RELATED TO DELAY, WHETI4ER BASED ON STATUTE, TORT, CONTRACT, OR OTHERWISE. AND WIIETHEROR NOTARISING FROM SELLER'S NEGLIGENCE, STRICT LIABILITY OR FAULT. IN NO EVENT WILL SELLER BE ItL'SPONSIBLE FOR DAMAGE DUE TO THE ACTIONS OF OTHERS OR THE FAILURE OF BUYER TO COMPLY u WITH ITS OBLIGATIONS SELLER'S LIABILITY FOR ANY CLAIMS WILL BE LIMITED TO THE PURCHASE PRICE OF THE GOODS SOLD UNDER THIS C•ONTRAC'T. „ All notices to Sellcr will be sent in writing to the sales office issuing the price quotation, with a copy to Credit Department, 455 Fairway Drive, d Beach, FL 33441. The unenforceability of any provision of this Contract will not affect the enforceability of any other provision of this Contract, and each in of this Contract will be severable and enforceable to the extent permitted bylaw. WARNING: CAl1SES SKIN IRRITATION - INJURIOUS TO EYES. 'FLAND CEMENT FRESHLY MIXED CONCRETE MAY CAUSE SKIN IRRITATION OR INJURY. AVOID CONTACT WITH.SKfN SLE., WASH EXPOSED AREAS PROMPTLY WITH WATER. IF ANY MIXTURES GET INTO THE EYE, RINSE IMMEDIATELY D GLI' I'ROMP'I' MEDICAL ATTENTION. KEEP OUT OF REACH OF CHILDREN. MATERIAL SAFETY DATA SHEETS (MSDS) ARE AVAILABLE AT W WW.TITANAiMERICA.COM. r—..x 01/05/2016 14:15 7725896e;`Li K5M ENGINEERING d PAGE 03/03 R WOWS J&DJA + 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.ksmengineeiing.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 PERMIT # CONTRACTOR JOB LOCATION January 4, 2016 �06�05''49� Wynne Development 8 Villa Maria Spanish Lakes Ft. Pierce, Florida ITEM TESTED • Compacted Foundation Fill KSM JOB # : 160013-1d/MH/aj TEST LOCATION DEPTH ' PEN DRY MAX. DRY PERCENT OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION 1. N.E. 0" -12" 40 109.1 112.0 97.4 2 N.W. 38 107.0 95.5 3. Center 36 108.1 96.6 4 S.W. 44 108.1 96.5 5 S.E. 40 108.1 96.5 Soil Description: Brown Sand W 113.0 ( I 1 I In Place Moisture: 1E I 8.8 Percent I I I I I I I G Optimum Moisture: H 112.0 �.._.,j_.._..j_.. _.j_.._.j_.._. 11.0 Percent T I I I I I Max. Dry Density: P I I 1 I I 11i.0••---i--• ••I_.._.j_.._.j_•• _.._. 112.0 P.C.F. C I I I I I I @ Test Locations The • F I I I I I 11o.0—••L.•_..I_.. .l_.._.I_.._.I_.._• Density & Penetrometer Readings Indicate the D I I I I I I Degree of qRwFoglon Meets go R Minielluir r,,n Y 6 9 10 11 12 Una -A 13 14 � ,� �en�Li@i ln9ss '��%�ptural Grade. Moisture • % of Dry Weight RECE! , EU Fax to; VAauc,iQGAtf''D;uilding Department Email to: dotty@ oa�iflive9lscr5p: 37293 / SI Lic. No.:800 / Julie E. Keller, P.E.: 68366 01/05/2016 16:11 7725896469 KSM ENGINEERING PAGE 01/01 Tip elk 2 A%&JAVA KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN 177P1337-7755 P.O. BOX 78-1877, SESASTIAN, FL 32978-1377 SEGASTIAN (772) 589-0712 PALM erACH (5&1)84s-740 www.ksrnengineering.net MELEiourdNE (321) 7158-8498 FAX (G61) 84548716 E.M;A: KSM0KSMENGINEE8ING.NET S7 LUCIE (772) 229-9099 C.A.: 6693SOIL COMPACTION REPORT FAX (772) 589-6469 ASTM D 1557 and ASTM D 2922 DATE TESTED January 4, 2016 PERMIT # 15060549 CONTRACTOR 7 Wynne Development JOB.LOCATION 8 Villa Maria Spanish Lakes Ft. Pierce, Florida KSM JOB # : 160013-1 d/MH/aj ITEM TESTED : Compacted Foundation Fill TEST LOCATION DEPTH ' PEN DRY MAX. DRY PERCENT OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION 11 N-E, 0" - 12" 40 109.1 112.0 97A 2 N.W. 38 107.0 95.5 3. Center 36 108.1 96.5 4 S.W. 44 108.1 96.5 .5 S.E. 40 108.1 96.5 Botl Description: Brown Band in Place Moisture: 8.8 Percent Optimum Moisture: 11.0 Percent Max.. Dry Density: 11.2.0 P,C.F. ® Test Locations The Density & Penetrometer Readings Indicate the Degree of QpWA@,,c ion Meets vv 113,0 1 E G isI— T j I I I 1 F 110.0 D 8 9 10 11 12 13 14 " R1tln?�,v fli)gs"Ti Ic Ci ayb N Aturai Grade, Moisture - °A of Dry Weight eat, JW� B .•� ,r'ti0 q ,r Fax to: S�fak �,�, �g�uildiing Department Email to: dotty fta d Ulell@r�PE :.37293 / S! Lia No.: 86A ! Julie E. Keller, P.E.: 683156 JOSEPH E. SMITH, CLEIiF THE CIRCUIT COURT - SAINT LUCIE Cie sr FILE N 4086605 OR R 3762 PAGE 1905, Recorded 06/30/201-z ac 11:31 AM V O V AFtba ETUaN TO, PERMIT NUMBER' ?1nn 5'Pvov a rnvn W tm w.... hq n1v ( NOTICE OF COMMENCEMENT The undersigned hemby given notice that impmv<ment will he made Ie certain red property, and in atccortlan¢'with Chapter 713. Florida vamtes the following informationisth is provided in e Notice of commencement. I. DESCRIPTIONO U n LOr y R21 '[u Lbgal description and sueet address) TAX FOLIO NUMBER:1301-11 I — 0001 —000 —5 SUBOMSIONC BLOCK TRACT_LOT_�LDC_UNR —1 %,—r 4 -f 1 townShio 34S Ranq-p 39E 2. GENERAL DESCRIPTION OF IMPROVEMENT: 3, OWNER INFORMATION: a.Namc Wynn c. interest in pmpeny d. N+me and address of (cc simple tislcholdcr (iPothu titan ewocr) a. CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: Wynne Devel ODment Cor DoraL iOn 8000 S O51 SU'C 902 PSf Fs 34952 277-878 e9 13 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: 6, LENDER'S NAME, ADDRESS AND PHONE NUMBER: 7. Persons within the Static of Flonda deaignated by Owner upon wham notice. or ether doeumenu may be served as provided by Section 713.13(1)(a) 7., Flenda Sutures: John Brennan NAME, ADDRESS AND PHONE NUMBER: 1 L S Car FF P Fr 34951 7966-15$3 8. In addition to himself or herself, Owner designates the following to receive a copy of she Licnor's Netice+s provided in Section 713.13 (I)(b). Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: 9. Eapirtam. date of nonce of corrmenument ((he expiration date is I year from the date of retarding unless +differem tlels is spem Bed) •_. ZO_ - v Matthew Lyle Wynne, V' —P pA ident --- Print Name and Provide SignalorY's TitlorOffce Signature of Ownere( Owner's Authorized ORccr/Di rectoi-M.Naer/Manager State of Florida County of St I r'ie The foregoing instrument was ecMowl,,dgcdl before me this 79th day of _. ZD_}rr� gy Matthew L le WV ne — .as (Name of person) (Type of authority ... ee. Owner, officer. wuce, nmrncy in M1c0 Fo, Wynne But ]ding Corporation _. (Name of pony on behalf of whom instrument was ueeutatl) Pusonally Known.y(_orpred��edtM1efollawingrypeoflD'— BAS A1� MPRg&1FSb."2 jM17 BUBBIl Magee E)WiEa F+hury2; 9DW (Printed Name of Notary Public) (Signature of Notary Public i�r+' aeiewlary MbylliaUU t`taaiaaat Under penalurs of perjury, I declare that I have read the foregoing and that the facts in it are true to the best of MY knowledge an better (section 92.525. Funds Sutures). signal". c(a) of Osvncr(s) or Owner(s)' Authorized Offcer/DirectorfPartner/Manager who signed abort: STATE OF FLORIDA ST. LUCIE COUNTY THIS IS TO CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF THE ORIGINAL. 0 . SMITH, RK puty Cler Date: ���� w' . ANE BUILDING CORPORATION 8000 South U.S. #1 Suite 402 Port St. Lucie, FL 34952 Spanish Lakes Communities Division Port Saint Lucie November 12, 2015 To: St. Lucie County Building Department Attn: Permitting and/or Plan Review Re: 8 Villa Maria Permit # 1506-0549 To Whom It May Concern: Miami Division Miami In regards to the above permit, the mobile home that was located on the lot was moved to 6 Silver Oak Lane in our Spanish Lakes One park. If you have any questions I Thank you, Matthew Lyle Wynne - V.P. be reached at (772) 878-5513. Telephones: Port Saint Lucie (772) 878-5513 Miami (305) 235-3175 BRADEN A BRAOEN, A. I. A., R. A. Archllecb & ?Manners 417 COCONUT AVENUE, STUART,, FUCRIOA 3499B TEUERHCNE: (772) 267-B25B FAX (772] 2B7-B2B3 AAC-000032 St. Lucie County Building Department Permit * 1506-0549 RE Address: 8 Villa Maria To whom it may concern, Please note, the ballard shall be 4". 150t► -05yo ST. LITCTR COUNTY Ri.TH INC DIVISION REVIESVED FOR COViP L4\� 'CE REVIE)', ED BY �� DATE 2 . 2 $: ZO PLANTS AND PERMIT MC ST E KEPT ON J0 OR NO INSPECTION NVILL BE MADE. i-0SE PLA OS M© ALL PROPOSED WORK APE SUBJECT TO AW CORRECTIONS MMUMED.GN NrLD IPTSPECTORS THAT A _�$1ORDER TO•..e, it)IM Y 'MT H ALL APPLICA.BLa CODES.' If you haute any questions please feel free to call me at (772) 287-8258. TL Braden & Braden AU PA August 10, 2015 BRADEN & BRADEN, A. I. A., P. A. 97rchitecis & nl-Tanners 417 COCONUT AVENUE, STUART,, FLORIOA 34996 TELEPHONE: (7723 2B7-B25S FAX [772] 2B7-02B3 #AAC-000032 St. Lucie County,Building Department Permit # 1 Qfr'0549 RE Address: 8 Villa Maria 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 D• Braden Braden & Braden AIA PA RECER"'D AUG 0 6 2915 July 29, 2015 06 BRADEN & BRADEN, A. I. A., P. A. Sfrchitecfs & 'Planners 417 COCONUT AVENUE, STUART, FLORIDA 34996 TELEPHONE: [772] 267-9259 FAX (772) 257-6263 #AAC-000032 July 29, 2015 St Lucie County Building Department Permit #:"06 0549 RE Address: 8 Villa Maria 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. a o R Braden Braden & Braden A1A PA C 5_6A Plan Review .# -/)6'y9 t� 2009 INTERNATIONAL Date '��5//s s RESIMMIACODE® Valuatlo 237 96s FOR ONE AND TWQ FAMILY DWELLINGS PLAN IiEVItW RECO D n 1 40 JURISDICTION i1T+ �sf�14�adnty,To�rfsf{Ep"eip�,„ "F 4 t t msY`rhr^scat r.+t�.'-m,,.> tb *x a wax,u �r ✓ . „"1 ?a'`'c i ag s f t'3 �� 3f�B��(i�b�klcpdaa�es�b� N�YyY3M�ral�s�gdlcatb�,�i�nTr�art�nes�' her2�0� r�ema�tm�l�Hes3d�niA�C�a�� the'Eplanrrev�ew��ccomdpl�sfiedast ,�Id,cated,�n„-.fhEs"e">�a d1�Iupi�dtb�t�h4o�s",�dgsl��r�hi�ra�s��s Ificai�ti $�ti��T�7�is,�er�or�afe�e ce�Fo�hlYlo�y�p�io2 bra cod'eie6hdnsw,th �,� - �r�egatd p'�E�za�ri�>"aEt irrpe'o�?lefai e E tofrtEaypp hick is� 7 I -ioGg' p eonst�ud,,o dop[�` eats.forone and tuvo7a�nilydv�'e11,ngSEand -�`fowdhoils (i tla s�yo""'k'�gi� c al �{'p rov�slpns�`Ke a Fie , fB,,io�'� bu19dl, sal' g[ pa "�as�°I nad't3b8'Gse'dpnly'by<1F�osea `i"' w'�p��Fe�Cnu led�ea61ea0 ca I pfe erc�, gc�fn e�e[LI d�atpe t"J7��tla 1, st"Illlctlon'pputne BPcptlg Corr ce ;n'�� x�' �k. CORRECTION LIST Code No. DESCRIPTION Section ' I e i I u i E I I 06/10 -z- •—• •,, �,u new"=w rtewm mac regmre a nnrn rgock or Inspection ofthe Installation must be coordinated with the Inspection phase (R109) of the project. B' _DING PLANNING (Chapter 3) DESIGN CRITERIA [Table R301.2(1)] Floor live load (Table R301.5) /Z psi Roof live load (Table R301.6) psf Ground snow load IV f, psi Basic wind speed ph Wind exposure category (R301.2.1.4) High wind design criteria applicable (R301.2.1.1) j Seismic design category (SDC) (Figure R301.2(2)J jV 1t9 SDC C&D provisions (R301.2.2) A, AF7 Weathering Frost line depth NJ Termite area Decay area Winter design temperature Ice barrier underlayment required r✓ 119 Flood hazards _ A-1A FIRE-RESISTANT CONSTRUCTION (R302) NrA Exterior walls (R302.1, Table R302.1) Townhouse separation (R302.2) Al /Ft/A Continuity and structural independence (R302.2.1, R302.2.4) N Parapets and construction (R302.2.2, R302.2.3) ROOM PLANNING REQUIREMENTS (-R303 through R305) %v 4 Two-family dwelling separation (R302.3) X•�sP Dwelling unit penetrations (R302.4) a✓ Dwelling/garage opening/penetration protec- tion (R302.5) lr�s� Dwelling/garage fire separation (R302.6) N {) Under -stair protection (R302.7) V Wall and ceiling finishes (R302.9) Flame spread index (R302.9.1) Smoke -developed index X(R302.9.2) Testing (R302.9.3, R302.9.4) Insulation (R302.10) rl_*� Flame spread/smoke-developed .(R302.10.11 R302.10.2) Cellulose loose -fill and exposed attic insulation (R302.10.3, R302.10.4) Testing (R302.10.5) r r'v i Fireblocking (R302.11) vP Draftstopping (R302.12) I 'ems to Combustible insulation clearance (R302.13) Area Average Minimum Natural" Use ftx Width ceilin t ceilin t light Natural ventilation* Living 120 7'-0" 7'-0" 5'-0" 8%floor area 4%floor area Dining 70 7'-0" 7'-D" 5'-0" 8%floor area 4%floor area Kitchen N.A. N.A. 7'-0" 5'-0" 8%floor area 4%floor area Bedroom 70 T-0" 7'4" 5'-0" 8%floor area 4%floor area Bathroom N.A. N.A 7'-0" 5'-0" 3 square feet 1Yz square feet - See Sections Rms.i a; ftaus.s.tor mechanical ventilation and artificial light t 6'-8. m/inatatt lumbing fixtures and for non -habitable basements. °� Required heating (R303.6) SANITATI9N (R306 and R307) �� Water closet Lavatory Tub or shower A/ Kitchen area with sink Sanitary sewer (Chapter 30) A-14(4 Private disposal (Appendix 1) -3- GLAZING (R308) ,^'SP Identification (R308.1) `✓/� Louvered windows orjalousies (R308.2) �s Human impact loads/hazardous locations (R303.3, R308.4) i% Skylights and sloped glazing (R308.6) v G:7 SAN D CARPORTS (R309) BU'CDIIyG PI-AlVAING �Cont'd.) Floor su (R309. ace no ncombustible; AU)' Carport, o , sloped floor AUTOMATIC FI floors; sloped two sides; nonco E SPRINKLER noor mbustib/a Townhouses (R313.1J SYSTEMS (R373) Automatic garage (R3092J O EMERGENCY ES door opener (R,309.4SlvlO ne- and two, family dwellings (R310) ESCAPE AN RESCUE J frvS//ALARMS (R314J (R3732J AND re OPENINGS _� Refere t�Are quired(R310.1J iiLyf,.. ncedstandards Areas het cation (R314,I R3>4? R310 eight, t, width, operation Power and interconnection ) Window s (R310 r 1 _ Re source (R31 (R314 3) /n� Bars grilles Wl sells (R310.2) A MONOXIDEAL.RMS 4) M Underdecks �dem and screens (R310.4 Nam_ ExistNew ing (R315�315) ANS OF EGRESS Porches (R310.5) ) 1— p Construction (R315. General S (R311) _ Referenced stand2) (R311,1) FOAM PLASTIC ard (R315.3J Egress door (R30 (R311.2)� Labeling 2.8, R316) Landings at g (R3162) R31y_33) exterior doors /g (R311.3 _ Surtace burning � / Vertical egress approval (R,,,6 rmal barrier, s Construction(R311.4) R316.7J pecific (R3 an DER 17AN�R3 8) 1TE p Hallways (R3116)a�chmant �" 8 (R311.5) ) ROTECTION StairyvaY width, head Protection re R311.73) droor4 walkline /sv R318.1J required (Tab/e R301.2 (R311.7.1 Quality (1)• R317, y R311. y mark (R3y7.2 and ��y 74.3Jrl(4 SITE AD R318.1.1) (R3 stairway landings an j r�sP DRESS (R319) N 175 R311.7 walking surfaces Address nu Han ACC tubers R319.1) Hand required (R311.7 ESSIBILI Handrail height 7) Tl (R320) StaiR311.779-R311.7 j grip -size Type B dwelling units R1ayillu 3 ELEVATORS/P aPPlicabte special ruination (R3036, e�/% LATFORM LIFTS (R321 (R320.1) stai R311.7 8) , t Referenc ) airways (R37 ed RR g Ramp slo landings, hat drails PLO OD- A COtandards (R321,1 R32 .3 Pa, la OD_ (R312 S.I NT NST TIO 1 ) (R3>1,8 RU Require ) General (R322.1 C N (R322) re d for o Hazard area ) oor9sraade landings ed3prfaces'stairs, R309.3, R32 , requirements and (R312.1) above Design 22 R322.3) (R301.24 Y,ght - 36" (R312.2) STORM gn Professional (R32 , ing limitations (R31 , �d! HELTERS (R323) 2 .6) 2 3) "� General and referenced standard (R32 3.1 C! i-r )UNDATIONS (Chapter 4) MATERIALS (R402) ✓—F 1— Concrete foun( i walls (R404.1.2) /'/%g ood foundations (R402.1) Wall height, unbalanced backfill, nominal thickness (Tables R404.1.2(2) - Concrete, compressive strength (R402.2) R404.1.2(8), R404.1.5.2] YTING403) bearing value (R401.4, R403.1) tingwidth (see page 5) ting edge thickness = 6" minimum; footing projection = 2" minimum, but <footing thickness (R403.1.1) / Footings in SDC C or D (R403.1.2, R403.1.3 and R403.1.6.1) 7 /tJ Depth below (outside) grade = 12" minimum; but below frost line except for frost pro- tected footings.(R403.1.4, R403.1.4.1 and R403.1.4.2) Sill plate bolting in concrete/masonry = t/z" di- ameter bolts, within 12" but not less than 7 bolt diameters from corner, 7" embedment (R403.1.6) Footings adjacent to slopes (R403.1.7) t✓ iA Frost protected shallow foundations (R403.3) Footings for precast concrete foundation (R403.4) FOUNDATION WALLS (R404 - R406) / ' l Horizontal and vertical reinforcement size and spacing (Tables R404.1.2(1) - R404.1.2(8), R404.1.2.2, R404.1.2.3.7) h lf'7 Stay -in -place forms (R404.1.2.3.6.1) IV 14 SDC C and D provisions (R404.1.2.4, R404.1.4) Height above finished grade (R404.1.6) / f f Ey 7� Sill plate size (R404.3) Precast concrete foundation walls (R404.5) +74 Drains required if habitable or usable spaces are below grade' (R405) / d" i4 Soil class (Table R405.1) Dampproofing if basements.are below grade' (R406.1) (� Waterproofing if high water table' (R406.2) " If uninhabitable, see Under -Floor Space (R408) COLUMNS (R407) A/ f& Protection from decay or corrosion (R407.1 and R407.2) N 1-4 Structural requirements (R407.3) Masonry foundation walls (R404.1.1) N� Anchorage (R407.3) Wall height, unbalanced backfill, nominal N 10 Wood columns (minimum 4" square) (R407.3) thickness [Tables R404.1.1(1) - R404.1.1(4), R404.1.5.1] Steel columns minimum 3" diameter, Sched- uleReinforcement size and spacing 49 p{�e)S7 ?I (Tables R404.1.1(2) - R404.1.1(4)] TABLE R403.1 MINIMUM WIDTH OF CONCRETE. PRECAST OR MASONRY FOOTINGS Unchesla LOAD -BEARING VALUE OF SOIL sf 1,500 2,000 3,000 >_ 4,000 Conventional U ht—frame construction 1-sto 12 12 12 - 12 2-sto 16 12 12 12 3-story 23 17 12 12 4-inch brick veneer over II hl frame or trinch hollow concrete masonry 1-sto 12 12 12 12 2-story 21 16 12 12 3-story 32 24 16 12 8-inch solid or full muted nry 1-sto 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- t-UllNUAI IUN5 (cont'd.) 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) JV114 Species and grade (R502.1) N /4 Joists — Sleeping areas, LL = 30 psf (Table R502.3.1(1)] ]� Joists — Nonsleeping areas, LL = 40 psf [TableR502.3.1(2)] IVM Cantilevered joists [Tables R502.3.3(1) and R502.3.3(2)] ! IV ! i9 Girder spans and header spans for exterior bearing walls [Table R502.5(1)] 0 Girder spans and header spans for interior bearing walls [Table R502.5(2)] Removal of debris (R408.5) Finished grade (R408.6) Flood resistance (R408.R408.7) PARTICLEBOARD UNDERLAYMENT (R503.3) Grade (R503.3.1) 1 /1 Thickness (R503.3.2) " �TT�� Installation [Table R602.3(1)] TREATED -WOOD FLOORS (ON GROUND) (R504) Base course: 4" thick with maximum 3/, " gravel or %" crushed stone (R504.2.1) Moisture barrier: placed over base course (R504.2.2) Materials (R504.3) / — 1r Joists under bearing partitions (R502.4) STEEL FLOOR FRAMING (R505) / V Bearing (1.5" minimum on wood or metal; 3" on Cold -formed steel; applicability limits; in -fine masonry or concrete) and lapped joists (3") framing (R505.1) A / j (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) ��_',`}�7rith�ganUnttstchYrg�`R5 P 7 Fastening (R502.9) N Framing of openings (R502.10) Al 1 A Wood trusses (R502.11) JV Draftstopping (R502.12) LUMBER FLOOR SHEATHING (R503.1) Allowable span (Table R503.1) End joints (R503.1.1) WOOD STRUCTURAL PANEL SHEATHING (R503.2) Grade (R503.2.1) Thickness (R503.2.1) Allowable spans (Tables R503.2.1.1(1) and R503.2.1.1(2)] Installation [Table 602.3(1)] Corrosion protection (R505.2.3) Fastening (R505.2.4) Floor construction (R505.3) CONCREJ�FLOORS (ON GROUND) (R506) dam/ Thickness: 31/2" minimum; Concrete strength �R Support:ort: p prepared subgrade; maximum earth fill = 8"; maximum sand or gravel fill = 24" 506.2.1) Base course: 4" graded with 2" maximum aggregate (R506.2.2) >' L' f' Vapor retarder (R506.2.3) / ` S d" Reinforcement support (R506.2.4) BE L CONSTRUCTION (Chapter 6) GENERAL (R601) : Design (R601.2) Component and cladding wind loads % [Table R301.2(2)] 7v / rt Vapor retarders (R601.3) 4 WOOD C9NSTRUCTION (R602) Construction [Figures R602.3(1) and R60Z3(2)] 1n/5,0 Stud grade (R602.2) N_ Ted 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) Drilling and notching —studs (R602.6) Drilling and notching — top plate (R602.6.1) Headers [Tables R502.5(1), R502.5(2), R602.72 and Figure R602.7.21 j`1�✓ Fireblocking (R602.8, R302.11) Cripple walls (R602.9) Wall bracing, braced wall lines, lengths, connections, support and joints (R602.10, R602.10.1, R602.10.3, R602.10.6 - fi Zr R602.10.8) 17 racing asea on win 'pee [fable R602.10.1.2(1)] Nth Bracing based on SDC [Table R602.10.1.2(2)] A/ Intermittent bracing methods (R602.10.2, Table R602.10.2) N tf1 Continuous sheathing (R602.10.4, R602.10.5) /V t/} Bracing for SDC C and D (R602.10.1.4.1, 1 D � R602.10.1.5, R602.11) + Wall bracing for stone and masonry veneer (R602.12) STEEL WALL FRAMING (R603) rff/� General (R603.1) / ! Structural framing (R603.2) -7- Material (R603.2.1) Identification (R603.2.2) Corrosion protection (R603.2.3) Fastening (R603.2.4) Wall construction (R603.3 - R603.5) Headers (R603.6) Studs, tracks and structural sheathing (R603.7 - R603.9) SHEATHING (R604 and R605) j� Wood structural panels (R604) G Particleboard (R605) MASON ONSTRUCTION (R606 - R610) General design (R606) ���SDC C and D (R606.12) !// Unit masonry (R607) Multiple wythe masonry (R608) Grouted masonry (R609) Glass unit masonry (R610) EXTERIOR CONCRETE WALL CONSTRUCTION (R611) Applicability (R611.2) Concrete wall systems (R611.3) omy-m-piace rorms (R611.4) Materials, construction details (R611.5 - R611.10) EXT�WINDOWS & DOORS (R612) General; window sills; performance; testing and labeling (R612) STRUCTURAL INSULATED PANEL WALL CONSTRUCTION (R613) Applicability (R613.2) Materials (R613.3) Wall panels, construction details (R613.4 - R613.10) „LL COVERING (Chapter 7) INTERIOR WALL COVERING (R702) N �Wood shakes and shingles (R703.5) // It/ /A Plaster material (R702.2) 4Exterior plaster (R703.6) Al” Plaster support (R702.2.3) T✓ �% Stone & masonry veneer (R703.7 & Figure r// Gypsum board material (R702.3.1) R703.7); Steel angle lintels-4" minimum bearing each end (R703.7.3) dvs P Gypsum board support, application and / fastening (R702.3.2 - R702.3.8) V_ Ceramic file (R702.4) %N /A Other finishes (R702.5 and R702.6) EXTERIOR WALL COVERING (R703) Water -resistive barrier (R703.2) IV Id Wood siding (R703.3) /✓ /49 Attachment and minimum thickness (Table R703.4) / - o Veneer ties: #9 U.S. gage wire or #22 U.S. gage by 7/6"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) +V /'� Flashing (R703.7.5 and R703.8) Jll� / /7 Exterior insulation and finish systems (R703.9) Fiber cement siding (R703.10) IVId Vinyl siding (R703.11) ROOF -CEILING CONSTRUCTION (Chapter 8) GENE R801) esign (R801.2 and R801.3) Component and cladding wind loads [Table R301.2(2)] ROOF FRAMING (R802) 9 �A Fire -retardant -treated wood (R802.1.3) /v/A Framing details (R802.3) Collar ties (4' o.c., in upper third of attic) (R802.3.1) Al / Purlins (2" x 4" at 4' o.c. minimum) (Figure R802.5.1, R802.5.1) T I✓SP Bearing (R802.6) /a-5? Cutting and notching (R802.7) T7VS /° Engineered wood products (R802.7.2) Lateral support and bridging (R802.8) Framing of openings (R802.9) Wood trusses (R802.10) P&Jio 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 /� Grade (7 N Span Size -8- 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 HOMR; Adjustment factor ROOF SHEATHING (R803.2) rade Thickck ness _k!��TW allowable stresses/grading // Allowable spans (Table R503.2.1.1(1)1 J NSf Installation (R803.2.3) ROOF=U'ji_'ILING CONSTRUCTION (cont°d.) STEEL ROOF FRAMING (R804) Roof construction (R804.3) General (R804.1) A Roof tie -down (R804.3.9) Structural framing (R804.2) ROOF VENTILATION (R806) Material (R804.2.1) Ventilation 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 C SIFICATION (R902) Roof covering materials (R902.1) WEATHER PROTECTION (R903) 11-5 Flashing (R903.2) /V & Coping (R903.3) A/AG Roof drainage (R903.4) N rA Hail exposure (R903.5) MATE(R904) Compatibility; specifications; physical characteristics; identification (R904.2 - R904.4) REQUIREMENTS FOR ROOF COVERINGS (R905) N I" Slate and slate -type shingles (R905.6) !/ fk Wood shingles (R905.7) f Wood shakes (R905.8) 411W Built-up roofs (R905.9) Metal roof panels (R905.10) 1- 1+ Modified bitumen roofing (R905.11) A" Thermoset single -ply roofing (R905.12) 1/ (ef Thermoplastic single -ply roofing (R905.13) 7( Sprayed polyurethane foam roofing (R905.14) %✓ Liquid -applied coatings (R905.15) ROOF INSULATION (R906) A-114 General (R906.1) d✓ a Asphalt shingles (R905.2) REROOFING 90 Dom(A Clay and concrete tile' (R905.3) Materials and methods (R90711 ✓� 14 Metal roof shingles (R905.4) fA 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 (R1001.3 and R 1001.4) Firebox walls and dimensions (R1001.5 and R1001.6) Steel fireplace units (R1001.5.1) Lintel (noncombustible) (R1001.7) Hearth extension material (R1001.9) Hearth extension (R1001.10) f Fireplace clearance (R1001.11) Fireblocking (R1001.12) MASONRY CHIMNEYS (R1003) S:21111111111 Construction (Table 1.1, R1003.2, R1003.3, and Figure re R1001.1) Corbeling (R1003.5) CHIT"... t1`YS AND FIREPLACES (cont'd.) Changes in dimension (R1003.6) Chimney clearance (R1003.18) Additional load (R1003.8) Fireblocking (R1003.19) Termination (R1003.9) a 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 - material/installation (R1003.11 Installation (R1004.2) and R1003.12) / Multiple flues (R1003.13) FACTORY -BUILT CHIMNEYS (R1005) Flue area (appliance) (R1003.14) Flue area (masonry fireplace) (R1003.15) Inlet (R1003.16) Cleanout opening (R1003.17) Listed and labeled (R1005.1) Installation (R1005.3 and R1005.4) EXTERIOR AIR SUPPLY (R1006) r Intake size (R1006.2, R1006.4) ENERGY EFFICIENCY* (Chapt r 11) r/ Compliance; material and equipment Mechanical systems (N1103) ding envelope (N1102) (N1101.2, N1101.3) Climate zone (Table N1101.2) 'See energy conservation plan review, record MECHANICAL (Chapters 12-23) J fv5f Appliance labeling (M130Z M1303) J`� � Chimney and vent location and terminations J AlC? ^ ^^_^_- 140 AF. /IAA (Chapter 10 and Chapter 18) I eV r ppliance installation (M1307) cooling equipment; heating g load calculations (Chapter 14) systems (Chapter 15) Duct systems (Chapter 16) Al /A Combustion air (Chapter 17) fuel -burning Boilers/water heaters (Chapter 20) N /.A Hydronic piping (Chapter 21) !✓ Special piping and storage systems (Chapter 22) Solar systems (Chapter 23) J � , lf Penetrations of fire -resistance rated assem- blies (R302.4, R3.02.5) FUEL GAS (Chapter 24) Application (G2401.1) Clearances (G2409) General regulations ( Electrical and electrical bonding (G2410, Appliance location (G2406) 2406) G2411) Air requirements (G2407) Pipe sizing (G2413) Installation (G2408) Piping materials (G2414) -10- FUEL GAS (cont'd) Piping installation (G2415 and G2419)_ Venting (G2426 -. G2429) ^� Piping support (G2418 and G2424) Misc appliances (G2423, G2425, G2430 - �v� �n ' l " Valves, controls, connections (G2420, G2421 G2453) and G2422) PLUMBING (Chapters 25-33) Water service location and depth (P2603, Sprinkler coverage P2604) (P2904.2.4) 4415 Sanitary and storm sewer location and depth Piping materials (P2904.3) (P2603, P2604) / �y �,p Flow rates (P2904.4.1, J Piping support (Table P2605.1) P2904.4.2) 1415 /" Listed plastic materials (P2608) Water supply capacity / N� P Plumbing fixtures (Chapter27) (P2904.5.2) /r S� Water heater size and location (Chapter 28) /L/ f Water supply and distribution system design // and calculations (Chapter 29) Dwelling unit fire sprinkler systems (P2904) NFPA 13D system (P2904.1) Pipe sizing (P2904.6) Drain, waste and vent pipe sizing and riser diagram (P3004, P3005, Chapter 31) M /a Sumps and ejectors (P3007) Al' %" Backwater valves (P3008) Temperature rating fv9© Fixture traps (103201) (P2904.2.1, P2904.2.2) /-� (1`9 Storm drainage (Chapter33) 8 Freezing protection IN fP Penetrations of fire -resistance rated assem- (P2904.2.3) blies (R302.4, R302.5) ELECTRICAL (Chapters 34-43) n� S Penetrations of fire -resistance rated assem- J✓y3 Wiring methods (Chapter 38) blies (E3402.2) Required lighting and receptacle outlets NS,Ysted.and labeled materials (E3403) (E3901, E3903) =.rvice equipment and location (E3405, E3601, E3606) srvice size and load calculations (E3602) e fault current (E3606) grounding (E3607) equired branch circuits (E3703) Feeder requirements and load calculations (E3704) /NS Ground -fault and arc -fault circuit -interrupter protection (E3902) Devices and lighting fixtures (Chapter40) Appliance installation (Chapter4i) Swimming pools (Chapter42) l✓ / 4- Class 2 remote -control, signaling and power-liim- Red circuits (Chapter 43) MANUFACTURED HOUSING USED AS DWELLINGS (Appendix E) �3 Provisions adopted (R102.5) ! f �'4_ Compliance with Appendix E verified -11- RADON CONTROL MEASURES (Appendix Fj Provisions adopted (R102.5) Compliance with Appendix F verified SWIMMING POOLS, SPAS AND HOT TUBS (Appendix G) Provisions adopted (R702.5) Compliance with Appendix G ve ified f PPFIO COVE S (Appendix H) rrowsions adopted (R702.5) I Comp' nce with Appe ix H verified PRIV E SEWAG� DISPOSAL ppendix/thAppendix Provisions adopted (R70 .5) ! Compliance I verified i EXISTI. G BUILDINGSiAND S RUCTURES ( pen i;1) I Provisions adopted R102.5) ! Co pliance wit ppendix J enfied SOUND TRAM MISSION (Appendix K) i Provisions ado ed (R102.5) Complia e with Appendjx K verified HOME DAY .AR —R_R 0-CC'I IPANCY (®p nnpn-rliy n 1 Provisions adopted (R102.5) Compliance with Appendix M verified -12- WYNNE BUILDING CORPORATION 8000 South U.S. #1 Suite 402 Port St. Lucie, FL 34952 Spanish Lakes Communities Division Port Saint Lucie July 7, 2015 To: St. Lucie County Building Dept. Attn: William Durden Re: 8 Villa Maria Permit # 1506-0549 In regards to the abovementioned permit, the Roof Underlayment that will be used is Titanium UDL-25 Plus - NOA# 14-0603.18. If there are any Thank you, Matthew I can be reached at (772) 878-5513. Miami Division Miami ne - V.P. ,,. ,>:• Telephones: Port Saint Lucie (772) 878-5513 Miami (305) 235-3175 { ® MIAMI- COUNTY � PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 31525-99 NOTICE OF ACCEPTANCE (NOA) www.Fnismidade.gov/economy Interwrap, Inc. 32923 Mission Way ¢��� Mission, BC, Canada V2V-6E4 i` Gil SCOPE: ^ 11H )r. !"' � This NOA is being issued under the applicable rules and regulations governing the use�rtttciori3 a nals. The documentation submitted has been reviewed and accepted by Miami -Dade County RE ct Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TT, UDL TF, UDL TTMC-300, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 13-0610.01 and consists of pages 1 through 5. The submitted documentation was reviewed by Alex Tigera. NOA No.: 14-0603.18 Expiration Date: 08/08/18 Approval Date: 06/11/15 Page 1 of 5 ROOFING COMPONENT APPROVAL Cateeorv: Roofing Sub-Cateeory: Underlayment Material: Polypropylene SCOPE: This acceptance is for Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TT, UDL TF, UDL TTMC-300, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments as described in this Notice of Acceptance, for use with approved prepared roof assemblies where ASTM D226 Type underlayment is specified and installed with prescribed approved fasteners and fastener densities. Designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code PRODUCT DESCRIPTION: Test Product Product Dimensions Specification Description Titanium® UDL-25 PLUS 48" x 250' rolls ASTM D226 Woven synthetic polymer underlayment with one Manufacturing Type I & D side coated with UV protected and slip resistant Location #1 & #3 polymer stabilized polypropylene on both sides. Titanium® UDL-30 48" x 250' rolls ASTM D226 Woven synthetic polymer underlayment with two Manufacturing Type I & II sides coated with UV protected and slip resistant Location #1& #3 polymer stabilized polypropylene on both sides. Titanium® UDL-50 48" x 250' rolls ASTM D226 Woven synthetic polymer underlayment with two Manufacturing Type I & 11 sides coated with UV protected and slip resistant Location 91& #3 polymer stabilized polypropylene on both sides. UDL TT 48" x 250' rolls ASTM D226 Woven synthetic polymer underlayment with one Manufacturing Type I & II side coated with UV protected and slip resistant Location #1 polymer stabilized polypropylene on both sides. UDL TF 48" x 250' rolls ASTM D226 Woven synthetic polymer underlayment with two Manufacturing Type I & II sides coated with UV protected and slip resistant Location #1 polymer stabilized polypropylene on both sides. UDL TTMC-300 48" x 250' rolls ASTM D226 Woven synthetic polymer underlayment with two Manufacturing Type I & II sides coated with UV protected and slip resistant Location #2 polymer stabilized polypropylene on both sides. RhinoRoof U10 42" x 286' rolls ASTM D226 Woven synthetic polymer underlayment with two Manufacturing Type I & II sides coated with UV protected and slip resistant Location #3 polymer stabilized polypropylene on both sides. NOA No.: 14-0603.18 MU1MI•DADE COUNTYFT 8=0 Expiration Date: 08/08/18 Approval Date: 06/11/15 Page 2 of 5 RhinoRoof U15 42" x 286' rolls ASTM D226 Woven synthetic polymer underlayment with two Manufacturing Type I and II sides coated with UV protected and slip resistant Location #3 polymer stabilized polypropylene on both sides. RhinoRoof U20 42" x 286' rolls ASTM D226 Woven synthetic polymer underlayment with two Manufacturing Location #3 Type I and II sides coated with UV protected and slip resistant polymer stabilized polypropylene on both sides. Titanium UDL25 48" x 250' rolls ASTM D226 Woven synthetic polymer underlayment with two Manufacturing Location #3 Type I and II sides coated with UV protected and slip resistant polymer stabilized polypropylene on both sides. RhinoRoof RSA 36" x 67' rolls ASTM D1970 Umeinforced polymer modified bitumen material Manufacturing Location #4 adhered to the underside of a polymer -coated, synthetic woven sheet. The underside is backed with a release film. MANUFACTURING LOCATIONS: I. ML1 2. ML2 3. ML3 4. ML4 EVIDENCE SUBMITTED: Test Apency Test Identifier Test Name/Report Date intertekTesting Services 43031783 TAS 104 02/19/03 3119607COQ-003B ICC-ES AC48 02/20/08 3124826-01 ASTM E108 02/19/08 3124826MID-007 ASTM E108 02/25/08 311801000Q-003 ASTM D226 02/20/08 3130639COQ-002A ASTM D226 02/20/08 3146738COQ-003A ASTM D226 06/20/11 3146738COQ-003B ASTM D 1876/ TAS 117 03/28/08 101465036COQ-001 ASTM D1970 06/27/14 100539395COQ-006 ASTM D226 06/02/14 101863861COQ-OOIA ASTM D226 10/28/14 101823107COQ-0I I -ASTM D226 12/09/14 Trinity ERD I15010.05.10 ASTM D4798 / D226 05/14/10 I38010.08.11 ASTM D226 08/11/11 I35520.08.11 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, Titaniumo UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments 1. Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments shall be installed in strict compliance with applicable Building Code. 2. Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments shall be installed with a minimum 4-inch head lap in a shingle layer fashion. 3. Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, and Titanium UDL25 Synthetic Underlayments shall be fastened with Miami -Dade approved corrosion resistant tin -caps and 12 gauge 1 '/4" annular ring -shank nails, spaced 6" o.c. at all laps and three staggered rows fastened 12" o.c. in the field of the roll. 4. Titaniumc UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof UI S, 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, Titaniume UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments-refer to a current Approved Roofing Materials Directory for fire ratings of this product. BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required .by the Building Official or applicable building code in order to properly evaluate the installation of this material. NOA No.: 14-0603.18 Expiration Date: 08/08/18 Approval Date: 06/11/15 Page 4 of 5 LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. 3. Titanium® UDL-25 PLUS, Titanium' UDL-30, Titanium' UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments shall be applied to a smooth, clean and dry surface with deck free of irregularities. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. 4. Titanium' UDL-25 PLUS, Titanium' UDL-30, Titanium' UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments shall not be hot mopped, refer to manufacturer's published literature for product compatibility. 5. Titanium' UDL-25 PLUS, Titanium' UDL-30, Titanium' UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments shall not be applied over an existing roof membrane as a recover system. 6. Titanium' UDL-25 PLUS, Titanium' UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments shall not be left exposed as a temporary roof for longer than 30 days of application. 7. UDL TTMC-300 Synthetic Underlayment shall not be left exposed as a temporary roof for longer than 180 days of application. 8. Titanium' UDL-25 PLUS, Titanium' UDL-30, Titanium' UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments are components used in roof system assemblies. Roof system assemblies are approved under a specific Notice of Acceptance. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. 9. Titanium' UDL-25 PLUS, Titanium' UDL-30, Titanium' UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments may be used with any approved roof covering Notice of Acceptance listing Titanium' UDL-25 PLUS, Titanium' UDL-30, Titanium' UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments as a component part of an assembly in the Notice of Acceptance. If Titanium' UDL-25 PLUS, Titanium' UDL- 30, Titanium' UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments are not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. 10. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. 11. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 14-0603.18 Expiration Date: 08/08/18 Approval Date: 06/11/15 Page 5 of 5 ,LI ,e.,=- 4 Ie.1lL� m cm 2- a 2q7 MIN. SETBACK EU, FRONT n I. SIDES /j SIf CNR SIDES �/ //(( REARlJ ZNG. �% •TECH. ._ Il�L.I� FdkM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Oroject Name: 62'' WYNNE GRAND CARLTON Builder Name: COMFORT CONTROL OF SLC, INC. c Street: D Permit Office: City, State, Zip: , FL, - Permit Number. Owner: GRAND CARLTON 62' Jurisdiction: Design Location: FL, Fort Pierce 1. New construction or existing New (From Plans) 9. Wall Types (1514.5 sgft.) Insulation Area a. Concrete Block - Int Insul, Exterior R=4.3 1514.50 ft' 2. Single family or multiple family Single-family b. WA R= ft' 3. Number of units, if multiple family 1 c. WA R-- ft' 4. Number of Bedrooms 2 d. N/A R= ft' 10. Ceiling Types (1446.0 sgft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1446.00 ft' 6. Conditioned floor area above grade (W) 1446 b. N/A R-- ft' c. N/A R= ft Conditioned floor area below grade (W) 0 11. Ducts R ft' 7. Windows(114.0 sgft.) Description Area a. Sup: Attic, Ret: Attic, AH: Attic 6 90 a. U-Factor. Dbl, U=1.30 114.00 ft' SHGC: SHGC=0.50 12. Cooling systems kBluRv Efficiency b. U-Factor. WA ft a. Central Unit 28.2 SEER:15.00 SHGC: c. U-Factor: WA ft' SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor. N/A ft' a. Electric Heat Pump 28.2 HSPF:8.60 SHGC: Area Weighted Average Overhang Depth: 3.833 ft. Area Weighted Average SHGC: 0.500. 14. Hot water systems a. Electric Cap: 40 gallons 8. Floor Types (1446.0 sgft.) Insulation Area EF:0.900 a. Slab -On -Grade Edge Insulation R=0.0 1446.00 ft' b. Conservation features b. WA R-- ft' None c. N/A R= ft2 15. Credits CF, Pstat Total Proposed Modified Loads: 26.16 PASS Glass/Floor Area: 0.079 Total Standard Reference Loads: 32.81 1 hereby certify that the plans and specifications covered by Review of the plans and OFTt;E Sp9�e this calculation are in compliance with the Florida Energy specifications covered by this y „ ? As O� Code. calculation indicates compliance With the Florida Energy Code. PREPAREPTI, Before construction is completed oulG a DATE: this building will be inspected for compliance with Section 553.908 0 • e I hereby certify that this building, as designed, ' compliance Florida Statutes. COD with the Florida Energy Code. W6 OWNER/A T: BUILDING OFFICIAL: DATE: DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with 403.2.2.1.1.• Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist T` ' P q P P y� v� , .. . 5/15/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 PROJECT Title: Building Type: Owner: # of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: 62' WYNNE GRAND CARLT FLProp2010 GRAND CARLTON 62' 1 COMFORT CONTROL OF SL Single-family New (From Plans) Bedrooms: 2 Conditioned Area: 1446 Total Stories: 1 Worst Case: No Rotate Angle: 45 Cross Ventilation: No Whole House Fan: No Address Type: Street Address Lot # Block/SubDivisicn: PlatBook: Street: County: ST. LUCIE City, State, Zip: FL, - CLIMATE Design Location TMY Site IECC Design Temp Zone 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Fort Pierce FL_ST LUCIE CO_INTL 2 39 90 70 75 722 62 Low BLOCKS Number Name Area Volume 1 Blockt 1446 11568 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 RoomslnBlockl 1446 11568 Yes 2 2 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio RoomslnBlockt 150.7 ft 0 1446 ft' 0 0 1 ROOF # Type Materials Roof Gable Roof Area Area Color Solar Absor. SA Emitt Emitt Deck Pitch Tested Tested Insul. (deg) 1 Hip Metal 1523 ft' 0 ft' Medium 0.88 N 0.9 No 0 18.4 ATTIC / V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1445 ft' N N CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) RoomslnBlockl 30 1446 ft° 0.1 Wood 5/15/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 WALLS Adjacent Cavity Width Height Sheathing Framing SolarArea ow Below Space RALghig PAIAllip N Exterior Concrete Block - Int InstloomslnBloc 4.3 32 2 9 10 316.3055 0 0 0.8 0 2 E Exterior Concrete Block - Int InsBl00mslnBloc 4.3 49 11 9 10 490.8472 0 0 0.8 0 _ ` 3 S Exterior Concrete Block - Int InsRoomsInBIoc 4.3 15 6 8 0 124 ft2 0 0 0.8 0 4 SW Exterior Concrete Block - Int InsBloomslnBloc 4.3 4 3 8 0 34 ft' 0 0 0.8 0 5 W Exterior Concrete Block - Int InsBloomslnBloc 4.3 35 2 8 0 281.3333 0 0 0.8 0 6 W Exterior Concrete Block - Int InsFdoomsinBloc. 4.3 8 0 8 0 64 ft' 0 0 0.8 0 7 S Exterior Concrete Block - Int lnS5l00msInBloc 4.3 25 6 8 0 204 ft' 0 0 0.8 0 DOORS # Omt Door Type Space Stones U-Value Width Height Ft In Area Ft In 1 S=>E Insulated RoamslnBloc Metal 0.6 3 0 7 0 21 ft' 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=>W 1 Metal Double (Tinted) Yes 1.3 0.5 N 27 ft' 10 ft 0 in 0 ft 6 in HERS 2006 None 2 N=>W 1 Metal Double (Tinted) Yes 1.3 0.5 N 15 ft- 1 ft 0 in 0 ft 6 in HERS 2006 None _ 3 N=>W 1 Metal Double (Tinted) Yes 1.3 0.5 N 15 ft- 1 ft 0 in 0 It 6 in HERS 2006 None 4 E=>N 2 Metal Double (Tinted) Yes 1.3 0.5 N 20 ft' 1 ft0 in 0 ft6 in HERS 2006 None, 5 E=>N 2 Metal Double (Tinted) Yes 1.3 0.5 N 15 ft' 1 ft 0 in 0 ft 6 in HERS 2006 None _ _ 6 S=>E 3 Metal Double (Tinted) Yes 1.3 0.5 N 16 ft' 6 ft 0 in 0 ft 6 in HERS 2006 None 7 W=>S 5 Metal Double (Tinted) Yes 1.3 0.5 N 6 ft' 1 ft 0 in 0 ft 6 in HERS 2006 None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 382.8 ft' 382.8 ft' 64 ft 8 ft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 BySpaces Proposed SLA 0.000360 1365.4 74.960 140.97 0.2628 7.0821 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF: 8.6 28.2 kBtu/hr 1 sys#1 5/15/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 406.4.1 Compliant Software Page 3 of 5 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 15 28.2 kBtu/hr 846 cfm 0.8 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric .None Garage 0.9 40 gal 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 90 ft' Attic 25 ft' DSE=0.88 Attic 0.0 dm 0.00 % 0.00 0.60 1 1 TEMPERATURES Programablre7X�(�Thermostatt::Y CAprr��eiling Fans:Coollng Jan( Fe fff [[XX] Jul [[XX]] Aug �(XX]] Sep [[�XXX]]]Oct�([XXXX ���(XXX( fX] JM:yun (X] (X] IX1 OctOctt Nov Dec VeDec nting !xl Jan X Feb ] ] Mar [X� Apr X1 May Jun [X11lll Jul [IXX]l Aug [[XX1ll Sep Lxl LXJ [X� (Xi Thermostat Schedule: HERS 2006 Reference Hours Schedule Type. 1. 2 3 4 5 6 7 8 9 10 11 12 Coaling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 5/15/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 FARM 405-10 ADDRESS: FL, Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method PERMIT #: MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full detairOi Mid COMPONENT SECTION SUMMARY OF REQUIREMENT(S) �y�y 4 CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC -rated as meeting ASTM E 283. Windows and doors = 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors & outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat & 403.1 At least one thermostat shall be provided for each separate heating and controls cooling system. Where forced -air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric) or shutoff (gas). Circulating system pipes insulated to = R-2 + accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower (HP) of = 1 & Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor -retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site -recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82% after 4116113). 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 >1okW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 5/15/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX` = 80 The lower the EnergyPerformance Index, the more efficient the home. FL, - 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (W) 7. Windows" Description a. U-Factor. Dbl, U=1.30 SHGC: SHGC=0.50 b. U,Factor: N/A SHGC: c. U-Factcr: WA SHGC: d. U-Factor. NIA SHGC: New (From Plans) 9. Wall Types Insulation Area a. Concrete Block - Int Insul, Exterior R=4.3 1514.50 ftz Single-family b WA R= ftz 1 c. WA R= ftz 2 d. N/A R= ftz 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 1446.00 ft 1446 b. N/A R= ftz c. N/A R= ftz a 11. Ducts R ftz 1 4 ftz a. Sup: Attic, Ret: Attic, AH: Attic 6 90 ft 12. Coaling systems k8tu/hr Efficiency ftz a. Central Unit 28.2 SEER:15.00 Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8. Floor Types Insulation a. Slab -On -Grade Edge Insulation R=0.0 b. WA R= WA R= ftz 13. Heating systems a. Electric Heat Pump 3.833 ft. 0.500 Area 14. Hot water systems 1446.00 ftz a. Electric ftz b. Conservation features ftz C. None q 15. Credits n K 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. Othe ise, ew EPL Display Card will be completed based on installed Code compliant e . Builder Signature: Date: a 3,(, l Address of New Home: City/FL Zipral .� kBtu/hr Efficiency 28.2 HSPF:8.60 Cap: 40 gallons EF: 0.9 .1nl IF Pstat 'Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. "Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software ro ect Summary Job: P �+ wrightsofts � � Date: MAY 15, zo1z 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: comfortcontrolofslacom For: 62' GRAND CARLTON WYNNE BUILDING CORP.µT FORT PIERCE, FL 34983 Notes: Design Information Weather: Fort Pierce, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 90 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 15 OF Daily range L Relative humidity 50 % Moisture difference 61 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 17399 Btuh Structure 16133 Btuh Ducts 3009 Btuh Ducts 3659 Btuh Central vent (25 cfm) 773 Btuh Central vent (25 cfm) 414 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 21181 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Infiltration Equipment sensible load 19195 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2411 Btuh Ducts 1086 Btuh Heating Coolingg Central vent (25 cfm) 1049 Btuh Area (ft')1446 1446 Equipment latent load 4547 Btuh Volume (ft3) 12558 12558 Air changes/hour 0.45 0.23 Equipment total load 23742 Btuh Equiv. AVF (cfm) 94 48 Req. total capacity at 0.70 SHR 2.3 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade COMFORT 15 PURON SINGLE STAGE ... Trade COMFORT 15 PURON SINGLE STAGE ... Model 25HBC530A Cond 25HBC530A AHRI ref no3676266 Coil FX4DN(B,F)031 AHRI ref no3676266 Efficiency 8.7 HSPF Efficiency 12.5 EER, 15.3 SEER Heating input Sensible cooling 19880 Btuh Heating output28400 Btuh @ 470F Latent cooling 8520 Btuh Temperature rise 27 OF Total cooling 28400 Btuh Actual air flow 947 cfm Actual air flow 947 cfm Air flow factor 0.046 cfm/Btuh Air flow factor 0.048 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.82 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2012-May-1509:13:19 Wt'1 t7t:50fY' 9 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 1 ACCA E:Mrightsoft HVAC\Wynne Corp162' WYNNE GRAND CARLTON 11 .rrp Celc = MJ8 Front Door faces: N Load Short Form Job: -� 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 Far 772-785-9144 Web: comfortcontrolofslc.com Project• • For: 62' GRAND CARLTON II, WYNNE BUILDING CORP. FORT PIERCE, FL 34983 Htg Clg Infiltration Outside db (°F) 42 90 Method Simplified Inside db (°F) 70 75 Construction quality Average Design TO (°F) 28 15 Fireplaces 0 Daily range - L Inside humidity (%) 30 50 Moisture difference (gr/Ib) 1 61 HEATING EQUIPMENT Make Carrier Trade COMFORT 15 PURON SINGLE STAGE ... Model 25H BC 530A AHRI ref no3676266 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8.7 HSPF 28400 Btuh @ 47°F 27 OF 947 cfm 0.046 cfm/Btuh 0 in H2O COOLING EQUIPMENT Make Carrier Trade COMFORT 15 PURON SINGLE STAGE Cond 25HBC630A Coil FX4DN(B,F)031 AHRI ref no3676266 Efficiency 12.5 EER, 15.3 SEER Sensible cooling 19880 Btuh Latent cooling 8520 Btuh Total cooling 28400 Btuh Actual air flow 947 cfm Air flow factor 0.048 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.82 ROOM NAME Area (fta) Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) Clg AVF (cfm) FOYER 60 1144 674 53 32 GRT RM/DINING 483 7087 7281 329 348 LAUNDRY 46 839 1859 39 89 KITCHEN 154 359 2942 17 141 MS BATH 53 907 1146 42 55 MS CLOSET 70 77 149 4 7 MS BDRM 266 4973 2990 231 143 HALL 18 19 37 1 2 BATH 45 514 237 24 11 BDRM 2 196 3577 2100 166 100 nA4 011 AO 40 IVIM0 1 CI[ L V Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ' 2012-May-15 0 wrightSOW Right -Suite® Universal 201212.0.04 RSU05864 Page I EAWrightsoft HVAMWynne Corp16T WYNNE GRAND CARLTON 11 .rrp Cale = MJ8 Front Door faces: N Entire House p 1445 20408 19792 947 947 Other equip loads 773 414 Equip. @ 0.95 RSM 19195 Latent cooling 4547 4AAff n] 7A'l QA7 OA7 I DIALS I"U <iroi c..r�c ..�� -�i Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 19 Wrl htSOft" 2012-May-1509:age2 ...� 9 Right-Suile®Universal 2012 12.0.04 RSU05864 page 2 ACCa EAWNghtsofl HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .up Cale = MJ8 Front Door faces: N wrightsofC 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: comfartcontrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name Entire House FOYER 2 Exposed wall 150.7 It 6.0 It 3 Room height 8.7 it P 8.0 it hwVcool 4 Room dimensions 6.0 x 10.0 it 5 Room area 1444.5 ft- 60.0 fN Ty Construction U-value Or HTM Area (ft') Load Area (fly Lead number (Stuh/ft? °F) (Btuh/fl� or perimeter (fit) (Btuh) or perimeter (fl) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross NIP/S Heal Cool 6 IIQQJJ 12C-Osw 0.091 n 2.55 2.18 315 246 627 537 0 0 0 0 I--G 1A.rlomd 1.270 n 35.56 26,39 39 0 1387 1029 0 0 0 0 2A-2ob 0.630 n 17.64 22.24 15 0 265 334 0 0 0 0 II----GG 2A-2om 0.840 n 23.52 26.39 15 0 353 381 0 0 0 0 11 1pJ 12C-Osw 0.091 a 2.55 2.18 490 450 1146 983 0 0 0 0 `C 2A-2om 0.840 a 23.52 68.19 40 3 931 2699 0 0 0 0 12C-Osw 0.091 s 2.55 2.18 124 83 211 161 48 27 69 59 2A-2om 0.840 s 23.52 25.39 20 20 470 508 0 0 0 0 11J0 0.600 s 16.80 17.40 21 21 353 365 21 21 353 365 W 12C-Osw 0.091 sw 2.55 2.18 34 34 86 74 0 0 0 0 12C-Osw 0.091 w 2.55 2.18 282 276 702 602 0 0 0 0 IW I--G 2A-2om 0.840 w 23.52 66.18 6 1 141. 397 0 0 0 0 W 13A.5oos 0.125 w 3.50 2.22 64 64 224 142 0 0 0 0 P 12B-Obw 0.097 - 2.72 0.85 204 204 554 174 80 80 217 68 C 168-30ad 0.032 - 0.90 1.68 1389 1389 1244 2333 60 60 54 101 C 16C-19al 0.049 - 1.37 2.08 56 56 77 117 0 0 0 0 F 22A-tph 1.358 - 38.02 0.00 1445 151 5729 0 60 6 228 0 8 c) AED excursion 423 -35 Envelope loss/gain 14501 112791 921 558 12 a) Infiltration 2898 794 106 29 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 0 0 Applianceslother 3600 0 Subtotal (lines 6 to 13) 17399 16133 1027 568 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 17399 16133 1027 588 15 Duct loads 17% 23% 3009 3659 11% 15% 117 87 Total room load 20408 19792 1144 674 Air required (cfm) 947 .7 53 32 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrift ghtso' Right -Suite® Universal 2012 12.0.04 RSU05864 2012-May-15 0 Page 9 ACC-P, E:\Wrighlsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .n'p Cale = MJ8 Front Door faces: N F�+wrightsoft' Right-J®Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST.. PORT ST. LUCIE. FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfoncontrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name GRT RM/DINING LAUNDRY 2 Exposed wall 45.0 ft 6.5 It 3 Room height 9.8 It heat/ccol 8.0 It heat/cool 4 Room dimensions 1.0 x 482.5 It 7.0 x 6.5 ft 5 Room area 482.5 fN 45.5 ft' Ty Construction U-value Or HTM Area (ftl Load Area (112) two number (BtuWft'-'F) (131UNI') or perimeter (f0 (Btuh) or perimeter (ft) (Bluh) Heat I Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 IIRR!! 12C-Osw 0.091 n 2.55 2.18 196 157 400 343 0 0 0 0 --G 1A-rtomd 1.270 n 35.56 26.39 39 0 1387 1029 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 11 12C-Osw 0.091 a 2.55 2.18 245 205 523 449 0 0 0 0 LC 2A-2om 0.840 a 23.52 68.19 40 3 931 2699 0 0 0 0 V�/ 12C-Osw 0.091 s 2.55 2.18 0 0 0 0 0 0 0 0 I-G 2A-2om 0.840 s 23.52 25.39 0 0 0 0 0 0 0 0 L-D 11J0 0.600 s 16.80 17.40 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 sw 2.55 2.18 0 0 0 0 0 0 0 0 W 12C-0sw 0.091 W 2.55 2.18 0 0 0 0 52 52 132 114 I-G 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 0 0 0 0 P 128-Obw 0.097 - 2.72 0.85 0 0 0 0 56 56 152 48 C 16B-30ad 0.032 - 0.90 1.68 483 463 432 811 46 46 41 76 C 16C-19al 0.049 - 1.37 2.08 0 0 0 0 0 0 0 0 F 22A-tph 1.358 - 38.02 0.00 483 45 1711 0 46 7 247 0 6 c) AED excursion 288 -83 Envelope loss/gain 5385 56191 1 573 155 12 a) Infiltration 977 268 115 32 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 0 0 Appliances/other 0 1 1200 Subtotal (lines 6 to 13) 6362 6346 688 1387 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 6362 6346 688 1387 15 Duct loads 11% 15% 725 935 22% 34% 151 472 Total room load 7087 7281 839 1859 Air required (cfm) 329 348 39 89 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoTt` 2012-May-15 09:13:19 9 Right-SUReO Universal 2012 12.0.04 RSU05864 Page 2 AGE E:1Wdghtsoft HVAC1Wynne Corp%2' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N wrightsoft• Right-JO Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax 772-785-9144 Web: comfoncontmlofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 2 3 4 Room name Exposed wall Room height Room dimensions KITCHEN 0 ft 8.0 it heat/cool 1.0 x 154.0 it MS BATH 7.5 it 6.0 it heat/ccol 7.0 x 7.5 it 5 Room area 154.0 ft' 52.5 W Ty Construction number U-value (Btuh/11 I') Or HTM (Btuwft� Area (ft� or perimeter (it) Load (Btuh) Area (ft� or perimeter (it) Load (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-Osw 0.091 n 2.55 0 0 0 0 0 0 0 0 to -lob 1.630 n 6.39 22.24 0 0 0 0 0 0 0 0 2A-2ob 0.840 rl 17.64 25.39 0 0 0 0 0 0 0 0 ZA-2om 0.091 n 23.52 23.55 22.18 0 0 0 0 0 0 0 0 11 VN 0,840 a 2.55 2.19 0 0 0 0 0 0 0 0 LG 2A-2om 2A-2om 0.091 a 22.65 62.18 0 0 0 0 0 0 0 0 2A-2om 2A-2orw 11JO 0.091 0.600 0.600 s s s 2.55 16.80 16.80 5.39 17,40 17.40 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 12C-0sw 0,091 sw 2.55 2.18 0 0 0 0 0 0 0 0 W LG 12C-0sw 2A-2om 13A-5ocs 0.091 0.840 0.125 w w w 2.55 23.52 3.50 2.18 66.16 2.22 0 0 0 0 0 0 0 0 0 0 0 0 60 6 0 54 1 0 138 141 0 lie 397 0 W P 12B-0bw 0,097 - 2.72 0.85 68 68 185 58 0 0 0 0 C 16B-30ad 0.032 - 0.90 1.68 154 154 138 259 53 53 47 88 C 16C-19al 0.049 - 1.37 2.08 0 0 0 0 0 0 0 0 F 22A-tph 1.358 - 38.02 0.00 154 0 0 0 53 8 285 0 6 c)AED excursion .153 215 Envelope loss/gain 323 164 611 818 12 a) Infiltration b) Room ventilation 0 0 0 0 133 0 36 0 13 Intemal gains: Occupants @ 230 Appliances/other 0 0 2400 0 0 0 Subtotal (lines 6 to 13) 323 2564 744 855 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 323 2564 744 855 15 Duct loads 11% 15% 37 378 22% 34% 164 291 Total roam load 359 2942 907 1146 Air required (cfm) 17 141 42 55 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft' 2012-May-15 09:13:19 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 3 AC�A E:1Wrightsoft HVAC1Wynne Corp162' WYNNE GRAND CARLTON 11 .mp Cale = We Front Door faces: N +wrightsoft' Right-JOWorksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE SILTMORE ST., PORT ST. LUCIE. FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comforlcomrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name MS CLOSET MS BORM 2 Exposed wall 0 it 42.0 it 3 Room height 8.0 it heat/cool 8.5 It heat/ccol 4 Room dimensions 7.0 x 10.0 it 14.0 x 19.0 it 5 Room area 70.0 ft2 266.0 It' Ty Construction U-value Or HTM Area (111 Load Area (ft� Lead number (Btuh/ft'-'F) (Btuwftl or perimeter (ft) (Btuh) or perimeter (it) (Btuh) Heat I Cool Gross N/P/S Heat Cool Gross N/P/S Heal Cool 6 12C-Osw 0.091 n 2.55 2.18 0 0 0 0 119 89 227 194 to-rtomd 1.270 n 35.56 26.39 0 0 0 0 0 0 0 0 2A-20b 0.630 n 17.64 22.24 0 0 0 0 15 0 265 334 2A-2om 0.940 n 23.52 25.39 0 0 0 0 15 0 353 381 11 W 12C-0sw 0.091 a 2.55 2.18 0 0 0 0 77 77 195 167 2A-20m 0.840 a 23.52 68.19 0 0 0 0 0 0 0 0 12C-Osw 0.091 S 2.55 2.18 0 0 0 0 0 0 0 0 2A-2om 0.840 5 23.52 25.39 0 0 0 0 0 0 0 0 D ilia 0.600 s 16.80 17.40 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 sw 2.55 2.18 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 w 2.55 2.18 0 0 0 0 162 162 412 353 2A-2om 0.840 w 23.52 66.18 0 0 0 0 0 0 0 0 W 13A-5ccs 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 70 70 63 118 266 266 238 447 C 16C-19al 0.049 - 1.37 2.08 0 0 0 0 0 0 0 0 F 22A-tph 1.358 - 30.02 O.OD 70 0 0 0 266 42 1597 0 6 c) AED excursion -7 139 Envelope loss/gain 63 1111 11 3286 2014 12 a) Infiltration 0 0 791 217 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 63 111 4077 2231 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 63 111 4077 2231 15 Duct loads 22% 34% 14 38 22% 34% 896 760 Total room load 77 149 4973 2990 Air required (cfm) 4 7 231 143 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. _ ,,4, wri htsoft' 2012-May-1509:13:19 TP� 9 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 4 �� E:1Wrightsoft HVAC\Wynne Corp162' WYNNE GRAND CARLTON 11 .rip Cale = MJB Front Door faces: N wt-ightsoft• Right-J® Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 BE BILTMORE ST.. PORT ST, LUCIE. FL 34983 Phone:. 772-878-2799 Fax 772-785-9144 Web: comfortcontrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name HALL BATH 2 Exposed wall 0 If 5.0 If 3 Room height 8.0 It heat/cool 8.0 ft heat/cool 4 Room dimensions 3.5 x 5.0 ft 9.0 x 5.0 If 5 Room area 17.5 ft- 45.0 ft' Ty Construction U-value Or HTM Area (III Load Area (III Load number (Bluh/ft?°F) (BtuIVftj or perimeter (1`0 (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-Osw 0.091 n 2.55 2.18 0 0 0 0 0 0 0 0 to-r1cmd 1.270 In 35.56 26.39 0 0 0 0 0 0 0 0 N 2A.2ob 0.630 In 17.64 22.24 0 0 0 0 0 0 0 0 2A-2om 0.840 n 23.52 25.39 0 0 0 0 0 0 0 0 11 UN 12C.Osw 0.091 a 2.55 2.18 0 0 0 0 40 40 102 87 LC 2A-2om 0.840 a 23.52 68.19 0 0 0 0 0 0 0 0 0.091 s 2.55 2.18 0 0 0 0 0 0 0 0 tj12C-Osw 2A-2om 0.840 s 23.52 25.39 0 0 0 0 0 0 0 0 11J0 0.600 s 16.80 17.40 0 O 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 L-G 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 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 16C-19a1 0.049 - 1.37 2.08 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 '2 -11 Envelope loss/gain 16 28 332 152 12 a) Infiltration 0 0 89 24 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6to 13) 16 28 421 177 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 16 28 421 177 15 Duct loads 22% 34% 3 9 22% 34% 93 60 Total room load 19 37 1 514 237 Air required (cfm) 1 2 24 11 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. IS -F J- wrightso' Right-Suite(E)Universal 2012 12.0.04 RSU05864 2012-May-75 0 Pag fte 5 �� E:Mrightsoft HVAC\Wynne Corpl6Z WYNNE GRAND CARLTON 11 .rap Celc = MJ8 Front Door faces: N g + wrightsoft• Right-JO Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE SILTMORE ST.. PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcomrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name BDRM 2 MASTER LAV 2 Exposed wall 30.7 ft 8.0 ft 3 Room height 8.0 ft heat/cml 8.0 ft he rt/ccol 4 Room dimensions 1.0 x 195.5 ft 7.0 x 8.0 ft 5 Room area 195.5 ft' 56.0 W Ty Construction U-value Or HTM Area (ft5 Load Area (ft� two number (Bluh/ft,.F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross WP/S Heat Cool Gross N/P/S Heat Cool 6 Vp/ 12C-Osw 0.091 n 2.55 2.18 0 0 0 0 0 0 0 0 I(L-��GGG 1A-rlomd 1.270 n 35.56 26.39 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 26.39 0 0 0 0 0 0 0 0 11 1RJ 12C.Osw 0.091 a 2.55 2.18 128 128 326 280 0 0 0 0 �C 2A-2om 0.640 a 23.52 68.19 0 0 0 0 0 0 0 0 12C-Osw 0.091 s 2.55 2.18 76 56 143 122 0 0 0 0 2A-2om 0.840 s 23.52 25.39 20 20 470 508 0 0 0 0 11J0 0.600 s 16.80 17.40 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 sw 2.55 2.18 34 34 86 74 0 0 0 0 W 12C-Osw 0.091 w 2.55 2.18 8 8 20 17 0 0 0 0 I-G 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 128-0bw 0.097 - 2.72 0.85 0 0 0 0 0 0 0 0 C 168-30ad 0.032 - 0.90 1.68 196 196 175 328 0 0 0 0 C 16C-19a1 0.049 - 1.37 2.08 0 0 0 0 56 56 77 117 F 22A-tph 1.358 - 38.02 0.00 196 31 1166 0 56 8 304 0 6 c) AED excursion 88 -17 Envelope loss/gain 2387 14171 605 242 12 a) Infiltration 545 149 142 39 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) 2932 1667 747 281 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2932 1567 747 281 15 Duct loads 22% 34% 645 533 22% 34% 164 95 Total room load 3577 2100 911 377 Air required (cfm) 166 100 42 18 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrl htSofY` 2012-May-1509: 13:19 g Right -Suite® Universal 2012 12.0.04 RSU06864 Page 6 ACC E Mrightsoft HVAC\Wynne Corp162' WYNNE GRAND CARLTON 11 .ap Cato = MJ8 Front Door faces: N Lumber design values are in accordance with A fished I 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® Y v,ct-P auto RE: M11323 - 62' Grand Carlton III with porch MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: WYNNNE DEVELOPEMENT CORP Project Name: M11323 Modelfam�al�12�3610-4115 Lot/Block: Subdivision: M Address: N/A 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/TP12007 Design Program: MiTek 20/20 7.3 Wind Code: ASCE 7-10 [All HeighII 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 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. INo. Seal# I Truss Name I Date 1 T6797412 I A5 1/29/015 2 1 T6797413 A6 1/29/015 13 IT6797414 A7 �1/29/0151 14 I T6797415 [As 1 1 /29/0151 5 IT6797416 IA9 1/29/015 6 IT6797417 I A 1/29/015 7 T6797418 GRA 1/29/015 8 T6797419 GRB 1/29/015 19 �T6797420 �J2 �1/29/0151 110 �T6797421 1J4 11/29/0151 �11 �T6797422 1J6 11/29/0151 112 IT6797423 IJ8 1/29/015 113 IT6797424 [KJ8 1/29/015 The truss drawing(s) referenced above have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2017. IMPORTANT NOTE: Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. O E6 NSF'q'L�: 0 STATE OF :4% 'Ocrs c40R��P�N A' �C�% FL Cert. 6634 January 29,2015 Albani, Thomas I of 1 1323 4.00 12 5xe 11 4xi0 0 5x12 = ass 11 2.00 12 Scat.=1:61.2 Icy ch LOADING (Pat) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING 2-0-0 Plates Increase 125 Lumber Increase 1.25 Rep Stress Incr YES Code F802010/TP12007 CSI TC 0.85 BC 0.99 WB 0.54 (Matrix) DEFL in (too) Well Ud Vert(LL) 0.72 14 >558 360 VerI TL) -1.47 13-14 >271 240 Horz(TL) 0.43 10 n1a n1a PLATES GRIP MT20 244/190 MT18HS 244/190 Weight: 1541b FT=O% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 of, bracing. WEBS 2x4 SP N0.3•Except• WEBS 1 Row at midpt 6-14 6-14: 2x4 SP M 30 MITek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation oulde. REACTIONS (lb/size) 2=112510-8-0 (min. 0-1-8), 10=1125/0-8-0 (min. 0-1-9) Max Horz2=179(LC 6) Max Upllft2= 816(LC 8). 10=-816(LC 8) Max Grav2=1305(LC 2), 10=1305(LC 2) FORCES (III) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=5281/3019, 3-4=-4949/2747, 4-5=-4901/2754, 5-6=4974/2856, 6-7=-234111489, 7-8=-2314/1408,8-9=-2372/1395, 9-10=-3052/1725 BOT CHORD 2-14=-2775/5007, 13-14=-976f2035, 12-13=-1520/2822, 10-12= 1520f2822 WEBS 3-14=-311/333, 5-14=-247/266, 6-14=-1712/3155, 6-13=-253/524, 9-13= 7001469, 9-12=01272 NOTES ``,,��lS 1 A,1/���'',, 1) Unbalanced roof live loads have been considered for this design. �� P q<B �� 2) Wind: ASCE 7-10; VUIt=165mph (3-second gust) Vasd=128mph; TCDL=4.2psY BCDL=3.Opsf;.h=loft; B=52ft; L=34ft; eave=6ft; Cat. 11; `�� p�. O E N S 9; �, Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 `��`�; •�,� 0 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 pat bottom chord live load nonconcument with any other live loads. 3938 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 6) Bearing at )oirl 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 816 to uplift at joint 2 and 816 to uplift at O .• ATE Joint 10. IN 8) °Semi -rigid pltchbreaks including hula' Member end fixity model Was used in the analysis and design of this Truss. ���` • O R LOAD CASE(S) Standard F`ISjS �O N All — FL Cert. 6634 January 29,2015 ®WARNING.Ver/fytlestgnpamme(era and READ NOTES ON THIS ANDINCLUOEOMREKREFERANOEPAGEMIh70T3rev. OVI&V2015 BEFORE USE ■■ Deslgnvald for use only with Maek connectors. INS designis basedonlyupon parametersshoWn. and R for an individual bulldlnp component. AppllcaUlty of design nQameters and proper RcOrpafallon of component is responsblllW of ,ullding designer- not puss designer. Bracing shown ■ Is for lateral support of Individual web members only. Additlonai temporary bracing to Inure stability during construction is the responslbBllN of me erector. Pddllional permanent txactrx, of the ove"i structure hIto responaully of the looking deslgror. For general audit warding MiTek• fabrication. quality control. storage, dellveW, ereell and bracing. consult ANSIAPI1 Quality Critedo, 0S8-89 and BCSI Building Component 6904 Parke East Blvd. safety Information oval from Voss, Rate Rs11Me, 761 N. Lee Street Suite 312 Alexandra VA Ml4. Toral FL 30610 Job Truss TruersType Oty Pty 62'Gmnd Cohen In With porch T6]W413 M11323 A6 SPECIAL 1 1 Jab Refereroe (optional) Chambers T uss Inc.. Fad Pierce R. 34882 7.35D s Sep 27 2012 Mrek IndaS01e6, Inc. Thu Jan 2914:43:57 2015 Page 1 I D:2GIScwwyY5hnGhXVARzUkuyuFU M-DP)PUEHXHF6rJ ExbfeO2 VVugHMuy44gipa0l r1 zg000 1-0-0 B-/1.11 16-O0 18-0-0 20-4-e 2541-15 34-0-0 @5.OQ Ira-0 8-11-11 745 211 8.4-8 5-7-7 8-0-0 -6 4x10 4.00 12 2.00 12 Sx8 � 4x5 5x6 = 2x3 II 10E-4 15-0-0 6-0 20dE 25-11-15 34-0-0 10-6.4 4-5.12 -0-0 4.4.8 5-7-] 3x6 Scale = 1:63.3 Plate Offsets(XY)' f2'0-4-2Edge113:0-3-O.Edgel f5'0-4-00-2-61 f7:0-2-7Edgel f9:0-3-140-1-81 LOADING(pst) SPACING 2-0.0 CS! DEFL in (too) Udell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.99 Verl(LL) 0.65 14 >617 360 MT20 244/19D TCDL 7.0 Lumber Increase 1.25 BC 0.72 Ver(TL) -1.28 2-14 >313 240 MT18HS 2441190 BCLL 0.0 ' Rep Stress Incr YES W B 0.77 Horz(TL) 0.40 9 r/a n1a BCDL 10.0 Code FBC2010/rP12007 (Matrix) Weight: 157 lb FT=O% LUMBER TOP CHORD 2x4 SP M 30 *Except* 1-3: 2x4 SP M 31 BOT CHORD 2x4 SP M 30 *Except' 2-14: 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* 5-14: 2x4 SP M 30 OTHERS 2x4 SP No.3 REACTIONS (lb/size) 2=112510-8-0 (min. 0-1-8). 9=1 12510-8-0 (min. 0-1-9) Max Horz 2=-169(LC 6) Max Uplift2=-816(LC 6). 9=-816(LC 8) Max Grav2=1305(LC 2), 9=1305(LC 2) BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or "-14 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation gulde. FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-5263/3001, 3-4=-5128/3006, 4-5=-4901/2767, 5-6=-2217/1393, 6-7=-2293/1373, 7-8=-2301/1352, 8-9=-3064/1741 BOT CHORD 2-14=-2754/4988, 13-14- 1082/2265, 12-13=-1021/2111, 11-12=1536/2836, 9-11=-1536/2836 nn 11111��! WEBS 8-11=0/309 67, 5-14=-1543f2851, 5-13=-388/171, 6-13-151/496, 8-12=-819/564, NOTES `,,,,�O�T�G E N•S �e-9�7��i� 1) Unbalanced roof live loads have been considered for this design. ��' •�' /Ty 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psh BCDL=3.0pek h=14ft; B=5211; L=34t1; eave=6tl; Cat. II` 3938 Exp C; Encl., GCpl=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide wilim Ill between the bottom chord and any other members. 7) Bearing al joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer verily capacity �10'n• •'C� Q p; ����� of bearing surface. "I R (? �� 8) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 816Ib uplift al Joint 2 and 816Ib uplift al 'i�SS� jointp 9) "Semi -rigid pltchbreaks Including heels" Member end fixity model was used In the analysis and design of this truss. LOAD CASE(S) Standard EC 6634 January 29,2015 QWARNING- Verhydesfgn parameters and HEAD NOTES ON TNISAND INCLUDEUM77EK REFENANCEPAOEMlF7473me.. GWl O1SEEFONE USE. ■■ Design valid for use only with MBek connectors. This design h based only upon parameters shown, and is for an lndlvldual buf allg component. �� Applicabilty, pw of design ametets and proper Incolporallon of component Isresponslblllty of butea ilding desifIner - not s designer. Bradrg shown h for lateral supped of Iidlvklual web members any. Addllional temporary braclrg to Inure stab9lty duMg conshucrgon Is the respordb011ty of the MOW erector. Methanol permanent bracing of the overall stmcture is the tespomibllity, of the balding deugner. forgeneral guidance regarding fa5dcalion qualliy control storage, delNery, erector aid txachg. const4l ANSI/hPI1 Quality Criteria, DSB-89 and BCSI Building component 6904 Parke East BNd. safety Information available from heat Rate fracture. 781 N. Lee sheet Sulte 312. Alexadda. VA MI4. Tatrpa, FL 33610 T6797414 A nnFo 2.00 F12 LOADING(psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 7.0 Lumberincrease 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC201071PI2007 LUMBER TOP CHORD 2x4 SP,M 30 *Except* 1-4: 2x4 SP M 31 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 Sx10 5x6 = Sx12 = 2x3 II Scale =1.62.2 CSI DEFL In 'Be) "de" Ud PLATES GRIP TC 1.00 Vert(LL) 0.63 11 >638 360 MT20 2441190 BC 1.00 Vert(FL) -1.35 10-11 >296 240 MT18HS 2441190 WB 0.97 Horz(TL) 0.41 7 n/a n/a (Mahlx) Weight: 147 lb FT=O% BRACING TOPCHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation guttle. REACTIONS (Ib/size) 2=1125/0-8-0 (min. 0-1-8), 7=1125/0-8-0 (min.0-1-9) Max Horz 2=-150(LC 6) Max UpIIft2=-816(LC 8), 7=-816(LC 8) Max Grav2=1305(LC 2), 7=1305(LC 2) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5269/2981, 3-4= 4931/2758, 4-5=-2137/1353, 5-6=-2348/1397, 6-7=-3031/1715 BOT CHORD 2-11=-2733/4998, 10-11=-1397/2758, 9-10=-1508/2801, 7-9=-1508/2801 WEBS 3-11=-371/412,4-11=1307/2558, 4-10=-783/392, 5-10_ 171/459, 6-10=-711/484, 6-9=0/280 NOTES 1) Unbalanced root live loads have been considered for this design. ,� ,,T1 !'f ,, 2) Wind: ASCE 7-10; Vul1=165mph (3-second gust) Vasd=128mph; TCDL�1.2psf; BCDL=3.Opsf; h=14f; B=52f1; L=341t; eave=6ft; Cat. II; %% I� Exp C; Encl., GCpI=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 `� -^ NS A 3) Provide adequate drainage to prevent water pending. �� �\V. •••• a �i 4) All plates are MT20 plates unless otherwise Indicated. ,`�� ��G E N S'• �i e, 5) This truss has been designed fora 10.0 pet bottom chord live load nonconcurrent with any other live loads. 6)' This muss 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 wills 3938 tit between the bottom chord and any other members. TF 7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capacit= of bearing surface. •� 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 816lb uplift at joint 2 and 816 lb uplift at •: Joint 7. �O.• ATE �; 9) "Semi -rigid pitchbreaks Including heels" Member end fixity model was used In the analysis and design of this truss. ��,T•,•,�.< O P: \�,,� LOAD CASE(S) Standard�%��,, FL-Cert. 6634 January 29,2015 ® WARNING - Verffydaslgn p4mmefe. end READ NOTES ON THIS AND INCLUDED M77EK REFERANCE PAGE 111II.74n rev. OV164!01S BEFORE USE. Design vend form onlywlth Mrek conneclors. This design Is based only upon paramelersshown, and Is for on Indlvldual building component. Appllcabilly ofdesign p ometersandproper Incorporationofcomponent kresporeldllN of bulitllrg designer. not hlrssdesigner.&acingshown Is for lateral support of IndivIduai web members only. Additional temporary bracing to Insure stabIIIN during construction Is the responslbuilly of the p� i erector. Addnlonal permanent bracing of line overall structure Is fhe resporulbllity of the bulltling designer. For general guidance regarding feAcem quallty control, storage, delNery, erection and bracing, consult ANSI/TPI I Quality Uroda, DSB-89 and BCSI Building Component IVtlek• 6904 Parke East Bbd. Safely Information ovallable from Truss Rate xrslifule. 781 N. Lee Street. Suite 312 Alexandrb, VA 22314. Tmrpa. FL 33610 Job rus" rUs6 I ype Cry Pty 62' Grand Cathon III wuh porch T6]W415 M11323 AB SPECIAL 1 1 Job Reference (optional) Chafters Truss no, Fort Pierce Fl. a4 Bet 14-0}-0n 88-.8B-0d I 15E-0 /.J9V Giep 21 CUI L MI I SK UIau3s4a-0e-50, lne. ma Jan La 13:43J5:oAe -L0U1n egel ID:WSJgpGwalPpeur6hk9Uj5yuFUL-AngAmJOotM2ZY5_m3SWawzCYAW1Y0z7HutPwzgUO_ 248 220012E12730-0 1-23-121 79 4--12 83.4 00 50 = 3x4 2x3 II Sx10 = 4.00 12 4 14 5 6 15 7 a.a 2.00 F12 5x12 = 3x4 = Scale = 1.62.2 LOADING(psf) SPACING 2-0-0 CSI DEFL in (roc) Udell Ud PLATES GRIP TOLL 20.0 Plates Increase 1.25 TO 0.88 Vert(LL) 0.61 13 >656 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 1.00 Vert(TL) -1.31 12-13 >306 240 MT18HS 2441190 BCLL 0.0 ' Rep Stress Incr YES WB 0.67 Hoa(TL) 0.39 9 n/a WE BCDL 10.0 Code FBC2010fTP12007 (Matrix) Weight: 154111 FT=O% LUMBER BRACING TOP CHORD 2x4 SP M 30 *Except* TOP CHORD Structural wood sheathing directly applied. 1-4: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP M 30 'Except' MiTek recommends that Stabilizers and required cross bracing 9-12: 2x4 SP M 31 be Installed during truss erection, in accordance with Stabilizer WEBS 2x4 SP No.3 Installation guide. REACTIONS (Ib/size) 2=1125/0-8-0 (min. 0-1-8), 9=1125/0-8-0 (min. 0-1-8) Max Horz2=-130(LC 6) Max Uplift2=-816(LC 8), 9= 816(LC 8) Max Grav2=1305(LC 2), 9=1305(LC 2) FORCES (lb) - Max. CompJMax. Ten. -AII forces 250 (lb) or less except when shown. TOP CHORD 2-3_ 5279/2992, 3-4=-4928/2744, 4-14=-3740/2134, 5-14— 3740/2134, 5-6=-2467/1511, 6-15=-2476/1519,7-15=-2476/1519, 7-8=-2545/1492,8-9— 2889/1683 BOT CHORD 2-13=-2744/5007, 12-13=1673/3161, 11-12=-1152/2370, 9-11=-1467/2678 WEBS 3-13= 362/404, 4-13= 910/1686, 5-13=-255/754, 5-12=-868/517, 6-12=-260/228, 7-12=-294/365, 7-11= 289/642, 8-11=-48D/467 TES 1) Unbalanced roof live loads have been considered for this design. Vasd=128mph; TCDL=4.2pst, BCDL=3.Opsh h=14fb B=52ft; L=34fl; Cat. fitifill %%�-,L�`PS 1 A. � ,q1I�� II; 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) eave=611; Exp C; Encl., GCpl=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 % O\V` a �� ••'� G ENS -. 10� 3) Provide adequate drainage to prevent water Dancing. �� ,Z. 4) Ali plates are MT20 plates unless otherwise Indicated. 3938 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent 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 WC — fit between the bottom chord and any other members. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacitz i C of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 816lb uplift at joint 2 and 816111 uplift at . ATE 1 �•, 0 '� • Al joint 9. 0i�CCs ' RI 9)'Semi-dgid pitchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard ONAll- FL Cert. 6634 January 29,2015 AWARNING -Wdlydeslgaparamefenr ad READ NOTES ONMIS AND INCLUDED MniREFEBANOEPAGE MIF7413rev.OVIEROISBEFORE USE, ■ Design valid for use only with Mask connectors. lhh design b basetl only upon parameters shown and is for an individual bullcing component. Appllcablllty of design parameters and proper incorporatlon of component Is responslClllty, of brdiding designer -not tars designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to lnwre stab9lty crating construction is the responslbully of the MiTek' erector. Adtlltlorral permanent bracing of the overall structure Is the responsibility of the buld[W tlesigner. For general guidance regarding fabrkalloo, axially control. storage, delivery, erection anal bracing. Consult ANSI/TPI I Quality Coleco, DSB-89 and BCSI Building Component 6904 Parke East Blvd. safety Information avalable from Ina hate Institute. 781 N. Lee Sheet. Sulte 312 Alexandria, VA 22314. Tampa, FL 33810 T6797416 HIP 5-2-14 Scale = 1:60.1 4x4 2x3 II Sx10 4.00 12 3x4 = 4 16 5 6 17 7 3x4 = - 14 m �•� — 3xe = 3x6 = 6.8 = 3x6 = 3.4 = LOADING(psf) TCLL 20.0 TOOL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress [net YES Code FBC2010/7PI2007 CS] TC 0.25 BC 0.56 W B 0.87 (Maldx) DEFL in Vert(LL) -0.21 Vert(TL) -0.55 Horz(TL) 0.02 (too) I/dell Ltd 9-11 >749 360 9-11 >292 240 13 n1a n/a PLATES GRIP MT20 244/190 Weight: 1561b FT=O% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 MITek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation quide. REACTIONS (Ib/size) 2=573/0-8-0 (min. 0-1-8), 9=297/0-8-0 (min. 0-1-6), 13=1381/0-8-0 (min. 0-1-14) Max Horz2=109(1_0 7) Max Uplift2=-450(LC 8), 9=-268(LC 8), 13=-913(LC 8) Max Grav2=690(LC 19), 9=387(LC 20), 13=1598(LC 2) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 1210/683, 3-4=-875/463, 4-16=-795/458, 5-16=-795/458, 5-6_ 387/812, 6-17_ 387/813, 7-17=-387/813, 7-8=-96/280, 8-9=-303/178 BOT CHORD 2-15=-547/1104, 14-15=-24/290, 13-14=-24/290, 12-13=-254/277, 11-12=-254/277, 9-11=-148/252 WEBS 3-15=-371/357, 5-15=-258/648, 5-13=-11961756, 6-13=-263/230, 7-11=-158/384, 8-11= 419/384, 7-13= 825/447 NOTES 1) Unbalanced roof live loads have been considered for this design. ����`,Ifj �% \V` ..... 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vastl=128mph; TCDL=4.2pef; BCD�3.OpsF; h=1411; 5=52ft; L=34ft; eave=6fi; Cat. II; ,�� p G ,3 .,• 9 0o E N •�,� Exp C; Encl., GCpl=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 :���; _. �� 4 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3938 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wilt: fit between the bottom chord and any other members. = 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4501b uplift at joint 2, 268111 uplift at joint •• and 913111 uplift at joint 13. ATE 7) "Semi -rigid pltchbreaks Including heels" Member end fixity model was used In the analysis and design of this truss. •: .• LOAD CASE(S) Standard 0•0 sS N AL E%%`\?,,, �O tll FL Cert. 6634 January 29,2015 ®WARNINGREAD NOTES ON THIS AND INCLUDED MMEKREFERANCEPAGEMII-7473rev. 02402015 BEFORE USE. ■■■ Designvalid for use only with Mlfek connectors. NI design is based only upon paomerets show. Mar 15 for an lndlNdual bWldhxl component. �® Applk;abilly of design parametets and proper lncotpaalktn of component is resporaollty, of building designer- not huss designer. Bracing shown ` IS (Or lateral support ofindividual web members only. Additional fernporary bracing to Nsure stability outing conshuclbn is the responsibility of the Met(erector. Addltloral pemanent bracing of the overall structure Is the responslblliry of the bu0ding designer. For general guidance regarding fabrication, quality control. storage, delivery, erection and bracing. consult ANSI[WI I Quality Criteria, DSB-89 and Bcsl Building component 6904 Parke East Blvd. Safety Information .variable from Truss pate institute. 781 N. Lee Street. strife 312. Alexandria. VA 22314. Town. FL 33610 Job russ russ Type Oty Ply 62' Gmhd Cmnon III with porch 6]9I41] M11323 A COMMON 9 1 Job Reference (optional) Chambers Truss inc., Fort Mon.. FI. M982 r.oao oaeY<rco,c,•,,,en,,,we,... ..... 1...1..... — 1»..."........,.••n-• ID:a3B4PavKnnZweXyJckSFBgyuFUN-HObf3YGHIes74xnDXDNa04oegYF5cE4PMGvBm8zgUO2 f1-0q 6-7-13 12-4-13 17-00 21-7.3 27.4J 34-0-0 05-0-q 1-0-0 6-7-13 5-&q 4-7$ 44-3 69.0 6-7-13 6 4.00 F12 4x4 = 19 Scale = 1:59.2 3x5 17 '" 15 -" -- 14 le 3,63 2x3 11 46 3xB = 3.8 = 4x6 2x3 LOADING(psf) SPACING 2-0-0 CSI DEFL in (too) I/defl Ltd PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.36 Ven(LL) 0.30 14-15 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.55 Vert(TL) -0.73 14-15 >547 240 BOLL 0.0 ' Rep Stress Incr YES WB 0.53 Horz(TL) 0.15 10 n/a Na BCOL 10.0 Code FBC2010f P120O7 (Matrix) Weight: 1631b FI'=0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural mod sheathing directly applied or 3-8-2 oc puriins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-8-15 cc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation oulde. REACTIONS (lb/size) 2=1210/0-8-0 (min. 0-1-10), 10=121010-8-0 (min. 0-1-10) Max Harz 2=-166(LC 6) Max Uplift2=-844(LC 8), 10=-844(LC 8) Max Grav2=1355(LC 2), 10=1355(LC 2) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3245/1639, 3-4=-2656/1547, 4-5= 2606/1555, 5-18=-2656/1658, 6-18=-2595/1654, 6-19=-2595/1654, 7-19=-2656/1658, 7-8=-2606/1555, 8-9— 2656/1547, 9-10=-3245/1839 BOT CHORD 2-17=-1 636/3008,16-17=-1636/3008, 15-16=-1636/3008, 15-20=-928/1921, 20-21=-928/1921,14-21=-928/1921, 13-14= 1636/3008,12-13=-1636/3008, 10-12=-1636/3008 WEBS 6-14= 524/892,7-14=-313/305, 9-14=-600/407, 6-15=-524/892, 5-15=-313/305, 3-15=-599/407 111111111111114 NOTES 1) Unbalanced foot live loads have been considered for this design. ,O Q�• • C •N 2) Wind: ASCE 7-10; Vuit=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.OpsQ h=141t; B=52i1; L=3411; eave=fill; Cat. II; `��� •�\ •9�ir Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed fora 10.0 fist bottom chord live load nonconcurmnt with any other live loads. Z 3998 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 wilt fit between the bottom chord and any other members, with BCDL=10.Opst. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 844 Ib uplift at joint 2 and 344 lb uplift at Joint 10. W ATE 6) "Semi -rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. iO. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 50lb down and 29111 up at 15-0-0, T•, ,C and 50 lb down and 29111 up at 19-0-0 on top chord. The deslgntselection of such connection device(s) Is the responsibility of others. 0" ••, (� R k �,_•`• \ �� In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOADCASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-44, 6-11=44, 2-20=-20, 20-21-50, 10-21=-20 FL Cert. 6634 January 29,2015 ®WARNING -Verllydeslgo paremefe.,mai READ NOTES ON THLSANDINCLUDED MITEKREFERANCEPAGEMIF74]S rev. 024S2015eEFORE USE. ■ Design valid for use onlywlth MBek connectors. This design is based only upon parameters Mown. and is for an hd Adual bulldlrg component. Applicab9lty of tlesign paameters and proper hcoWnGlion of component is msporulb0ity of bulldlog designer -not truss designer. Bracing shown Is for lateral sup d of Individual web members only. Additional temrsmory bracing to Insure staNNy during construction Is The respormillity, of the MiTek' erector. Additional permanent bracing of the overall structure is the respotulbiliry of the bulding designer. For general guitlance regarding fabricallon, quality control, storage, delivery. erection and bracing. consult ANSI/IPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Sind. Safety Information available from ➢m Rate Institute, 781 N. Lee Street. Suile 312, Alexandria VA 22314. Tempe, FL 33610 Job Truss fuss Type Dty Ply 52' GTend G.,Iun 111 with porch 6797417 M11323 A COMMON 9 1 Job Reference (optional Chambers IIuss inc., Fod Pierce FI. 34962 7.350 a Sep 27 2a12 MITek Industries, Inc. Tina Jan 2g 55 2015 Page 2 • ID:e3B4PavKnnZweXVJckSFBgvuFUN-HObf3YGHIes74xnDXDNaG4oegYF5cYF5c E4PMGVBm8zgU0f LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 18=-43(F) 19=-43(F) ®WARNING - Varlfydeslgnparametersand READ NOTES ON THISAND INCLUDED MITEKREFERANCEPAGEMII-7473rev. OVISA2015BEFORE USE. ■■ , Design end for use only with MRek connectors. Ns deslgn is based only upon parameters shown. and is for an ind'Adual MAdeg component. Applicability of design parametersend proper Incotporatlon of component Is Tesponsib ity of Wiling designer -not truss designer. Bracing strown Is for lateral support of individual web membors only. Addlibnal temporary, bracing to Insure stab0lty duMg conctruclbn Is the responsibility of the MOWerector. Addltionai permanent bracing of fine overall structure Is the responsibility of fine bu0ding designer. For general guidance regarding hab0cotion, quollly control, storage. delivery. erection and bracing, consult ANSITPI I Quality Criteria,DSB-87 and BCSI Building Component 6904 Parka East BNd. Safety Information motable Rom Truss Rate Institute. 781 N. Lee Street, Suite 312. Atexandrb, VA 22314. Tamp., FL 33610 Job Truss Truss Type Ory Fly 62' Grand Carron III with porch T6]97418 M11323 GRA HIP i 1 Job Reference o [tonal Chambers Truss Inc., Fort Pierce H. 34982 ' Z a JBPL ZVI L MI I as mousines, a1C. 3n[ 9: 1 set ID:_etClcxC3ixW?hull?ypJyuFUK-6AywKbK2KUcHosFMuUU_gL2WIzBeOralkCMWzozgU?y 1-0-0 a-0-0 11-1-1 17-0-0 18-6-0 U2-2 26-0-0 34.0-0 36-00 100 a-0-0 3-1-1 5404S 1fi-0 3-a-2 1 3.9-14 8-0-0 40 (+) Top chord must be braced by and jacks, roof diaphragm, or properly connected 4x4 - purlins as shown. 11 3x6 I SIB axis = 6x8 = 3x6 = 648 = Scale = 1:62.2 LOADING(psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BGDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr NO Code FBC2010/rP12007 CS] TC 0.95 BC 0.99 WB 0.98 (Matrix) DEFL In (loc) I/deft Ud Vert(LL) 0.13 22-24 >999 360 Vert(TL) -0.33 2-29 >397 240 Horz(TL) 0.03 22 n/a n1a PLATES GRIP MT20 244/190 Weight: 194 lb FT=O% LUMBER BRACING TOP CHORD 2x4 Be M 30 *Except* TOP CHORD Structural wood sheathing directly applied or 4-0-2 oc purlins. Except: 3-11,11-21: 2x4 SP No.3 1Row at ardpt 8-21 BOT CHORD 2x4 Be M 30 *Except* BOT CHORD Rigid ceiling directly applied or 6-0.0 oc bracing. 2-28: 2x4 Be No.3 JOINTS 1 Brace at JI(s): 7, 8, 19, 17, 14 WEBS 2x4 SP No.3 MITek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS All bearings 0-8-0. (lb)- Max Horz2=166(LC 7) Max Uplift All uplift 1001b or less at joint(s) except 2=-357(LC 8), 27=-1183(LC 8), 26=-1480(LC 8). 22=643(LC 8) Max Grav All reactions 2501b or less at joint(s) except 2=470(LC 19), 27=2282(LC 13), 26=2899(LC 14). 22=947(LC 14) FORCES (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-514/295, 3-5= 371/987, 5-7=-636/1292, 7-8=-636/1292, 8-10= 636/1292, 10-12= 636/1292,12-13=-636/1292,13-15=-636/1292,15-16= 636/1292, 16-18_ 636/1292,18-20=-2128/1209,20-21=-2128/1209, 21-22=-2206/1190, 111111111/11 BOTCHORD 2-29=178/558. 282940271427, 27-28� 27/427. 2627-865/511, 25-26=-355/593, ��```�P•S•A• WEBS 3 295-450/1137, 3 27=-1783 89645-27= 768/625, 5-26=-513/328, 13-26=-925/614, ���,Z.� •' \ O E N S' • B9 18-26=-2406/1458, 18-24=-832/1770, 21-24=-34/362,4-5=-571/485, 19-20=-343/310, 14-15=-519/392 3938 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) W Ind: ASCE 7-10; Vul1=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14tt; 8=5211; L=34tt; eave=6tt; Cat 1 - AT E Exp C; Encl., GCpl=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 0. 4) All plates are 2x3 MT20 unless otherwise indicated. i�'n� • , < O R `0 P_`' 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrenl with any other live loads. ��� ss • • • • • • ` �% 6) fit between truss ehe bottom chord and any other members sf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3571b uplift at joint 2, 1183111 uplift at joint li E 27, 1480111 uplift at joint 26 and 643 Ile uplift at joint 22. 8) "Semi -rigid pitchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. FL Cert. 6634 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 29,2015 A WARNING- Verllydeslgn parameters and READ NOTES ON MIS AND INCLUDED M?EK REFERANLEPAGEMlh7473 rev. 0246/2016eEFORE USE. osso ■R Design valid for ussonlywllh Mnekconrmclors. IDls design is bared only upon Parametersshown, and is for an individual bu0dingcomponent. p Appllcabllty of desgn parametersond propry proper lncooration of component is responalorlty, of building designer - not Inns designer. &acing drown Is for lateral support of IndMdual web members only. Additional temporary braclrxl to Insure stoblllN during construction is the responsibllllly of the MiTek' erector. Addllional permanent bracing of the overall structure Is the responslblllN of the building designer. Forgenerol guidance regarding fabrication clualily control, storage. delivery, erecllon and bracing; canwSt ANSIAPI I Quality Criteria, DSB-89 and BC51 Building Component 6904 Parke East Blvd, Safely Information avalable from Truss Hate Institute, 781 N. Lee Sheet. Suite 312. Alexandria, VA 223 M. Tampa, FL 33610 Job Truss Truss Type Cry Ply 62' Grand Carlton III vmh porch T6]9]41a M1132S GRA HIP 1 1 Job Reference o lional Chambers Truss Inc., Fod Pierce H. 34982 7,3503Sap 212012 MI I eK intluslne8, IIM. me Jan Ltl 19:99:VL'LV10 rage ID: _etelCXC3ixVV?huts?ypJyuFUK-aM W IXxLg5nl8QOgZSBODCYbadNXtllgRzs63VEzgU?x NOTES 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated ioad(s) 967 lb down and 461 lb up at 26-0-0, and 9671b down and 461 lb up at 8-0-0 on bottom chord. The deslgntselection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (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, 2-29=-20, 24-29=-47(F=-27), 22-24=-20, 3-11=-103(F=-59), 11-21=-103(F=-59) Concentrated Loads (lb) Vert: 29=-555(F) 24=-555(F) m WARNING -VeNly dealgn Pammelem and READ NOTES ON THIS AND INCLUDED WTEKREFERANCE PAGE MII.7473 rev. MG20f5 BEFORE USE. Design valid for use onlywllh Nit connectors. This designIs based only upon paromelersshown, and Is for an Individual bullding component. got AppllcabilN of design parametersand proper bcolpar lon ofcomponent IsresDonslblllty or WIdllg designer- not brasdesigner.&acing stroxrzl Is for lateral support ofindividual web members only. MdllbmllemporarybraclrgfolmmestoNlltydMngconshuctlonisihemsPo dNiftyofthe MiTek' erector. Additional notmanent bracing of the overall structure is the responslbirry of the building designer. For general guidance regarding fabrication, quality conhol, storage, delivery, election and bracing, consult ANSUTPI I Quality C Ueda, DSB-99 and BCSI Building Component 6904 Parke East Blvd, Safety Information available from Teas Nate Institute. 781 N. We Street. Sulte 312, Alexandria VA 22314. Town, FL 33610 Job Truss Truss Type Dry Ply 62' Grand Carlton III wish porch TW87419 M11323 GRB HIP 1 1 Job Reference o lional ' Chambers Truss Inc., Far Pierce FI. 34982 1,350 a Sep 27 2012 MiIck Industries, Inc. Thu Jon 2914:44:02 201b Fags 1 ID:SrRaEWrgO4M78G4raW BLWyuFUJ-aMW IXxLg5nl800gZSBODCYbh_Ndbll4Rzs63VEzgU4x 1-0-0 14-249 20-4-0 26-0-0 34-0-0 p-ol �i-0-0 8-PO 6.2.6 6-1-10 E-8-0 U." 1-00 Scale - 1:60.1 412 We i .00 3x8 = 4x6 = Sx6 = 5x6 = 3xa = 14 i i 3x6 11 6x6 WB= 3x4 = 6x8 = 3x6 = 6x8 = B-0-O 14-z-6 20-4-034-0-0 B-0.0 6-24i 6-1-10 s-8-o 8-0-0 Plate Offsets (XY)' 12'0-4-0 Edgel 13:0-5-00-2-01 14'0-3-80-1-81 15.0-3-0 Edgel r8'0-2-0 Edqel 110'0-3-80-3-01 LOADING(psf) SPACING 2-0-0 CSI DEFL in (too) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.93 Ved(LL) 0.20 15 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.62 Vert(TL) -0.3513-15 >685 240 BCLL 0.0 ' Rep Stress Incr NO W B 0.97 Horz(TL) 0.08 12 n/a Na BCDL 10.0 Code FBC2010/1PI2007 (Matrix) Weight: 1501b FT=0 LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2z4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-8-9 oc bracing. WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 3-13 6-12: 2x6 SP No.2, 6-10: 2x4 SP M 30 2 Rows at 1/3 pis 4-12 OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation oulde. REACTIONS (lb/size) 2=113010.8-0 (min. 0-1-12), 12=3419/0-8-0 (min. 0-5-7), 8=446/0-8-0 (min.0-1-8) Max Horz2=-77(LC 6) Max Uplift2=-898(LC 8), 12= 2520(LC 8), 8=394(LC 8) Max Grav2=1458(LC 13), 12=4630(LC 15), 8=538(LC 20) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (ID) or less except when shown. TOP CHORD 2-3=-3668/1938, 3-16=-1984/1203, 4-16=-1984/1203, 4-5=-1121/2302, 5-6_ 1121/2302, 6-17=-778/440, 7-17= 779/440, 7-8=-882/416 BOT CHORD 2-15=-1715/3467, 14-15=-1737/3533, 13-14= 1737/3533, 12-13=-1022/2028, 11-12= 2284/1302, 10-11=-2284/1302, 8-10� 293/781 WEBS 3-15=-408/1222, 3-13— 1642/779, 4-13=-203/929, 4-12= 4684/2540, 6-12=-2440/1562, 6-10=-1739/3381, 7-10=-339/365 IIIIIIIIIf/ ,�rs A. A NOTES♦ Unbalanced roof live loads have been considered for this design. ♦♦♦��`� C' E N S f 2) Wind: ASCE 7-10; Vult=165mph (3-second Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=141t;, B=52ft; L=341t; eave=6ft; Cat. II;% gust) Exp C; Encl., GCpi=0.18: MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3938( 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2.0-0 wide wilt: •. fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 898111 uplift at joint 2, 2520 Ile uplift at Joint AT E 12 and 3941b uplift at joint 8. 7) "Semi-dgld pitchbreaks Including heels" Member end fixity model was used In the analysis and design of this truss. ��•�' A �j' , ( O R 10. 0�%�/ 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 967 lb down and 461111 up at &Sos n and 461 lb up at 8-0-0 on bottom chord. The designtselection of such connection device(s) is the / N A� E responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASES) Standard FL Cert. 6634 January 29,2015 ® WARNING. Verify design parameters andREAD NOTES ON TNISAND INCLUDED MD'EKREFERANLEPAGEMII-7473rov, 02MB2015 BEFORE USE. De$Ignvalid for useonlywilh Muck connectors. ihlsdeslgn is based only alien porametersshovm, and is foran lndivIdual burclIngcomPortent. � APP'IeabOiry of design parameters and Ironer Incorboraflon of component Is reapon ibllly of building designer - not firm designer. Bracing shown Is(a lateral supped ofindividual web members only, AddllbmitemperarybrmlB toL estoUllydudngconstm0fionisfheresponslbnlityofrne M!Tek' erector. Addlflonal Vermanent bracing of the overall structure is the respond111IIiy, or the building designer. For general guidance regarding recreation. quality control, storage, delivery, erection and bracing, consult ANSI/TPI I Quality Criteria, DSB-89 and BC51 Building Component 6904 Parke East BHA. Salary Information available from Lass Plate Institute, 781 N. Lea Skeet Wife 312, nexanduu. VA 22314, Tampa, FL 3WI O Job Truss Truss Type Qfy Ply 62' Grand Carlton III with porch T6]9]419 M11323 GRB HIP 1 1 Job Reference p Oonel Chomhem Irusa Inc., Fort Pierce rl.,d9Uez LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Van: 1-3=44, 3-7=-107(F=-63), 7-9=-44, 2-15— 20, 10-15=-49(F=-29), 8-10= 20 Concentrated Loads (Ib) Vert: 15=-555(F) 10= 555(F) ID:SrRaEyyrg04M78G4raW BLWyuFUJ-aMW I%zLg5nI8QOgZSB00CYbttNdb114Rzs63VEzgU?x Q WARNING-yerlty design parameters and BEAD NOTES ON THISAND INCLUDED MfTEKREFERANCEPAGEMII.7473 rev. 0P/IMIS BEFORE USE. ■ Design valid for use only wllh MBek connectors. ibis desgn h based only upon parameters shown, antl is for an Individual bullding component. AppBcabllity, of design parameters and proper Incorporatlon of component is responslblllty of building designer -not inns designer. Bracing 4 Is for lateral supparf ofIdMrlual web members only. Adtlllbnal femporary, bracing to Insure slab0lfy, during construction is the respondb011ty of the MiTek' erector. Mnitbnal permanent bracing of the overall s8ucture Is the respondhllly of the Moran designer. For general guidance regarding foladcaflon, quality control, storage, delivery, erection and bracing, consult ANSI/TPl1 Quality Criteria, DSO.89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avaliable from bras Rate Institute. 781 N. Lee Street. Wife 312. Alexardr a VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply 62' Grand Carhon If with porch T6]B]420 M11323 J2 MONO TRUSS e 1 Job Reference o tional Chamber. Truss Inc., Fall Pierce Ft. 34982 1y-0 7.350 s 5ep 27 2012 MiTek Industries, Inc. Thu Jan 2914:44:03 2015 Page 1 ID:xl?zSIzTbJCDIIrGPH1 OukyuFUI-2Z4glHMls5t?2901?vXSim83Kn5W U_PbCWrclhzgU?w Refer to MTek "TOE -NAIL" Detail for connection to supporting carrier truss (typ all applicable jacks on this job) 3x4 = LOADING (psf) SPACING 2-0-0 CS] DEFL in (too) Well Ud TOLL 20.0 Plates Increase 1.25 TC 0.12 Vert(LL) -0.00 2 >999 360 TCDL 7.0 Lumber Increase 1.25 BC 0.07 Vert(TL) -0.00 2-4 >999 240 BCLL 0.0 ' Rep Stress [nor YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2010frP12007 (Matrix) LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS (lb/slze) 2=122/0-8-0 (min. 0-1.8), 4=19/Mechanical, 3=29/Mechanical Max Horz2=66(LC 8) Max Upllft2=-143(LC 8), 3=-29(LC 5) Max Grav2=145(LC 2), 4=38(LC 3), 3=39(LC 13) FORCES (to) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Smote = 1:7.9 PLATES GRIP MT20 244/190 Weight: 8lb FT=O% BRACING TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stablllzers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation aulde. NOTES 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psh BCDL=3.Opsf; h=141t; B=52fi; L=34f; eave=6fl; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. \\ \\S 1 A 'rr 5) Provide mechanical connection (byothers) of truss to bearing plate capable of withstanding 143lb uplift at Joint 2 and 29lb uplift at joint \\\ �// 6) "Semi -rigid pitchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. �� O 3. ,� / BEN . 69 LOAD CASE(S) Standard 010 3938 ATE % ,0NA, ��\�� FL Cert. 6634 January 29,2015 Q WARNING - Verlfy dan f9n paranerer. end READ NOTES ON MIS AND INCLUDED MNEK REFERANCE PAGE 111IIJ473 rev. 02/162016 BEFORE USE. Design valid form oNywllh M9ek connectors. TNs design Is based only upon parometersshown, and Is for an IndMdual building component Applb-abBlty of design f afameters and proper Incorperallon of component k respwalNlity of bultd[ng designer -not kuss designer. &achy, shown Is for lateral support of Individual web members only. Addltbnal temporary bracing to Insure stability during construction Is the responslbfility of Be, MiTek• erector. Addelawl peimanentmadng of the overall strucNne is the milbonsiblllty of the bullding designer. For general guidance regarding fob tcakon. quality control, storage, delivery, erection and hracing, consult ANSI/IPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parka East Blvd. safety Information available from Truss Hate Institute, 781 N. We Street. Sulte 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply 62' Grand Carlton III with porch T6797421 M11323 J4 MONO TRUSS 8 1 Job Reference o tional Chambers Truss Ina, Fort Pierce Fl. 34982 3x4 = lsau a bop zf zmz muex inousniss, inc. Bone w:ra:we rage I D:PDYLfd_5MdK4MSOTz?Zf RxyuFUH-2Z4glHM Is5t?2901?vXSIme0Fn2SU_PbCW rcl hzgU?w LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) WWI Ud TOLL 20.0 Plates Increase 1.25 TC 0.26 Vert(LL) -0.01 2-4 >999 360 TCDL 7.0 Lumber Increase 1.25 BC 0.26 Verl(TL) -0.03 2-4 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Hom(TL) -0.00 3 n/a Na BCDL 10.0 Code F13C20l0/TPI2007 (Matrix) LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS (lb/size) 3=69/Mechanical, 2=185/0-8-0 (min. 0-1-8), 4=36/Mechanical Max Horz 2=103(LC 8) Max Upllft3=-82(LC 8), 2=-188(LC 8) Max Grav3=87(LC 13), 2=219(LC 2), 4=73(LC 3) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale= 1:11.2 PLATES GRIP MT20 244/190 Weight: 141b FT=0 BRACING TOP CHORD Structural wood sheathing directly applied of-4-0-0 oc puriins. BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation oulde. NOTES 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opst h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=O.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 lost bottom chord live toad nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. � 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 82lb uplift at Joint 3 and 188lb uplift at Joint2. `% tx S A. 6) Seml-rigid pitchbreaks Including heels" Member end fixity model was used In the analysis and design of this truss. ��,,O0Fc E LOAD CASE(S) Standard 3931 �ORVQp C? 11ONA\-S 1+m nn�t` FL Cert. 6634 January 29,2015 Q WARNING -Verify design par a..N. and READ NOTES ON THISAND INCLUDED MITEKREFERANCEPAGEMI1`74731e1 02/I6M01EBEFORE USE. �*R Deslgn Valid for use only Wllh MRek connectors, this design is based only upon parameters shown, and is for an holAdual bultding component Appicabli ty of design Oc ameters and proper hcorporaflon of component h responslb111ty of Mann designer - not inns designer. Bracing shown i•�` Is for lateral support oflndNirlual web members cing only. Maniacal temporary bratolrwae stabllryduring conSlmclron is the responslbllity, ofthe M (l erector. Addltionol pormanenf braclrg ofihe overall structure is the responslblilty of the Melding designer. For general guidarlce, regarding fobticatlon. quality conhol, storage, delivery. erection and bracing, consult ANSUTPI I Quality Criteria, DSO-89 and BCSI Building Component 1Tek• 6904 Parke East Blvd, Safety Information avclable from has, Plate Institute. 781 N. Lee street. Sulfa 312. Alexandra. VA 22314. Tempe, FL 33610 Job Truss Truss Type - Oty, Ply 62' Grand Carlton 111 wilh porch T6]9]422 M11323 J6 MONO TRUSS 8 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce R. 34882 1-0-0 3x4 = 7.350 s Sep 2] 2012 Mnek Industries, Inc. Thu Jan 2914.44 04 2015 P0901 ID:tP6jtzj7xSx-o_fXi4mgyuFUG-W le3ydNWdP?sfJzxZc2hHzg3fB19DRtkOAbAZ7zgU?v LOADING(psf) SPACING 2-0-0 CSI DEFL in (roc) I/defl Ud TOLL 20.0 Plates Increase 1.25 TO 0.79 Vert(LL) -0.06 2-4 >999 360 TCDL 7.0 Lumber Increase 1.25 BC 0.68 Vert(TL) -0.16 2-4 >418 240 BOLL 0.0 ' Rep Stress met YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC20107TPI2007 (Matra) LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS (Ile/size) 3=117/Mechanical, 2=246/0-8-0 (min. 0-1-8), 4=56/Mechanical Max Horz2=141(LC 8) Max Upiift3=-144(LC 8), 2=-218(LC 8) Max Grav3=144(LC 13), 2=289(LC 2), 4=113(LC 3) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (to) or less except when shown. Scale = 1:14.5 PLATES GRIP MT20 2441190 Weight: 201b FT=0 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed dudng truss erection, in accordance with Stabilizer Installation aulde. NOTES 1) Wind: ASCE 7-10; Vuit=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=141t; B=52ft; L=34ft; eave=611; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. „ I 11411111 , 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1441b uplift at joint 3 and 2181b uplift at `� � joint 2. 6) "Semi -rigid pitchbreaks including heels" Member and fixity modal was used in the analysis and design of this truss. ��� • _ Q ���i 3938 ATE e4l,"e, IN ' E�C?�. LOAD CASE(S) Standard FL Cert. 6634 January 29,2015 ® WARNING. yonlydesign parameters and READ NOTES ONTHISANDINCLUDED MITEHREFERANCEPAGE Ml1-7473rev.O1H6R016BEFOREUSE. ■■ Design valkl for use only with Mnek conneclors. This design h based only upon parameters shown, and is for an Individual building component. ��• Applicability of design parameters and proper Incorporation of component is responsiblllly of building designer- not truss designer.&aclrg shown ■�Y Is for lateral support ofindMduai web members only. Addllbnal temporarybracing to Inure stabUyuh Ing construction is the respordINIfly, of the MiTek' erector. Mcills,mal permanent bracg trof the overall structuresibl Is the responllty of the building designer. For general guidance regarding fabricatton. quality control, storage. delNery, erection and bracing, consult ANSI TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6004 Parka East Blvd. Barely Information available (ram Truss Rate Instltule. 781 N. Lee Street, Sulfa 3 1 Z Alexandra VA 22314. Tampa, FL 33610 Job Truss truss type Oty Ply 62' Grand Catfoo 111 with porch T6]8]423 M11323 JB MONO TRUSS 20 1 Job Reference (optional) Cherub.. Truss Inc., Fort Pierce FI. 34982 7.359 s Sep Z] 2o12 MiTek Industries, Inc. The Jon 2914:44:012015 Page t I DAP6itz_i7xSx_c_fXi4uzgwFUG-W ie3ydNwdP?sfJzxZc2hHzgB1 B06D RfkOAbAZ7zgUh Scale = 1:17.7 3x4 = 8-0 0 LOADING(psf) SPACING 2-0-0 CS] DEFL In (too) I/dell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.51 Vert(LL) -0.15 2-4 >613 360 MT20 2441190 TCDL 7.0 Lumber Increase 1.25 BC 0.30 Vert(TL) -0.37 2-4 >245 240 BCLL 0.0 Rep Stress Incr YES W B 0.00 Horz(TL) -0.00 3 Fla n/a BCDL 10.0 Code FBC20101TP12007 (Matrix) Weight: 261b FT=O% LUMBER BRACING TOP CHORD 2X4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 no pudins. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 3=163/Mechanical, 2=308/0-8-0 (min. 0-1-8), 4=76/Mechanical Max Harz 2=179(LC 8) Max Up1lft3=-203(LC 8), 2=-250(LC 8) Max Grav3=200(LC 2), 2=360(LC 2), 4=153(LC 3) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf, BCDL=3.Opsf; h=141t; 3=52ft; L=34ft eave=6fp Cat. 11; Exp C; Encl., GCpl=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pet bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.0ps1 on the bottom chord In all areas where a rectangle 3-6-0 tall by 2.0-0 wide will tit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections BI11111111 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 203 Itouplift at Joint 3 and 250111 uplift at %�OAS A. joint 2. �� \�`P 6) "Semi -rigid plichbreaks including heels" Member end fixity model was used in the analysis and design of this truss. ��O,..�G E N c 3931 >Ic LOAD CASE(S) Standard ; (CI: ATE 4 O R \ V �ONALE00 '/lit 1 n nllo FL Cert. 6634 January 29,2015 Q WARNING - Verily design parameters and READ NOTES ON MIS AND INCLUDED MREKREFERANCEPAGEMII.7473 rev. 02/&GOI6 BEFORE USE. ■■■ Design valkl for use only With Mffek connectors: This design 6 based only upon parametenshovm, and is for an lndlvidual building component. �{ Applicability of design parametersand proper Incorporation of component is resperabllfy ofoulding designer- not raw designer. lBraolrI shown ■` Is for lateral support oflrWNlduai web members only. MdlliorlaltemporarybraclrlgtolmresoUltydmhgconstuctiontsiherespondMlltyofttle Met( erector. Addiflorwl permanent bracing of the overall structure is the responelbillry of fhe buildnB designer. For general guticame regardhg fabdcallon. quality contol, storage. delivery, erection and bracing, consult ANSUTPII Quality Criterla, DSB-89 and BCSI Building Component 6904 Puna East Blvd. Safety InforO lon oyamobie from U. Rote Institute. 781 N. Lee street. Sure 312. N.mndikL VA 22314. Tempe, FL M610 Job Truss Truss Type Cry ply 62' Grand Carlton 111 with porch T6]9]424 M11323 me MONO TRUSS 4 1 Job Reference optional Chambers Truss Inc.. Fon Yrafca H. 54962 ,.oaveoeYu curt nu,en ,,,au>,,,eq ,,,r. n,..+o.. c>......vv c.,..-1.,. I D:Lcg54J?LuEancmZr4Qb7W MyUFUF-_xBRAzOZOi7j HTY87JZwgBDMBak8yo?ufgKj6Zzqu?u Scale - 1:20.8 3x4 = 3x4 — LOADING (Pat) SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.25 TO 0.29 TCDL 7.0 Lumber Increase 1.25 BC 0.31 BCLL 0.0 ' Rep Stress ]nor NO WB 0.44 BCDL 10.0 Code FBC2010/TPI2007 (Matrix) LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS gb/size) 4=164/Mechanical, 2=411/0-11-5 (min. 0-1-8), 6=499/Mechanical Max Harz 2=244(LC 8) Max Uplift4=-204(LC 8), 2=-325(LC 8), 6=-278(LC 8) Max Gmv4=243(LC 13), 2--480(LC 2). 6=587(LC 13) FORCES (to) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3= 1117/488 BOT CHORD 2-7— 656/1112, 6-7=-656/1112 WEBS 3-7=0/336, 3-6=-1221/721 DEFL in (too) I/defl Ud PLATES GRIP Vert(LL) -0.06 2-7 >999 360 MT20 244/190 Vert(Q -0.15 2-7 >850 240 Horz(TL) 0.02 6 n/a n/a Weight: 44lb FT=0% BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid telling directly applied or 9-0-11 or. bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation aulde. NOTES 1) Wind: ASCE 7-10; VUlt=165mph (3-second gust) Vasd=128mph; TCDL--4.2psh BCDL=3.Opsf; h=14ft; B=52ft L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss is not designed to support a ceiling and Is not Intended for use where aesthetics are a consideration. 11111111111 10.0 psf bottom chord er ve loads. 4) Thistruss truss has been designed foned for ra live load of 20.Opsf onve load nonconcurrent with any the bottom chord in all areas wherre air rectangle 3-6-0 tall by 2-0-0 wide will ,,���11PS A. 7 fit between the bottom chord and any other members. $� O'�•'•C', E N •' 5) Refer to girder(s) for truss to truss connections. �; `S 6) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 204 to uplift at joint 4, 325 Ib uplift at joint 2: and 278lb uplift at joint 6. M3938 7) "Semi -rigid pltchbreaks including heels" Member end fixity model was used in the analysis and design of this [was. 8) In the LOAD GASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard ct 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 i O.• ATE Uniform Loads (pit) T'.•,C P ,� Vert: 1-8=-44 'i� •. < p R . � Trapezoidal Loads 8a0(F=22, B=22)-to-4=-124(F=-40, B=-40), 2=-2(F=9, B=9)-to-5=56(F=-18, B=-18) � % � FL Cert. 6634 January 29,2015 QWARNING- lsonlydeslgn parameters and READ NOTES ON THIS AND INCLUDED MREKREFERANCEPAGEMII-7473 rev. 02114V015BEFORE USE. ■■■ Design valld for are onlywlth MRek connectors. This design h based only upon paramelersshown. and is for an lnclAdual building component. Applicability of dorign pafametersand proper Inca porallon of component @ fesponsMllty of bulltling desgner -not truss designer. Bracing shown Is for lateral support oflndMdual web members only. Addillonal temporary bracing to lmrse stabIlty during construction is the fesponslbllllty of the MiTek' erector. Addlllonal permanent bracing of the overall structure Is the responslblllly of the bulltling designer. For general guidance regarding fatercoflon, quallly control, storage, delivery, erection and bracing, consult ANSUTPII Quality Criteria, DSB-e9 and BCSI Building Component 6904 Parke East Blvd. Salary Informallon avagatele from Truss Rate Institute, 781 N. Ise Street Suite 31 Z Alexandria. VA 22314, Tempe, FL 33610 Symbols PLATE LOCATION AND ORIENTATION 1 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. �/Idr I [J�Forlat;4 x 2 orientation, locate pes 0-'aa' 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. PLATESIZE The first dimension is the plate width measured perpendicular 4 x 4 to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in The bracing section of the output. Use T or I bracing if indicated. Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPll : National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 I dimensions (Draw shown t ftsc sixteenths IF --II (Drawings not to scale) 1 2 3 TOP CHORDS 0 Of O x U n. O F- JOINTS ARE GENERALLY NUMBERED/LETrERED 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 0 Of O U a O © 2012 MiTek@ All Rights Reserved M illa MiTek Engineering Reference Sheet: Mll-7473 rev. 02/16/2015 ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Addtional stability bracing for truss system, e.g. diagonal or X-bracing. is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I 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, properly owner and all other Interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane atjoint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 9. Unless expressly noted this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber's a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 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 purlins provided at spacing indicated on design. 14, Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not out or alter truss member a 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, heoBh 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. COMPLETED ON: DESCRIPTION: BEING ALL OF 8 VILLA MARIA, OF THE UNRECORDED PLAT OF COUNTRY CLUB VILLAGE, OF ST. LUCIE COUNTY, FLORIDA. ABBREVIATIONS: FFE = FINISHED FLOOR ELEVATION R/W = RIGHT-OF-WAY R = RADIUS OF CURVE L = LENGTH OF CURVE SF = SQUARE FOOT A = DELTA OF CURVE 1 "=30' 12-17-1 DRAWN: CJM JOB NO.: 15-2266 SURVEYORS NOTES: 1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE SHOWN HEREON. 2. NO UNDERGROUND ,UTILITIES OR IMPROVEMENTS WERE LOCATED UNLESS OTHERWISE SHOWN. 3. THIS SITE LIES WITHIN FLOOD ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111CO070 J, EFFECTIVE DATE 2-16-12. 4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. 5. BEARINGS SHOWN HEREON ARE REFERANCED TO THE CENTERLINE OF VILLA MARIA HAVING AN ASSUMED BEARING OF EAST, ACCORDING TO THE UNRECORDED PLAT OF COUNTRY CLUB VILLAGE, OF ST. LUCIE COUNY, FLORIDA 6. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LISCENSED SURVEYOR AND MAPPER. 7. THIS IS A SPECIFIC PURPOSE SURVEY FOR THE PURPOSE OF LOCATION AND ELEVATION OF FORMBOARDS. BOUNDARY LINES SHOWN HEREON ARE FOR GRAPHICAL PURPOSES ONLY. PERMIT #: 1506 Q0 Dal,of � o APixo+�x Qa a J _ 5N R VIIIA MARIA ALEXANDER A PIAZZA PSK INC. Surveying • Mapping " Consulting 619 SW Biltmore Street *LBIF7280 Port St. Lucie, Florida 34983 Phone: (772) 340-7770 Fax: (772) 340-2250 CORPORATION K:\BUILDERS\15-2266.dwg, 12/17/201510:13:23 AM ALE%ANDy J. IAtpoL Z Professional Surveyor k Mopper Florida Certlacate No.: 6330