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HomeMy WebLinkAboutSUBMITTED PAPERSALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED /� Date: SCANNED Permit Number: / °� -boo BY = St. Lucie County Building Permit Application 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 III IPKUPUSEU IMPKUVt:ML-N I LULAI IUN: ; '". , III Address: 13951 AMARILIS Legal Description: 6/7 34 39 ALL THAT PART LYING NORTHEAST OF 95 Property Tax ID #: 1306-111-0001-000/0 Lot No.13951 Site Plan Name: FAIRWAYS Block No. Project Name: Setbacks Front 34' Back: Right Side: 18' LeftSide: 15' DETAILED DESCRIPTION OF WORK::. ~y MOBILE HOME REPLACEMENT: SINGLE FAMILY RESIDENCE - 3 BEDROOM / 2 BATH / GARAGE CONSTRUCTION INFORMATION; Z✓ HVAC Gas Tank Z✓ Electric ❑✓_Plumbing Total Sq. Ft of Construction: 2,275 Cost of Construction: $ 58,000 iuL—UueLrtan aNNiy. Piping _Shutters ✓QWindows/Doors nklers GeneratorZ-- Roof _ S Ft. of First Floor: 2,275 Utilities:Sewer0Septic 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 Coder 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 Cade: 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: CGC03599 If value of construction is $2500 or more, a RECORDED Notice of Commencement is required. (,SUPPLEMENTAL CONSTRUCTION:LIEN LAW INFORMATION: III Name: BRADENaBRADEN. Add ress: 417 COCONUT AVE. City:. STUART -- State: FL Zip: 34966 Phone: (772)287-8256 FEE SIMPLE TITLE HOLDER: X Not Applicable Name: Address: City: Zip: Phone: MORTGAGE COMPANY: X Not Applicable Name: Address: City: State: Zip: Phone: BONDING COMPANY: _Not Applicable Name: _ Address: City:_ Zip: I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting ape which is in conflict with any applicable Home Owners Assoclal structure. Please consult with your Home Owners Association In consideration of the granting of this requested permit, I do in accordance with the approved plans, the Florida Building G Phone: :will authorise the permit holder to build the su ject structure ules, bylaws or and covenants that may restric or prohibit such rev/sew your deed forany restrictions which m y apply. aqy agree that I will, in all respects, perform t work fond St. LucieCounty Amendments. The following building permit applications are exempt from un rgoing a.full concurrency review: room adds ons, accessory structures, swimming pools, fe ces alls, signs, sc en rooms and accessory uses to another non esidential use WARNING TO OWNER: Your fa' a Record a ice of Commencement m result in yo paying twice for improvements to your prop otice of mmencement must bWel d and p sted on the jobsite before the first inspection. ntend to tain financing, consuW-er or attorney before commencing work or rec n your No ' e of Commencement. STATE OF FLORIDA STATE OF FLORIDA COUNTY OF S—r . / �t Gce I COUNTY OF Sr 4.4 c I C The for oing instrument was acknowledged before me The forgoing instrument was acknowledged before me thisydayof Aloae7n6&X 20 14 by this-Adayof Nod0wdiEt .201q by /iifl IT-W67J 61(,t J/A)Yej nr E A z trEw L YGG GUY.0 .0 Z5 (Name of person acknowledging) (Name of person acknowledging) Z6�'LM at," /J ram"� (Signature of Nota ublic- State of Florida) (Signature of Nota6f Public- State of Florida ) Personally Knoptiog,Rva4uced Type of Identif cued a t,fi a ,i Personally Known Type of Identificallotary ✓ OR Produced Identification _ Public - State of Florida ti;,;9 ova,DOROTHY ANN BASKIN Commission N•= amm. E�( pci 2, 2016 Commission NoNotary Publ(se*e of Florida • rCommission #FF015226 ?• . My Comm. Expires Oct 2, 2016 Anndod Thrnunh Nntinnnl Nntnry Assn �P. Commission # FF 015226 Revised 07/15/2014 REVIEWS, FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE INITIALS Ec St. Lucie County Building & Zoning q _ 2300 Virginia Ave toaio 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 #) It is understood that if there is any change of status regarding the participation of any of the subcontractors 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 CACO24379 Roofing Treasure Coast Roofings LLC 19496 RC2902708.7. Gas PERMIT ISSUE DATE: NUMBER: 06/1B/2014 15:29 7728787656 - i 1 WiNW BUILDING CORP , I- --- -- PERMIT # ISSUE DATE PLANNING & DEVELOPMENT SERVICES - "1 Building & Code Compliance Division LOME BUH DING -PERMIT SUB -CONTRACTOR AGREEMENT S1. Lucie County Contractor Certification Number. —.11 State of Florida Certification Number (Ifawltuble): 1t SSW Electric have agreed to be the (Company NameAndividual Name) Ft C+r. cal Sub -contractor for Wynne Development Corp. (Type of Trade) . (Primary Contractor) For the project located at S\ 9) 0, It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St Lucie County by filing a Change of Sub -contractor notice. (Form: SLCCDV (No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ?VOTARIZED SIGN.AWRES ARE REQUIRED Business Name; saw Electric Addross: 501 W Coker Rd. City/Statezip: Fnri Pi ice • FL 34945 Phone- (777) 464-6,466 entail; zLawrence Stubbs SIGNATURE PRINT pNAME DATE STATE OF FLORIDA, COUNTY �y THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS ZO � ] BY J aI/)JPnu U Ir lJ� WHO 19 PERSONALLY XWOWN v OItaAS PRODUCED e � � AS IDENTIFICATION. ✓Q ? � Hceme— (STAMP) PRINT NAME PRINT NAME OF NOTARY PUBLIC PUB SLCPDS: 12/I6/2013 eL tk'r Commission # EE 209915 s' Expires October 21, 2016 qei,�,.o1'11 Wm Vhu Tm/ Fain 6mean:esk r,70a 07/30/2014 16:03 772878765E- WYNNE BUILDING COF-- PAGE 02/02 PERMIT# ISSUE DATE PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number. State of Florida Certification Number(Yapplicable): CFZ1428458 Lindquist plumbing have agreed to be the (Company Name/Individual Name) Plumbing Sub-contractor£ollwynne Development Corp. (Type of Trade) (Primary Contractor) For the project located at (Project Street Address or Property Tax ID i!) 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) RUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) NOTARIZED SIGNATURES AXE REQUIRED Business Name: Lindquist plumbing Address: 3185 Sneed Rd. City/State/Zip: For+ A i e=c e, F7 1 4 A d S _ Phone: (7-12) 461 _1 c rag email: SIGNATURE PRINTNAME DATE / STATE OF FLORIDA, COUNTY OF SEE- i�a.t C [ � TBIE FOREGOING INSTRumENT WAS SIGNED BEFORE ME THIS 1 13AY OF //K D ✓cam n 6 cat , 20� BY 1A � -b F L TRH -SE WHO IS PERSONALLY KNOWN r/ OR RAS PRODUCED LL. 19 a',.t,,,, I&J SIGNATURE eY NOTARY PUBLIC AS EDENTIFICATION- OF (STAMP) ,�aa: a�,,, DOROTHY ANN BASKIN 9LCPDS: 127162013 a a% Notary Public - State of Florida « e My Comm. Expires Oct 2. 2016 '•%R`r' Commission # FF 015226 Bonded Through National Notary Assn 07/30/2014 16:04 772878765P WYNNE BUILDING COPP PAGE 02/02 PERMIT # ISSUE DATE PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St Lucie County Contractor Certification Number: State o£ Florida Certification Number (If applicable): CACO24379 trol of St. Lucie County, Inc. have agreed to be the air conditioning Sub.contractorfor Wynne Development Corp, (Type of Trade) (Primary Contractor) For the project located at S� (Project Street Address or Property Tax ID \X It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by filing a Change of Sub -contractor notice. (Form: SLCCDV (No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) NOTARI2 RD SIGNATURES ARE REQUMD Business Name: Comfort Control of St. Lucie County, Inc. Address: 1 S01 Ri 1 rmore St City/State/Zip: Port St. Lucie, FL, 34983 Phone: Barry Zvi mmPrman PRINT NAME DATE COUNTY OF fj4 . % c 1 e THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS `�AX OF � ��, /� 20 � -A BY n WHO IS PERSONALLY KNOWN V OR HAS PR DUCED AS IDENTIFICATION. I 1 (STAMP) Q.-,..C" n�nh l 'RGNTURE OF N TARY UBLIC PRINT NAME. OF NOTAI C PUBLIC Pye•�4 Notary Public State of Rohda SLC DS: 12/16/2013 R Jennie Knight '7 �q• My Commission FF 045851 wno Expires 08/1512017 PERMITS ISSUE DATE PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SUBCONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number (if appumbley. RC290 7087 Treasure Coast Roofing, UC have agreed to be the (Company Name/Individud Name) Roaring Sub -contractor for Wynne bevelopment Corp (Type of Trade) (Primary Coutractor) For the project located at or Property Tax ID 9 ) 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 QUALIMR (Name of the Individual sbown on the Contractor's License) NOTARIZED SIGNATURES ,ARE REQUI]121ED Business Name: T ea ure Coast Roofing, LLC Address: City/State/Zip: Pbone: 1816 Bil .more St post St- Lneier FL_ 34984 (772) 343-6308 email: ` l rian Maloney' SIGNATURE PRINT NAME DATE STATE OF FLORIDA, COUNTY OF �, . Lu c,-c THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS. � ' `DAY OF Zlaawbe ^, 20 BY k��\G.Y1 }�VI WHO IS AS IDENTIFICATION. Z1, eA- zax n ye PRINT NAME OF NOTARY PCBLIC (STAMP) ST. LUCIE COUNTY BUILDING & ZONING 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 772462-1553 FILLED LANDS AFFIDAVIT I, the undersigned, am the owner of the following described property:\-:�jgs� N`' QV -� #1306-111—On 01—On 01Q- 617 -44 19 all i-haf- parf- lying_ (Tax ID/Legal description/Address) northeasterly of I-95 for which I have applied to St. Lucie County for a Final Development Permit. In accepting this Final Development Permit, BP Number , I acknowledge that a owner of the above described property, and in accordance with Section 7.04.01(D), St. Lu ie County Land Development Code, I shall be responsible for assuring adequate drainage so that the immediate community WILL NOT be adversely affected. I further acknow dge that in granting this permit for the development of this property, St. Lucie County is n ither obliged nor liable to provide,for, or maintain in any form, adequate drainage off my operty which will not adversely affect the immediate community. Matthew i yl e Wynne Property Owner Name 'Piopeity,'Ownec Signatures'`Date STATE OF FLORIDA. COUNTY OF St- Lucie / ACKNOWLEDGED BEFORE ME THIS DAYOF 1k O0ii11ISCe,20-Y BY Matthew yle Wynne WHO ISPERSONALLYKNOWNTOME OR WHO HAS PRODUCED NOTARY PUBLIC TITLE IDENTIFICATION. 1 &-QTr+y 14,jri I&SKW TYPE OR PRINT NAME OF NOTARY rnmWIS,Slobi N MBER �t3V'p""e,� DOROTHY ANN BASKIN ,`os Notary Public - State of Florida -'• : E My Comm. Expires Oct 2. 2016 Commission # FF 015226 Banded Through National Notary Assn. (SEAL) 07/24/2015 14:02 7728787656 WYNNE BUILDINC "RP PAGE 01/01 06/18/2014 15:29 7721" '556 WYNNE BUILDING 2P PAGE 02/03 CO U:N,T Y :...< St. Lucie County Bunning & Zoning Department 7no Viresda, Avenue Fort kieree, FL 34982 772-462.2165 Fax 772.462.6443 Request for 30-Day Temporary Power Release Date: PermitNtumber: Property Adilmss: THE UNDERSIGNED HEREBY REQUEST RELEASE OF ELECTRICAL POWER TO THE ABOVE D PROPERTY, FOR A PERIOD NOT TO EXCEED TEEIRIT (30) DAYS,)POR THE pURposE O TESTING SYSTEMS AND EQUIPMENT IN PREPARATION FOR FINAL INSPECTION, IN CONSIDERATION OF APPROVAL OF THE REQUEST WE HEREBY ACKNOWLEDGE AND AGREE AS FOLLOWS: 1. This temporary power release is rc9uested for the above stated purpose only, and, theramfll be no occupancy of ea,Y type, other tbah that permlued by construction during this time iieriod. all terms and raaditams 2 Aa witness by our signatures, we here* agF abide by of this agreement, includieg Riding Division Policy, wbich is incorporated bereia by ret4rmee. 3. dB conditions and requitementS U9ted in the attacbed document entitled -Requixements for 30 Pay Power for Testlnelhave been tbifilled and the preAnise is ready for co"7110nee mspecile L 4. All requests for an extension beyond 30 days must be made in writing to the Owl" Official stating the reason for the request. Power may bV within 30days.odfrom thd BeA fee of $10010awill be required -to or a Stop Work � ther issued Stup wok Order.ectioa has ant been app WE HEREBY RELEASE AND AGREE TO HOLD #AMLESSt ST. LUCIE COUNTY, ,AND THEIR EMPLOYEES FROM ALL L ITIESr0UT%'-1FT=, OF ANY TYPE OF NATURE WMC)a MAX ARISE NOW ORIN FU TRANSACTIO F, INCLUDING ANY DAMAGE WHICH MAY E CURRED O THE DISCONNECTION OF ELECTRICAL POW NT OF CATION OF THIS AGREEMENT. RECEIVED JUL 24-2015 08/24/2015 12:32 7728787E5" WYNNE BUILDING 1C(� PAGE 01/01 V C) C::�� Professional Insulators of South Florida FTC Insulation Installation Certificate To: ISt Lucie Count Date: Au st 13, 2015 Re: Lot/Block- Address: 113951 Amarilis Project: The undersi ned berebv certifies that insulation has been installed is the above described property as follows: 1. Exterior CBS walls have been insulated with: Spray -on Cellulose Thickness is inches: Fiberglass Blankets Manufacturer: Fi Foil Rock Wool Blankets Density: X Aluminum Foil R-Value: R 4.1 Rigid Board Polystyrene Other 2. Ceilings (level) have been insulated with: Spray -on Cellulose . 10.25" - .— :.. __,.X Fiberglass Blows. __ ... . . Manufacturer: Owens Corning Rock Wool Blankets Density: Aluminum Foil R-Value: R-30 F0yurethaue Open Cell SFF Ceilings (Inaccessible) insulated with: Spray -on Cellulose Thickness in inches: 9.5" X Fiberglass Blankets Manufacturer: Owens Corning Ignition Barrier Density: Fiberglass Blown R-Value: R-30 Cellulose Loose Fill Open Cell SPF 3. Interior kneewalls have been insulated with: Fiberglass Blankets Thickness in inches: Fiberglass Loose Fill Manufacturer: RackWool Density: Fiberglass Blown R-Value• Cellulose Loose Fill Open Cell SPF 4. Garage partition walls of A/C living area have Blankets been insulated with: WoolThickness in inches: 3.5" EFIberglass rethane Manufacturer: OwensCorning -on Cellulose Density: Cell SPF R-Value• R-11 S. The following have been insulated: �-r�{"p('�"��!/��}� 0, �►�•+ ; ;• �:koo$ 1 4��fst•:orid�,p? . c�q��d+ODiis�' a51015 pUG Wynne BuildinCorp�(.,b, General CoutractBuilder CBC1254041:O•. Competency # Professional Insulators of South Florida, Inc.'^ Insulation Contractor By: � BY: 1 Planning & Development Services Building & Code Regulation Division 2300 Virginia Ave IFort Pierce, FL 34962 772-462-2172 FaX 772-462-6443 CERTIFICATE OF TERMITE TREATMENT C®wSTRUCTION SOIL TREATMENT PERMIT#: Z'DUSG ]OBADDRESS: 13115i p+teriUS G+. +• P'P(G BUILDERICONTRACTOR "1118 `l `I 11 Cn.t PEST CONTROL CONTRACTOR: LU PEST CONTROL LICENSE #: t7 `" 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: OS�F 0014F Chemicals used: i�� --V i L' Percentage of solution: L1 6 Date of Treatment: 'V 1 5- _Footing _11 Treatment _Re -Treat Dn e y I Treatment Re -Treat Other N+, a Z hyd, &J _1 Treatment !Re -Treat Total gallons used: ( Li Time of Treatment 0 ' Z 0 Slab _1a Treatment —Re-Treat _Pools _1' Treatment —Re-Treat If for Flnal spection Signature of Exterminate Note.. There must be a completed form for each required treatment orre-treatmentand this form mustbe on the job site to be picked up by the inspector at time of each inspectlon or the scheduled Inspecdon will fall and a•re-Inspection fee charged. F6C104.2.6CeKificateofProtective Tmatmentforprevendonoftermdes AweatherirslstantJobsiteposdngboard shall be provided to recelve duplicate TreatmentCerdfimtes as each required protective beant Is comMS. Me pleted, providing a copy for the person the permit is Issued to and another copy far the bullding Permit treated, chemiartificate cal used, percent de theroncenbatron anuct used, d numberof the ofgallons used, totime and date of the establ h a verifiable record site fan, area protective treatment If the soil dtemical bariermethod for termite preventlon is used, final exterior treatmentshall be completed prior to final bulldlrig approval. St Lucie County requires for the Gnat/ inspection for C®, a permanent 5ticicer to be placed on the electrical panel bolt cover, listing all the treatments and dates of applications. TITAN Materials for Life` (very date ncretd Plant rra A "Thank you - We appreciate your business" . Ticket no. FORT PIERCE 4199 SELVITZ ROAD _ 288731 FT PIERCE, FL 3498t= (Truck (Driver iTruck size. h hype job, 07/01/15 i 6:t9 i 1 41';8 ORELLANO, RAFAEL f1'.0Ilk. , DRIVEWF tomer no. Customer name Zone Tax CD I 90004535 L i; r:; i!_Y HALL CONCRETE CONST i. I T macproject no. Customer P.O. no. - - Order no. I Terms code tSharge d ' G a o.D. Time due 441031 L 42011 �zknaye'0. `4sr.Co.D-eo.e: 13:00 ivQ4name and address Lot 9 `i Block County 41 ST L.UCIE COUNTY l„ 13C.151 AMARILIS C- , FOkT FIERCE �� tss tructions FAIRWAYS SUBDIVI':;ION (GOOGLE MAPS DOWN) Slump .lantity _-- U Mj Unitprice [Amour- t ad {simulative Ordered Code Description 1 - ''00 CAf 051R102500 4157 CY i1_ 07; J.,-U 301 MAGrERFIBER M70 .751 CY I<'r,( 80(i018 EXTRA STOP CHARGE EA 1. C0 80-t!007 FUEL SURCHG LD 1. 00 FiEN i014 ENV I RON SURCHG LD RECE.wvr-) ' JUL / 6 2015 V� )ad 'Arnvel ob site Start discharge Finish discharge Leobsite AIZCplant�C� sales tax _ CC't v - TOTAL dditional water:added to this concrete will reduce its strength. Any water added is at customer's risk. iallons of water added1:_ G�IloQ. of water added:._ Gallons of water added:-_ I Amtof.CY Retained: ested ' (Tested pioperlY 6965731 `[� % Yes ❑ No = i❑ V Yei uLJ No J 6 5 7 31 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. by 5. 0Q rtl TITAN FLORIDA LLC TERS AND C'ONDI TIO'N'f S S OF I..h 1. All sales will be subject to these terms and M conditions ("Conti act") and. if buying on credit, to Buyer credit agicementwith Seller, incorporated herein by reference: all other terms, including. any terms contained in Buyer's purcha,e order, are cr..f t;rai nnl ss agreed to by Seller in writing. Any changes. must be in writing and signed by each party. This Contract will be construed in accoi dance with the I ;v-s of the state or Florida. For all disputes relating to this Contract, Buyer hereby consents to the jurisdiction and venue of the state and federal cocrt, r the location of the delivery site of the goods sold hereunder. 2. Payment terms: Net the last day of the month follow ine I�hhee��month pj;5k4�ry, without deduction, retainage, set of ror charge backs. A cash discount of 1 % 101 proximo may be deducted if no previousbalanceSN%Ir past due. interest at the Icsser of I % per month or the maximum rate allowed by law will be irl iii on outstanding and delinquent invoices from the date of delivery until paid. Buy cr1%ill pay to Seller all applicable federal, state and local s�s and use taxes. In addition toany other available rights and remedies. Seller will be entitled to recover front Buy ci all costs of collection and litigation fAluding, but not limited to. reasonaba attorneys' fees. Seller reserves the right to require payments in advance or to cancel the unfilled portion of this Contract without notice 41 the event of Buyer dfault of any Contract prow isions, or if the financial status of Buyer becomes impaired or deemed unsat- Wactory to Seller —Fin Iore 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., NIonday through Friday. 1n cidittonal charge maybe added for dehA enes outside of these hours and for any waitiughmioading penods in excess of 60 minutes. Prices are based oil full loads: an additional charge will apply to loads of less than seven cubic yards. The rrununumload for each delivery is 1 cubic yards - 4. Buyer will give Scllef.at least 48 hours prior notice ofthe time and rate of requested deliveries. Delivery schedules will bernautuallyagrced upon between Seller and Buyer. 'Detiyeries will be made to the best of Seller's ability to dispatch. however. Buyer waives any claims associated with any delays in delivery. - - 41.y r 5. Buyer must provide sit fable appto. r_ies to delivery points beyond paved streets. For dcovery beyond curb lines, Buyer assumes all liability for clan'. -.,C to vehicles, sidewalks, driveways, panes, septic tanks. and/or other property, and Buyer w ill mdetmlify and field Seller harmless from and against any;. I all liability, loss and eepen. ineurfed as a result of such delivery, including but not limited to towing charges, except to the extent caused by Set .v,`-s'.s gross negligence or willful isconduct. Buyer waives ally right of subrogation against Seller. 6. Buyer is responsible for full pa)hnicnt of, including all costs of disposal and Seller's return charge per truck for. (i) orders not cancelled at least one hou, prior to delivery tinge; (ii) con,- rte delivered due to Buyer's mistake or in excess of requirements; (iii) concrete not deliverable due to unsuitab! approaches. 7. Concrete prices and quantities are based upon the wet volume at the nine of discharge from the truck, and are not sold "form measurement" or measured "in place". Yield will be established in accordance with applicable ASTM standards. Buyer will pay all charges incident to inspection or tests made by. or on behalf of Buyer. S. Limited Warranty: Buyer is solely responsible for determining the type and quantity of goods to be punhased. Seller warrants that its p,uducts will meet or exceed applicable American Society for Testing Materials ("ASTM") and American CmLrete Institute ("ACI-) standards, when tested in accordance with ASTM and evaluated by ACI standards. Seller will repair or replace any goods supplied by Seller that fail to meet this limited warranty, within one year after delivery thereof. Seller will uphold its warranty obligations tinder Florida statute 718.203, as applicable. ALL OTHER WARRANTIES, 'Atli ETH ER EXPRESS OR IMPLIED, INCLUDING WIT[IOUT LIMITATION TtIF WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE, ARE HEREBY %XPRIiSSLY F'XCLIIDFD. THE RFMF.DY ;IT FOR f11 IN THIS SECTION 8 WILL CONSTITUTE THE SOLE REMEDY OF BUYER UNDER THIS LIMITED WARRANTY. 9. Seller+wilNrtot 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 pra. tices. Seller has no control over the placing or handling of concrete after unloading and does not guarantee the finished work in which it is used Buyer will be responsible to prevent concrete after unloading from coming into contact with a4y material, such as aluminum, which unay advcaely innpact concrete strength. 1.0. Buyer will furnish any admixtures or ingredients it desires that are not regularly suppled by the Setter in the marketplace. Buyer will be solely respon- sible for the effect of such admixture or ingredients on the,concreta. AV px(ij'pruduct which may be required in excess of the mix design quoted, or which maybe required to provide workability, strength. setting time ores atercement mtio, w ill result in an additional ingredient charge payable by Buyer. 11. Concrete will be hatched and delivered in accordance with ASTM C-94. �'oncrete temperature will be dictated by the environmental and material condi- tions at the time of delivery. Any requirement beyond these conditions will Require the implementation of controlled measures during production at the expense of Buyer. 12. Buyer must give Seller written notice within 48 hours after delivery of any claim against Seller as a result of any alleged nonconforming materials or any other cause whatsoever (other than failure to meet compressive strength, in which event the time for notice will be within 48 hours after the customary time for analysis of the test cylinder), time being of the essence. Seller will be given reasonable opportunity to investigate all claims. Any failure by Buyer to give written notice within such 48 hour period will be deemed a conclusive waiver by Buyer of all such claims against Seller. 13. SELLER WILL NOT BE LIABLE UNDER ANY CIRCUMSTANCES FOR ANY SPF,CIAL, INCIDENTAL, PUNITIVE. OR CONSEQUENTIAL DAMAGES INCLUDING, WITHOUT LIMITATION, ANY DAMAGES RELATED TO DELAY. WI-IE-IHER BASED ON STATUTE, TORT, CONTRACT, OR OTHERWISE. AND WI IETHER OR NOT ARISING+kOM SELLER'S NEGLIGENCE, S fRICT LIABILITY OR FAULT. IN NO EVENT WILL SELLER BE RESPONSIBLE FOR DAMAGE DLJF TO TIiL AC T10NS Of- OTHERS OR THE FAILURE OF BUYER TO COMPLY WITH ITS OBLIGATIONS. SELLER'S LIABILITY FOR ANY CLAIMS WILL BE LIMITED TO Tl-1L PURCHASE PoJCE OF THE GOODS SOLD UNDER THIS CONTRACT. 14. Notice. All notices to Seller will be sent in writing to the sales office issuing the price quotation, with a copy to Credit 1ricartment, 455 Fairway Drive, Deerfield Beach, FL 3344E 15. Severability. The unenforceability of any provisiiui of this Contract will not affect the enforceability of any other provision r'f this Contract, and each other provision of this Contract will be severable and e,.i recable to the extra permitted by law. N4RNING• CAUSES SKIN IRRITATIu* - l`VJURfOUS To FYF.S. CONTAINS PORTLAND CEMENT. FRESHLY MIXED CONCI,ETE MAY CAUSEcvlN IRRITATION OR INJURY. AVOID CONTACT WITH SKrN WHERE POSSIBLE. WASH EXPOSED AREAS PROMPTLY WITH WATER_ IF AM MIXTURES GET INTO THE EYE, RINSE IMMEDIATELY WITH `A'ATER AND GET PROMPT MEDICAL ATTLNTION. KLFP OUT OF REACII OF CIIILDREN. MATERIAL SAFETY DATA SHEETS (MSDS) ARE AVAfIABLE 3,9' yyttiAV.TITANANIERICA.COM. , Rev'd 2-08 TITAN // CONCRETE Materials for Life` grcrete "Thank you - We appreciate your business" 7-7--o0so FORT FIERCE 4199 SELVITZ ROAD FT PIERCE, FL 34982 Ticket no. 887196 Delivery da�eR/04/15 .plant 628 Truck 1k, DSiver ZEILINSKI, ROBERT ITruck size 10. O111Typejob FLATWOF customer n(Doo04J35 I Customer naVODNEY HALL CONCRETE CONST zone - Tax co T Tarmac projecV10013I I Customer P.O. no. Order no. 1 4894 (Terms code itCharge dePvered 3-C.O.D. Time due 0i7 ; 36 '2-Charge F.O.B. hC..O:D-F.O.B. Delivery na&eTancU.ddne3'sE COUNTY Lot Block County 13951 AF:MARILLAS} FORT PIERCE��� T-9S ANn ThInRTO Rn GATRIAAYR RIIRnTI1Tt;nN Instructions Slump 5e OQ . .. _ _ U/ __�.._� Quantity. _ � � Product � M Unit price � � Amo_unt , oad 10,� Mauve Vrde V 40 .9119' CAI 9SciiTT&500 #57 10.00 10(901 MASTERFIBER M70 .75 1.00 80(1007 FUEL SURCHG 1.00 80(1014 ENV I RON SURCHG i� CY CY LD LD Load Z7: job site Start discharge Finish discharge Leave job site Arrive plant subtotal y5- 1 '7: yT Sales tax Additional water 0cJ!d to this concrete will reduce its strength. Any water added is at customer's risk. Gallons of water adqed:gLO Gallons of water added: Gallons of water added: _ I Amt of CY Retained: Customer App oval'tl Customer Approval: Customer Approval. I Customer Approval Tested Tested properly I No. � I Authorized and received by ❑ ❑ Yes No ❑ Yes No X W //I / Safety is a constant state of mind, with every employee feeling responsible and empowered to act to cause him and others to work safely, on the belief that all accidents are preventable and that zero incidents is the only goal. Lot: Block: Address: Correct Not Correct !a 1n1urn 1r 1n TITAN FLORIDA LLC ✓ �� v re, C 2 �'E IS ANNOMDITIONS OF SALE I. All sales will be subject to these terms and conditions ("Contract") and, if buying on credit, to Buyer s credit agreement with Seller, incorporated herein by reference; all other terms, including any terms contained in Buyer's purchase order, are excluded unless agreed to by Seller in writing. Any changes must be i writing and signed by each party. This Contract wiB be construed in accordance with the laws of the state of Florida. For all disputes relating. tot ntract, Bu ern hereby conse is to thejurisdiction and venue of the state and federal courts for the location of the delivery site of the goods sold 2. Payment te�7'ee last day of [h a month £owing rile mbrtt ml—ofv�ry, without deduction, retainage, set off or charge backs. A cash discount of 1% 10'" proxhno may be deducted if no previous balances are past due. Interest at the lesser of P/%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 erttitled to recover from Buyer all costs of collection and litigation including, but not limited to, reasonable nttomeys' tees. Seller reserves the right to require payments in advance or to cancel the unfilled portion of this Contract without notice in the event of Buyer default of any Contract provisions, or if the financial status of Buyer becomes impaired or deemed unsat- isfactory to Seller. Failure of Seller to exercise any of its rights will not be deemed a waiver of any such right. 3. Regular delivery hours are 7:00 a.m. - 5:00 p.m., Monday through Friday. An additional chargemay 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 chargewill apply to loads of less than seven cubic yards. The minimum load for each delivery is 1'6 cubic yards. 4. Buyer will give Seller at least 48 hours prior notice ofthe time and rate of requested deliveries. Delivery schedules will be mutually agreed upon between Seller and Buyer. Deliveries will be made to the best of Seller's ability to dispatch, however. Buyer waives any claims associated with any delays in delivery. 5. Buyer must provide suitable approaches to delivery points beyond paved streets. For delivery beyond curb lines, Buyer assumes all liability for damage to vehicles, sidewalks, driveways, pipes, septic tanks, and/or other property, and Buyer will indemnify and hold Seller harmless from and against any and all liability, loss and expense incurred as a result of such delivery,including but not limited to towing charges, except to the extent caused by Seller's gross negligence or willful misconduct. Buyer waives any right of subrogation against Seller, 6. Buyer is responsible for full payment of, including all costs of disposal and Seller's return charge per truck for, (i) orders not cancelled at least one hour prior to delivery time; (ii) concrete delivered due to Buyer's mistake or in excess of requirements; (iii) concrete not deliverable 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 "form measurement" or measured "in place". Yield will be established in accordance with applicable ASTM standards. Buyer will pay all charges incident to inspection or tests made by or on behalf of Buyer. 8. Limited Warranty: Buyer is solely responsible for determining the type and quantity of goods to be purchased. Seller warrants that its products will meet or exceed applicable. American Society for Testing Materials ("ASTM") and American Concrete Institute ("ACI") standards, when tested in accordance with ASTM and evaluated by ACI standards. Seller will repair or replace any goods supplied by Seller that fail to meet this limited warranty, within one year after delivery thereof. Seller will uphold its warranty obligations under Florida statute 718.203, as applicable. ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED, INCLUDING WITHOUT LIMITATION THE WARRANTIES OF MERC14ANTABILITYAND FITNESS FOR A PARTICULAR PURPOSE, ARE HEREBY EXPRESSLY EXCLUDED. THE REMEDY SET FORTI I 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 sec that the concrete is handled in accordance with best construction practices. Seller has no control over the placing or handling of concrete after unloading and does not guarantee the finished work in which it is used. Buyer will be responsible to prevent concrete after unloading from coming into contact with any material; such as aluminum, which may adversely impact concrete strength. 10. Buyer will furnish any admixtures or ingredients it desires that are not regularly supplied by the Seller in the marketplace. Buyer will be solely respon- sible for the effect of such admixture or ingredients on the concrete. Any extra product which may be required in excess of the mix design quoted, or which may be required to provide workability, strength, setting time or water/cement ratio, will result in an additional ingredientcharge 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 time. implementation of controlled measures during production at the expense of Buyer. 12. Buyer must give Seller written notice within 48 hours after delivery of any claim against Seller as a result of any alleged nonconforming materials or any other cause whatsoever (other than failure to meet compressive strength, in which event the time for notice will be within 48 hours after the customary time for analysis of the test cylinder), time being of the essence. Seller will be given reasonable opportunity to investigate all claims. Any failure by Buyer to give written notice within such 48 hour period will be deemed a conclusive waiver by Buyer of all such claims against Seller. 13. SELLER WILL NOT BE LIABLE UNDER ANY CIRCUMSTANCES FOR ANY SPECIAL, INCIDENTAL, PUNITIVE OR CONSEQUENTIAL DAMAGES INCLUDING, WITHOUT LIMITATION, ANY DAMAGES RELATED TO DELAY, WHETHER BASED ON STATUTE, TORT, CONTRACT, OR OTHERWISE, AND WHETFIER OR NOTARISING FROM SELLER'S NEGLIGENCE, STRICT LIABILITY OR FAULT. INNO EVENT WILL SELLER BE RESPONSIBLE FOR DAMAGE DUE TO'THE ACTIONS OF OTHERS OR THE FAILURE OF BUYER TO COMPLY WITH ITS OBLIGATIONS.. SELLER'S LIABILITY FORANY CLAIMS WILL BE LIMITED TO THE PURCHASE PRICE OF THE GOODS SOLD UNDER TI-IIS CONTRACT. 14. Notice. All notices to Seiler will be sent in writing to the sales office issuing the pi ice quotation, with a copy to Credit Department, 455 Fairway Drive, Deerfield Beach, FL.33441. 15. Severability. The unenforceability of any provision of this Contract will not affect the enforceability of any other provision of this Contract, and each other provision of this Contract will be severable and enforceable to the extent permitted by law. WARNING: CAUSES SKIN IRRITATION - INJURIOUS TO EYES. CONTAINS PORTLAND CEMENT. FRESHLY MIXED CONCRETE MAY CAUSE SKIN IRRITATION OR INJURY. AVOID CONTACT WITH SKIN WHERE POSSIBLE. WASH EXPOSED AREAS PROMPTLY WITH WATER. IF ANY MIXTURES GET INTO THE EYE. RINSE IMMEDIATELY WITH WATER AND GET PROMPT MEDICAL ATTENTION. KEEP OUT OF REACH OF CHILDREN. MATERIAL SAFETY DATA SHEETS (MSDS) ARE AVAILABLE AT W W W.TI.1'ANAMERICA.COM. Rev'd 2-08 • Termite Inspection 2`'LJ5 Christ is for 772-323-792 1 Termite Pretreatment �� EUICtA.Rul q Toll Free: 1-877-365-9990 Pest Control Termite & • Rodent Service Pest Fax: 772-340-5990 • Fire Ant Lawn Service Control, Email: Evictabug@gmail.com Whitefly Treatment Inc' 2373 SW Woodridge St. e Licensed & Insured L'c. JB175775 Port St. Lucie, FL 34953 Notice of Preventative Treatment for Termites (as required by Florida Building Code (FBC) 104.26 and Broward County Chapter FBC 105.2.2) PEST PREVENTION I FIRE ANT SERVICE I TERMITE SERVICE I RODENT EXCLUSION &. REMOVAL I WHITEFLY TREATMENT DATE OF SERVICE 7 — i — i } TIME % Z U DEVELOPMENT NAME (PROJECT) CONTRACTOR'S NAME CONT/1CT PERSON A,�: STRUCTURE ADDRESS (LOT/BLOCK) CITY, STATE, ZIP CODE 'COUNTY �1 NOTES \ ;} ���f Z �%U`3 O 1 { i s 1 ��i IU�Ldln /` lr-LtI-lll �el +��f95�/ TRPATMFNTTYPFIARFA 0 FLOATING MONOLITHIC PATIO ❑ GARAGE AIDRIVEWAY ❑STEM WALUFOOTERS ❑ CUTOUTS ❑ FOOTER ❑ FRONT ENTRY ❑ RETREAT ❑ BORA CARE TREATMENT ❑ PLUMBING CUTOUTS ❑ TAMP &TREAT 9,TREAT ONLY FINAL ❑ POOL DECK ❑ OTHER. ❑ ADDITION - PRODUCTS BASELINE ❑ DOMINION 2L ACTIVE INGREDIENT 1,149IFENTHRIN ❑ TERMIDOR SC ❑ BORACARE .,. ❑ OTHER ACTIVE INGREDIENT - _ ❑ DISODIUM OCTABORATE TbTRA HYDRATE CONCENTRATION 06% ❑ .12% ❑ .25%/ ❑ .05% ❑ 23% ❑ 9°/ ❑ OTHER GALLONS APPLIED. J `70 0 Sl f Z J U SQUARE FOOTAGE LINEAR FOOTAGE FiEcOvED SQUARE FOOTAGE VERIFIED <�!"YES ❑ NO 'MEASURED OR VERIFIED PER PLANS JUL 0 2 2Q15 JOB READY CONDITIONS MET PERT qjj-VNG ct_Lucie County, FL 1'f'ES ❑ NO As per 104.2.6 FBC - If soil chemical barrier method for termite prevention is used. Final exterior treatment shall be completed prior to final building approval. Certificate of Compliance: The building has received a complete treatment for the prevention ofsubterranean termites. Treatment is in accordance with rules and laws established by the Florida Department of Agriculture and. Consumer Services. (Peer theTFlorida .B�u`�ilding Code.) If this notice is for the final exterior treatment, initial and date this linL — f FINAL STICKER ❑ ELECTRICAL PANEL ❑ WATER HEATER .e'L HER Payment Terms:. Payment due at time of service. Date Dale L✓) S /�01 (2-- Applicator: (Evict ABug Termite and Pest Control, Inc.) IC4 Customer (Property Owner or Agent) f I s_ TITAN CONCRETE "Thank you - We appreciate your business" Materials for Life* �7� 14 1 Z— co _l `-' Ticket no. gmncrete lr°e,- Delivery date Plant Truck (IDriver iruclCfze Typejob L� 4t199 SF.IE.V3Z-1 7AI> --r 1PI9 Customer no. (Customer name FT PIERCE, FL 34982 ZoneTax CD Tarmac project no. Customer P.O. no. Order no. (Terms code 7.Charge delivered 3{.O:D: Time due 02/1:3/15 I 628 13t 5 ZEILINSI.I, R��[�ePos. ac.o.o��o.am8 BEAR Delivery name and address Lot Block County 90004535 RODFdEY HALL CONCRETE CONST �•� AA1 rAgt 171 19 t Instructions - Slump ST LUCLE COUNTY I� 13951 ARAIARILLAS, FORT PIERCE .-q4 awn TN.hRrn!I:product7;aLrayc Quantity TCtIpr1TVTCr2t1.. >_CPANTCN• U��j UntthfiCe. ',IARIOUnt i Load I Cumulative 1 Ordered I code I Description I I G!m 00 CAtIBSP1030a0 t#8 PH 60t 007 FUEL SURCHG 806014 ENVIRON SURCHG CY LD LD Load Arq%LeDob site 5tart discharge Finish discharge Leave job site Arrive plant �J Co 1a:l Subtotal 0— 1 TOTAL Additional water.addedto 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 Amt of CY Retained: Customer Approval: Customer Approval: Customer Approval: Customer Approval: Tested i Tested properly No. Authorized and rece/'{fed by ❑ Yes 'p No ❑Yes ❑ No 99031 06- X 6�j 0 7 AR1,A 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: I EC€IV€D FEB 17 2015 Address: Correct Not Correct r110Tn&ACD �nMV TITAN FLORIDA LLC TERMS AND CONDITIONS OF SALE 1. All sales will be subject to these terms and conditions (`Contract") and, if buying on credit, to Buyer's credit agreement with Seller, incorporated herein by reference; all other terms; including any terms contained in Buyer's purchase order, are excluded unless agreed to by. Seller in. writing. Any changes must be in writing and signed by each party. This Contract will be construed in accordance with the laws of the state of Florida. For all disputes relating to this Contract, Buyer hereby consents to the jurisdiction and venue of the state and federal courts for the location of the delivery site of the goods sold hereunder. 2. Payment terms: Net the last day of themonth 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 time lesser of P/M per month or the maximum rate allowed by law will beimposed 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 w ill be entitled to recover from Buyer all costs of collection and litigation including, but not limited to, reasonable attorneys' fees. Seller reserves the right to require payments in advance or to cancel the unfilled portion of this Contract without notice in the event of Buyer default of any Contract provisions, or if the financial status of Buyer becomes impaired or deemed unsat- isfactory to Seller. Failure of Seller to exercise any of its rights will not be deemed a waiver of any such right. 3. Regular delivery hours are 7:00 a.m. - 5:00 p.m., Monday through Friday. An additional charge may be added for deliveries outside of these hours and for any waitinglunloading periods in excess of 60 minutes. Prices are based on fitly loads; an additional charge will apply to loads of less than seven cubic yards. The minimum load for each delivery is 1'/2 cubic yards. 4. Buyer will give Seller at least 48 hours prior notice of the time and rate of requested deliveries. Delivery schedules will be mutually agreed upon between Seller and Buyer. Deliveries will be made to the best of Seller's ability to dispatch, however, Buyer waives any claims associated with any delays in delivery. 5. Buyer must provide suitable approaches to delivery points beyond paved streets. For delivery beyond curb lines. Buyer assumes all liability for damage. to vehicles, sidewalks, driveways, pipes, septic tanks, and/or other property, and Buyer will indemnify and hold Seller harmless from and against any and all liability, loss and expense incurred as a result of such delivery, including but not limited to towing charges, except to the extent caused by Seller's gross negligence or willful misconduct. Buyer waives any right of subrogation against Seller. 6. Buyer is responsible for full payment of, including all costs of disposal and Seller's return charge per truck for, (i) orders not cancelled at least one hour prior to delivery time; (ii) concrete delivered due to Buyer's mistake or in excess. of requirements; (iii) concrete not deliverable due to unsuitable approaches. 7. Concrete prices and quantities are based upon the wet volume at the time of discharge from the truck, and are not sold "form measurement" or measured "in place". Yield will be established in accordance with applicable ASTM standards. Buyer will pay all charges incident to inspection or tests made by or on behalf of Buyer. 8. Limited Warranty: Buyer is solely responsible for determining the type and quantity of goods to be purchased. Seller warrants that its products will meet or exceed applicable American Society for Testing Materials ("ASTM") and American Concrete Institute ("ACI") standards, when tested in accordance. with ASTM and evaluated by ACI standards. Seller will repair or replace any goods supplied by Seller that fail to meet this limited warranty; within one. year after delivery thereof. Seller will uphold its warranty obligations under Florida statute 718.203, as applicable. ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED, INCLUDING WITHOUT LIMITATION THE WARRANTIES OF MERCHANTABILITYAND FITNESS FOR A PARTICULAR PURPOSE, ARE HEREBY EXPRESSLY EXCLUDED. TIIL REMEDY SET FORTH IN TIIIS 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 coining into contact with any material; such as aluminum, which may adversely impact concrete strength. 10. Buyer will furnish any admixtures or ingredients it desiresthat are c,mt 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 maybe required in excess of the mix design quoted, or which maybe required to provide workability, strength, setting time or" atcriccment 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 temp,.. ature will be dictated by the environmental and material condi- tions at the time of delivery. Any requirement beyond these conditions will require the implementation of controlled measures during production at the expense of Buyer. 12. Buyer must give Seller written notice within 48 hours after delivery of any claim against Seller as a result of any alleged nonconforming materials or any other cause whatsoever (other than failure to meet compressive strength, in which event the time for notice will be within 48 hours after the customary time for analysis of the test cylinder), time being of the essence. Seller will be given reasonable opportunity to investigate all claims. Any failure by Buyer to give written notice within such 48 hour period will be deemed a conclusive waiver by Buyer of ail such claims against. Seller. 13. SELLER WILL NOT BE LIABLE UNDER ANY CIRCUMSTANCES FOR ANY SPECIAL, INCIDENTAL, PUNITIVE OR CONSEQUENTIAL DAMAGES INCLUDING, WITHOUT LIMITATION, ANY DAMAGES RELATED TO DELAY, WHETHER BASED ON STATUTE, TORT. CONTRACT, OR OTHERWISE, AND WHETHER OR NOTARISING FROM SELLER'S NEGLIGENCE, STRICT LIABILITY OR FAULT. IN NO EVENT WILL SELLER BE RESPONSIBLE FOR DAMAGE DUE. TO TI-IE 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 TIIIS CONTRACT. 14. Notice. All notices to Seller will be sent in writing to the sales office issuing the price quotation, with a copy to Credit Department, 455 Fairway Drive, Deerfield Beach, FL 33441. 15. Severability. The unenforeeability of any provision of this Contract will not affect the enforceability of any other provision of this Contract, and each other provision of this Contract will be severable and enforceable to the extent permitted by law. WARNING: CAUSES SHIN IRRITATION - INJURIOUS TO EYES CONTAINS POjiTa,A CEMENT. FRESHLY MIXED CONCRETE MAY CAUSE SKIN IRRITATION OR INJURY. AVOID CONTACT WITH SKIN WHERE POSSi$LE.t AS EXPbWy'tRJtS PROMPTLY WITH WATER. IF ANY MIXTURES GET INTO THE EYE. RINSE IMMEDIATELY WITH WATER AND GET PROMPT MED�'tIC LL ATTENTION. KEEP OUT OF REACH OF CHILDREN. MATERIAL SAFETY D,%TA SHEETS (MSDS) ARE AVAILABLE AT IVWW.TITANAMERICA.COM. Revd 2-08 L •::2tr'G 9"' TIC—'-Yi?l"4;! (Planning& Development Services ,/ d. ,: I ' ..; Building & code Regulation Division 2300 Virginia live o o Fort Pierce, FL 34932 772462-2172 Fax 772-462.640 CER77FECA E OF TERMITE TREATMENT CONSTRUCTION SONL TREATMENT �40 A PERMIT CnTo JOB ADDRESS: 17� 5-1 ryyd PEST CONTROL CONTRACTOR: 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: o S 5/F Chemicals used: l vv- Percentageof solution: z o Total gallons used: 2 0 9 Date of Treatment: 1- 30-1 5'� _Footing = I" Treatment !Re -Treat _Driveway .Sa Treatment _Re -Treat _Other 1s' Treatment Re -Treat Time of Treatment: 8; 40 - k�Slabr . _-- ia Treatment —Re-Treat _Pools _in Treatment _Re -Treat _Perimeter for F 1 Inspection Signature of Exterminat6r Note: There must be a completed form for each required treatment orre-treatment and this form mustbe on the job site to be picked up by the Inspectorat Ume of each inspscVon ar the scheduled roapeCton will fall and a•re•inspection fee charged. FBC104.2.6 Certificate of protective Treatmentforprevention of termites. A weatherreststantjobsite pasting board shall be provided to receive duplicate Treatment Certificates as each required protective beatmentis completed, providing a copy for the person the permit is issued to and another copyfor the bullding permit files The Treatment Certificate shall provide the product used, Identity of the applicator, time and date of the treatment, site location, area treated, chemimi used, pemrent concentration and number ofgallons used, to establish a verifiable record of protective beabnent. if the soil chemical barrier method for termite prevention Is used, final exterior tmatmentShall be completed prior to final bullding approval. St Lucie County requires for the final inspection for CO, a permneat Sticker to be placed on the electrical panel box cover, listing all the treatments and dates of applications. 01/21/2015 18:04 77258964E KSM ENGINEERING , . PAGE 02/03 Il � ®Ii KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (7721337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 w .ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E M1p$I�KgM®ucplplr;iNFFpiN� NFT ST. LUCIE (772) 229-9093 C.A.: 5693 njV C(jj�j�A Tj(`jj�j����j�'j FAX (772) 589-6469 ASTM D 1557 and ASTM D 2922 DATE TESTED PERMIT # CONTRACTOR JOB LOCATION January 20, 2015 14120050 Wynne Development Corp. 13951 Amarilis Court Fairways S/D Fort Pierce, Florida JOB# : 150148-ld/ES/km ITEM TESTED Compacted Foundation Fill TEST LOCATION DEPTH *PEN DRY MAX. DRY PERCENT OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION 1. N. E. 0" - 12" 44 111.1 114.0 97.5 2, N.W. 46 112.6 98.8 3. Center 50 112.8 98.9 4. S.W. 42 112.1 98.3 5. S.E. 40 112.5 98.7 Soil Description Brown and Gray Sand, 115.0 I I I I I Slightly Clayed I I I I I I In Place Moisture: W 9.1 Percent I E114.0 I I I 1 I I I I I I 1 Optimum Moisture: H I 10.4 Percent T I I I I I I Max. Dry Density: P 113.0 -- -----I-- 114.0 P.C.F. I C I I I I I I I I I I I @ Test Locations The F I 112.0 I 1 I I I 1 Density &Penetrometer Readings Indicate the I I I I I I I Degmbl �I P Son Meets R I I I I I I I t Y 111'o-I—..—.�._.._I..,...�..._..I.-...� I.�..�I..�..� nc?aPon 7 a 9 10 11 12 13 14 *PaINReITaken {p Natural Grade. Res){$Ctf ut Moisture - % of Dry Weight Faz t( tfiliViToiiSaint Lucie County Building Department Fax to: 772-878-0224 E-mail to: dotty@spanishlakes.com Ronald G. Keller, P.E.: 372931 SI Lic. No.: 860 RECEIVED JAN-222015 / Julie E. Keller, P.E.: 68366 l , JOSEPH E. SMITH, CLERK OF 7IJRCUIT COURT — SAINT LUCIE COUNTY FILE R 4018187 OR BOOK 3654 `2AGE 2094, Recorded 12/02/2014 at 11. AM RECOROTNG.RETURN TO' PERMTNUM9ER' '1L4 F.ni'ea Ninth )m nrrprJivainL. J NOTICE OF COMMENCEMENT The undersigned hereby given notice that improvement will be made to cmain real property, and in accordance with Chapter 713. Florida statutes the fallowing infe,,,s ion is provided in the Notice of commencement. I. DESCRIPTION OF PP nPER['Y (Legal description and eveci address) TAX FOLIO NUMBER; -1 3 0 6 —1 11 —On O 1 —n 0 0 IS) G E.E.DESCRIPT0NOFIMPROVEMENT:, single all that part lying northeast of 95 nce 2. 3. OWNER INFORMATION: ._Name b: Address 8000 5- US" Suite 402, PSL, FL 34952 c. interest in PmPeny d. Name and address of fee simple uricholder (if other, than owner) 4. CONTRACTORS NAME, ADDRESSAND PHONE NUMBER: Wynne D el rpt Cote lion 8000 S US1 Suite 402 PSL FL 34952 772—H70-5513 5. SURETY'S NAM£, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: 7_Persons witM1in Nc Su¢ of Florida tlesignamd by Own<r upon wham notices or strict doeumenu mny be served az proviticd by Section 713,13 (1)(a) 7.. Florida Statutes: wOORESSANDPHONENUNIDEa: Tom Lee Spanish Lakes Blvd. .1 1 Pierce, FL- 901- NnMe, 0590 B. a addition m himself or hersel(. Owner designates the fallowing Io recci.e a copy of the Licnor's Notice ns provided m Secuon 713. 13 (I)(b). Florida Samms: NAML,ADORFSSANDPHONENU ER: 9. Expiration dam of notice of comma ment (the capitation date is 1 year from the date of retarding unless a different dale is c spcci0cd) .20_ ©� M tth Lyle Wy' —P ident Print Name and Provide Signatory's Title/officeSignature of Owner or Owner's Authorized OfacrdDimd.r Pm- ner)Ma.ager Slate of Florida Cauntyof St N tie Ti,, foregoing instrumentwas acknowiedgea before me this 1__day of No V 6wi 6 M g Matthew Lyle Wynne — .as V(r6 )OR aih F?'T Y (Name of person) (Type of authority_, e.g. Owner, ff ter, amslee, auorncy m fact) FD,Wynne Building Cor POration a%r oduccd lne fallowing ryPe of lD._ Personally Known_ (Name of party on behalf of whom instrument was eaeculed) pr DOROTHY ANN BASKIN � Notary Public - Slae of Florida IJPa Z-}fy I`Yrrn) fV5G.1 My Comm: FWD. 0.12, 2016 (Printed Name of Notary Public) (Signature Not Public) r9r ljd„e Commission N IF 015226 Bondid NhlaWh Nalaml Nita" non Under penalties of perjury. I declare that I have read th ongoing and that the facts in it arc 7Tue o cT�K�B�as�^TRca/" belief (section 92.525. Florida Statutes) Signatures) of Owror Ow (a)' Authorized ORmerNDirecmrNPartncr/M... gas who signed above: Hy a.. nmmm,ta..ne.H STATE OF FLORIDA f ST. LUCIE COUNTY € THIS IS TO CERTIFY THAT THIS IS A TRUE AND CORRECT COY OF THE ORI A . SMITH k Date: 2 2014 WYNNC BUILDING CORPORATIOw 8000 South U.S. #1 Suite 402 Port St. Lucie, FL 34952 Spanish Lakes Communities Division Port Saint Lucie December 12, 2014 To: St. Lucie County Building Department Attn: Permitting and/or Plan Review Re: 13951 Amarilis Permit # 1412-0050 To Whom It May Concern: Miami Division Miami In regards to the above property, the mobile home that was located on the lot was moved off the property by the homeowner. If you have any questions I can be reached at (772) 878-5513. Thank you, Matthew Lyle Wynne - V.P. Telephones: Port Saint Lucie (772) 878-5513 Miami (305) 235-3175 Planning & Development Services guiding & Coda Regulation Division 230C Virginia Avenue Fort Pierce, FL 34982 Phone: (772)462-1553 Fax:(772)462-1578 THIS IS NOT A RECEIPT Permit Number: SLC- 1412-0050 Contacts: Contractor Property Owner Job Address: 13951 AMARILIS Payment Slip Online address: http:/Nwnv.stiucieco.orgiplaAning/permlting.htm Quick Links: Permit Status Lookup Online Building Inspection System Dally Inspector Schedule Matthew Wynne I Wynne Development Carp Wynne Building Corp Fee Description: Permit Date: 06 December, 2C14 BUILDING RESIDENTIAL (SFR UP TO 2 FLOORS) (772)878-5513 Fax (772) 878-0224 Fax NPermi685 N-Permit Fee - Residential & Commercial - New & Additions NBIMS651 N-BP RIMS NBPSur950 N-BP Surcharge - PermIG85 - Res & Comm - New & Additions NBPTru1009 N-BP Trust Surcharge - Permi685 - Res & Comm - New & Additions Amount Due: $1,773.41 $5.00 $26.60 $ 26.60 Total Unpaid Fees: $1,831,51 To check the status of your permit, day or night, use our on-line progam: http://www.stiucieco.org/planningiperrnitting.htm Copy and paste this in your internet browser and add it to your favorites. K-��-�AX-?-- �a`dlII 12/512014 11:13:21 AM c /$, e 0 C-A ,.1 A 11L lL MIN. SEiB R Q, FRONT SIDES CNR SIDES REAR ZNG. TECH. /D -2y-OY FORM ,405-10 PLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: WYNNE CARLTON 70 III, Builder Name: WYNNE ' _ Street: `�j�-�j\ PCv�4' C �`�S Permit Office: City, State, Zip: PORT ST. LUCIE , FL, 34983 Permit Number: Owner: Jurisdiction: Design Location: FL, Fart Pierce 1. New construction or existing New (From Plans) 9. Wall Types(1788.5 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Inl insul, Exterior R=5.0 1788.50 ft' b. N/A R= ft' 3. Number of units, if multiple family i c. N/A r R= ft. 4. Number of Bedrooms 3 d. N/A _ R= ft' 10. Ceiling Types (1720.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1720.00 ft 6. Conditioned floor area above grade (ft') 1720 b. N/A R= ft' c. N/A R= ft' Conditioned floor area below grade (ill 0 11. Ducts R ft' 7. Windowsill 18.6 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Attic 6 176 a. U-Factor: Sgl, U=1.30 118.50 ft' SHGC: SHGC=0.50 b. U-Factor: N/A ft' 12. Cooling systems kBtu/hr Efficiency a. Central Unit 41.5 SEER:15.00 SHGC: c. U-Factor: N/A tt' SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft. a. Electric Heat Pump 41.5 HSPF:8.70 SHGC: Area Weighted Average Overhang Depth: 0.624 ft. Area Weighted Average SHGC: 0.500 14. Hot water systems a. Electric Cap: 40 gallons 8. Floor Types (1720.1 sgft.) Insulation Area EF 0.900 a. Slab -On -Grade Edge Insulation R=0.0 1720.10 ft' b. Conservation features b. N/A R= ft. None c. N/A R= ft. 15. Cre its None Glass/Floor Area: 0.069 Total Proposed Modified Loads: 30.18 PASS' Total Standard Reference Loads• 39.33 I hereby certify that the plans and specifications covered by this calculation are in cpliance with a Florida Energy Code. PREPAR I hereby certify that this bultaln-g, as designed, with the Florida Eneral/Goda Rev' w of the plans and spyFicifications covered by this Xiculation indicates compliance h the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 653.908 Florida Statutes. BUILDING OFFICIAL: 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. FILE - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist COPY 7/30/2012 4:20 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 PROJECT Title: WYNNE CARLTON 70 III Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 1720 Lot # Owner: Total Stories: 1 Block/SubDivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: WYNNE Rotate Angle: 0 Street: Permit Office: Cross Ventilation: No County: St. Lucie Jurisdiction: Whole House Fan: No City, State, Zip: PORT ST. LUCIE , Family Type: Single-family FL , 34983 New/Existing: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Winter Summer Degree Days Design Daily Temp Moisture Range Design Location TMY Site Zone 97.5 % 2.5 % FL, Fort Pierce FL_ST_LUCIE_CO_INTL 2 39 90 70 75 722 62 Low BLOCKS Number Name Area Volume 1 Blockl - 1720 13760 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 Main 1720 13760 Yes 2 3 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 179 ft 0 1720.06 ft _- 0 0 1 ROOF J# Roof Gable Roof Color Solar Absor. SA Emitt Tested Emitt Deck Pitch Tested Insul. (deg) Type Materials Area Area 1 Gable or Shed Composition shingles 1813 ft' 286 ft' Medium 0.6 N 0.9 No 0 18.4 ATTIC / V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1720 ft' N N CEILING r # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 1720 f12 0.1 Wood 7/3012012 4:20 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Space _ 1 N Exterior Concrete Block - Int Insul Main 5 69 6 8 6 590.75 W 0, 0 0.8 0 2 N Exterior Concrete Block - Int Insul Main 5 2 6 8 0 20 ft' 0 0 0.8 0 _ 3 E Exterior Concrete Block - Int Insul Main 5 19 6 8 0 156 ft' 0 0 0.8 0 _ 4 S Exterior Concrete Block - Int Insul Main 5 56 1 8 0 448.6666 0 0 0.8 0 5 W Exterior Concrete Block - Int Insul Main 5 38 3 8 6 325.125 ft 0 0 0.8 0 6 S Exterior Concrete Block - Int Insul Main 5 31 0 8 0 248 ft' 0 0 0.8 0 DOORS # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E Wood Main None 0.6 3 0 7 0 21 W 2 - Wood Main None 0.39 3 0 7 0 16.25 ft' WINDOWS Orientation shown is the entered Proposed orientation. / Wall Overhang V # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 N 1 Metal Single (Tinted) Yes 1.3 0.5 24 ft' 0 ft 6 in 0 ft 0 in - None None 2 E 3 Metal Single (Tinted) Yes 1.3 0.5 20 ft' 1 ft 0 in 0 ft 6 in None None 3 S 4 Metal Single (Tinted) Yes 1.3 0.5 12 R' 1 ft 0 in 0 ft 6 in None None 4 W 5 Metal Single (Tinted) Yes 1.3 0.5 30 ft' 1 ft 0 in 0 ft 6 in None None 5 r W 5 Metal Single (Tinted) Yes 1.3 0.5 32.5 ft' 0 it 0 in 0 ft 0 in None None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 382.8 ft' 382.8 ft' 64 ft 8 ft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess 0.000500 2255.7 123.84 232.89 0.3650 9.8363 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF: 8.7 41.5 kBtu/hr 1 sy5#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flaw SHR Block Ducts 1 Central Unit None SEER: 15 41.5 kBtulhr cfm 0.8 1 sys#1 7130/2012 4:20 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.9 40 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cart # Company Name System Model # Collector Model # Area Volume FEF None None ft' DUCTS / — Supply — -- Return --- Air Percent HVAC # V # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage DN RLF Heat Cool 1 Attic 6 176 ft- Attic 130 ft' Default Leakage Attic (Default) (Default) % 1 1 TEMPERATURES Programabl[reX�Thermostat: N Ceiling Fans:Cooling Feb[X]] [Jan Marf Apr M:yrI Jun[[X May Jun Jul i Aug SIX Sep f( Oct Nov Nov Dec ([X�� Dec Vent ng [ J Jan Feb [X] Mar [ [x� [ (i [X� X� [ J Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 80 80 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 80 80 78 78 78 78 78 78 78 78 Heating (WD) AM 65 65 65 65 65 65 65 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 Heating (WEH) AM 65 65 65 65 65 65 65 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 7/30/2012 4:20 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 6 FORM405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: PERMIT #: PORT ST. LUCIE, FL, 34983 MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) ' CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC -rated as meeting ASTM E 283. Windows and doors = 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors & outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat & 403.1 At least one thermostat shall be provided for each separate heating and controls cooling system. Where forced -air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric) or shutoff (gas). Circulating system pipes insulated to = R-2 + accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower (HP) of = 1 & Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor -retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site -recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82% after 4/16113). Heat pump pool heaters minimum COP= 4.0. Cooling/heating 403.6 Sizing calculation performed & attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat >10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 7/30/2012 4:20 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 6 of 6 1. ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 77 The lower the EnergyPerformance Index, the more efficient the home. PORT ST. LUCIE, FL, 34963 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: Sgi, U=1.30 SHGC: SHGC=0.50 b. U-Factor: N/A SHGC: c. U-Factor: N/A SHGC: d. U-Factor. N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: B. Floor Types a. Slab -On -Grade Edge Insulation b. N/A c. N/A New (From Plans) 9. Wall Types Insulation Area Single-family a. Concrete Block - Int Insul, Exterior R=5.0 1788.50 ft' b. N/A R= R' 1 c. N/A R= R' 3 d. N/A R= ft' No 10. Ceiling Types Insulation Area a. Under Attic (Vented) R=30.0 1720.00 fN 1720 b. N/A R= ft' Area c. N/A R= ft' 118.50 ft' 11. Ducts R ft' a. Sup: Attic, Ret: Attic, AH: Attic 6 176 ft' 12. Cooling systems kBtu/hr Efficiency ft' a. Central Unit 41.5 SEER:15.00 i ft' 13. Healing systems kBtu/hr Efficiency a. Electric Heat Pump 41.5 HSPF:8.70 0.624 ft. 0.500 Insulation Area 14. Hot water systems R=0.0 1720.10 R z a. Electric Cap: 40 gallons )15. EF: 0.9 R= ft' R= ft' b. Conservation features None Credits None I certify that this home has complied with the Fjplida Ed gy Efficiency Code for Building Construction through the above energy savi ature which will be installed (or exceeded) in this home before final inspection. Oth I , an EPL Display Card will be completed based on installed Code compliant f r Builde`r-'Si nat ru e. N. Date: Address of New Home: ���S� �y. �q�� �Lj City/FL Zips �C, , twe a� , 3`-�551 'Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. "Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Pro ect Job. Summary -� wrightsoft' 1 • l Date: JULY 25, zo1z Entire House By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST, LUCIE, FL 34983 Phone: 772-878-2799 Fac 772-785-9144 Web: comfortcontrolofslc.com Prooect Information For: CARLTON 70 III BEDROOM, WYNNE BUILDING CORP. PORT ST. LUCIE, FL 34983 Notes: Design Information Weather: Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TO 28 OF Heating Summary Structure 17435 Btuh Ducts 4298 Btuh Central vent (37 cfm) 1143 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 22876 Btuh Infiltration Fort Pierce, FL, US Method Simplified Construction quality Average Fireplaces 0 Heatingg Cool' Area (ft' 1720 1720 Volume (L) 14858 14858 Air changes/hour 0.38 0.20 Equiv. AVF (cfm) 94 50 Heating Equipment Summary Make Carrier Trade COMFORT 15 PURON HP Model 25HCB536A30 AHRI ref no3032420 Efficiency Heating input Heating output, Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8.5 HSPF 36000 Btuh @ 470F 28 OF 1180 cfm 0.054 cfm/Btuh 0 in H2O Summer Design Conditions Outside db 90 OF Inside db 75 OF Design TD 15 OF Daily range Relative humidity L 50 % Moisture difference 61 gr/lb Sensible Cooling Equipment Load Sizing Structure 18569 Btuh Ducts 5276 Btuh Central vent (37 cfm) 612 Btuh Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Equipment sensible load 23235 Btuh Latent Cooling Equipment Load Sizing Structure 2469 Btuh Ducts 1535 Btuh Central vent (37 cfm) 1552 Btuh Equipment latent load 5556 Btuh Equipment total load 28790 Btuh Req. total capacity at 0.70 SHR 2.8 ton Cooling Equipment Summary Make Carrier Trade COMFORT 15 PURON HP Cond 25HCB536A30 Coil FX4DN(B,F)037 AHRI ref no3032420 Efficiency 12.7 EER, 15 SEER Sensible cooling '24780 Btuh Latent cooling 10620 Btuh Total cooling 35400 Btuh Actual air flow 1180 cfm Airflow factor 0.049 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.81 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wrl h1:SOrt' 2012-Aug-0220:38:19 9 Right-S0aG Universal 2012 12.0.04 RSU05864 Page 1 ACCA EAWrightsoft HVAclwynne Corp1WYNNE CARLTON 70 Ill.rup Celc = MJ8 Front Door faces: W Load Short Form Job: �- wrightsoTt' Date: JULY 25, zotz Entire House By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fm: 772-785-9144 Web: comfoncontmlofslc.com For: CARLTON 70111 BEDROOM, WYNNE BUILDING CORP. PORT ST. LUCIE, FL 34983 Design Information Htg Clg Infiltration Outside db (°F) 42 90 Method Simplified Inside db (°F) 70 75 Construction quality Average Design TD (°F) 28 15 Fireplaces 0 Daily range - L Inside humidity (%) 30 50 Moisture difference (gr/lb) 1 61 HEATING EQUIPMENT Make Carrier Trade COMFORT 15 PURON HP Model 25HCB536A30 AHRI ref no3032420 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8.5 HSPF 36000 Btuh @ 47°F 28 OF 1180 cfm 0.054 cfm/Btuh 0 in H2O COOLING EQUIPMENT Make Carrier ' Trade COMFORT 15 PURON HP Cond 25HCB536A30 Coil FX4DN(B,F)037 AHRI ref no3032420 Efficiency 12.7 EER, 15 SEER Sensible coaling 24780 Btuh Latent cooling 10620 Btuh Total cooling 35400 Btuh Actual air flow 1180 cfm Air flow factor 0.049 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.81 ROOM NAME Area (ft2) Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) Clg AVF (cfm) FOYER 102 1321 904 72 45 LAUNDRY 53 982 1942 53 96 KITCHEN 144 364 3185 20, 158 MS BATH 56 924 500 50 25 MS CLOSET 63 74 202 4 10 MS BDRM 305 5443 6287 296 311 HALL 23 27 72 1 4 BATH 45 503 294 27 15 BDRM 2 194 4604 3130 250 155 CLOSET 23 277 148 15 7 BDRM 3 189 1828 1439 99 71 coon c9A4 Ono O➢A LIVING RM JLO JJOV J/YI GJJ LV� Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. .- + WrlghtSOft' Right-Sufte® Universal 201212.0.04 RSU05864 /IM EAWrightsoft HVAC%Wynne Corp1WYNNE CARLTON 70 Ill.rup Cale = MJB Front Door faces: W 2012-Aug-02 20:38:19 Page 1 Entire House d 1720 21733 23845 1180' 1180 Other equip loads 1143 612 Equip. @ 0.95 RSM 23235 Latent cooling 5556 •inn n1o1c no7nn -IAon 44an VI/ I/GV GGVIV GVI JV ��VV ��uu Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. .� wri htsoft' 2012-Aug-02 20:age 2 � 9 Right -Suite® Universal 12.0.04 RSU05864 Page 2 /K'i K E:1Wrightsoft HVAC%Wynne Corp%WYNNE CARLTON 70 III.rup Calc-MJ8 Front Door faces: W wrightsoft• Right-JO Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax 772-765-9144 Web: comfortcontrolofslc.com Job: Date: JULY 25, 2012 By: PATRICIA ZIMMERMAN 1 2 Room name Exposed wall Entire House 179.0 ft FOYER 6.0 ft 3 Room height 8.6 ft d 8.0 ft hest/cool 4 Room dimensions 6.0 x 17.0 ft 5 Room area 1720.0 ft' 102.0 ft' Ty Construction U-value Or HTM Area (ft2) Load Area (ftl Load number (etuh/fh°F) (Btut ft or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heal Cool 6 11 V}J - W ���-1 12C-0sw 1Dc2om 13A-5ccs 12C-0sw 1A-rlob 11J0 12C-Osw 1Arlom 12C-Osw 1 Dc2ov 4A5-2cmd 12B-Obv 11D0 0.091 0.870 0.125 0.091 1.080 0.600 0.091 1.270 0.091 0.570 0.770 0.097 0.390 n n n a a a 5 s w w w - n 2.55 24.36 3.50 255 30.24 16.80 255 35.56 255 15.96 21,56 272 10.92 2.18 27.10 2.22 2.18 48.10 17.40 2.18 26.39 2.18 59.58 47.10 0.85 11.31 591 12 20 156 20 21 449 6 325 30 33 248 16 579 0 20 115 1 21 443 6 262 2 0 232 16 1474 292 70 293 605 353 1128 213 668 479 701 629 177 1264 325 44 251 962 365 967 158 573 1788 1531 198 184 0 0 0 48 0 21 0 0 0 0 0 124 0 0 0 1 0 27 0 21 0 0 0 0 0 124 0 0 0 0 69 0 353 _ 0 0 0 0 0 337 0 0 0 0 59 0 365 0 0 0 0 0 106 0 �J LC IW EtI--v P L--D C 16A30ml 0.032 - 0.90 2.32 1720 1720 1541 3990 102 102 91 237 F 22A-tpm 1.180 - 33.04 0.00 1720 179 5914 0 102 6 i 198 0 6 c) AED excursion 1092 -24 Envelope loss/gain 14539 13893 1 1048 743 12 a) Infiltration b) Room ventilation 2896 0 816 0 90 0 25 0 13 Internal gains: Occupants a 230 Appliances/other 2 460 3600 0 0 0 Subtotal (lines 6 to 13) 17435 18569 1138 769 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 25% 281% 0 0 0 17435 4298 0 0 0 18569 5276 16% 18% 0 0 0 113E 183 0 0 0 769 135 Total room load Air required (cfm) 21733 1180 23945 1180 1321 72 904 45 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -F wrightsoR' Right-Suhe® Universal 2012 12.0.04 RSU05864 2012 Aug 2 2 Page 1 0406A EAWrightsoft HVAC1Wynne Corp1WYNNE CARLTON 70 lll.mp Cale = MJ8 Front Door faces: W wrightsoft Right-J®Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST.. PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fas 772-785-9144 Web: Jab: Date: JULY 25, 2012 By: PATRICIA ZIMMERMAN 1 Room name LAUNDRY KITCHEN 2 Exposed wall 7.5 It 0 ft 3 Room height 8.0 ft heat/coot 8.0 ft heat/cool 4 Room dimensions 7.0 x 7.5 It 1.0 x 144.0 ft 5 Room area 52.5 ft2 144.0 W Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) two number (Btuh/ft2-°F) (Btuh/ftj or perimeter (ft) (Btuh) or perimeter (ft) (Bluh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 l5J 12C-Osw 0.091 n 2.55 2.18 0 0 0 0 0 0 0 0 U--G 1D-c2om 0.870 n 24.36 27.10 0 0 0 0 0 0 0 0 W 13A-5ocs 0.125 n 3.50 2.22 0 0 0 0 0 0 0 0 1�/ 12C-0sw 0.091 a 2.55 2.18 0 0 0 0 0 0 0 0 11 �G 1A41ob 1.080 a 30.24 48.10 0 0 0 0 0 0 0 0 L-D 11J0 0.600 a 16.80 17.40 0 0 0 0 0 0 0 0 W 12C-0sw 0.091 s 2.55 2.18 60 60 153 131 0 0 0 0 T-C IIA-Mom 1.270 5 35.56 26.39 0 0 0 0 0 0 0 0 12C-0sw 0.091 w 255 2-18 0 0 0 0 0 0 0 0 Ti 1D-c2cw 0.570 w 15.96 59,58 0 0 0 0 0 0 0 0 4AS2omd 0.770 w 21.56 47.10 0 0 0 0 0 0 0 0 P 12B-0bw 0.097 - Z72 0.85 56 40 108 34 68 68 185 58 L-D 11D0 0.390 n 10.92 11.31 16 16 177 184 0 0 0 0 C 18A-30m1 0.032 - 0.90 2.32 53 53 47 122 144 144 129 334 F 22A4pm 1.180 - 33.04 0.00 53 8 248 0 144 0 r 0 0 6 c)AEDexcursion -51 -84 Envelope loss/gain 1 733 4191 3141 308 12 a) Infiltration 1 113 32 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 1 Appliances/other 1200 2400 Subtotal (lines 6 to 13) 846 1651 314 2708 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 846 1651 314 2708 15 Duct loads 16% 16% 136 291 16% 18% 50 477 Total mom load 982 1942 364 3185 Air required (cfm) 53 96 20 158 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2012-Au9-02 20: wrigtt afRUA4 05664 Page 2 &E:\Wdghlsofl HVAC\Wynne CarplWYNNE CARLTON 70 Ill.rup Calc = MJe Front Door laces: W wrightsof ' Right-M Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax 772-785-9144 Web: comfoncontrolofslc.com Job: Date: JULY 25, 2012 By: PATRICIA ZIMMERMAN me MS BATH MS CLOSET wall 8.0 ft 0 ft ight TRmm 8.0 ft heat/cool 8.0 ft heat/ccol mensions 7.0 x 8.0 ft 7.0 x 9.0 ft ea 56.0 W 63.0 ft' Ty Construction U-value Or HTM Area (ft� Load Area (ftj Load number (Btuh/fti'F) (Btuh/ft2) or perimeter (ft) (Bluh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heal Cool Gross NIP/S Heat Cool 6 lR/ I--f3 12C-Osw 1D-c2om 0.091 0.870 n n 2.55 24.36 2.18 27.10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 13A-5ccs 0.125 n 3.50 Z22 0 0 0 0 0 0 0 0 12C-Osw 0.091 a 2.55 2.18 0 0 0 0 0 6 0 6 11 1A-r1ob 11J0 1.080 0.600 a a 30.24 16.80 48.10 17.40 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 l4/ 12GOsw 0.091 s 2.55 2.18 64 58 148 1-77 0 0 0 0 -G to-rlom 1.270 s 35.56 26.39 6 6 213 158 0 0 0 0 W 12C-Osw 0.091 w 2.55 2.18 0 0 0 0 0 0 0 0 0.570 w 15.96 59.58 0 0 0 0 0 0 0 0 Ej113c2ow 4A5-2omd 0.770 w 21.66 47.10 0 0 0 0 0 0 0 0 P 12B-Obw 0.097 - 2.72 0.85 0 0 0 0 0 0 0 0 L-D 11D0 0.390 n 10.92 11.31 0 0 0 0 0 0 0 0 C 16A-30ml 0.032 - 0.90 2.32 56 56 50 130 63 63 56 146 F 22A-tpm 1.180 - 33.04 0.00 56 8 264 0 63 , 0 0 0 6 c) AED excursion -13 -4 Envelope loss/gain 676 401 56 142 12 a) Infiltration b) Room ventilation 120 0 34 0 0 0 0 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 796 435 56 142 Less external load 0 0 0 0 14 15 Less transfer Redistribution Subtotal Duct loads 1 16% 15% 0 0 796 128 0 0 435 65 32% 42% 0 0 56 18 0 0 142 60 Total room load 924 500 74 202 Air required (cfm) 50 25 4 10 Calculations approved by ACCA to meet all requirements of Manual J Sth Ed. ' -Fp- wft rights ' Right -Suite® Universal 2012 12.0.04 RSU0SS64 2012-Aug-02 2 Page 3 AC�A EAWrighlsoft HVAC\Wynne Corp%WYNNE CARLTON 70111.rup Calc = MJ8 Front Door faces: W wrightsoftRight-J®Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST.. PORT ST. LUCIE. FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfoncontrolofslc.com Job: Date: JULY 25, 2012 By: PATRICIA ZIMMERMAN 1 Room name MS BDRM HALL 2 3 4 Exposed wall Room height Room dimensions 49.0 ft 8.5 ft heaVcool 1.0 x 304.5 ft 0 ft 8.0 It hwticool 4.5 x 5.0 It 5 Room area 304.5 fP 22.5 ft- Ty Construction number U-value (Btuh/ft' *F) Or HTM (Btuh/ft-) Area (ftl or perimeter (ft) Load (Btuh) Area (ft� or perimeter (ft) Load (Btuh) Heat Cool Gross N/P/S Heat Ccol Gross N/P/S Heal Cool 6 11 1/rJ �C 12C-0sw 1Dc2om 13A-5ocs 12C-0sw 1A-r1ob 11.10 12C-0sw 1A-rtom 12C-0sw 1 Dc2ov 4A5-2omd 12B-0bv 11DO 0.091 0.870 0.125 0.091 1.080 0.600 0.091 1.270 0.091 0.570 0.770 0.097 0.390 n n n a a a s S w w w - n 2.55 24.36 3.50 2.55 30.24 16.80 2.55 35.56 255 15.96 21.66 2.72 %92 2.18 27.10 2.22 2.18 48.10 17.40 2.18 26.39 2.18 59.58 47.10 0.85 11.31 81 0 0 0 0 0 217 0 119 30 0 0 0 81 0 0 0 0 0 217 0 89 2 0 0 0 206 0 0 0 0 0 552 0 227 479 0 0 0 176 0 0 0 0 0 473 0 194 1788 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ' 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W --3 T___D t--C l{71 IL�C R t-D C F 1BA-30mi 22A4pm 0.032 1.180 - - 0A0 33.04 2.32 0.00 305 305 305 49 273 1619 706 0 23 23 23 0 , 20 0 52 0 6 c) AED excursion 85.5 1 -2 Envelope loss/gain 3355 4193 20 51 12 a) Infiltration b) Room ventilation 783 0 221 0 0 0 0 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 4138 4414 20 51 14 15 Less external load Less transfer Redistribution Subtotal Duct toads 32% 42°/a 0 0 0 4138 1305 0 0 0 4414 1874 32% 1 429/6 0 0 0 20 8 0 0 0 51 21 Total room load Air required (cfm) 6443 296 6287 311 27 1 72 4 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrri9titsoft' 2012-Aug-0220:38:19 Right -Suite® Universal 2012 12.0.04 RSUD5864 Page 4 ACCA EAWrightsoft HVAC%Wynne Corp1WYNNE CARLTON 70 Ill.mp Calc = MJ8 Front Door faces: W i 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: comfodcomrolofslc.com Job: Date: JULY 25, 2012 By: PATRICIA ZIMMERMAN me BATH BDRM 2 wall ight TRwmdimensions 5.0 it 8.0 It heat cool 40.5 it 8.0 ft heat/cool 9.0 x 5.0 ft 1.0 x 193.5 ft ea 45.0 112 193.5 W Ty Construction number U-value (BtulJft;`F) Or HTM (Btuh/ft-) Area (112) or perimeter (ft) Load (Btuh) Area (ft2j or perimeter (ft) Load (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S - Heat Cool 6 lhV - 12C-0sw 1Dc2om 0.091 0.870 n n 255 24.36 2.18 27.10 40 0 40 0 102 0 87 0 108 0 108 0 Z75 0 236 0 W fit✓ �--D 13A-5ocs 12C-0sw to-rlob 11J0 12C-0sw 1A41om 12C-0sw 1 Dc2w✓ 4A5-2omd 12B-0bw 0.125 0.091 1.080 0.600 0.091 1.270 0.091 0.670 0.770 0.097 n a a a s s w w w - 3.50 255 30.24 16.80 2.55 35.56 255 15.96 21.56 2.72 2.22 2.18 48.10 17.40 2.18 26.39 2.18 59.58 47.10 0.85 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 108 20 0 108 0 0 0 0 0 0 88 1 0 108 0 0 0 0 0 0 224 605 0 Z75 0 0 0 0 0 0 192 962 0 236 0 0 0 0 0 VIJ --G W q 1-0 11DO 0.390 n 10.92 11.31 0 0 0 0 0 0 0 0 C 16AJ0ml 0.032 - 0.90 2.32 45 45 40 104 194 194 173 449 F 22A-tpm 1.160 - 33.04 0.00 45 5 165 0 194 41 r 1338 0 6 c)AED excursion -6 -49 Envelope loss/gain 307 185 2891 2025 12 a) Infiltration b) Room ventilation 75 0 21 0 r 609 0 172 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 383 207 3500 2197 14 15 Less external load Less transfer Redistribution Subtotal - Duct loads 32% 42% 0 0 0 383 121 0 0 0 207 88 32% 420/6 0 0 0 3500 1104 0 0 0 2197 933 Total room load Air required (cfm) 503 27 294 15 4604 250 3130 155 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrighSsoft' 2012-Aug-02 20:38:19 Right -Sure® Universal 2012 12.0.04 RSU05864 Page 5 ACZ!A EAWdghtsoft HVAC1Wynne Corp1WYNNE CARLTON 70 Ill.rup Cato = MJ8 Front Door faces: W +� wrightsoft' Right-M Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST.. PORT ST. LUCIE. FL 34983 Phone: 772-878-2799 Fa�c 772-785-9144 Web: comfoncomrolofslc.com Job: Date: JULY 25, 2012 By: PATRICIA ZIMMERMAN 1[Rme CLOSET BDRM 3 2wall Z5 ft 14.0 ft 3ght 8.0 ft heaticool 8.0 ft heat/cool 4ensins 9.0 x 2.5 ft 13.5 x 14.0 ft5a 22.5 ft' 189.0 ft' Ty Construction U-value Or HTM Area M5 Load Area (ft') Load number (Btuh/ft'-`F) (etuh/111 or perimeter (ft) (Btuh) or perimeter ((t) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 lqJ 12C-Osw 0.091 n 2.55 2.18 0 0 0 0 112 100 255 218 - 1Dc2om 0.870 n 24.36 27.10 0 0 0 0 12 0 292 325 W 13A-5ocs 0.125 n 3.50 2.22 20 20 70 44 0 0 0 0 V� 12C-Osw 0.091 a 2.55 2.18 0 0 0 0 0 0 0 0 11 F--G 1A-r1ob 1.080 a 30.24 48.10 0 0 0 0 0 0 0 0 �D 11J0 0.600 a 16.80 17.40 0 0 0 0 0 0 0 0 VrJ 12C-Osw 0.091 s 2.55 Z 18 0 0 0 0 0 0 0 0 t-C 1A41om 1.270 s 35.56 26.39 0 0 0 0 0 0 0 0 l2/ 12C-Osw 0.091 w 2.55 2.18 0 0 0 0 0 0 0 0 1Dc2ow 0.570 w 15.96 59.58 0 0 0 0 0 0 0 0 4A5-2omd 0.770 w 21.56 47.10 0 0 0 0 0 0 0 0 R 12B-Obw 0.097 - 2.72 0.85 0 0 0 0 0 0 0 0 �D 11DO 0.390 n 10.92 11.31 0 0 0 0 0 0 0 0 C 16A-30ml 0.032 - 0.90 2.32 23 23 20 52 189 189 169 438 F 22A-tpm 1.180 - 33.04 0.00 23 3 83 0 189 14 i 463 0 r 6 c) AED excursion -3 -31 Envelope loss/gain 173 93 1179 951 12 a) Infiltration 38 11 211 59 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants Q 230 0 0 0 0 Appliances/other 0 I 1 0 Subtotal (lines 6 to 13) 210 104 1390 - 1010 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 210 104 1390 1010 15 Duct loads 329% 42°/a 66 44 32% 429% 438 429 Total room load 277 148 1828 1439 Air required (cfm) 15 7 99 71 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri ht aft' 2012-Aug-02 20:38:19 9 Right -Suite® Universal T012 12.0.04 RSU058fi4 r Page 6 ACCK E:1Wrightsoft HVAC%Wynne COrp1WYNNE CARLTON 70 Ill.mp Calc = MJ8 Front Doorfaces: W 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: comfortcomrolofslc.com Job: Date: JULY 25, 2012 By: PATRICIA ZIMMERMAN me LIVING RM wall 46.5 ft ght TR� 9.8 ft hmt/cod ensions 1.0 x 525.5 ft a 525.5 W Ty Construction U-value Or HTM Area (ft� two Area Load number (Btuh1ft? °F) (Btuh1ft5 or perimeter (ft) (Btuh) or pedmeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 T 12C-0sw 0.091 n 2.55 2.18 250 250 637 546 I--G 113c2om 0.870 n 24.36 27.10 0 0 0 0 W 13A-5ccs 0.125 n 3.50 2.22 0 0 0 b 12C-Osw 0.091 a 2.55 218 0 0 0 0 1A-r1ob LOBO a 30.24 48.10 0 0 0 0 11.10 0.600 a 16.80 17.40 0 0 0 0 1Q1 12C41sw 0.091 s 2.55 2.16 0 0 0 0 L-C 1A-r1om 1.270 5 35.56 26.39 0 0 0 0 W 12C-Osw 1Dc2cw 0.091 0.570 w w 2.55 15.96 2.18 59.58 206 0 173 0 442 0 378 0 , IAS2omd 0,770 w 21.56 47.10 33 0 701 1531 q 12B-Obw 0.097 - 2.72 0.85 0 0 0 0 �D 1100 0.390 n 10.92 11.31 0 0 0 0 C 16A-30ml 0.032 - 0.90 2.32 526 526 471 1219 F 22A-tpm 1.180 - 33.04 0.00 526 47 1536 0 , 6 c) AED excursion 506 Envelope loss/gain 3786 4180 12 a) Infiltration 857 242 b) Roam ventilation 0 0 13 Internal gains: Occupants 230 2 460 Appliances/other 0 Subtotal (lines 6 to 13) 4643 4882 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 4843 4882 15 Duct loads 16% 18% 745 859 Total room load 5388 5741 Air required (cm) 293 284 Calculations approved by ACCA to meet all requirements of Manual J Sth Ed. wri9F�tsoflb' 2012-Aug-02 20:38:19 Right -Suite® Universal 2012 12.0.04 RSU05864 page 7 AbA EAWrightsofl HVAC%Wynne Corp1WYNNE CARLTON 70 Ill.rup Calc = MJ8 Front Door faces: W �® Lumber design values are in accordance with A 11 section 6.3 These truss designs rely on lumber values established by others. . MiTek \�°Cys RE: M11356 - 70' Carlton Royale MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Wynne Building Corp. Project Name: 70' Carlton Royale Model: Tampa, FL 33610-4115 Lot/Block: Subdivision: Address: unknown City: St. Lucie County 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 HeighIl Wind Speed: 165 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 26 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. I Seal# Truss Name Date No. Sea]# Truss Name Date 11 T6371626 Al 6/18/014 18 T6371643 JA 6/18/014 12 I T6371627 I A2 1 6/18/014 119 I T6371644 I JB 1 6/18/0141 13 I T6371628 I A3 1 6/18/014 120 T6371645 I JC 16/18/0141 14 I T6371629 I A4 6/18/014121 T6371646 I KJ5 1 6/18/014 1 15 I T6371630 I A5 1 6/18/014 122 I T6371647 I KJ7 1 6/18/014 1 I6 T6371631 I A7 1 6/18/014 123 I T6371648 I KJA 1 6/18/014 17 IT6371632 IA 16/181014124 IT6371649 IKJB 16/18/0141 18 I T6371633 ATA 1 6/18/014 125 I T6371650 I MV2 16/18/0141 19 IT 637 I B 1 6/18/014 126 I T6371651 I MV4 16/18/0141 110 IT6371635 BH11 16/18/0141 , 111 I T6371636 I GRA 16/18/0141 12 TI6571637 I GRB 16/18/0141 113 I T6371638 I GRC 16/18/0141 114 I T6371639 I J 1 1 6118/0141 115 I T6371640 I J3 6/18/014 116 IT6371641 IJ5 16/18/0141 117 I T6371642 I J7 16/18/0141 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. TrussDesignEngineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2015. 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, Chapter2. r 1t * f 68182irc *� 9 STATE OF 4/- 00. S. ( 0 R IV /ONA`�` I r1��,, FL Cert. 6634 June 18,2014 Velez, Joaquin 1 of 1 Job Truss Fuss ype ty Ply 70'Carlton Royale T6371626 tdI1356 Al SPECIAL 1 1 Jab RefeReferenceo tional Chambers Truss lnc.. Fort Pierce FI. 34982 7.350 a Sep 272012 MiTek Industries, Inc. wetl Jun 1606:59:452014 Vega ID: kfGCA6bx7j2Sy1HDXFw7ye3KX-FDOe968rK_AhLSHiPwPTTgsNVnuNuuhcvPPgiz56oy 7-10-13 11-0-0 17-1140 24-0-0 26-6-1 35-0-06-0�0 1-0 7-10-13 3-7-3 6-11-10 6-0.6 2-0-1 4.00 12 5,10 % 4 19 3x6 = 46 5 20 6 Scale = 1:62.9 am" 12 11 4x6 = 3x4 = 5x8 = 3x12 = 2.00 12 Plate Offsets (X Y): 12:0-2-2 Edgel [4:0-5-0 0-2-01 18:0-1-15,Edgel LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deb L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.67 VerdLL) 0.76 10-11 >556 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.91 Vert(TL) -1.64 10-11 >256 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.81 Horz(TL) 0.44 8 n/a rda BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight: 151 lb FT=0% LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS (Ib/size) 2=117910-8-0 (min. 0-1-10), 8=1149/0-8-0 (min.0-1-9) Max Horz2=-130(LC 6) Max Upliffi=-833(LC 8), 8=-817(LC 8) Max Grav2=1366(LC 2), 8=1332(LC 2) BRACING TOP CHORD Structural wood sheathing directly applied or 25-8 oc pur ins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. FORCES (Ib)- Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2996/1776, 3-0=-2710/1610, 4-19=-2769/1668.5-19=-2769/1668, 5-20=-4855/2743, 6-20=4855/2743, 6-7=5131/2864, 7-8=-5560/3185 BOT CHORD 2-12=-1559/2866, 11-12=-131612553, 10-11=-2073/3763, 8-10=-2932/5293 WEBS 3-12=-328/313, 4-12=137/325, 4-11=-196/452, 5-11=1223/803, 5-10=-488/1231, 6-10=737/1419, 7-10=-446/412 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult--165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=70ft; L=35ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (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) The solid section of the plate is required to be placed over the splice line at joint(s)11. 6) Plate(s) at joint(s)11 checked for a plus or minus 3 degree rotation about its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 8) • This truss has been designed for a live load. of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 833lb uplift at joint 2 and 817111 uplift at joint 8. 11) "Semi -rigid pitchbreaks including heels" Member end fucity, model was used in the analysis and design of this truss. LOAD CASE(S) Standard PQUI N IIVF�-'e., N 68182 O: T //1111111� FL Cert. 6634 June 18,2014 AWAmm- verify doi, pmmndm msarRBADROlm ON7S7SAAm QJCLm1SD M17F'rRBPBRFlrCBPAQis= 74?3 BBPORB FISH Design valid for use onlywith Mitek connectors. This design is based only upon parameters shown and is for an indvidual building component. Applicability of design parameters and proper incorporation of component u responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional lemporary bracing to insure stability during construction is the responsibility of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control. storage, delivery. erection and bracing, corsult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Palle East Blvd. felt' gown`via;;b�ater is specified, PlateInstitute, iiN.,Laete $�Ire� uii�2. Aie¢�grena�,V,AO1i� Ishymsc Tampa, FL 336104115 Job Truss Qty Ply 70'Cadmn Royale T6371627 W11356 A2 SPECIAL 1 1 Job Reference (options) Chamfers Truss Inc., Fort Pierce FI. 34982 2012 2014 4x4 4.00 12 3x4 = 5 4x4 3x8 6 7 Scale = 1:62.9 14 3x6 — 2x3 II 6c12 — 2.00 12 3x12 Zr4 - LOADING(psf) SPACING 2-M CSI DEFL in (lac) Udell L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.64 Ven(LL) 0.70 11 >600 360 MT20 2441190 TCDL 7.0 Lumber Increase 1.25 BC 0.95 Vert(TL)-1.2011-20 >349 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.71 Hoa(TL) 0.42 9 n/a Na BCDL 10.0 Code FBC2010rTP12007 (Matrix-M) Weight 160 lb FT=O% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-6-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 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 (lb/size) 2=117610-M (min. 0-1-10), 9=1152/0-8-0 (min. 0-1-9) Max Hoa2=152(LC 7) Max Upliffi=-833(LC 8), 9=-816(LC 8) Max Grav2=1363(LC 2). 9=1335(LC 2) FORCES (Ib) - Max. CompJMax. Ten. -AII forces 250 (lb) or less except when shown. TOP CHORD 2-3=3090/1765, 34=-2490/1487, 4-5=-2389/1485, 5-6=-3499/2033, 6-7=-3643/2094, 7-8=-5100/2847,8-9=-5570/3196 BOT CHORD 2-14=-1552/2870, 13-14=-1552/2870, 12-13=-1572/3007, 11-12=-2513/4867, 9-11=2944/5301 WEBS 3-13=-042/415,4-13=-258/532, 5-12=-2551695, 6-12==197/954, 7-12=-2008/1109, 7-11=-977/1858,8-11=4871439, 5-13=-885/510 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=1211; B=70ft; L=35ft; eave=6ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument 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-M wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 9 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8331b uplift at joint 2 and 816111 uplift at joint 9. 9) "Semi -rigid pltchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard f IV ���� C_UI N i� • ��(c FL Cert. 6634 June 18,2014 AWARNING -Vmfi]ydegnpoam ancIRRSDNiONTWSABmfl? LMCVaOTfIICRSPRRRNCRPAGISM-747aBEFORE fRR2 Design valid for use only with Mifek connectors. This design is based only upon parameters shown. and is for an individual building component. ��• Applicability of design parameters and proper Incorporation of component is responsibility of building designer- not truss designer. Bracing shown ,s for lateral support of individual web members only. Additional temporary bracing to inure stability during corctruction Is the respomibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding MiTek' fabrication, quality control. storage. delivery. erection and bracing. corseli ANSI/7111 Quality Cdlodo. DSB.89 and BCSl Building Component 6904 Parke East Blvd. So= llorma8on available from Less Plate Institute, 781 N. Lee street, Suite 312, Alexandra, VA 22314. IfSoutbexn Pine (SP) lumber is speed. the d®t2r values aredurue rSiectine 06/0V2013 bVALSC Tampa. FL 33610.4115 Job fuss fuss ype ly ly 70' Carlton Royale 16371628 Ml 1356 A3 SPECIAL 1 1 Job Reference o tional Chambers Truss Inc.. Fort Pierce Fl. M982 4.00 r12 4x5 % 4.4 C 7.350 8-2-6 Scale: 3/16'=1' t5 2x3 11 5x6 3x12 = 3x6 % 2.00 F12 LOADING(psf) SPACING 2-M CSI DEFL in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.65 Vert(LL) 0.71 12 >589 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.95 Vert(TL) -1.22 12-21 >343 240 MT18HS 2441190 BCLL 0.0 ' Rep Stress [nor YES WB 0.73 Horz(TL) 0.43 10 Na n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) - Weight: 1601b FT=O% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied.or 2-5-13 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-13 OTHERS 2x4 SP No.3 Mi fek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1176/0-8-0 (min. 0-1-10). 10=1152/0-" (min. 0-1-9) Max Hom2=-174(LC 6) Max Uplift2=-833(LC 8), 10=-817(LC 8) Max Grav2=1363(LC 2), 10=1335(LC 2) FORCES (lb)- Max. Comp./Max. Ten. -AII forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3095/1768, 3-4=-2984/1777, 4-5=-2447/1463, 5-6=-2736/1662, 6-7=-2881/1703, 7-8=-5115/2867,8-9=-5472/3194, 9-10=5567/3178 BOT CHORD 2-15=-1564/2876, 14-15=-1564/2876, 13-14=-114412291, 12-13=-2537/4893, 10-12=-2942/5297 WEBS 4-14=720/487, 5-13=-287/704, 6-13=-322/655, 7-13=2513/1389, 7-12=968/1905, 8-12=-464/413 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=70ft; L=35ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 7) Bearing at joint(s)10 considers parallel to grain value using ANSV--PI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 833111 uplift at joint 2 and 817 lb uplift at joint 10. 9) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard `�p� N 68182 * • PQ FL Cert. 6634 June 18,2014 A WARNING.V datgnpmmnders mrdR .Ill ON]NISAYMI LFmIIDffi RSPSRENCSPAOBMU-7473 BBFORS US& Design varid for use only with Mmek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component Is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the designFor MiTek' erector. Additional permanent bracing of the overall structure the responsibility er. of the building general guidance regarding fabrication, quality control. storage, delivery, erection and bracing. consult ANSIpPII Quality Cdfedu, DS8.89 and BCSI Building Component S.rotreea6eShospeeffi312, �n�tlnoS'22314. 1 1ety5pstl>ran Dccia(Spj available 6904 Page East Blvd. Tampa, FL 33610-0115 ndsiriis sp cifiPlate�tiRlurete �N.,l-eAe 13by AIISC Job Truss was lype Qty Ply 70'Cadton Royale T63]162B Pit 1356 A4 SPECIAL 1 1 Job Reference (optional) Chambers Truss Inc.. Fort Pierce F1. M96Z 7a5u s sep 27[mz Mu as nualames. Inc. Wen Jun la ua:0y:4N 2U14 rages ID_k6GCA6bx7j2Sy1 HDXFw7ye3KK-fo3mndBjdvYGCvOS43yA51Uut__w9sEF7lte4R1 z560v 1-0 7-e-0 13-7-8 17-0.0 8-0 23-71-12 26-9-10 35-0-0 6-0- -0-0 7-8-0 &114) 3-0-8 -0-0 511-12 2-9-14 8.2-6 -0-0 Scale: 3116'=1' 4.00 12 4x5 % 4x5 C 6 7 21� 17 16 3x4 2x3 I 5x12 = 4x6 c 3x12 3x6 % 2.00 12 7-8-0 13-741 17-0-0 23-11-12 35-0-0 7-8-0 51143 3-0-8 .010-0-0 51112 1144 Plate Offsets (X Y): 12:0-3-14 0-1-81 19:0-3-0 Edoel 111:0-1-15 Edgel LOADING(psf) SPACING 2-M CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.66 Vert(LL) 0.78 13-14 >537 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.94 Vert(TL) -1.30 13-23 >323 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.83 Horz(TL) 0.47 11 n/a Na BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight 1681b FT=O% LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-5-9 oc puffins. BOT CHORD Rigid ceiling directly applied or 2-2-0 cc bracing. WEBS 1 Row at midpt 8-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1176/0-8-0 (min. 0-1-10), 11=1152/0-8-0 (min. 0-1-9) Max Hom2=-195(LC 6) Max Upli02=-833(LC 8), 11=816(LC 8) Max Grav2=1363(LC 2). 11=1335(LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3099/1767, 3A=-2478/1474, 4-5=-2426/1487, 5-6=-2340/1441, 6-7=-2205/1401, 7-8=-2366/1422,8-9=-5114/2905.9-10=5161/2897, 10-11=-5561/3182 BOT CHORD 2-17=-1555/2879, 16-17=-1555/2879, 15-16=-1191/2345, 14-15=-1030/2180, 13-14=-2587/4955, 11-13=-2932/5291 WEBS 3-17=0/258,3-16=-661/419,5-15=-306/191,6-15=-381/579, 7-14=-266/587, 8-14=2992/1677, 8-13=964/1941, 10-13=398/354 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; S=70ft; L=35ft; eave=6ft; Cat. II; Exp C; Encl.. GCpi=0.18; MWFRS (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 ps( 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-M wide will fit between the bottom chord and any other members. 7) Bearing at joint(s)11 considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 833lb uplift at joint 2 and 816 lb uplift at joint 11. 9)'Semi-rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard FL Cert. 6634 June 18,2014 0WARM] .Vej&d gaparmnd.and READNO] ON7WShcm MMEMEDA97WCRSPP-RPliCSPA6 mu-74m SBPORSOSS. Design valid for use only with MBek connectors. This design is based only upon parameters shown. and a for an individual building component. ��• Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsiblllity of the MiTek' erector. Additional permanent bracing of the overall structure a the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage,delivery, erection and bracing. consult ANSI/TPl1 Qualy Criteria.DSB-89 and BCSI Building Component 69M Parke East Blvd. Safety Information available from Truss Plate Institute. 781 N. Lee Street. Suite 312 Alexandra, VA 22314. It Southern pine ISp) lumber is spelled, the design values state Illiterate, el/ecdue 05110MOn DAIS! Tampa, FL 336104 115 Job Truss Truss Type ty Ply ]0' Carlton Royale T6371630 LA11366 A5 SPECIAL 9 1 Job Refereue o tional 7.350 a Sep 272012 Meek 2014 Chambers Truss Inc., Fart Pierce FI. 34E82 4.00 F12 Scale = 1:61.8 14 13 3x6 2x3 11 5x12 = 3x12 = 200 12 7-8-0i 13-]-8 23-11.12 35-0-0 7A-0 5114, 10.44 11-0d. Plate Offsets MY): 12:0-3-140-1-81 18:0-3-0Edael 110:0-1-15 Edgel LOADING(psf) SPACING 2-M CSI DEFL in (loc) /dell Ud PLATES GRIP TCLL 20.0 Plates Increase 1:25 TC 0.86 Vert(LL) 0.78 12 >538 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 Be 0.91 Ven(TL) -1.73 12-13 >243 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.48 Horz(TL) 0.44 10 Na n/a BCDL 10.0 Code FBC20101TPI2007 (Matrix-M) Weight: 158 lb FT=0 LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3'Exmpt' 6-12: 2x4 SP M 30 BRACING TOPCHORD BOTCHORD WEBS REACTIONS (lb/size) 2=1213/0-8-0 (min. 0-1-10), 10=118810-8-0 (min. 0-1-9) Max Horz 2=-200(LC 6) Max Uplift2=-833(LC 8), 10=816(LC 8) Max Grav2=1364(LC 2). 10=1334(LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3085/1767, 3-4=-2498/1471, 45=2446/1485, 5-6=-2472/1570, 6-7=-5221/3016, 7-8=-5137/2906,8-9=-5179/2903,9-10=-5574/3178 BOT CHORD 2-14=-1554/2866, 13-14=-1554/2866, 13-21=-1035/2117, 21-22=-1031/2125, 12-22=-1030/2141, 10-12=-2927/5307 WEBS 3-13=-623/421, 5-13=277/258, 6-13=-260/537, 6-12=1820/3328, 7-12=-287/292, 9-12=-384/347 Structural wood sheathing directly applied. Rigid gelling directly applied or 2-2-0 oc bracing 1 Row at midpt 6-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=121p B=70f; L=35ft; eave=6ft; Cat. 11; Exp C; Encl., GCpl=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) AII plates are MT20 plates unless otherwise indicated. 4) This Coss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members, with BCDL=10.Opsf. 6) Bearing atjoint(s)10 Considers parallel to grain value using ANSI/TPI 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 833lb uplift atjoint 2 and 816lb uplift at joint 10. 8) "Semi -rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard ♦♦%♦♦P(117I N `�♦` ENB�.F�''. 68182 i FL Cert. 6634 June 18,2014 Q WARNING-Verq(y deign parmnRen mid RBAD NOTISS ONBUS AND nICLUDED A029fREFE E2IfCB PAGE DID-7473 BEFORE USE. Design valid for use only with MOek connectors. This design Is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporolion of component is responsibility of building designer- not truss designer. Bracing shown ,s for lateral support of individual web members only. Additional lempomry bracing to Insure stability during construction k the responsibilldy of the building designer. for 1L� erector. Additional permanent bracing of the overall structure is the respomf ility of the general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI I Qualify Ctlferia.DSB-89 and SCSI Building Component IVI(18k, 6904 Parke East Blvd. Safety Information available from Truss Plale Institute, 781 N. Lee Streel, Suite 312 Alexandria. VA M314. IfSouthem Pine(SPI lumber isspecified, thedesign valuesarethoseeffectim06/OI/7D73bSC 7RI Tampa. FL 33610-4115 Job Truss I russ I ype Qty Ply 70' Ca lton Royale T6371631 M11356 A7 HIP 1 1 Job Reference (optional Chambers Truss Inc., Fart Pierce R. 34982 7.350 s Sep 272012 MiTek Industries. Inc. Wed Jun 18 08:69:50 20M Page ID_kfiGCA6bx7j2Sy1HDXFw7ye3KX-cABXCJC_8Wo_RD9rCU_eAJZG1ogJKCNQIB7AVvz56Dt f1-0� ]-0-0 14-1 2041-7 28-0-0 F 35-0-0 p-0-0 1-0-0 7-0-0 7.0.9 6-10-13 7009 7-0-0 1-0-0 4.00 12 4x5 i 314 = 4x6 = 3x8 = 4x5 Seale = 1:61.8 15 14 13 12 11 10 4x5 = 3x4 = 5.6 WB= 3.4 = 2x3 II 54 WB= 3x4 = 4x5 = 14-0.9 20-11-7 28-0-0 350-0 7-0-0 7-0-9 6-10-13 7059 7-0-0 Plate Offsets_(X Y): [5:0-3-0 Edgel LOADING(psf) SPACING 2-0-0 CSI DEFL In (loc) li L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TIC 0.49 Vert(LL) 0.64 12-13 >660 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.70 Vert(TL) -1.06 12-13 >395 240 BCLL 0.0 Rep Suess Incr YES WB 0.54 Horz(TL) 0.21 8 Na Na BCDL 10.0 Code FBC2010/fP12007 (Matill Weight: 154 lb FT=O% LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING TOPCHORD BOTCHORD WEBS REACTIONS (lb/size) 2=1164/0-M (min. 0-1-9), 8=1164/0-M (min. 0-1-9) Max Hoe 2=-87(LC 6) Max Uplift2=-825(LC 8), 8=-825(LC 8) Max Gra i 349(LC 2), 8=1349(LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3095/1749, 3-22=-2916/1719, 22-23=-2916/1719, 4-23=-2916/1719, 45=-4470/2628, 5-6=-4470/2628,6-24=-2916/1719,24-25=-2916/1719, 7-25=-2916/1719, 7-8=-3095/1749 BOT CHORD 2-15=-1541/2877, 14-15=-2466/4470, 13-14=-2466/4470, 12-13=-2467/4470, 11-12=-2467/4470,10-11=-2467/4470.8-10=-154112877 WEBS 3-15=-265/670,4-15=-1739/961,4-13=0/279,6-12=0/279,6-10=-1739/962, 7-10=-265/670 Structural wood sheathing directly applied or 3-2-7 oc puffins Rigid ceiling directly applied or 4-8-3 oc bracing. 1 Row at mldpt 4-15, 6-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=70ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) The solid section of the plate is required to be placed over the splice line at joint(s)14, 11. 5) Plate(s) at joint(s)14 and 11 checked for a plus or minus 3 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 825lb uplift at joint 2 and 825lb uplift at joint 8. 9) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard FL Cert. 6634 June 18,2014 AWARNING -V.,*deignparmnetesandMLDN07MONMSAM1N Wlsf)=D RBPBRBNCRPAQBAU7473BEFORE USE. Design valid for use only with Mdek connectors. This design is based only upon parameters shown.and'¢ for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral supped of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibillity of the Additional bracing the the building designer. For MiTek' erector. permanent of overall stmdure 4 the responabiliy, of general guidance regarding fabrication, quality central. storage,delivery, erection end bracing, comull ANSI/VitQuiety Cdleda. DSB.89 and BCSI Building Component safety Information available from Truss Plate Institute, 781 N. Lee Street, Sure 312. Alexontlne, VA MI 4. 6904 Parke East Blvd. If sera Pir1e(SP) lumber is specified, the daiysn, Alxesae lbe e asReclive 06/01/201369 ALSO Tampa. FL 33810-4115 Job russ Truss ype uly Ply 70' Cadton Royale T6371632 M11356 A HIP 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce Fl. 34982 Inc. Wed Jun 4x6 % 4.00 12 5x8 = 4x6 ' 21 22 0 23 24 0 14 73 12 11 10 Scale = 1:61.8 4x5 = 3x8 = Sz6 WB= 2,,3 II Sx6 W8= 3x8 = 4x5 = 1 -0-0 I 17.6-0 26-0-0 35-0-0 9-0-0 8.6-0 M4 g.fM Plate Offsets (X,Y): 15:0-4-0,0301 LOADING(psf) SPACING 2-M CS] DEFL in (too) I/deb Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.63 Vert(LL) 0.46 12 >917 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.61 Vert(TL) -0.77 10-12 >547 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.48 Horz(TL) 0.18 8 n/a n/a BCDL 10.0 Code FBC2010lrP12007 (Matrix-M) Weight: 161 lb FT=O% LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-5-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-1-8 oc bracing. WEBS 1 Row at midpt 5-14.5-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1164/0-8-0 (min. 0-1-9),8=1164/0-8-0 (min. 0-1-9) Max Hom2=109(LC 7) Max Uplift2=-825(LC 8). 8=-825(LC 8) Max Grav2=1349(LC 2), 8=1349(LC 2) FORCES (lb)- Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3132/1858, 3-0=-2918/1710, 4-21=-2783/1673, 21-22=-2783/1673, 5-22=-2783/1673, 5-23=2783/1673, 23-24=2783(1673, 6-24=-2783/1673, 6-7=-2918/1710, 7-8=-3132/1858 BOT CHORD 2-14=-1659/2919, 13-14=-2055/3728, 12-13=-2055/3728, 11-12=2055/3728, 10-11=-2055/3728,8-10=-165912919 WEBS 4-14=-248/582,5-14=1134/619,5-12=01332,5-10=-1134/619, 6-10=-248/582 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=70ft; L=35ft; eave=5ft; Cat. II; Fxp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 825111 uplift at joint 2 and 825lb uplift at joint 8. 7) °Semi -rigid pitchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard ♦♦%% % it N IIVFC N 68182 roT OF 00. /11111111�� FL Cert. 6634 June 18,2014 AWARWM.Vej(r/degnp...tdasmdRBEDRblESON]Hl5d nVCLODSDffiTSKR@-9tBHCBPAMJ=-74MREF'ORSEMS. Design valid for use only with Mdek conneclors. This design b based only upon parameters shown, and is for an individual building component. Applicability of design paramelem and proper incorporation of component is respomibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional lemporary bracing to insure slobility during construction is the responsibility of the bracing the is the building de igner. For MiTek' erector. Additional permanent of overall structure the responsibifty of general guidance regarding fabrication, quality control. storage. delivery. erection and bracing, consult ANSI/TPI I Quality Criteria,DSB-09 and BCSI Building Component Safety Information available from Truss Plate Institute. 781 N. Lee Street. Suite 312. Alexandria. VA 22314. 6904 Parke East Blvd. RSquOretn Pirse(SP)lunberisspecifiedLthedesignvalvesaredm effectim G6/Ol/2013byALSC Tampa, FL 33610-0715 0 russ fuss ype uty Ply 70'Cadton Royale T6371633 M11356 ATA COMMON B 1 1 Job Reference (optional) ChamOers Truss Inc.. Fort Pierce Fl. 3a982 as 4.00 F12 4M = Scale=1:60.8 17 '. 15 c„ ce 14 " 12 4x5 = 2x3 II 46 = 3x8 = 2x3 II 4zs 3x8 = 46 = LOADING(psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2010/TPI2007 CSt TC 0.38 BC 0.55 WB 0.48 (Matrix-M) DEFL in (ice) I/dell Vd Vert(LL) 0.29 14-15 >999 360 Vert(TL) -0.76 14-15 >550 240 Hor9TL) 0.15 10 n/a n/a PLATES GRIP MT20 2441190 Weight 1661b FT=0 LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural mod sheathing directly applied or 3-9-2 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-3-9 oc bracing, Except: WEBS 2x4 SP No.3 8-6-0 oc bracing: 14-15. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 2=1258/0-8-0 (min. 0-1-10), 10=1258/0-8-0 (min. 0-1-10) Max Hom2=-201(LC 6) Max Uplift2=775(LC 8), 10=-775(LC 8) Max Grav2=1399(LC 2). 10=1399(LC2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3164/1575, 3-0=-2677/1331, 4-5=-2606/1342, 5-241 -2680/1409, 6-24=2629/1432, 6-25=-2629/1432,7-25=-2680/1409,7-8=-2606/1342,8-9=-2677/1331, 9-10=-3164/1575 BOT CHORD 2-17=-1366/2936, 16-17=-1366/2936, 15-16=-136612936, 15-26=745/1961, 26-27=-745/1961,14-27=-745/1961,13-14=1366/2936,12-13=-1366/2936, 10-12=1366/2936 WEBS 6-14=459/959, 7-14=-269/197, 9-14=-531/397, 6-15=-059/959, 5-15=-270/197, 3.15=-531/397 NOTES ♦`%\i N 1) Unbalanced roof live loads have been Considered for this design. ASCE 7-10; Vult=165mph P,PIJ O,.•• •• 2) Wind: (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=70ft; L=35ft; eave=6ft; Cat. 11; �� G E N • Exp C; Encl., GCpi=0.18; MWFRS SF (directional); Lumber DOL=1.60 plate gap DOL=1.60 3) 100.0Ib AC unit load placed on the top chord, 17-6-0 from left end, supported at two points, 5-0-0 apart. • 4) The solid section of the plate is required to be placed over the splice line atjoint(s) 16,13. = * :: N 68182 5) Plate(s) atjoint(s)16 and 13 checked for a plus or minus 4 degree rotation about its Center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. = - 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-M wide will -O ; ft between the bottom chord and any other members, with BCDL = 10.Opsf. �) % T O F :• 8) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 7751b uplift at joint 2 and 775 lb uplift at (V joint 10. i� .•.�` P • `1 `� 9) Semi -rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. �j \ �.••• ��� miss ••• LOAD CASE(S) Standard %\ Its 11111\\\\ FL Cert. 6634 June 18,2014 AWARNM-VniJgdefinparmnetmmdREADROIBSOATTRVSd ZR EWED8R281CRRPRRLWr.EPAGE im-7473B6PORBUSB Design valid for use only with Miles connectors. This design k based only upon parameters shown. and is for on Individual building component. MR of design parameters and proper incorporation of component m responsibility of building designer- not Truss designer. Bracing shown u for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. Far general guidance regarding MiTek' fabrication, quality control, storage, delivery. erection and bracing, consult ANSIRPII OuoUty Cdleda,DSB-B9 and BCSI Building Component 69D4 Parke East Blvd. Safety Information available from Truss Plate Institute. 781 N. Lee Street, Suite 312, Alexandria, VA 22314. IISouthern Pepe(SP)Lumber is speciSe4, the deign values a UhOseelectiveOSfGl/2ma bVAISC Tampa, R 3361 0-0115 1356 COMMON T63716M 3x4 = 45 = n'R711 Scale=1:24.6 3x4 = 1� 6.11-0 6-11-0 LOADING(psf) SPACING 2-M CS] DEFL in (too) Vdefi Ltd PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.22 Vert(LL) 0.05 5-8 >999 360 MT20 2441190 TCDL 7.0 Lumber Increase 1.25 BC 0.23 Ven(TL) -0.09 5-8 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 Horz(TL) 0.01 4 Na Na BCDL 10.0 Code FBC20101TPI2007 (Matdx-M) Weight: 47lb FT=0 LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-M oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 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 guide. REACTIONS (lb/size) 4=442/0-8-0 (min. 0-1-8), 2=488/0-8-0 (min. 0-1-8) Max Horz 2=85(LC 7) Max Uplift4=-294(LC 8), 2=-375(LC 8) Max Grav4=511(LC 2), 2=567(LC 2) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1021/562, 3-4=1027/644 BOTCHORD 2-5=-63111151,4-5=-726/1139 WEBS 3-5=0/271 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psh BCDL=3.Opsf; h=1211; B=7011; L=3511; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-M wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 294lb uplift at joint 4 and 375lb uplift at joint 2. 6) "Semi -rigid pitchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard J%_ GkJ I N "V FC �0ENSF"�� FL Cert. 6634 June 18,2014 Q WARNING-V x&de7Napmv+xsdm m+d RR4D NO= ONI[WSd fNCL1IDRD W=RaFMtB =PAaB; M-74M SRFORR USS, Design valid for use only with Mpek connectors. This design based only upon parameters shown. once for an g y g y p p individual component. Applicability of design parameters and proper incorporation of component is building designer not truss designee shown shown is for tor. Additional suppad acing to insure during consi during construction on responsibility of web membersoverall Additional temporary bracing to insure stabuilding bracing l turebra is uidance dria. MiTek' pof ermanent erector. ,quality control, coilablfrom Safety Information Safety Information ovo) clity general guidanceregarding struand aneorage. the consult rectio delivery, erection IT L Quality DSe 89 and BCS1 uidanc Compo .t e,delivery.erection81 N. Lee Stel, Suit 31Z ANI Quality Criteria. DSB•89and BCS'BuOdng Componanl from lmss 7a1 N. lee Street, Suite 312 Alexandra. 6904 Panne East Blvd. I(SouLmm Dsn¢(SDJ dated.institute, lem /0 /202 Irmsber iaspedfied, tlledxsigr valrusareNosee6ec61re O6/O1/2D33byA15C Tampa, FL 33B104115 o N66 r0s5 Type ly Ply T0'Cadton Royale T6371635 M11356 BH11 BOSTON HIP 1 1 Job Reference o tiorlal Chambers Truss Inc., Fort Pierce Fl. M982 Inc. Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified Building Designer as per ANSVTPI 1. 4.00 12 "(1 6.9-3 Scale: 3/16•=l' (+) Top chord must be braced by end jacks, roof diaphragm, or properly connected 45= puffins as shown. 10 12 15 30 "' 28 ", 26 3.6 = 3x4 = 46 = 3xa = 46 = 3x4 = 4x5 = LOADING(psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2010ITP12007 CSI TIC 0.35 BC 0.53 WB 0.29 (Matrix-M) DEFL in (lox) VdeB Ud Vert(LL) 0.29 26-28 >999 360 Vert(TL) -0.54 28-30 >780 240 Horz(TL) 0.15 24 Na Na PLATES GRIP MT20 2441190 Weight: 197 lb FT=O% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-11-14 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5.9-15 oc bracing. WEBS 2x4 SP No.3 WEBS 1Row at midpt 4-28,22-28 JOINTS 1 Brace at Jt(s): 13, 9, 16, 18 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer installation guide. REACTIONS (lb/size) 2=1164/0-8-0 (min. 0-1-9), 24=1164/0-8-0 (min.0-1-9) Max Hom 2=200(LC 7) Max Uplift2=-825(LC 8), 24--825(LC 8) Max Grav2=1349(LC 2). 24=1349(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3094/1800, 3-4=-2916/1719, 4-5=1655/1020, 5.7=1623/1025, 7-8=-1621/1039, 8-10=1606/1061,10-12=-159711096,12-15=-159711096,15-17=-1606/1061, 17-19=-1621/1039, 19-21=-1623/1024,21-22=-165511020, 22-23=-2916/1719, 23-24=-3094/1800, 4-6=-793/409, 6-9=7961412, 9-11=796/412, it-13=7961412, 13-14=-796/412,14-16=796/412,16-18=796/412,18-20=-796/412, 20-22=-7931409 BOTC -30����67226=-69/352,g4Y87580/347,13-2/8=211/540822-89/5806347, IEN VF�;I��, WEBSHORD ``,�%�Op,Q1'; ZJ NOTES N 68182 •. i 1) Unbalanced roof live loads have been considered for this design. _ * * y 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Ops1; h=12tt; B=70f1; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 = 3) Provide adequate drainage to prevent water ponding. ; 4) All plates are 2x3 MT20 unless otherwise indicated. i T O F :• �% 5) This truss has been designed for a 10.0 psf bottom chord live load fronconcurrent with any other live loads. ✓,4I 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-M wide will i •• �` P �� fit between the bottom chord and any other members.\Q.••`•� 7) Provide mechanical connection (by others) of truss to bearing capable of withstanding 825Ib uplift at joint 2 and 825 lb uplift at ��j SS ..... •.�% plate joint 24.8)JSemi ,,,� ``` rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. If II III 9) Graphical puffin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard FL Cert. 6634 June 18,2014 Q WARNfNG-Vexj/Fj deign Parmsxters msdRRAOROIES ON7WSAtM)N LWID)M0 li 12Z WPAGEM-2473 BEFORE EIS& Design varid for use only with MRek conneciors.This design is based only upon parameters shown, and is for on individual building component. ��• Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown u for lateral support of individual web members only. Additional temporary bracing to insure stability during construction Is the responsibility of the MiTek' erector. Additional permanentbactngoftheoverallshuchneIstherespondiaFtyofthebuildingdesiIForgeneralg0dancenegording fabrication, quality control.storage,delivery, erection and bracing. consult ANSI/TBII Qualify Criterhu DSB-89 and BCSI Building Component 69N Parke East Blvd. SSafety Information available from Truss Plate Institute. 781 N. Lee Street, Suite 312, Alexandre, VA 22314. IfSoudsa. Pine(SP) lumber is specified, the design values areNose etlecsiv%1 e 05101O13 bVA15L Tampa. FL 3361 0-0115 Job Truss I russ Type ty y 70' Cabton Royale T63]1636 M11356 GRA HIP 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce Fl. 34982 7.350s Sep 272012 MiTek lnOUSUICS, Inc. Wed ID:_kfGCA6bx7j2Syl HDXFw7ye3KK-y8?OFOG6z2RGY_2o_' 22-8-2 28-0-0 1 30.7-9 5-2-2 5-3-11 2-7-9 Scale =1:62.4 6x10 MT18HS= 3x8 = Bx10 MT78HS = 4.00 12 34= 7x8 WB= 3x6= 4 23 24 5 25 26 627 72829 30 8 31 32 9 2x3 4x12 = 3 93 2 22 in LLJ 01 17 34 35 1636 37 15 38 3940 4114 42 43 13 8x10 = 1004 MT78HS= 3x6 II 10x14 MT18HS= Bx10 = 2x3 10 7-0-0 I 12-3-14 174i-0 26Z 2 28-0-0 3--o 7-0-0 53-14 52-2 52-2 53-14 711 0-2-01�:0-4-0 Plate Offsets (X Y): f2;0-6-0 0-1Plate 0-1-117f4:0-5-0 0-2-01�:0-4-O Edge1 19:0-5-0 0-2-01 Edgel 19:0-5-0 0-2-01 f11:0-" 0-1-111 111:0-" 0-1-111 f14:0-7-0 0-"1fi6:0-7-0.0-6-81 f14:0-7-0 0-"1f16:0-7-0.0-6-815-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (Joe) I/dell LJd PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.93 Vert(LL) 0.97 15 >425 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.57 Vert(TL) -1.50 15 >274 240 MT18HS 2441190 BCLL 0.0 ' Rep Stress Incr NO WE 0.71 HOrz(TL) 0.21 11 nia n/a BCDL 10.0 Code FBC2010[TP12007 (Matrix-M) Weight: 235111, FT=0% LUMBER TOP CHORD 2x4 SP M 30 *Except' 4-7,7-9: 2x6 SP No.2 BOT CHORD 2x8 SP 240OF 2.0E WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 1-6-13 cc puffins. BOT CHORD Rigid ceiling directly applied or 4-7-13 oc bracing. WEBS 1 Row at midpt 5-17. 8-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=225510-8-0 (min. 0-2-3), 11=225510-8-0 (min. 0-2-3) Max Horz2=73(LC 7) Max Uplifl2=-1628(LC 8), 11=-1628(LC 8) Max Gmv2=2609(LC 2), 11=2609(LC 2) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-7223/4368, 3-4=-7256/4369, 4-23=-7005/4244, 23-24=-7007/4245, 5-24=-7010/4247, 5-25=-985415972, 25-26=-9854/5972, 26-27=-9854/5972, 6-27=-9854/5972, 6-28=-9854/5972,7-28=-9854/5972,7-29=985415972, 29-30=-985415972, 8-30=-9854/5972,8-31=-7010/4247,31-32=-700714246, 9-32=-7005/4244, 9-10=-7256/4369, 10-11=7223/4368 BOT CHORD 2-17=-403216794,17-34=-5804/9808, 34-35=-5804/9808, 16-35=5804/9808, 16-36=-6451/10902,36-37=-0451/10902,37-3B=-6451/10902,15-38=-6451/10902, 15-39=-6451/10902, 3940=-0451/10902, 40-01=-0451/10902, 14-41=-6451/10902, 14-42=-5804/9808, 42-43=-5804/9808, 13-03=-5804I9808, 11-13=4032/6794 WEBS 3-17=-280/257,4-17=-954/1848,5-17=-3088/1857,5-16=-147/625, 6-16=-1196/691, 6-15=0/449,6-14=-1196/691,8-14=147/625,8-13=3088/1857,9-13=-954/1848, 10-13=-281/257 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vesd=128mph; TCDL=4.2psf; BCDL=3.Opsf,, h=12ft; B=70ft; L=35ft; eave=5ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent Water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) The solid section of the plate is required to be placed over the splice line at joint(s) 7. 6) Plate(s) at joint(s) 7 checked for a plus or minus 2 degree rotation about its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1628 lb uplift at joint 2 and 1628lb uplift at joint 11. 10) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Continued on page 2 ,%PQUIN„V,F, i N 68182 �. T OF FL Cert. 6634 June 18,2014 A WARNMr -V.Vy deignPmvmdea oad READ M16S OAF MS Al LNCLUDlII514781CRBPHtEVCS PAGE M -74M EBPORE USE, Design valid for use only with Mick connectors. This design *a based only upon parameters shown. and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction a the respomibillity, of the designer. For MiTek' erector. Additional permanent bracing of the overall structure is the respomiGlity of the building general guidance regarding fabrication, quality control, storage, delivery, erection and bracing consult ANSI/1PI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Into—pron available from Truss Plate Institute. 781 N. Lee Sliest. SNte 312, Atexandno. VA 22314. OSwthem pale (S➢j lusMur is Wee"di ed, the design values are tfmse eEective 06/01/2W3 by AIL W Tampa, FL 33610-0116 Job Truss I was I ype uty Ply 70'Catltan Royale T6371636 M11356 GRA HIP 1 1 Job Reference o tional Chambers Truss Inc.. Fart Pierce FI. 34982 7.350 s Sep 272012 hLTek Industries. Inc. Wed Jun 18 08:69:55 2014 Page ID:_kfGCA6bx7j2SylHDXFw7ye3KK-y8?QFOG6z2RGy 2o_laptnHOrpPX?oy9vTgxB7z560o NOTES 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)169 to down and 304lb up at 7-0-0, 90 Ib down and 155 Ib up at 9-0-12, 90 lb down and 155 Ib up at 11-0-12, 90 Ib down and 15511b up at 13-0-12, 90 lb down and 155 lb up at 15-0-12, 901b down and 1551b up at 17-0-12, 90 Ib down and 1551b up at 17-11-4. 90 Ib down and 155 lb up at 19-11-4, 90 Ib down and 155 lb up at 21-11-0, 90 lb down and 155 lb up at 23-11-4, and 90 Ib down and 155 lb up at 25-11-4. and 169 lb down and 304 Ib up at 28-M on top chord, and 461 lb down and 255 lb up at 7-0-0, 63 lb down and 3Ib up at 9-0-12. 63lb down and 3Ib up at 11-0-12, 63lb down and 3Ib up at 13-0-12, 631b doom and 3Ib up at 15-0-12, 631b down and 3Ib up at 17-0-12, 63Ib down and 3 Ib up at 17-11-4, 63Ib down and 3I1dup at 19-11-4, 631b down and 3Ib up at 21-11-4, 63Ib down and 3Ib up at 23-11-4, and 631b down and 3Ib up at 25-11-4, and 461 Ib down and 255lb up at 27-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert:1-22=-04, 2-22=-14, 2-4=44, 4-9=-44, 9-11=44, 11-33=14, 12-33=-44, 2-11=-20 Concentrated Loads (lb) Vert: 4=-139(F)9=139(F)17=-406(F)13=-406(F)23=74(F)24=-74(F)25=-74(F)26=74(F)27=-74(F)28=-74(F)29=-74(F)30=-74(F) 31 =-74(F) 32=-74(F) 34=-39(F) 35=-39(F)36=-39(F)37=-39(F)38=-39(F)39=-39(F)40=-39(F)41=-39(F)42=-39(F)43=39(F) N 68182 PQ * • /' FL Cert. 6634 June 18,2014 Q WARMW -V.Vy dsignp r fer. mId JM!D MISS ON 1HIS AND 1N LMEIDM178KARIPPF12IBC13PAGEAM-7472 BBPORB USB valid for use with Mi ek connectors. This design a based only upon parameters shown, and a for an individual Design o s only 7 9 y p pdal building component. parameters and proper incorporation of component is responsibility building designer- truss shown soli pdesignort or a, tru pony sing Is for lateral Is for tor. is tdesigner.e responsibility of the insuilding llilygner.For Atlditurei temporary brability web membersoverall designee MiTeo' geWdioniidance regarding Adcrippod permanent of the For general guidance Component erector. Ad quality conlr antoragecing of the overall and bracing, sANSIollhebuily Cr delivery, erection and bracing consult consult DSB-89 and BC51 Building Component quality conlabl 6904 Parke East Blvd. So=1lion, ndra, A 2231 from Tr 312, Alexandra, Solely InlormParr avail able from Russ Plate Institute,derra N. tee Sheet.Suite3l2 Alexandra,1021201 A SouNem Pice (SP)1 weber, rs f padt-ed. th desOs values ae Nose eRective O6i0117D13 bYALSC Tampa. FL 33610d115 obTruss Truss ype Qty Ply ]0-Cerltan Royale T637163] M11356 GRB SPECIAL 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 4.00 12 4x4 5 3x4 = 3x6 = 2x3 II 44 1-11.0 4x4 = as II 4x4 Scale: 3116'=l' o'r eo Ja la sr 5x6 = "Ja 4u „13 '- 3x5 = 3x4 — 4x6 = 3x4 =3x6 = 3x4 = 3x4 = LOADING(psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING 2-M Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr NO Code FBC2010/TPI2007 CSI TC 0.39 BC 0.76 WB 0.50 (Matrix-M) DEFL In (roc) I/deb Ud L) -0.3 Vert(L4 15-17 >555 360 Vert(TL) -0.76 15-17 >243 240 Horz(TL) 0.03 10 n/a Na PLATES GRIP MT20 244/190 Weight 1441b FT= 0 LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-1-10 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-M oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation quide. REACTIONS All bearings O-M. (lb)- Max from 2=72(LC 7) Max Uplift All uplift 100lb or less at joint(s) except 2=-577(LC 8), 15=-834(LC 8), 14=-558(LC 8), 10=-325(LC 8) Max Grav All reactions 250 lb or less atjoint(s) except2=824(LC 19). 15=1345(LC 2), 14=882(LC 2). 10=485(LC 14) FORCES (lb)- Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1846/1093, 3-24=-1721/1060, 24-25=-1721/1060, 4-25=-1721/1060, 4-26=307/670 26-27=307/570, 6-27=-307/570, 5-28=-3071570, 6-28=307/570, 6-29=-307/570, 29-30=-307/570,30-31=-307/570,7-31=-307/570,7-32=-307/570,32-33=307/570, 8-33=-307/570, 8-9=617/283, 9-10=-1059/551 BOT CHORD 2-17=947/1713, 17-34=-926/1271, 34-35=926/1271, 35-36=-926/1271, 16-36=-926/1271, 16-37=-926/1271, 37-38=-926/1271,15-38=-926/1271,15-39=-570/432, 39-40=-570/432,3-17=01352, 40-41=-570/432,14-41=570/432, 13-14=-107/597,12-13=-107/597, ,,11VIN 1i // 10-12=-614/1167 WEBS �� / ` 4- 8-14= 988 57417=-51!/38, 4-15=-1917/1408, 6-15=-496/476, 7-14=432/408, ���jQPa.. E N S'<'F i i NOTES 1) Unbalanced roof live loads have been considered for this design. = * N 68182 2) Wind: ASCE 7-10; Vutt=lfi5mph (3-second gust) Vasd=128mph; TCDL=4.2psh BCDL=3.Opsf; h=12(t; B=70ft; L=35fb eave=6ft: Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water policing. •9 %�. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. • T O F : 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-" wide will O••, �� fit between the bottom chord and any other members. • 6) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 577 lb uplift at joint 2, 8341b uplift at joint 15 0 p' ?�� / s 558lb uplift at joint 14 and 3251b uplift at joint 10. / ////S "Semi -rigid ltchbreaks heels" end is and 289flbthis was used In the ated end N Al otherconnectionlng 8) Hanger(s) orr7) device(s) shall berprov deed suf8cle tto support concentrl I ad(s) down 353lb up at 5-0-0, 11 101 Ito down and 129 Ib up at 7-0-12, 101 Ib down and 129 Ill up at 9-0-12, 101 Ib down and 129 Ib up at 11-0-12, 101 lb down and 129 lb up at 13-0-12, 101 lb down and 129 Its up at 15-0-12. 101 lb down and 129 Ito up at 17-0-12, and 101 lb down and 129 lb up at 19-0-12, and 101 lb down and 129 lb up at 21-1-4 on lop chord, and 112lb dawn at 5-0-0, 3B lb down at 7-0-12, 38 lb down at 9-0-12, FL Cert. 6634 38 lb down at 11-0-12. 38 lb down at 13-0-12, 38 lb down at 15-0-12, 38 Ito down at 17-0-12, and 38 lb down at 19-0-12, and 38 lb down at 21-14 on bottom chord. The design/seleclion of such Connection device(s) is the Pesoonslbility of others. 1-- 4 p nnl n Continued on page ® WERMN6-VeVy deign pmmndes and RHADJVD= OAr7WSAFM INCLf]DtD bII78KA6PIDtHYCg PAOB bIII.7073 BPPORB US6 Design valid for use only with Mirek connectors. This design is based only upon parameters shown, and is; for an individual building component. Nil �� Applicability of design Parameters and proper incorporation of component is resporsibilify of building designer- not truss designer. Bracing shown is for lateral supped of individual web members only. Additional temporary bracing to insure stability during construction is the respomibillity of the erector. Additional bracing of the overall structure is the the building designer. For Well permanent fabicotion, quality control, Safety Information available responsibility of general guidance regarding storage, delivery, erection and bracing, consult ANSI/TFII Quality Cdfeda, DSB-89 and BCSI Buffering Component from Truss Plate Institute, 781 N. Lee Street. Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd. DSanllam P.(SPII.bisspeaT ersle ed•thesva1 3gn51esa flM eff d.06/01/2MbyA15C Tampa. FL 33fi10<115 Job Truss Truss Type City Ply 70'Carlton Royale T6371637 M11356 GRB SPECIAL 1 1 Job Reference (options]) Chambers Truss Inc., Fort Pierce Fl. 34982 7.350 a Sep 272012 MTek industries. Inc. Wed Jun 18 08:59:57 2014 Paget ID. _kfiGCA6bn7j2Sy1 HDXFw7ye3KK-vX6AgiINVgh_nICB6ScHyCMUkd2zTOkSMN2F?z560m NOTES 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-44, 3-8=44, 8-9=-44, 9-11=-44, 18-21=-20 Concentrated Loads (lb) Vert 3=-170(F) 5=-49(F)17=42(F) 24=49(F) 25=49(F) 26=-49(F) 28=-49(F) 29=49(F) 30=A9(F) 31=-49(F) 34=13(1`) 35=-13(F) 36=-13(F) 37=-13(F) 38=13(F) 39=-13(F)40=-13(F)41=-13(F) IN .���Op Q VF�c'�. GENBF•.cc�e•S hTtn 8182 *: t* -13 * _ W FL Cert. 6634 June 18,2014 ®WdRMNG-lfrk designparmsvlev cal REAP NOTES CHIMSAM INCLUDED ID]8RREIRME CESPAGEIIPF7473 DEFORE IlBE. Design valid for use only with Mnek connectors. This design 4 based only upon parameters shown, end is for an individual building component. �� Applicobility of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral supped of individual web members only. Additional temporary bracing to Insure stability curing construction is the responsibility of the building designer, For psA M)Tek( erector. Additional permanent fabrication, quality control,storage.delivery, o`b bracing of the overall structure h the responsibilityofthe general guidance regarding erection end bracing, consult ANSI/1PII Quality Criteria,DSB-89 and BCSI Building Component PIaietiSAIedria,VA22I 6904 Parka East Blvd. (Ie ®ixp7pLX Tampa. FL 33610-0115PiwP)l�isp-frcltlhedgnsnallessurthaaaaeDothrew,Gf Job russ Truss Type City Ply 70'Cadlon Royale T6371638 M11356 GRC SPECIAL 1 1 Job Refererrx o tional Chambers Truss Inc.. Fod Pierce Ft. U982 Wed Jun - I- 3x4 = 2.3] 12 Sx6 = 5x10 = 19 4 Sx6 = 20 65x10= 2.3 II 3x4 = 3x4 = 2x3 11 3x4 = Style=1:27.4 LOADING(psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING 2-M Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr NO Code FBC2010/rP12007 CSI TIC0.19 BC 0.37 WB 0.07 (Matrix-M) DEFL in floc) Well Ud Vert(LL) 0.08 10 >999 360 Vert(TL) -0.13 10-11 >999 240 Horz(TL) 0.04 7 Na Na PLATES GRIP MT20 244/190 Weight: 581la FT=O% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-2-10 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 7-1-7 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=775/0-8-0 (min. 0-1-8).7=775/0-8-0 (min. 0-1-8) Max Hom 2=46(LC 7) Max Uplift2=-582(LC 8), 7=582(LC 8) Max Grav2=900(LC 19), 7=899(LC 2) FORCES (Ib)- Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1949/1156, 3-19=1926/1189, 4-19=-190711180, 4-5=-1889/1169, 5-20=-1905/1180, 6-20=-1926/1189, 6-7=1945/1156 BOT CHORD 2-12=-1011/1813, 12-21=1005/1816, 11-21=-1005/1816, 10-11=-1077/1889, 10-22=-1015/1813,9-22=-1015/1813,7-9=-1020/1810 WEBS 6-10=-255/158 NOTES 1) Unbalanced roof live loads have been considered for this design 2) AE=1eD3.Opsf; h=12h; 8=70R; L=35ft; save=5ft; Cat. II: Exp CG, GCpi0.18; MWFR (directional);l); Lumber DOL=1.60 plate grip DOL=1.60 \\\\\% N'I �/`,I��i� 3) Provide adequate drainage to prevent water ponding., • Z's' 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • ,��\,c)N........E N Si F '.• �i 5) This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will • fit between the bottom chord and any other members. N 68182 ; 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5821b uplift at joint 2 and 582lb uplift at * ,- joint 7. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. = - 8) Hangers) or other connection device(s) shall be provided sufficient to support concentrated load(s) 76lb down and 99 lb up at 4-1-8. 96 Ib down and 118 lb up at 5-0-0, 125lb down and 254 Ib up at 5-7-3,165 lb down and 255lb up at 8-2-13, and 96 Ib down and 118 ; T F lb up at 8-10-0, and 76 Ib down and 99 lb up at M-8 on top chord, and 30 lb down and 9 lb up at 4-1-8. 42lb down and 20 It, up at (V 5-M. 89 lb down and 241b up at 5-7-3, 89 lb down and 24 lb up at 8-0-3, and 42lb down and 20 lb up at 8-10-0, and 30 lb down and 9 lb 9-8-8 bottom The design/selection device(s) is •, �` P • _ %� �� \ �,•• up at on chord. of such connection the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). �% '�I� SS "• 14ii, LOAD CASE(S) Standard IfN iIIIIIAI \\\\ 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert:1-3=-44, 34=-44. 4-5=44, 5-0=44, 6a=44,13-16=-20 FL Cert. 6634 June 18.2014 Continued on page 2 Q WARMM}-Vero dioignpurvv . cndREAD NOTES ON7EBAND INCLUDED AESERREFERENCEPAGBADI7473 BEFORE USE. Design valid for use onlywith MITek connectors. This designis based only upon parameters shown. and is for an individual building component. ��• Applicability of design parameters and proper incorporation of component Is responsibility of building designer- not truss designer. Bracing shown B for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction¢ the responsibility of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control. storage, delivery. erection and bracing, commit ANSI/rPI1 Quality Criteda.D5B-89 and BC51 Building Component 21�n36. N. 2. 1¢Iy InlortnPine(SP) abler 69N Parke East Blvd. iM tLreaeu,sadte thos�ffe If dendEn efe�ven06ro21nni3 IdVALSC Tampa. FL 33610.4115 Job Truss I Was I ype illy Fly 70'Callan Royale T6371638 M11356 GRC SPECIAL 1 1 Job Reference (. lariat Chambers Tess Inc., Fort Pierce Fl. 34982 7.350 a Sep 272012 MRek Industries, Inc. Wed Jun 18 08:59:58 2014 Page ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-NjgYu2J7GzprPSnNg98NNPviaOTNCxibbR3boRz56Dl LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 3=-30(F)4>104(F)5=-104(F)6=-30(F) 12=-19(F) ll=-61(F) 10=-61(F) 9=-19(F) 19=-46(F) 20=-46(F) 21=-29(F) 22=-29(F) N 68182 1t. .fir 9 T00. �i���Ssi •.. Al-E���O 7nnn7��� E Cert. 6634 June 18,2014 AWARAmVf9-vi deignpmmmol and READ NO7R6 ON 7wis A INCLmEviffR RRPRRRfyCR PAGE; MU-7473711sTORB'MR ■ Design valid for me ontywith Mriek connectors. This design is based only upon parameters shown. and is for an individual building component. ��• Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the buildng designer. For general guidance regarding fabrication, quality control, storage. delivery. erection and bracing, consult ANSIpPII Quality Cdledo,DSB-89 and BCSI Building Component 6904 Peke East Blvd. Safety InlormoNon met I sw 10-p-are(SP)irarsber bte from Truss Plate Institute, 781 N. Lee Street. Suite 312. Alexandria. VA 22314. is spe[@'ed.Ure a1mg. valuesare those effectise 06/0=07847AISC Tampa, FL 33610-0115 o Truss was ype ry ly 70'canton Royale T6371639 M11356 J1 MONO TRUSS 8 1 Job Reference (options) chambers Truss Inc., Fort Pierce Ff. N982 LOADING(psf) SPACING 2-M CSI TCLL 20.0 Plates Increase 1.25 TC 0.11 TCDL 7.0 Lumber Increase 1.25 BC 0.01 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2010ITP12007 (Matrix-M) LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS (Iblsize) 2=94/0-8-0 (min. 0-1-8), 4=5/Mechanlwl, 3=9/10echanical Max Horz2=48(LC 8) Max Uplift2=-127(LC 8), 4=-2(LC 5), 3=-5(LC 5) Max Gral13(LC 2), 4=11(LC 3), 3=1l(LC 13) FORCES (Its) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. r.noussep xr zmz nv en inuusures, nm. .. ranaa ema rage, ID_k8GCA6bx7j2Sy1HD%Fw7ye3KX.NjgYu2J7GzprPSnNg98W VPvksOYwCykbbR3boRz5601 1-0-0 3x4 = Scale =1:6.2 DEFL in (loc) I/dell L/d PLATES GRIP Vert(LL) -0.00 5 >999 360 MT20 2441190 Vert(TL) -0.00 5 >999 240 Hom(TL) 0.00 2 nla n/a Weight: 5lb FT=O% BRACING TOP CHORD Structural wood sheathing directly applied or 1-M oc puffins. BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during buss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=70ft; L=35ft; eave=6ft; Cat. II; Ezp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcumentwith 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-M vide 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 127 lb uplift at joint 2, 21b uplift at joint 4 and 5lb uplift at joint 3. 6) 'Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard a' °E "SFC ;e, FL Cert. 6634 June 18,2014 AWARNING -V tNdclyaperr a sa dREADHOIESONr&SA DINCLUDEDMR RRPEREIRRPAGIBNH.74M BEFORE USE. Design valid for use only with MTek connectors. This design based only upon parameters shown, and Is for an individual building component. Applicability of design parameters and proper incorporation of component isresponsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing so insure stability during construction is the responsibility of the MiTek' erector. Additional permanent bracing of the overall stmcture¢ the responsibility of the building designer. For general guidance regarding fabrication, quality control,storage,delivery, erection and bracing. consult ANSI/IPI1 Quality Cdferia.DSB-89 and SCSI Building Component 6904 Parke East Blvd. � ne.pase('Sp1l m ,,risus eedInstitute, ]81 N.esil sLre�e Street,vitae 312.�eAlurnre06V�31Z�4�byq� Tampa. FL 33610-0115 Job Truss Truss lype Uly Ply 70-Carlton Royale 6371640 M11356 J3 MONO TRUSS 6 1 Job Reference (optional) Chambers Tress Inc., Fort Pierce M. U982 7.350 s Sep 272012 MiTek Industries. Inc. Wed Jun 18 08:59:59 2014 Page ID: kfGCA6bx7j2SyIHDXFw7ye3KX-NEx5OJd1HxiicLZOtflldRvcOtxxP_Ig5o9Kuz560k -0-0 3-0-0 1-0-0 3-0-0 3A = LOADING(psf) SPACING 2-M CSI TCLL 20.0 Plates Increase 1.25 TC 0.11 TCDL 7.0 Lumber Increase 1.25 BC 0.09 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC201 OrrP12007 (Matrix-M) LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS (lb/size) 3=48/Mechanical, 2=156/0-8-0 (min. 0-1-8), 4=29/Mechanical Max Horz2=85(LC 8) Max Uplift3=-53(LC 8).2=-149(LC 8), 4=-3(LC 8) Max Grav3=61(LC 13), 2=184(LC 2), 4=44(LC 3) FORCES (Ib)- Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. Scale = 1;9.6 DEFL in (loc) Udell L/d PLATES GRIP Vert(LL) -0.00 7 >999 360 MT20 244/190 Vert(TL) -0.01 4-7 >999 240 Horz(TL) 0.00 2 Na RIB Weight: 11 lb FT=O% BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in acwrdance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsh h=12ft; B=70ft; L=35ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 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-M wide will fit between the bottom chord and any other members. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 531b uplift at joint 3, 1491b uplift atjoint 2 and 3lb uplift at joint 4. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard �`o`°pUIN„VFill' or. i %P �0ENSF•F��'. N 68182 ' 9' T0. hnllliist FL Cert. 6634 June 18,2014 Q WdRN1N0-Viotrj datgnPmm+xfm andRFAD NO"M 02178ISAIM INCLODED Mr716K l EFEYCSPd08 M-74M HFPORB USB, Design valid for use only with MBek connectors.ih's design is based only upon parameters shown. andis for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to Insure stobilityduring construction is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding MiTek' fabrication, quality central. storage. delivery, erection and bracing•comult ANSI/TPII Quality Criteria, DSB.89 and Bat Building Component 6W4 Parke East Blvd. Safey InformoBon available from Truss Plate Institute, 781 N. Lee Street Suite 312. Alexanddo. VA 22314. itSout. Pine(SP)Imnbaisspeaitic4tt edtatn..Uces UwseeRecdve O6/aIM19bVAISC Tampa, FL 33610-0115 Job Truss Truss Type aty Ply 70'Cadlon Royale T6371641 M11356 J5 MONOTRUSS 15 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce Ft. U982 3x4 = 7.35D S Sep 272012 Mill Industries. Inc. Wed Jun 18 08:59:59 2014 Page ID:_kfIGCA6bx7j2Sy1HDXFw7ye3KX-wEx50Jd1HxilcLZDtflIdRrgQq=P Ig5o9Kuz560k Scale=1:13.2 5-0-0 LOADING(psf) SPACING 2-M CS] DEFL in (loc) I/de0 L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.36 Van(LL) -0.02 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.28 Ven(TL) -0.04 4-7 >999 240 BCLL 0.0 Rep Stress Incr YES WE 0.00 Horz(TL) 0.00 2 Na No BCDL 10.0 Code FBC2010/'rP12007 (Matrix-M) Weight: 171b FT=O% LUMBER BRACING TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purling. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. MTek recommends that Stabilizers and required cross braoing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=82/Mechanicel,2=23510-8-0 (min. 0-1-8),4=45/Mechanical Max Hoa2=123(LC 8) Max Uplift3=-96(LC 8). 2=-194(LC 8) Max Grav3=103(LC 13), 2=274(LC 21. 4=75(LC 3) FORCES (Ib) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-472/225 BOTCHORD 2-4=315/541 NOTES 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=70ft; L=35ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 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-" wide will fit between the bottom chord and any other members. 4)Refer to for truss to truss 11111 I1 / 111 girder(s) connections. ��,`ViN VF�- 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 961b uplift at joint 3 and 1941b uplift at joint C E N 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. ``,��Op,R+ , : �: •�.� SF• :? 0 • LOAD CASE(S) Standard • N 68182 T O F 114 ��O�sS •NALE�..���. nnnllll FL Cert. 6634 June 18,2014 AWARM IG-V.VydeignpmmndeaandR RO71619OMMSAWD7RC7ADEDM7EKAH ERENc8PA08ffiF7473BBVORSUl Design valid for use only with MSek connectors. This design Is based only upon parameters shown and In for an individual building component. Applicability of design parameters and proper Incorporation of component is responsibility of building designer- not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsiblllity of the brocing the building designer. For MiTek' erector. Additional permanent of overall siluctmeis the responsibility of the general guidance regarding fabrication. quality control, storage. delivery. erection and bracing consult ANSI/TPII Quality Crllerla, DSB-8? and BCSl Building Component 6904 Parke East Blvd. Safefy Information available from Truss Plate Institute. 781 N. Lee Street, Suite 312, Alexandria. VA 22314. IfSauthetn Pine(Sp) Ismdser is specified, the r/evgn valaes arethose.7ept lre M/01/2013 byA15L Tampa, FL 33610-0115 Job russ Tales Type UtY Ply 7V Canton Royale T8371642 M11356 J7 MONO TRUSS 12 1 Job Reference o tiorlal Chambers Truss Inc., Fort Pierce S. U982 3x4 = 7.350 s Sep 272012 fritek lndusines.Inc Wed Jun 18 09:00:00 2014 Page ID:_kfiGCA6bx7j2SyIHDXFw7ye3KXJ5oJIkKFob3ZelvvmnaA_aq_28g5TgsEu2NisKz560j LOADING(psf) SPACING 2-M CS] DEFL in (loc) I/deft L/d TCLL 20.0 Plates Increase 1.25 TC 0.25 Vert(LL) -0.06 4-7 >999 360 TCDL 7.0 Lumber Increase 1.25 BC 0.58 Vert(TL) -0.16 4-7 >520 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Hom(TL) 0.01 2 Na his BCDL 10.0 Code FBC20IOfTP12007 (Matrix-M) LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.3 REACTIONS (lb/size) 3=118/Mechanical, 2=313/0-8-0 (min. 0-1-8).4=59/Mechanical Max Hors 2=161(LC 8) Max Uplift3=140(LC 8), 2=240(LC 8) Max Grav3=148(LC 13), 2=365(LC 2), 4=103(LC 3) FORCES (Ib)- Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1085/598 BOT CHORD 2-4=-692/1102 Scale = 1:16.5 PLATES GRIP MT20 2441190 Weight: 23 lb FT=0% BRACING TOP CHORD Structural wood sheathing directly applied or 6-M oc puffins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. NOTES 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=70ft; L=35ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 140 to uplift at joint 3 and 2401b uplift at joint 2. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard %% GIE fV S�c,F�,,i�. N 68182 FL Cert. 6634 June 18,2014 0 WARMIMi-Var0 dcaignparcorldm and REID NOTES ONTWSdND fNCLUDBD ffi RSPRRE9CRPAGEMM-7423 RPFORR MSS Design valid for me only with MBek connectors. This design is based only upon parameters shown,andis for an individual building component. �� Applicability of design parameters and proper incofporation of component is responsibility of building designer- not truss designee Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the MiTek' erector. Additional permanent bracing of the overall structure h the responsibility of the building designer. For general guidance regarding fabrication, quality control. storage. delivery. erection and bracing, comuit ANSI/IPII Quality Crlfeda,DSB-89 and BCSl Bening Component 69N Parke East Evil. Solely Intormafon available from Truss Plate Institute. 781 N. Lee Street. Suite 312, Alexandre, VA 22314. IfSou =Pine(SP)lumhera speeded, the, d®p+vztrresare those, a fecuee 06/OI/2M13 byA= Tampa, FL 33610 115 Job Truss Truss TypeCity Ply 70' Carlton Royale T6311643 1 M11356 JA MONO TRUSS 2 1 - Job Reference (optional) Onambers Truss In... Fort Pierce Ft. 34962 3x4 = r.zousaepzrmraawenumueme.,inc. vvuuous, oua:uu' ueu,a ages ID:_kfGCA6bx7j2Syl HDXFw7ye3KXJ50JIkKFob3ZelwmnaA aq_4MgEygsEu2lYisKz56oj LOADING(psf) SPACING 2-0-0 CSI DEPL in (loc) I/de8 L/d TCLL 20.0 Plates Increase 1.25 TC 0.11 Vert(LL) -0.00 7 >999 360 TCDL 7.0 Lumber increase 1.25 BC 0.04 Vert(TL) -0.00 7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 Na Na BCDL 10.0 Code FBC2010rTP12007 (Matrix-M) LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS (lb/size) 3=32/Mechanical, 2=123/0-8-0 (min. 0-1-8); 4=21/Mechanical Max Hom 2=68(LC 8) Max Uplift3=-32(LC 8), 2=-132(LC 8), 4=-3(LC 5) Max Grav3=40(LC 13), 2=146(LC 2), 4=30(LC 3) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. Scale = 1:8.2 PLATES GRIP MT20 244/190 Weight: 8lb FT=0% BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-7 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=121t B=70ft; L=35f; eave=5ft; Cat. It; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 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 3-0-0 tall by 2-M 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 32 lb uplift at joint 3, 132 lb uplift at joint 2 and 31b uplift at joint 4. 6) "Semi -rigid pitchbreaks including heels" Member end fixity, model was used in the analysis and design of this truss. LOAD CASE(S) Standard OP........... ' GE N F. ;; ''e F 's FL Cert. 6634 June 18,2014 Q WARNING -Ve fy deign pmmnders and RS9D NO78S ON 7WS AND fNCLVDID ffi17FXRSFEIUBI PAGE BID-7473 BEFORB OSE Design valid for use only with Mgek connectors. this design is based only upon parameters shown, and u for an individual building component. Et of design parameters and proper incorporation of component is responsibilitydesigner. Bracing of building not truss desBracing shown Is for lateral support of individual web members only. Additional temporary bracing to insure slabiliN during construction is fhe responaibillily of the designer. Ps trjTe�• erector. Additional permanent fabrication. quality control, available bracing of the overall simcture is the responsibilityof the building For general guidance regarding storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, 135B-89 and BCSI Building Component from Truss Plate Institute,781 N. Lee Street, Suite 31Z Alexondna.;�314. 1 6904 Parise East Blvd. Tampa.FL33610.4115 *feylnnlompo spaadeathedesigovilYeiara Oh eNecti e0s 2013 ��� Job Truss Truss Type LIty Ply 70'Cadton Royale T63]1644 M11356 JB MONOTRUSS 2 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce Fl. 34982 3x4 = zubussepn wre mu ex inousmesanc. r yvv.ur ¢u1t rages ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-nlMhW 3LtZuBOGvVyLHhD62XAyEVOPJU 1 HPHGOmz560i Scale = 1:13.1 LOADING(psf) SPACING 2-M CS! DEFL in (loc) Udef1 Uld PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.44 Vert(LL) 0.03 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.35 Vert(TL) -0.06 4-7 >999 240 BCLL 0.0 ' Rep Stress [nor YES WB 0.00 Horz(TL) 0.00 2 n/a Na BCDL 10.0 Code FBC201 Of FP12007 (Matrix-M) Weight: 19 lb FT=O% LUMBER BRACING TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 5-5-11 oc pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. MiTek recommends that Stabilizers and. required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=90/Mechanical, 2=26110-8-0 (min. 0-1-8), 4=49/Mechanical Max Horz2=116(LC 8) Max Uplift3=-101(LC 8), 2=-224(LC 8) Max Grav3=11 O(LC 2). 2=305(LC 2), 4=82(LC 3) FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=537/244 BOT CHORD 2-4=-317/581 NOTES 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12R; B=70ft; L=35ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This buss has been designed for a 10.0 psf bottom chord live load nonconcument 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-M 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 101 lb uplift at joint 3 and 224lb uplift at joint 2. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard a1 GE N,9 i FL Cert. 6634 June 18,2014 Q WARNING- Varffy deignpmmmel mrdRI+AD MTES ONTRISAIm fl] LEWED JM7 RSF�FAGSA1137-7473 SSFORS OSS Design vorid for use only with Mgek connectors. This design is based only upon parameters shown, and is for on individual building component. Applicability of design parameters and proper incorporation of component a responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the respomibillity of the Bs A1Tek• erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/rPil Quality Criteria, DSB-89 and BCSI Building Component Salety Inlorma6on available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria. VA 22314. 1Y1 6904 Parke East Blvd. Tampa, FL 33610,1115 (fsaDmg11 P1ne(SP)(saber is.' - the design salves me tboseelyecdae 06/OUZM3 by ALSO Job ru55 mss ype y 70'Catlton Royale T6371645 M11356 JC MONOTRU88 2ty 1 Job Reference o tional Chambers Twss Ina, Fort Pierce Fl. MU 3.4 = LOADING(psf) SPACING 2-M CSI DEFL in (lac) I/defl L/d TCLL 20.0 Plates Increase 1.25 TC 0.11 Vert(LL) -0.00 7 >999 360 TCDL 7.0 Lumber Increase 1.25 BC 0.02 Vart(TL) -0.00 7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) LUMBER TOP CHORD 2x4 SP No.3 GOT CHORD 2x4 SP No.3 REACTIONS (lb/size) 2=104/0-8-0 (min. 0-1-8), 4=13/Mechanical, 3=19/Mechanical Max Harz 2=57(LC 8) Max Uplift2=-125(LC 8), 4=-3(LC 5), 3=15(LC 8) Max Grav2=124(LC 2), 4=20(LC 3). 3=25(LC 13) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. VyLHhD62XF6EaZPJU1 HPHGOmz56Ql Scale = 1:7.0 PLATES GRIP MT20 2441190 Weight: 6lb FT=0 BRACING TOP CHORD Structural wood sheathing directly applied or 1-5-11 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=70ft; L=35ft; eave=5ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 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 fall by 2-M wide will fit between the bottom chord and any other members. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 125lb uplift at joint 2, 31b uplift at joint 4 and 15 lb uplift at joint 3. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard FL Cert. 6634 June 18,2014 A WdNMNG-Verify deign pmmrrlen mrd14E4U No= OMJWSA11m INCLMED D978E'BBFEREJWSPAGB 1m-7473 f1zipOBE USE Design v.ud for use onlywith Mifek connectors. This design is based only upon parameters shown. and a for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not trun designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the WOWerector. Addlional permanent bracing of the overall structure 8 the responsibility of the building designer. For general guidance regarding fabrication. quality control, storage, delivery, erection and bracing, consult ANSIgP11 Quality Cdll DSE-89 and BCSI Building Component Sotaty Inlo—offon available from Truss Plate Institute. 781 N. Lee Street, Suite 312, Alexandria. VA 22314. 6904 Page East Blvd. Tampa, FL 33610Al15 If5audlern PBse(�) irmrber lsspecified.CredevCrrvaleres.th. eNective06f0V2014fayALSC Job Truss Truss Type ty y TO' cedar, Royale T8371646 M11356 KJ5 MONO TRUSS 1 1 Job Reference (optional) Chambers Truss Inc.. Fort Pierce FI. M982 lIR_,: 3x4 = 2.83 12 7.350 a Sep 272012 MITeK measures. Inc. vveo Jun i a uu:uu:uz 2u14 page l. ID; _kfiGCA6bx7j2Syl HDXFw7ye3KX-FUWJjPMVKCJHu348v7CSfF3N7etk8mkBW3lpxDz560h Scale: 3/4-=l' 7-0.2 LOADING(psf) SPACING 2-M CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.29 Vert(LL) -0.05 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.21 Vert(TL) -0.13 4-7 >636 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) 0.01 2 n/a Na BCDL 10.0 Code FBC2010/fP12007 (Mabix-M) Weight 231b FT=O% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=149/Mechanical, 2=227/0-11-5 (min. 0-1-8), 4=77/Mechanical Max Hom 2=110(LC 8) Max Uplift3=-169(LC 8), 2=-207(LC 8) Max Grav3=182(LC 13), 2=267(LC 2), 4=120(LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-689/273 BOT CHORD 2-0=-350/736 NOTES 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; Irl B=70ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCp1=0.1Q 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-M 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 1691b uplift at joint 3 and 2071b uplift at joint 2. 6) Semi -rigid pilchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-44 Trapezoidal Loads (plf) Vert: 2=0(F=22, B=22)-to-3=-77(F=-17, B=-17),5=0(F=10,B=10}to-4=-35(F=-8, B=-8) % `,�PpUIN "VF<����i ��•`�CENS�.F����� i N 68182 O1. T OF •�/� % N AL��..�`� FL Cert. 6634 June 18,2014 A WARMUM- Yertffy deign pmmades and RINfI MISS ON 77NS AM MULIDED 117=RRPERENCS PAGE MI.74M KEFORIS USS. Design volid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral supped of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek' erector. Additional permanent bracing of the overall structure b the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB.89 and BCSI Building Component 6904 Parka East Blvd. So=Inlormr6on availobte OSout, Pine(SPI from Truss Plate Institute. 781 N. Lee Street, Suite 312, Alexandria, VA 22314. lumber is specified the design values are OsDleHecilsc 06/01/2O13 by ALSO Tampa. FL 336104116 Job russ Trus5 ype ty Ply 70'Cadton Royale 63]184] T M11356 KJ7 MONO TRUSS 2 1 Job Reference (oolionap Chambers Truss Inc., Fort Pierce Fl. 34982 7.350 a Sep 272012 MiTek Industries, Inc. Wed Jun 1809:00:022014 Pagel ID:_k6GCA6bx7j2Syl HDXFW7ye3KX.FUw3jPMVKCJHu348v?CSfF3PretHBjEB W31 pxDz56Oh Scale = 1:21.1 3x4 = ° 5 3x4 = 6-8-12 T5 LOADING(psf) SPACING 2-0-0 CSI DEFL in (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.18 Verl(LL) -0.03 7-10 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.24 Vert(TL) -0.07 7-10 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.22 Horz(TL) 0.01 5 n/a n1a BCDL 10.0 Code FBC2010rTP12007 (Matriz-M) Weight 381b FT=O% LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No-3 REACTIONS (lb/size) 4=109/Mtechanicel, 2=335/0-11-5 (min. 0-1-8), 5=388/Mechanical Max Hom 2=192(LC 8) Max Uplift4=-133(LC 8), 2=-266(LC 8), 5=-232(LC 8) Max Grav4=161(LC 13), 2=392(LC 2), 5=451(LC 13) FORCES (Ild)- Max. Comp./Max. Ten. -All forces 250(Ib) or less except when shown. TOP CHORD 2-3=-7891349 BOT CHORD 2-7=469/763, 6-7=-469/763 WEBS 3-7=0/285, 3E=-880/541 BRACING TOP CHORD Structural wood sheathing directly applied or 6-M oc purlins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsh h=12ft; B=70ft; L=35ft; eave=6ft; Cat. II; Exp C; Encl., GCp1=0.18; MWFRS (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 nonconcument 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-M 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 133Ib uplift at joint 4, 266 lb uplift atjoinl2 and 232 It, uplift at Joint 5. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-44 Trapezoidal Loads (pit) Vert: 2=0(F=22, B=22)-to-4=-108(F=32, B=-32), 8=0(F=10, B=10)-to-5=-49(F=-15, B=-15) P00I N f 1VF� ♦♦♦♦i ��♦��. N 68182 ♦♦♦ N ♦ %% 11Ajj1,10 FL Cert. 6634 June 18,2014 Q WARNING. Ve jfg dotgn pmmnetm and READ KD=GAIMISAND INCLU➢IID d11]FRIil;P13RPJIC6 PdOB 11TF7473 BEFORE US& Design valid for use only with Mlek connectors. This design is based only upon parameters shown. and is for an individual building component. ��• Applicability of design parameters and proper incaToration of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the designer. For MiTek' erector. Additional permanent bracing of the overall structure b the responsibility of the building general guidance regarding fabrication. quality control. storage, delivery. erection and bracing, consult ANSIRPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee street. Suite 312, Alexandria, VA 22314. IfSou[hem Pine ISP) l+m+ber isspedlied,thedesiresssal+sesaethoseel7ective 061W20131137ASSJC Tampa. FL 33610-4115 JO NSB Job 0- NSB Type ty ly 70' Cadton Royale T63]1648 Wwas TRUSS 2 1 Jab Reference (optional) Chambers Truss Inc., FOR Pierce Ft. baxiz 3x4 = ID:_k6GCA6bx7j2Sy1HDXFw7ye3KX-jgTRxIM85W R8VDfLSijhCTcaX1E5tD_KdjmMTfz56Qg Scale=1:13.9 6-0-0 LOADING(psf) SPACING 2-" CSI DEFL in floc) Vdefl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.18 Vert(LL) -0.03 4-7 >999 360 MT20 2441190 TCDL 7.0 Lumber Increase 1.25 BC 0.14 Vert(TL) -0.06 4-7 >999 240 BCLL 0.0 ' Rep Stress Ina NO WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight: 201b FT=0% LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 REACTIONS (Ib/size) 3=109/Mechanical, 2=175/0-9-11 (min. 0-1-8), 4=56/Mechanical Max Horz 2=98(LC 8) Max Uplift3=-126(LC 8), 2=-160(LC 8) Max Grav 3=133(LC 2), 2=206(LC 2), 4=95(LC 3) FORCES (lb) - Max. Comp.lMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=426/142 BOT CHORD 24=-209/455 BRACING TOP CHORD Structural wood sheathing directly applied or 6-M oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MRek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=70ft; L=35ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pat bottom chord live load noncencurrent 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-M 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 126lb uplift at joint 3 and 160 lb uplift at joint 2. 6) 'Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase--1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-44 Trapezoidal Loads (pit) Vert: 2=0(F=22, B=22)Fto-3=-66(F=-11, B=-11),5=0(F=10,B=10)-to4=-30(F=-5, B=-5) ``�J�PQIi I N' �VF�,�♦♦i N 68182 T ♦♦ 1' c 1OP; \�% ♦♦♦''�.S . NA1-E�C%%� FL Cert. 6634 June 18,2014 Q wARRIP96-Var9fy deign parmrs�es and READ AiDIIES OMMSAND LYCZMED 1ZMKRBFERERCEPAl3S M-7473 BEFORE LSE Design valid for use only with MOek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters end proper incorporation of component is responsibility of building designer- not truss tlesigner. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure Stability during construction u the responsibillity of the MiTek' erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer, For general guidance Regarding fabrication, quality control,storage,delivery, erection and bracing, consult ANS117PIl quality Criteria.DSB-89 and Best Building Component 6904 Parke East Blvd. 111ety5auticvn Pirm(5P) 1bl assp Pspecifed ti�tu�ie,esig .sai S�Iree�L$uitu�2eA exctiare 051022 byA� Tampa. FL 33610-0115 Job Truss Truss Type ty Ply 70'Cadwn Royale 63T16 9 M11356 ME MONO TRUSS 2 1 Job Reference o tional Chambers Tmss Inc., Fort Pierce Fl. 34982 3x4 = LOADING(psf) SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.25 TC 0.09 TCDL 7.0 Lumber Increase 1.25 BC 0.08 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 BCDL 10.0 Code FBC20101TP12007 (Matrix-M) LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 REACTIONS fib/size) 3=74IMechanical, 2=136/0-9-11 (min. 0-1-8), 4=39/Mechanical Max Horz2=75(LC 8) Max Uplift3=-82(LC 8). 2=-139(LC 8) Max Grav3=90(LC 2), 2=161(LC 2), 4=70(LC 3) FORCES (lb)- Max. Camp./Max. Ten. -All forces 250 (Ib) or less except when shown. BOT CHORD 2-4=-97/256 2720 Scale: 1'=V DEFL in (loc) I/dell Lid PLATES GRIP Vert(LL) -0.01 4-7 >999 360 MT20 244/190 Vert(TL) -0.03 4-7 >999 240 Hom(TL) 0.00 2 n/a Na Weight: 17lb FT=0% BRACING TOP CHORD Structural wood sheathing directly applied or 4-11-9 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=70ft; L=35ft; Save=6tt; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 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-M 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 (byothers) of truss to bearing plate capable of withstanding 821b uplift at joint 3 and 1391b uplift atjoint 2. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert 1-2=-44 Trapezoidal Loads (pll) Vert: 2=0(F=22, B=22)-to-3=-55(F=-5, B=5), 5=0(F=10, B=10)-to-4=-25(F=-2, B=-2) IN ,.S. 0 O ... NSFZ's"*e �L FL Cert. 6634 June 18,2014 AWdRNlBO-VOdaignparmaet. dREABNO7FSOB1HfSd MCLUDEDMrKRBFBRPSt9PAGISMf-7473BEFORE BSB. Design valid for use only with Mnek connectors. This design is based only upon parameters shown, and is for an indvitlual building component. ��• Applicability of design prameters aand proper incorporation of component a responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure *a the responsibility of the building designer. For general guidance regarding MiTek' fabrication, quality control. storage, delivery. erection and bracing. consult ANSI/TPL Quality Dill DSB-89 and BCSl Burl Component 6904 Parke East Blvd. Saleh InlormaRon available from Truss Plate Imitate, 781 N. Lee Street, Suite 312, Alexandria. VA 22314. 1fSoWrem pirmlSV)Iwnber is Specified.tice d®gn values amchose eff cGve 06/01POI31NA45C Tampa. FL 33610-0115 Job russ Truss Type Uty Ply 70' Ca !ton Royale T6371650 M11356 MV2 VALLEY 1 1 Job Reference (optiona0 Chambers Truss Inc., Fort Pierce Fl. N982 3A 7.350 s Sep 272012 MiTek Industries. Inc. Wed Jun 18 09:00:04 2014 Page ID:_k9GCA6bx7j2Sy1HDXFw7ye3KX-Ctlg85NmrpZ?7NEXOQEwkg8nhRbCcgEUzNWw?5z56Qf 4.00 12 Scale = 1:6.1 LOADING(psf) SPACING 2-" CSI DEFL in (lox) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.03 Val. e t(LL) n/a - Na 999 MT20 2441190 TCDL 7.0 Lumber Increase 1.25 BC 0.02 Vert(TL) n/a - Na 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 Na Fla BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight: 5 lb F7=0 LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-M oc pudins. BOT CHORD Rigid ceiling directly applied or 10-M So bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=35/2-0-0 (min. 0-1-8), 2=24/2-M (min. 0-1-8), 3=11/2-M (min. 0-1-8) Max Horz 1=21(LC 8) Max Upliftl=-20(LC 8), 2=30(LC 8) Max Gmvl=41(LC 2), 2=31(LC 13), 3=22(LC 3) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=70ft; L=35ft; eave=6ft; Cat. II; Exit C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 20 lb uplift at joint 1 and 301b uplift at joint 2. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard % PQ111 N 1jVF§ 1i��' N 68182 �: T OF 44/Z J,If .• Al E� % Ilnttn��� FL Cert. 6634 June 18,2014 Q WARNING -Vc,& dcige your maat. con dRBAO NDTES ONIBIS At1m INCLUDM aB1PxRBPBRM CR PAGE NII-7473 BtFORB V36 Design valid for use only with Mgek connectors. This design is based only upon parameters shown. and Is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility, of building designer- not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the respomibillity, of the design designee For WOW A1T erector. Additional permanent bracing of the overall sWeture is the responsibility of the building general guidance regarding fabrication, quality control, storage, delivery, erection and bracing. comult AN51/TPII Quality Criteria, DS9.89 and SCSI Building Component tVt 6904 Parke East Blvd. safety llormallon available from Truss Plate Institute,781 N. Lee Street Suite 312. Alexandra, VA 22314. itSoutl.pare(SP) tumbar is speuTied the d®gnr Ties and tease �e,uh, O6/01/2013 bVAISC Tampa, FL 33610d115 Job Truss Truss Type ty P y 70' Carlton Royale T63]1651 M11356 MV4 VALLEY 1 1 Job Reference foptionz0 Chambers Truss Inc.. Fork Pierce Fl. M982 3x4 7.350 s Sep 272012 Mn eh lnpusines. lnt. Wep dun 16 UU:00:042014 Paget ID:_k6GCA6bx7j2Sy1HDXFw7ye3KK-Ctlg85NmrpZ?7NEXODEwkg8kgRZucgEUzNWW?5z560f LOADING(psf) SPACING 2-0-0 - CSI DEFL in (loc) I/deft Lid TCLL 20.0 Plates Increase 1.25 TC 0.22 Vert(LL) File - n/a 999 TCDL 7.0 Lumber Increase 1.25 BC 0.17 Vert(TL) File - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 Na n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix) LUMBER BRACING TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS (lb/size) 1=9514-0-0 (min. 0-1-8), 3=95/4-0-0 (min. 0-1-8) Max Horz 1=56(LC 8) Max Upliftl=-54(LC 8), 3=-72(LC 8) Max Grav 1=109(LC 2), 3=112(LC 13) FORCES (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 2x3 11 Scale = 1:9.5 PLATES GRIP MT20 244/190 Weight: 12 lb FT=O% Structural wood sheathing directly applied or 4-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation ouide. NOTES 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=70h; L=35ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-0-0 tall by 2-M wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 54lb uplift at joint 1 and 72 lb uplift at joint 3. 6) "Semi -rigid pitchbreaks including heels" Member end fAly model was used in the analysis and design of this truss. LOAD CASE(S) Standard _ * • N/NF/ � Z •• * r FL Cert. 6634 June 18,2014 Q WdRN .Vc�deignparm7eCers.dR M7MOMMISAIWD=IMEDA1r18RRSPSRBNCSPAG13=-74Td'6 ORB OSS. Design valid far use only with MTek connectors. The design is based only upon parameters shown. and is for an individual building component. ��• Applicability of design parameters and proper incorporation of component is responsibility of building designer- not Buss designer. Bracing shown is for lateral support of individual web members only. Additional lemporary bracing to insure stability during construction is the responsibility of the designer. For MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building general guidance regarding fabrication, quality control. storage, delivery, erection and bracing, consult ANSIpPII Quality Criteria. DSB.89 and BCSI Building Component 6904 Parke East Blvd. Safety Inlormaffon available from Truss Plate InsiiWfe, 781 N. Lee Sheet, Suite 312. Alexandria, VA 2231 A. IfSaWrem P uta (SPI Islrrsberm specrTsedtlsede9O1vOl areTheseegectiee 06/01/2013 bl AISC Tampa; FL 336104il5 Symbols PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in fl-in-sixteenths. Apply plates to both sides of truss and fully embed Teeth. 0 -'/16/16" I For 4 x 2 orientation, locate plates 0-'4a from outside edge of truss. This symbol indicates the required direction of slots in connector plates. • Plate location details available in MITek 20/20 software or upon request. PLATE SIZE The first dimension is the plate width measured perpendicular 4 x 4 To slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION BEARING Indicated by symbol shown and/or by text in The bracing section of the output. Use T or I bracing if indicated. Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TPII: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. SCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate ' Connected Wood Trusses. Numbering System I 6-4-8 I dimensions shown t sc ale) sixteenths )Drawings not to scale) 0 O M U 0- 0 O Of O M U 0- 0 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-131 1, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Southern Pine lumber designations are as follows: SYP represents values as published by AWC in the 2005/2012 NDS SP represents ALSC approved/new values with effective date of June 1, 2013 © 2012 MiTekO All Rights Reserved MTek Engineering Reference Sheet: Mll-7473 rev. 02/26/2013 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury I. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is clways required. See SCSI. 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 stock materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. 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 is 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 of 10 ft. spacing, or less, if no ceinng is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI I Quality Criteria. I COMPLETED ON: I 1 1 1-20-15 I 1 DESCRIPTION: BEING ALL OF 13951 AMARILIS COURT 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 0 = DELTA OF CURVE St. LUcle C01. i'14 DOte_Intit_ ,,\pprWed ►1VII 20' PAVED ROAD AMARILIS COURT SURVEYORS NOTES: 1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE SHOWN HEREON. 2. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE LOCATED UNLESS OTHERWISE SHOWN. 3. THIS SITE LIES WITHIN FLOOD ZONE 'X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111CO065 J, EFFECTIVE DATE 2-16-12. 4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. 5. BEARINGS SHOWN HEREON ARE REFERANCED TO THE CENTERLINE OF AMARILIS COURT HAVING AN ASSUMED BEARING OF SOUTHEAST, 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 f. l W2-- Oa.s-a EXISTING AVERAGE TOP OF FORMS c o ELEVATI011=26.86 R 2.34' ABOVE EDGE n `S OF PAVEMENT [*&1WN 13951 AMARILIS COURT LAST FIELD DATE: 1-20-15 SCALE: 1"=30' ALEXANDER J. PIAZZA PSM, INC. CERTIFIED TO: .: WYNNE BUILDING,CORPbRATION '- DATE: 1-20-15 Surveying • Mapping " Consulting = DRAWN: CJM*LBf7280 619 SW Blltmore Street = ; Port St. Lucie, Florida 34983 JOB NO.: Phone: (772) 340-777015-1936 Fax: (772) 340-2250 DATE: REVISIONS: _ C A/AtLEX:AiD d. PIA Professionrveyor k Mapper ra r. I _ _ _ norida Certificate No.: 6330