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Home My WebLink AboutSUBMITTED PAPERSz . a ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: Tj5 Permit Number: \ 5a(; • 0 5 i 3 MEIV70 JUN 2.9-2015 Building Permit Application SCANNED Planning and Development Services BY Building and Code Regulation Division St. Lucie County 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial, Residential X PERMIT APPLICATION FOR: Building III PROPOSED IMPROVEMENT LOCATION: Address: 13990 DALIA Legal Description: 6/7 34 39 ALL THAT PART LYING NORTHEAST OF 95 Property Tax ID #: 1306-111-0001-000/0 Site Plan Name: FAIRWAYS Project Name: n _ Setbacks Front 3\, Back: 9,51 Right Side: J'3V Left Side: DETAILED DESCRIPTION OF WORK: Lot No.13990 Block No. MOBILE HOME REPLACEMENT: SINGLE FAMILY RESIDENCE - 2 BEDROOM / 2 BATH / GARAGE CONSTRUCTIONINFORMATION: Additionai work to e e orme under this permit— c ec a app y: Z✓ HVAC [] Gas Tank ❑Gas Piping _ Shutters Z Windows/Doors Electric ❑✓_ Plumbing ❑Sprinklers Generator 21 Roof Total Sq. Ft of Construction: 2,108 Cost of Construction: $ 58,000 S Ft. of First Floor: 2,108 Uti I ities:Sewer O Septic Building Height: OWNER/LESSEE: CONTRACTOR: Name WYNNE BUILDING CORPORATION Name: MATTHEW LYLE WYNNE Address: 8000 SOUTH US HWY. 1 SUITE 402 Company: WYNNE DEVELOPMENT CORPORATION City: PORT ST. LUCIE State: FL Zip Code: 34952 Fax: (772) 878-7656 Phone No. (772) 878-5513 Address: 8000 SOUTH US HWY. 1 SUITE 402 City: PORT ST. LUCIE State: FL Zip Code: 34952 Fax: (772) 878-7656 Phone No. (772)878-5513 E-Mail: Fill in fee simple Title Holder on next page (if different from the Owner listed above) E-Mail: State or County License: 8898 If value of construction is $2500 or more,.a RECORDED Notice of Commencement is required. SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION: a III Name: BRADENa BRADEN Address:417 COCONUT AVE. City; STUART State: FL Zip: 34996 Phone: (772)287-8258 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: Name: Address: Zip: Phone: _Not Applicable I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. if you intend to obtain financing, consult with lender or an attorney before commencing work or recording our Notice of Commencement. Signatur ,-f'--wner Agent Lessee S gnat re'of`Contr" r Licens€Holde ,--, STATE OF FLORIDA STATE OF FLORIDA COUNTY OF St. lucie COUNTY OF st_ Taieip The forgoing instrument was acknowledged before me The forgoing instrument was acknowledged before me this 29 day of .Tnno 20� by this -2-9— day of dame 20_g by 15 15 Matthe* Lyle Wynne Matthew Lyle Mmnp (Name of person acknowledging) (Name of person acknowledging . ) ignature of Notary Public -State of It (' n re of Notary Public- Stat lorida ) Personally Known Y OR Produced Identification Personally Known OR Produced Identification Type of Identification Produced Type of Identification Produced Commission No. (Seal) Commission No. (Seal) MY COMMISSIUN i FF 187647 I ! «: '+- MY GOMMI9SION i FF 197847 Revised 07/15/2014. �` ' t EXPIRES: February 23, 2o19 i:.,,.,,: e;= EXPIRES: February 23, 2019 `%1;jfn.•' Bonded Thry Notary public Undenmen �.'°v," Banded Thry NotaryPuhhC UndemMen REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW VIEW REVIEW REVIEW REVIEW REVIEW DATE 8 �S COMPLETE INITIALS RECEIVED JUN 2,91015 E` St. Lucie County Building & Zoning a 2300 Virginia Ave o pr Fort Pierce, FL 34982 BUILDING PERMIT SUB -CONTRACTOR SUMMARY . Wynne Building Corporation will be using the following sub -contractors for the (Company/Individual Name) _ projectlocated at �L•C (Street address or Property Tax ID #) It is understood that if there is any change of status regarding the participation of any of the sub -contractors listed below, 1 will immediately advise the Building and Zoning Department of St. Lucie County. Trade< Name of Company/Contractor St. Lucie County/ State of Florida License Number Electrical S & W Electric, Inc. 2045 ER0009416 Plumbing Lindquist Plumbing & Supply Co. 19150 CFc057672 IIVAC/ Comfort Control of St. Lucie 8288 Mechanical CACO24379 Roofing Treasure Coast Roofing, LLC 19496 RC29027087. Gas PERMIT I ISSUE DATE: NUMBER: 04/23/2015 09:12 7728787656 WYNNE BUILDING CORP PAGE 02/02 KEUEI'.'-D JUN 2,9.1015 PERMIT # ISSUE DATE PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SUB-CONTRACTORAGREEMENT St. Lucie Courtly Contactor Certification Number. State of Florida Certification Number (ireppnubre): (Company have agreed to be the Sub-coatractorfor Wynne Development Corp. (Type of Trade) , 0%mary Contactor) For the project located at It is understood that, if there is any change of status regarding our participation with the above mentioned Project, I will immediately advise the Building and Zoning Department of St. Lucie County by filing a Change of Sub -contractor notice. (Form: SLCCDV (No. om-oo) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) NOTARIZED SIGNATURES ARE U QUIRED Business Name, S&W Electric Addrossr 501 W_ Coker Rd. Citylstate2ip: FQZt Pierce,FL_ 34945 Phone: 42-72) _ email: SIGNATURE Lawrence Stubbs �S PRINT NAME DATE STATE OF FLORIDA, COUNTY OF THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS 1L&VAY OF 20 �S BY ameWHO IS PERSONALLY KNOWN �_ OR HAS PRODUCED 0GNATURE OF N TARY PUBLIC SLCPDS: IV10013 IDENTIFICATION. LawUVT NAME OF NOTARY PUBLIC (STAMP) LAURAR.CUBBEDGE TA Commission # EE 209915 n:/aa Expires October 21, 2016 e WW1MTmyFeln Nwrmra8DM6,-7019 xuac 11/18/2014 15:56 7728787656 ._ WYNNE BUILDING CORD PAGE 02/02 RECEIVr.D 1UN 2.9.2015 PERMIT 0 ISSUE DATE )']CANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SUBCONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number (if applicable): CFC142Q458 ui Plumbing have agreed to be the (Company Name/Individual Name) plumbing Sub-contractor£orwynne Development Corp_ ('type of Trade) (Primary Contractor) for the project located at \"�Rc� Q� �\C:� (Project Street Address or property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by filing a Change of Sub -contractor notice. (Form: SLCCDV (No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's Liccnse) NOTARIZED SIGNATURES ARE REQUWED Business Name: Lindquist Plumbing Address: 318S Sneed Rd pity/StatelZip: _per fit• 'D' r, . Fr Z 4 H d S Phone: (777) 461 _1 ()FQ email: � Wads r•a SP. ,C �O �7 SIGNATURE PRINT NAME DATE STATE OF FLORIDA. COUNTY OF Si Gut e. e P THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS cP (, DAY OF u r_C 201y[ BY (,L) A-bE •A -SE WHO IS PERSONALLY KNOWN F✓ OR HAS PRODUCED AS IDENTIFICATION. �� (1 � 11 ll /AJ �pp (STAMP) wPw, rn a�c. r �a,eo-rH y IYNN &4-SX1.J SIGNATURE OVNOTARY PUBLIC PRINT NAME OF NOTARY PUBLIC SLCPDS: 12/16/2013 ;b;d a�;, DOROTHY ANN BASKIN Notary Public •Stara of Florida •. • "e My Comm. Explrea Oct 2, 2016 -rf o 1)�?•• Commission M OF 015226 `11111.a Banded Through National Notary Assn. V`./LJ/GVLJ YV. JL .IL./IV1./JV RECEIVED JUN 2 9'1015 ISSUE DATE PERMIT # PLANNING &]DEVELOPMENT SERVICES �; .. "` r ' 'M Building &Code Compliance Division i VT BUILDING PERMIT ; SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: I State of Florida certification Number (if apalimble): CACO24379 Comfort Control of St. Lucie County, Inc. have agreed to be the (Company Nameandividual Name) air conditioning Sub -contractor for Wynne Development Corp. (Type oMade) a (Primary Contractor) For the project located at \� `D (project Street Address or Property Tax ID t 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 QUALM IF.R (Name of the Individual shown on the Contractor's LicudI e) i NIDT'ARIZEI? SAGNATURES ARE REQUIRED Business Name: Comfort Control of St Lucie County. anc. Address: City/State/Zip: Port St. Lucie FL. 34983 Phone: r2;.7$5-9910— email: �I \ < Br3TS�' i mm Lm�n �\ �C G DATE �PR(INT NAME A RIDA, COUNTY OF ✓ t • �U l THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS- C) DAY OF BY n rr�� Z i �Yl rYle ML rl WHO IS PERSONALLY KNOWN OR HAS PRODUCED SIGNATU OP NOTARY PUBLIC T SLCPDS: 12/162013 AS IDENTIFICATION. 04/15/2015 10:53 7,28787j=•, WYNNE BUILDING C t PAGE 02/02 RECEIVED 1UN 2..9 2015 PERMrr# ISSU'c DATE PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St, Lucie County Contractor Certification %amber: State of Florida Certification Number (if apputc T,le). 7 TXEAstare Coast RdOfil1q LLC have agreed to be the (Company Name/Individual Name) Roofinr,� Sub-contractorforW nine DpvelO went Corp (Type of wade) (Primary Contractor) Far the project located at a or Pronerry Tax £t7 it) It is understood that, if there is any change of status regarding our participation with the above tnentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by filing a Change of Sub -contractor notice. (Form: SLCC)7V (No_ 004-00) BUSINESS QUALWIER (Name of the Individcal shown an the Coatraotor's License) NOTARIZED SI NATURES A RE R1EQU. t M Business Name: Trgecure Coast Roofing LLC Address_ t A 1 6 RiLtmore Gt _ — City/Smta/2ip; Rort qt, 34y84 Phone; 7 2 343-8308 email: —" Brian Mabone�--` SIGNA6 — — — FAINT NAME DATE — STATE OF FLORIDA, COUNTY OF r (I., THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS �(� DAY OF 'G C BY R[111 YYIALo/I/�/ WHO IS PERSONALLY KNOWN Ll OR HAS PRODUCED AS IDENTIFICATION. Ra-gtyi iMV /J/i-SKra SIGNATURE OTa)�Y PUBLIC PRINT NAME OF NOTARY PUBLIC SLCPDS: 12/16/2013 (STAMP) ol%Va •,� DONOTNY ANN BASKIN p.° R% Notary Public - Slats of Pieties e • • my CORM. ENO= Oct 2, 2010 ComduftIFF4115226 BonMftouPNOW flo"Alto. RECEI 7.-M JUN 2.91015 ST. LUCIE COUNTY BUILDING & ZONING 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 772-462-1553 FILLED LANDS AFFIDAVIT I, the undersigned, am the owner of the following described property: #1306-111-nnnl—nnn/n;_E,/7 34 �Q all that part lying (Tax ID/Legaldescripdon/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 as owner of the above described property, and in accordance with Section 7.04.01(D), St. Lucie County Land Development Code, I shall be responsible for assuring adequate drainage so that the immediate community WILL NOT be adversely affected. I further acknowledge that in granting this permit for the development of this property, St. Lucie County is neither obliged nor liable to provide,for, or maintain in any form, adequate drainage off my property which will not adversely affect the immediate community. Matthew Lyle wvnne 06 29 15 Property Owner Name 'noperty @, unertS1 t- e Date STATE OF FLORB)A, COUNTY OF St. Lucie ACKNOWLEDGED BEFORE ME THIS 29th DAY OF , 20 19 BY Ma tth WHO IS PERSONALLY KNOWN TOME R WHO HAS PRODUCED AS mENTIFICATION. Susan Magee SIGNATURE OF NOTARY TYPE OR PRINT NAME OF NOTARY (SEAL) NOTARY PUBLIC TITLE COMMISSION NUMBER •1+¢11-.1 . SUSAN MAGEE r MY COMMISSION II FF 18M7 .A� EXPIRES: Felvuary 23, 2015 '�%f1P„'Vp aandeO Thin NotaryPu' UMewAUra Planning & Development Services Building & Code Regulation Division 2300 Virginia Ave Fort Piercer Fl. 34982 772-462.2165 Fax 772-462-6443 Y Request for 30-Day Temporary Power Release -Date: Permit Number: \" o5�eD:!� Project Address: \,��R C_-) THE UNDERSIGNED HEREBY REQUEST RELEASE OF ELECTRICAL POWER TO THE ABOVE DESCRIBED PROPERTY, FORA PERIOD NOT TO BCCEED THIRTY (30) DAYS, -FOR THE PURPOSE OF TESTING SYSTEMS AND EQUIPMENT IN PREPARATION FOR A FINAL INSPECTION. IN CONSIDERATION OF APPROVAL OF THE REQUEST WE HEREBY ACKNOWLEDGE AND AGREE As FOLLOWS: 1. This temporary power release is requested for the above stated purpose only, and there will be no occupancy of any type, other than that permitted by construction during this time period. 2. As witness by our signatures, we hereby agree to abide by all terms and conditions of this agreement, including Building Division Polity, which iS incorporated herein by reference. 3. All conditions and requirements listed in the attached document entitled "Requirements for 30 Day Power for Testing" have been fulfilled and the premise is ready for compliance inspectlon. a All requests for an extension beyond 30 days most be made in writing to the Building Official stating the reason for the necittest. Power may be removed from the site and/or a Stop. Work Omer issued if the Fnal Inspection has not been approved within 30 days. A fee of $100.00 will be required to lift the Sbp Work Order. WE HEREBY RELEASE AND AGREE TO HOLD -HARMLESS, ST. LUCIE COUNTY, AND THEIR EMPLOYEES FROM ALL LIABILITIES AND CLAIMS OF ANY TYPE OF NATURE WHICH MAY ARISE NOW OR IN THE FUTURE OUT OF THIS TRANSACTION, INCLUDING ANY DAMAGE WHICH MAY BE INCURRED DUE TO TFIE . DISCONNECTION OF ELECTRICAL POWER IN THE EVENT OF VIOLATION OF THIS AGREEMENT. RECEIVED MAY 171016 _ . ,_ C . . l.. ZZL-d L000/LOOOd 08L-1 999L8L83LL �dao0 Suipjing auuRM-WOad-Z9:80 K , LL-90 TITAN � cowCrtErE "Thank you -.We appreciate your business" Materials for Life' /J nn. �^ /✓ TickeYno. g Crete / e�Gr VERQ BEACH 724 INDUSTRIAL BLVD 343133 VERO BEACH9 FL 32960 Delivery date PlantIDnvefC„', e%Q) /P Truck size Type job PJ� ^r n n- Customer no Customer name Zone Tax CD`r __ l C10171nA.r� .r': - l 001)1 1EV �Irll.._t r`(l�yl(cnC" Tarmacprolect no. no.. Order no. code t- B c Chafr edelivered 3-C.O.D. Time due 1'h ICustomer,P.O. ITeims 9 ,;2-Charge FOB. 4C D D-ED:B. rA ram rhO 4 Delivery name and address t COUNTY ST LUCI6 ARI), 6 1395 DRLIC2DFT, FIERCE Lot � Block CounTy � Instructions - - - - - - - ' - FAIRWAYS NORTH, EXIT 138 FLRobs-9 'iR FL-9' Slump R DALIA TL Si�KINISH LAKES WLVlb9 TR NUEVCI LHG(`�S :iT,, TR DWL.IR AVEWVE H AKE '�'�.1.00 I� I Quantity _ , , Vroduct ',. i U/Mi' Unit price_:, ! Amount I Load "Cumulative, Ordered'- Code, Description 11. L7710 11. Cn0 11. 00 AF95R11 i,00 4 7^ s CY 11.00 103364 MASY'ERFIBER M35 — .50# CY 1.00 900007 FUEL SURCHG LD Hig ? E100014 ENVIRUN SURCHG LD -- u Arrive job site �Startdischarge Finisndischarge . - (Leave�ob site Arrive plant , Load Sales tax TOTAL Additional water add/e to this concrete will reduce its strength. Any water added is at customer's risk. Gallons of water added: '7 Gallons of water added: Gallons of water added:._ 14 Amt of CY Retained: ructmmprA nrnvA- ✓ ruatnmcr AnnrnvaL rimtnmar Annrnva l' \riictnmer Annrnvalk ., Tested ,�,Tested properly No. Authorized•and re vi etl by I nve ISN. nYec ntJn 729077 Safety is a constant state of mind, with every employee feeling responsible and empowered to act to cause hire 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 TITAN FLORIDA LLC TERMS AND CONDITIONS OF SALE 1. All sales will be subject to these. terms and conditions. ("Contract") and, if buying ion credit, to Buyer's credit agreement with Seller, incorporated herein by reference; all other terms, including any terms contained in Buyer's purchase. order, are excluded unless agreed to by Seller in writing. Any changes must bein writing and signed by each party. This Contract will be construed in accordance with the laws of the state of Florida. For all disputes relating to this Contract, Buyer hereby consents to the jurisdiction and venue of the state and federal courts for the location of the delivery site of the goods sold hereunder: 2. Payment terms: Net the last day of the mouth followingthe month of delivery, without deduction, retainage; set off or charge backs. A cash discount of 1% 1.0"' proximoanay be deducted if no previous balances are past due. interest at the lesser of 1'40/o per month or the maximum rate allowed by law will be imposed on outstanding and delinquent jnvoices from the date of delivery until paid. Buyer will pay to Seller all applicable federal, state and local sales and use taxes. In addition to any other available rights and remedies. Seller will be entitled .torecover 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 ifthe 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 oi'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 deliverjes outside of these hours and for any waitiug/unloading periods fit excess of 60 minutes. tes. Prices are based on full' loads; an additional. charge will apply to loads of less than seven cubic. yards. The minimum load for. Bach delivery is 1'/a 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 clivery. 5. uyer must provide suitable approaches to delivery points beyond paved streets. For delivery beyond curb lines; Buyer assumes all liability for damage vehicles, sidewalks, driveways, pipes, septic ranks, and/or'other property,. and Buyer will: indemnify and hold Seller harmless from and against any and all liability, loss and expense incurred as a resultof such delivery, including but not limited to towing charges, except to the extent caused by Seller's gross negligence or willful misconduct, Buyer waives any right of subrogation against Seller. 6. Buyer isresponsible 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 ore based upon the wet volume at the time of discharge from the truck, and are not sold "form measurement" or measured "inplace". Yield will lie established in accordance with applicable ASTM standards. Buyer willpay all charges incident to inspection or tests made by or on behalf of Buyer. 8, Limited Warranty: Buyer is solely responsible for detennining 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 CACI') standards, when tested in accordance with ASTM and evaluated'by AClstandards. Seller will repair or replace any foods 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 WI'rIIOUTLIMITATION THE WARRANTIES OF MERCHANTABFLITYAND'FITNESS FOR A PARTICULAR PURPOSE„ARE HEREBY EXPRESSLY EXCLUDED. THE REMEDY SET FORTH IN THIS SECTION 8 WILL CONSTITUTE THE SOLE REMEDY OF BUYER UNDER THIS LIMITED WARRANTY. 9. Seller will not be responsible for slump, strength or quality of any concrete to which water or other material has been added by or on behalf of Buyer. Buyer will be responsible to see that the concrete is handled in accordance with best construction practices. Sellerhas no control over the placing or handling of concrete after unloading and does not guarptee the finished workin which it is used. Buyer will be responsible to prevent concrete after unloadingfrom 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 suppliedby the. Seller in the marketplace. Buyer will besolely 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 desifm quoted, or whic&maybe required to provideworkability, strength, setting time or water/cement. ratio, will result in an additional ingredient chargepayable by Buyer. 11. Concrete willbe, hatched and delivered in accordance with ASTM C 94. Concrete temperature will be dictated by the environmental and material condi- tions at the time of delivery. Any requirement beyond these conditions willrequirethe implementation of controlled measures during production at the 1 expenseo£BnyeaJ 12. Buyermastgive Seller wrineanotice,within 48,hms after delivery of any claim against Seller as a result of any alleged nonconforming materials or any other cause whatsoever (other than"failme to mck compressive strength, in which event (fie. time for notice will,be within 48 hours after the customary time for analysis of the test cylinder), time lietng ofthe csgcnce. Seller will be given reasonable opportunity to investigate all claims. Any failure by Buyer to give written notice within such,48 honr.pegod will'bedeemed`a conclusive waiver by, Buyer of all such claims against Seller. Y 13. SELLER WILL NOT BE LIABLE,. UNDER ANY ICIRCUM$TANCES"FOR ANY SPECIAL, INCIDENTAL,. PUNITIVE OR CONSEQUENTIAL DAMAGES INCLUDING, WITHOUT, L'IMI'y,1TION, ANY -DAMAGES RELATED TO DELAY, WHETHER BASED ON. STATUTE, TORT, CONTRACT, OR OTHERWISE. AND WHETHER ORrNOTARISING FROM SELLER'S NEGLIGENCE, STRICT LIABILITY OR FAULT. IN NO EVENT WILL SELLER BE RESPONSIBIL•E FOUR DAMMAGE DUE TO THE ACTIONS OF OTHERS OR THE FAILURE OF BUYER TO COMPLY WITH ITS OBLIGATIONS. SELLER'S LIA,131LITY FbR ANY CLAIMS WILL BE LIMITED TO THE PURCHASE PRICE OF THE GOODS SOLD UNDER THIS CONTRACT. 14. Notice. All notices to Seller will be sent in writing to the sales office issuing the. price quotation, with a copy to Credit Department, 455 Fairway Drive, Deerfield Beach,. FL.33441.. 15. Severability. The. unenforceability of any provision of this Contract will not affect theenfolceability of any other provision of this Contract; and each other provision of this Contract will be severable and enforceable to the extent permitted bylaw. WARNING: CAUSES SKIN IRRITATION - INJURIOUS TO EYES. CONTAINS PORT'LAND CEMENT. FRESHLY MIXED CONCRETE MAY CAUSE SKIN IRRITATION OR INJURY. AVOID CONTACT WITH SKIN W14ERE POSSIBLE. WASH EXPOSED AREAS PROMPTLY WITH WATER. IF ANY MIXTURES GET INTO THE, EYE, RINSE IMMEDIATELY' WiT14 WATER AND GET PROMPT MEDICAL ATTENTION. `KLEP OUT OF REACH OF CHILDREN.. MATERIAL SAFETY DATA SIIEETS'(MSDS).ARE AVAILABLE AT WW WTITANANIERICA.COM. Revd 2-OS Sr,�� • Termite Inspection •;Termite Pretreatment Pest Control -'.Rodent Service Fire Ant Lawn Service • Whitefly Treatment • Licensed & Insured 1 Li ,-I 7 �2-323-7921 Toll Free:1-877-365-9990 Fax: 772-340-5990`,. Email: Evictabug@gmail.corn 2373 SW Woodridge St. " 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, J- FIRE ANT SERVICE I TERMITE SERVICE I RODENT -EXCLUSION &REMOVAL I WHITEFLY TREATMENT' DATE OF SERVICE- 'f - I %' i TIME ;. r DEVELOPMENT NAME (PROJECT) COItfiIRAQTOR'S NAME - CMTACTPERSON 'STRUCTURE ADDRESS (LOT/BLOCK) CITY, STATE, ZIP CODE COUNTY NOTES g!"Mr i {F�tf.V S `5'062y 1✓iv`ok i�f�✓ear Ira 10 TREATMENT TYPEIAREA ❑ FLOATING ❑ MONOLITHIC PATIO ❑ GARAGEI DRIVEWAY ❑STEM WALLlFOOTERS El ADDITION ' ❑ CUTOUTS ❑ FOOTER- ` ❑ FRONT ENTRY ❑ RETREAT '❑ BORA CARE TREATMENT b PLUMBING CUT OUTS O SIDEWALKS O TAMP &TREAT )LTREAT ONLY )gFINAL ❑ POOL DECK ❑OTHER PRODUCTS XBASELINE ❑ DOMINION 2LACTIVE INGREDIENT ❑TERMIDOR SC ❑ BORACARE ❑ PREMISE ❑'OTHER- -. -�.-.. ....�. _.-...<� .. .«tea+._ -,a .��.-. _�.._. - ACTIVE INGREDIENT � �➢ IMIDACLAPRID�BIFENTHRIN ❑ DISODIUM OCTABORATE TETRAHYDRATE 'CONCENTRATION E1.12.%1. ❑-25% ❑.05% ❑23% ❑9% 00'4HER GALLONS APPLIED�/t� c/ 'n SQUARE FOOTAGE' -Z SD Sl G LINEAR FOOTAGE !jO SQUARE FOOTAGE VERIFIED y :,1°^rtjYE$ ❑ NO ,iMEASURED OR VERIFIED PER PLANS JOB READY CONDITIONS MET l Cam. "YES ❑ NO DETAILS As per 104.2.6 FBC - If soil chemical banner method for termite prevention is used. Final exterior treatment shall be completed prior to final building approval.'�, : Certificate of Compliance: The building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with rules andjaws established by the Florida Department of Agriculture and Consumer Services. (Per the Florida Building Code.) + 1 If this notice is for the final exterior treatment, initial and'date this n 5, FINAL STICKER - @: ❑ELECTRICAL PANEL ❑ WATER HEATER �bTHER 4./// u��"ia Payment Terms: Payment due at time of service. Date Applicator: (EvictA Bug Termite and Pest Control,4 - ,._ �P��- G✓% :clue, Date . Customer (Property Owner or Agent) - Professional Insulators of South Florida YrC Insulation Installation Certificate To: ist Lucie County Date: jApril2g,2016 Re: I Lot/Block- Address; 13990 Dalia Project: The undersianed herebv certifies that insulation has been installed in the above described mmnerty nc rnllnwee 1. Exterior CBS walls have been insulated with: Spray -on Cellulose Thickness in inches: IFiberglass Blankets Manufacturer: F1 Fall ol Blankets Density: Foil R-Value: R 4.1 VA!uminum ard ene 2. Ceilings (level) have been insulated with: Spray -on Cellulose Thickness in inches: 11.11, X Fiberglass Blown Manufacturer: Climatepro Rock Wool Blankets Density: Aluminum Foil R-Value: R30 Polyurethane Open Cell SPF Ceilings (Inaccessible) insulated with: Spray -on Cellulose Thickness in inches: 9.51, X Fiberglass Blankets Manufacturer: Johns Manville Ignition Barrier Density: Fiberglass Blown R-Value: R-30 Cellulose Loose Fill Open Cell SPF 3. Interior kneewalls have been insulated with: Fiberglass Blankets Thickness in inches: Fiberglass Loose Fin Manufacturer: Rock Wool Density: Fiberglass Blown R-Value: Cellulose Loose Fill Open Cell SPF 4. Garage partition walls of A/C living area have X Fiberglass Blankets been insulated with: Rock Wool Thickness in inches: 3.5" Polyurethane Manufacturer: Johns Manville Spray -on Cellulose Density: Open CCU SPF R-Value: R-11 5. The following have been insulated: �i7iY� : v .t► 2003 -a %,'��• actth: ®,,`. dg1et�r• RECEIVED +,,�A+cc ,ic WYM-M BUILDING CORP. General ContractBuilder CBC1254041 Competency# Professional Insulators of South Florida, Inc. Insulation Contractor By: NAY 0.4 1016 LSO-d 8000/LOOOd 83L-1 999L8L8ZLL da00 suip[ing auuAM -Woad 09:90 9L, b0-90 Planning & Development Services Building & Code Regulation Division 2300 Virginia Ave Fort Pierce, Fl. 34982 772-462.2172 Fax 772-462-6 43 CERTIFICATE OF TERMITE TREATMENT CONSTRUCTION SOIL TREATMENT 3`i 15 t PERMIT #J �r°6'o BUILDEPICONTRACTOR: PEST CONTROL CONTRA PEST CONTROL LICENSE Pcdt Gan. CTOR. -l' .eOIIG' # -c4. t t. �, �2 ^2 we, the undersigned, hereby certify that we have pretreated the above described construction for subterranean termites in accordance wl the standards of the National Pest Control Association. Square feet If area treated: Zs 5 f f- �d �r Chemicals used: C; e Percentage of solution; 0 66 / f Total gallons used: / 6 Date of Treatment: ) Time of Treatment: _Footing Slab 1" Treatment —1st Treatment �Re-Treat --Fools _� rN. Treatment _V1TreRe-Treatment Treat ,� _Other i o U Perimeter for Final Inspection 2!!�-_1¢ Treatment �� Q�� Re -Treat 1 Signature of Exte�ta' lnator Note: There must be a completed form for eacft required treatment orre-beatmentand this form mustbe on fire job site to be picked up by the Inspector at time of each Inppectlon or the scheduled lnspeetfon will fall and a•rednspectton tee charged. FBC104.2.6RertlHmteafplotaeuveTreatment forpreventronoftermitea AweatherresiistantjobsltEp0stlrrgboard shall be provided toreceive duplfete Treatment Ceruf/ra'tes as eadr requlred Pro6 a beabnentls rompleled, proldo9ig a cepyfor the person the permit is lasued to and another copy far Me bullding permit tiles: The Treatment Certlficateshall provide Me product used, identily of Me applicator, time and date of the hft?v n site location, area treaW,, dterrrical used, percent concentration and number ofgailons used, to establish a verifiable record of protecdVa heabnent If thesall chemical bateermethod fortarmlte prevanhon lsUsed, final eatenortrratment shall be completerd priorto, Anal bullding approval. inspection for CO, a permanent Stickertobe placed on St Lucie County requires for the final the electrical panel box cover, listing all the treatments and dates of application'-;- TITAN CONCRETE "Thank you - We appreciate your business" Materials for Life* d G _ �- 3 �p 2 � �� Ticket no. gr crete FORT PIERCE 4199 SELVl'7ELVIT 7. ROAR 2'8097r' FT FIERCE, FL 34982 Delivery date Plant Truck (Driver , Truck size Type job 11/02/15 628 14f3 HATCHER JR JESSI.E 9.50 JBEAN Customer no. Customer name Zone Tax CD 90004535 I RODNEY HALL CONCRETE CONST I T5 Tarmac project no.. Customer P.O. no. Order no. _ Terms code .Charge delivered 3-C.O.D. Time due 11.56 41031 I 66422 I I2-Charge F.0 B. FC.O.D-F.O.B. Delivery nam and addr l C COUNTY Lot Block County 1.3990 DAL.IA AVE, FORT PEIRCE Ina[rOCt10n5 Jrl LAP'�Ca 1140 R f rl 141 14lJCYU r-111505. O i i rl, hIL hl )IG TR (Slump - " \ Product Cumulative Ordered Code 9.50 9.50 9 50 1 1. ov, E 1. Oct. E c� ♦ l') 1 N ' . apio ool oa rim 07 FUEL SURCHO 14 ENVIRON SURCHCr Load Arrive job site Start discharge Finish discharge Leave job site Arrive plant Subtotal `- Sales tax q i.1 UG� I J CU ��'ST TOTAL kdditional water added to this concrete will reduce its strength. Any water added is at customer's risk. Gallons of water added:: Gallons of water added: Gallons of water added: Amt of CY Retained: Customer Approval: Customer Approval: Customer Approval: I Customer Approval: Tested Tested properly No. I Authorized and received by _ ❑ Yes Quo ❑ Yes ❑ No 7146774 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 nl Iernnnoo nnov ' RECEIVED NOV 031015 Not -Correct 6. OL7 TITAN FLORIDA LLC TERMS AND CONDITIONS OF SALE 1. All sales will be subject to these terms and conmtions: ("Contract") and, if buying on credit, to Buyer's credit agreement with Seller, incorporated herein by reference; all other terms, including any terns contained in Buyer's purchase order, are excluded unless agreed to by Seller in writing. Any changes must be in writing and signed by each party. This Contract will be construed in accordance with the laws of the state of Florida. For all disputes relating. to this Contract, Buyer hereby consents to the jurisdiction and venue of the state and federal courts for the location of the delivery site of the goods sold hereunder. 2. Payment terms: Net the last day of the month following the month of delivery, without deduction, retainage, set off or charge backs. A cash discount of 1 % 10" proximo may be deducted if no previous balances are past due. Interest at the lesser of i I& per month or the maximum rate allowed by law will be imposed on outstanding and delinquent invoices from the date of delivery until paid. Buyer will pay to Seller all applicable federal, state. and local sales and use taxes. In addition to any other available rights and remedies, Seller will be entitled to recover from Buyer all costs of collection and litigation including, but not limited to, reasonable. attorneys' fees. Seller reserves the right to require payments in advance or to cancel the unfilled portion of this Contract without notice in the event of Buyer default orally Contract provisions, or if the financial status of Buyer becomes impaired or deemed unsat- isfactory to Seller. Failure of Seller to exercise any of its rights will not be deemed a waiver of any such right. 3. Regular delivery hours are 7:00 a.m. - 5:00 p.m., Monday through Friday. An additional charge may be added for deliveries outside of these hours and for any waiting/unloading periods in excess of 60 minutes. Prices are based on full loads; an additional charge will apply to loads of less than seven cubic yards. The minimum load for each delivery is Ph cubic yards. 4. Buyer will give Seller at least 48 ]room 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 Sellerharmless from and against any and all liability, loss and expense incurred as a result of such delivery, including but not limited to towing charges, except to the extent. caused by Seller's gross negligence or will misconduct. Buyer waives any right of subrogation. against Seller. 6. Buyer is responsible for full payment of, including all costs of disposal and Sellers return charge per truck for, (i) orders not cancelled at least one hom prior to delivery time; (it) concrete delivered due to Bayer'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 volatile at the time of discharge from the truck, and are not'sold `form meashrement" or measured "tn place". Yield w ill be established inaccordance with applicable ASTM standards. Buyer will pay all charges idcident to inspection or tests made by or on behalf of Buyer. 8. Limited Warranty. Buyer is solely responsiblefor determining the type and quantity of goods to be purchased. Seller warrants that its products will meet or exceed applicable American Society for Testing Materials ("ASTM") and American Concrete Institute ("ACI") standards, when tested in accordance with ASTM and evaluated by ACI standards. Sel ter will repair or replace any goods supplied by Seller that fail to meet this limited warranty, within one year after delivery thereof! Seller will uphold its warranty obligations under Florida statute 718.203, as applicable. ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED, INCLUDING WITHOUT LIMITATION THE WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE, ARE HEREBY EXPRESSLY EXCLUDED. THE REMEDY SET FORTH IN THIS SECTION 8 WILL CONSTITUTE THE SOLE REMEDY OF BUYER UNDER THIS LIMITED: WARRANTY. 9. Seller will not be responsible for slump, strength or quality of any concrete to which water or otter 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 constriction practices. Seller has no control overUte 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 maybe required to provide workability, strength, setting time or water/cement ratio, will result lit an additional ingredient charge payable by Buyer. 11. Concrete will be batched and delivered in accordance with ASTM C-94..Concrete temperature will be dictated by the environmental and material condi- tions at the time of delivery. Any requirement beyond these conditions will require the implementation of controlled measures during production at the expense of Buyer. 12. Buyer must give Seller written notice within 48 hours after delivery of any claim against Seller as a result of any alleged nonconforming materials cr any other cause whatsoever (other thau 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 penod will be deemed a conclusive waiver by Buyer of all such claims against Seller. 13. SELLER WiLL NOT BE LIABLE UNDER ANY CIRCUMSTANCES FOR ANY SPECIAL, INCIDENTAL, PUNITIVE OR CONSEQUENTIAL DAMAGES INCLUDING, WITHOUT LIMITATION, ANY DAMAGES RELATED TO DELAY, WHETHER BASED ON STATUTE, TORT, CONTRACT, OR OTHERWISE, AND WHETHER ORNIOTARISING FROM SELLER'S NEGLIGENCE, STRICT LIABILITY OR FAULT. IN NO EVENT WILL SELLER BE RESPONSIBLE FOR DAMAGE DUE TO THE ACTIONS OF OTHERS OR THE FAILURE OF BUYER TO COMPLY WITH ITS OBLIGATIONS. SELLER'S LIABILITY FOR ANY CLAIMS WILL BE LIN 1TED TO THE PURCHASE PRICE OF THE GOODS SOLD UNDER THIS CONTRACT. 14. Notice. All, notices to Seller will be sent in writing to the salesoffice issuing the price quotation, with a copy to Credit. Department, 455 Fairway Drive, Deerfield Beach, FL 33441. 15. Severability. The unenforceability orally provision of this Contract will not affect the enforceability of any other provision of this Contract, and each Wier provisipl)iof�this Cpntiact Will be. severable and enforceable to the extent permitted by law. L.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 (NISDS) ARE AVAILABLE AT W WNV.TITANAMERICA.COM. Rev'd 2-08 • Termite Inspection • Terrrflte Pretreatment • Pest Control , • Rodent Service • Fire Ant Lawn Service • Whitefly Treatment 72-323-7921 Toll Free: 1-877-365-9990 Fax: 772-340-5990 Email: Evictabug@gmail.com 1. • Licensed & Insured - LIB• JB175775 2373 SW Woodridge St. C1 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) Ie5�5 Christ is �obN Termite & Pest Control, Inc. / PEST PREVENTION I FIRE ANT SERVICE ' Iy TERMITE SERVICE I RODENT EXCLUSION & REMOVAL I WHITEFLY TREATMENT DATE OF SERVICE .3 — 2. 5 — 14 TIME C> DEV LOPMENT NAME (PROJECT) CO RACTOR'S NAME CONTACT PERSON (; $)CO NP In I I 9VI . I. 6ct e STRUCTURE ADDRESS (LOTIBLOCK) CITY, STATE, ZIP CODE COUNTY �! 3 e41P671 �� Prc� OTES I C ('/I^,,k ISOb o553 �,nui //iil✓ewa//f4;I0 TR ❑ FLOATING ❑ MONOLITHIC ,trPATIO ❑ CUTOUTS ❑ FOOTER ❑ FRONT ENTRY ❑ TAMP & TREAT JTREATONLY XFINAL PRODUCTS XBASEUNE ❑ DOMINION 2LACTIVE INGREDIENT ❑ OTHER ACTIVE'INGREDIENT - ❑ GARAGE ,47DRIVEWAY ❑ RETREAT ❑ BORA CARE TREATMENT ❑ POOLDECK ❑ OTHER ❑ TERMIDOR SC ❑'BORACARE ❑ PREMISE ❑ STEM WALUFOOTERS ❑ ADDITION ❑ PLUMBING CUTOUTS ❑ SIDEWALKS ❑ IMIDACLAPRID>FENTHRIN ❑ DISODIUM OCTABORATE TETRAHYDRATE CONCENTRATION yry -�,r.06% ❑ .12% ❑ .25% ❑ .05% O 23% ❑ 9% ❑OTHER GALLONS APPLIED SQUARE FOOTAGE ZSa /f LINEAR FOOTAGE SQUARE FOOTAGE VERIFIED `J YES ❑ NO -ZE�ASURED_ OR VERIFIED PER PLANS JOB READY CONDITIONS MET ;'ES ❑ NO DETAILS RECEIVED MP,P. 31 2016 As per 104.2.6 FBC - If soil chemical barrier method for termite prevention is used. Final exterior treatment shall be completed prior to final building' approval. Certificate of Compliance: The building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with rules and laws established by the Florida Department of Agriculture and Consumer Services. (Per the Florida Building Code.) 'f If this notice is for the final exterior treatment, initial and date this line2 FINAL STICKER ❑ ELECTRICAL PANEL ❑ WATER HEATER Payment Terms: Payment due at time of service. ,4 OTHER cr J /�� Date Applicator (EvictA Bug Termite and Pest Control{ ) i Dale Customer (Property Owner or Agent) TITAN // CONCRETE Materials for Lifers gMncretea "Thank you - We appreciate your business" Pew'� / —C) (P Q 57.S 3 Ticket no. FORT PIERCE 4199 SELVITZ ROAD 293603 FT PIERCE, FL 34982 Delivery date Plant Truck I (Driver ' Truck size Typejob 03/c9/16 628 13E4 GILCHRIS7 DUANE 1. 04 DRIVEWF Customer na. .Customer name Zone 90004535 I ftODNEY HALL CONCRETE CONST I Tax CD T: Tarmac project no. Customer P.O. no. Order no. Terms code t-Charge delivered 3{.O.D. Time due 44103E1 I 96E55 I /i-Charge F.O.B. 4-C.O.D-RO.B. 10:38 Delivery name and address Lot Block CounTy sr LucIE COUNTY 6483 ALEMENDRA , FT PIERCE' Instructions FAIRWAYS SUBDIVISION - I-95 NDRTH, EXIT 138 FL-614 , -1R slump FL-614, TL SPANISH,LAKES, TR NUEVO LAGO99 TR ISLA Fl-ORES, �. 5.04 TURNS INTO ALEMENDfh i IQuantiTy -- _. _--J- rr 1 script( St10c 500 1tv-j7 CY 54 MASTERFIBER M35 - ..09t' CY 07 FUEL SURCHIS 1., LDS,; 14 ENVIRON SURCHB LDf_: w: ca Load Arrive job site Start discharge Finish discharge Leave job site Arriveplanf r 13 Subtotal i ;��.; sales tax P TOTAL Additional wateradded to this concrete will reduce its strength. Any water added is at customer's risk. Gallons of water added. U _- Gallons of water added: _ Gallons of water added: _ I Amt of CY Retained: 'Tested � Tested properly No. {p� npP.�� QQ('� QQ .Authorize and �e'v'edby ❑Yes IJNo ❑Yes `❑No 92a75®UG X Is 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 TITAN FLORIDA LLC TERMS AND CONDITIONS OF SALE , 1. All sales will be subject to these terms and conditions ("Contract") and, il'buying on credit, to Buyer's credit agreement with Seller, incorporated herein by reference; all other terms, including any terns contained in Buyer's purchase order, are excluded unless agreed to by Seller in writing. Any changes must be in writing and signed by each party. This Contract will be construed in accordance with the laws of 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 bf the delivery site of the goods sold hereunder. 2. Payment terms: Net the last day of the monthfollowing the month of delijI cry. without deduction, retainage, set ol7I{or charge backs. A cash discount of 1% 10" proximo may be deducted if no previous balances are past due. Interest at the lesser of I'h% per month or thmaximum rate allowed by law will be imposed on outstanding and delinquent. invoices from the date of delivery until paid. Buyer will pay to Seller all applicable federal, state and local sales and use taxes. In addition to any other available rights and remedies, Seller will be entitled to recover from Buyer all costs of collection and litigation including, but not limited to, reasonable attorneys' fees. Seller reserves the right to require payments in advance or to cancel the unfilled portion of this Contract without notice in the event of Buyer default of any Contract provisions, or if the financial status of Buyer becomes impaired or deemed unsat- isfactoryto Seller. Failure of Seller to exercise any of its rights will not be deemed a waiver of any such right. 3. Regular deliveryhours are.7:00 a.m.. - 5:00 p.m., Monday through Friday. Anadditional charge may be added for deliveries outside of these hours and for any waifing/unloading periods in excess of 60 minutes. Prices are based on full loads; an additional charge will apply to loads of less than seven cubic yards. The minimum load for each delivery is Ph cubic yards. 4. Buyer will give Seller at least 48 hours prior notice of the time and rate of requested deliveries. Delivery schedules will be mutually agreed upon between Seller and Buyer. Deliveries will be made to the besf 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 sheets. 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 indenmify 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 Bayer's mistake or in excess of requirements; (iii) coneretemol deliverable due to unsuitable approaches. la 7. Concrete prices and quantities are based upon the wet volume at the time otdischarge from the truck, mid are not sold 4prnt measurement" or measure([ "in place Yield will be established in accordance with applicable ASTM standards. Buyer will, pay 01-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 tail to meet this limited wartanty, within one year after delivery thereof. Seller will uphold its warranty obligations tinder Florida statute 718.203. as applicable. ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED, INCLUDING WITHOUT LIMITATION THE WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE, ARE IIEREBY EXPRESSLY EXCLUDED. THE REMEDY SET FORTH IN THIS SECTION 8 WILL CONSTITUTE THE SOLE REMEDY OF BUYER UNDER THIS LIMITED WARRANTY. 9. Seller will not be responsible for slump, strength or quality of any concrete to which water or other material has been added by or on behalf of Buyer. Buyer will be responsible to see that the concrete is handled in accordance with best construction practices. Seller has no control over the placing or handling :of concrete after unloading and does notguarantee the finished work in which it is used. Buyer will be responsible to prevent concrete after unl ading from coming into contact with any niaterH; suclrus aluminum, :rhiclt may adversely impact concrete strength. 10. Buyer will furnish any admixtures or ingredients it desires that are not regularly supplied by the Seller in the marketplace. Buyer will be solely respon- sible for the effect of such admixture or ingredients on the concrete. Any extra product which may be required in excess of the mix design quoted. or which may be required to provide workability, strength, setting time orwater/cement ratio, will result in an additional ingredient charge payable by Buyer. 11. Concrete will be batched and delivered in accordance with ASTM C-94. Concrete temperature will be dictated by the environmental and material condi- tions at the time of delivery. Any requirement beyond these conditions will require the implementation of controlled measures during production at the expense of Buyer. 12. Buyer must give Seller written notice within 48 hours alter delivery of any claim against Seller as a result of any alleged nonconforming materials or any other cause whatsoever (other than failure to meet compressive strength, in which event the time for notice will be within 48 hours after the customary time for analysis of the test cylinder), time being of the essence. Seller will be given reasonable opportunity to investigate all claims. Any failure by Buyer to give written notice within such 48 hour period will be deemed a conclusive waiver by Buyer of all such claims against Seller. 13. SELLER WILL NOT BE LIABLE UNDER ANY CIRCUMSTANCES FOR ANY SPECIAL, INCIDENTAL, PUNITIVE OR CONSEQUENTIAL DAMAGES INCLUDING WITHOUT LIMITATION, ANY DAMAGES RELATED TO DELAY, WHETHER BASED ON STATUTE, TORT, CONTRACT, OR OTHERWISE. AND WHETHER OR NOT ARISING FROM SELLER'S NEGLIGENCE. STRICT LIABILITY OR FAULT. IN NO EVENT WILL SELLER BE RESPONSIBLE FOR. DAMAGE DUE TO TIIE ACTIONS OF OTHERS OR THE FAILURE OF BUYER TO COMPLY WITH ITS OBLIGATIONS. SELLER'S LIABILITY FOR ANY CLAIMS WILL BE LIMITED'TOTHE PURCHASE PRICE OF THE GOODS SOLD UNDER THIS CONTRACT. 14. Notice. All notices to Seller will be sent in writing to the sales office issuing the price quotation, with a copy to Credit Department, 455 Fairway Drive, Deerfield Beach, FL33441. 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 bylaw. 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 MEDICALA'ITENTION. KEEP OUT OF REACH OF CHILDREN. MATERIAL SAFETY DATA SHEETS (AiSDS) ARE AVAILABLE AT WNW.TITANAAIERICA.COM. Rev'd 2-08 %PYIYAN C®►6VGRETE Materials for Life* gMncretO "Thank you - We appreciate your business" FORT PIERCE 4199 SELVITZ ROAD FT PIERCE, FL 34982 'v� gUl Lo/NC o u I i n MfMBfP ^ 280857 .Delivery date plant r Truck (Driver Truck size Type job . . 10/27/15 638 14�0 ZEILINSKI, ROBERT 11.04I SLAB ON Customer no. Customer name 90004535 I RODNEY HALL_ CONCRETE CONST Zone I Tax CD T5 Tarmac prof R.no. I Customer P.O. no. Order no. I Terms Cod, 7-Charge delivered' 3-C.O.D. Time due F411Z 64063 3.-cnzrgaF.O.B. 4C.D.D-F.D.B, r�8.04. Delivery name and address Lot Block CounTy BT LUCRE COUNTY 13990 DAL.IA , FORT PIERCE. instructions N I-95, EXIT 138 FL 614, TR 'FL 614, TL SPANISH LAKES BLVD, slump TR SPANISH LAKES BLVD, TR NUEVO LAGOS ST, TR DALIA AVE 5.00 FAIRWAYS Quantity �� :Qrodud .,' _.,...; •>�y:�w.tus...."�_',.., , ..,*.:,,,; '� Ui Unitpnce' " � %Amount'° T„`, �,-* ` Load Cumulative Ordered Code (Description 1 4. 00' :, 3, 00 33 00 G'AF 25R102500 #57 CY 11.00 IOQ901 NASTERFIBER N70 .754 CY 1.00 8012007 FUEL SURC:HG LD 1.00 M 014" ENVIRON SURCHG LD C'T CSI t� s. r Ln toad Arriva:jgb site Start discharge 'Finish discharge Leave job site Arrive plant Subtotal , 15_ tl ('f TOTAL Additional water added to this concrete will reduce its strength. Any water added is at customer's risk. Gallons of water addeqi`--05!0 Gallons of water added: _ Gallons of water added:._ IAmt of CY Retained:_ Customer Approval-,J Customer Approval: Customer Approval; I Customer: Approval: Tested Tested properly Authorized and received by ❑Yes ❑io El yes ❑[ No I No. 71466591 x 1k..._TI. 1 Safety is.a constant state of mind, with every employee feeling responsible and empowered to act to cause him and others to work safely, on the belief that all accidents are preventable and that zero incidents is the only goal. Lot: Block: RECEIVED DCTI7 2015 Address: Correct Not Correct r110nftAao /`nov TITAN FLORIDA LLC _ TERMS AND CONDITIONS ,OF - I. All sales will be subject to these wmsand conditions ("Contract") and, if buying on,CfL,..„ .j Buyer's credit agreement with Seller, incorporated herein by reference: all other terms, including any terms contained in Buyer's purchase oriier, 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 accddrdancewith the laws of thestate 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 terrus: Net the last day of themonth following the monthof delivery, with it deduction, retainage, set obi' or charge backs. A cash discourit of I % 10" proximo may be deducted if no previous balancesare past due. Interest at the lesser of 1'/,%o per month or the maximum rate allowed by law will be imposed on outstanding and delinquent invoices from the date of delivery until paid Buyer will pay to Seller all applicable federal, stateand local sales and use taxes. in addition to any other available rights and remedies, Seller will be entitled to recover from Buyer all costs of collection and litigation including,. but not limited to, reasonable attorneys' fees. Seller reserves the right to require ayments 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 f nancial status of Buyer becomes impaired or deemed unsat- isfactoryto Seiler. Failure of Seller to exercise any of its rights will not be deemed a waiver of any such right. 3. Regular delivery hours are 7:00 a.m. - 5:00 p.m., Monday through Friday. An additional charge may be added for deliveries outside of these hours and for any waiting(nnloading periods in excess of 60 minutes. Prices are based on fall loads; an additional charge will apply to loads of less than seven cubic yards. The minimum load for each delivery is P/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 providesuitable 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 v{ill: 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,rentm charge per truck for, (i) orders not cancelled at least one hour prior to delivery time; (1i) 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 "formnreasurement" 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 responsiblefordetermining 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 tomeet this limited warranty; within one year after delivery thereof. Seller will uphold its warranty obligations under Florida statute 71003, as applicable. ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED, INCLUDING WITHOUT LIMITATION THE WARRANTIES OF MERCHANTABILITYAND FITNESS FOR A PARTICULAR PURPOSE, ARE HEREBY EXPRESSLY EXCLUDED. THE REMEDY SET FORTH iN THIS SECTION 8 WILL CONSTITUTE `rHE SOLE. REMEDY OF BUYER UNDER THIS LIMITED WARRANTY. 9. Seller will not be responsible for Slump,strength or quality of any concrete to which water or other material has been added by or on behalf of Buyer. Buyer will be responsible to see that the concrete is handled in accordance with best construction practices. Seller has no control over the placing or handling of concrete after unloading. and does not guarantee the finished work in which it is used. Buyer will be responsible to prevent concrete after unloading from coming into contact withany material, such as aluminum, which may adversely impact concrete strength. l0. Buyer will furnish any admixtures or ingredients it desires that are not regularly supplied by the Seller in the: marketplace. Buyer will be solely respon- sible for the effect of such admixture or ingredients on the concrete. Any extra product which may be required in excess of the mix design quoted, or which may be required to provide workability; strength, setting time or water/cement ratio, will result in an additional ingredient charge payable by Buyer. 11. Concrete will he batched and delivered in accordance. with ASTM C-94. Concrete temperature will be dictated by the environmental and material condi- tions at the time of delivery. Any requirement beyond these conditions will require. the implementation of emurolled 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 INCLUDIN WITHOUT LIMITATION, ANY DAMAGES RELATED TO DELAY, WHETHER BASED ON STATUTE, TORT. CONTRACT,O(tOTHF, WISE, AND WI fETH ER OR NOT ARISING FROM SELLER'S NEGLIGENCE, STRICT LIABILITY OR FAULT. INNO EVENT WILL. SELLER 13E RESPONSIBLE FOR DAMAGE DUB TO THE ACTIONS OF OTHERS OR THE FAILURE OF BUYER TO COMPLY WITH ITS OBLIGATIONS. SELLER'S LIABILITY FOR ANY CLAIMS WILL BE LIMITED TO THE PURCHASE PRICE OF THE GOODS SOLD UNDER TIIIS CONTRACT. 1.4. Notice, All notices to Seller will be sent in writing to the sales office issuing the price quotation; with a copy to Credit Department, 455 Fairway Drive, Deerfield Beach, FL, 3 344 1. 1. 15, Severability. The unenforceabil ty of any provision of this Contract will not affectthe 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 P@I2T1 AND4iEMENT. FRESHLY MIXED CONCRETE MAY CAUSE SKIN IRRITATION OR INJURY. AVOID CONTACT WITH SKIN WHERE T OSRIBL F WASH' EXl'OSFD AREAS PROMPTLY WITH WATER. IF ANY MIXTURES GET INTO THE EYE, RINSE IMMEDIATELY WITII WATER AND GET PROMPT MEDICAL ATTENTION. KEEP OUT OF REACH OF CHILDREN. MATERIAL SAFETY DATA SHEETS'(MSDS) ARE AVAILABLE AT W W W.TITANAMERiCA.COM. Rev'd 2-OB Planning & Development Services Building & Code Regulation Division 2300 Virginia Ave Fort Pleme, FL 34982 772.462-2172 Fax772-462.6443 CERTIFICATE OF TERMITE TREATMENT CONSTRUCTION SOIL TREATMENT PERMIT*: 606' o5143 JOB ADDRESS: BUILDER/CONTRACTOR: PEST CONTROL CONTRACTOR: PEST CONTROL LICENSE #: ��ctgo Inc c, Ave- &L " 34, -T I 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: ail bY, Chemicals used: &Xllfne Percentage of solution: ,off/ Total gallons used: 'aoo Date of Treatment: fo •DV-v5 _Footing _1" Treatment _Re -Treat _Driveway 1fit Treatment Re -Treat _Other . _e Treatment —Re-Treat Time of Treatment: 91 s t 5 ?C Slab _ C/ 1" Treatment _Re -Treat _Pools _i-* Treatment _Re -Treat _perimeter for Ana l Inspection !K4 �l Sign ture cterminator Note: There must be a completed form for each required treatmentorre-treabnentand th/sform mustbe on thejob site to be pfdred up by the Inspector at dme of each Inspection or the scheduled Inspeddon wilt &I and a•re-Inspectfon fee charged. FBC104.2.6 OvUfieate ofprotecdve Treatmentforprevenbon oftermttas. A waabherreshlantjobsite posdngboard shall be pmvlded to receive duplicate Treatment CLIVAtates as each required protedwe tieabnentIS completed; providing a copy for the person the permit Is Issued to and another copy for the buflding permit files The Treatment Cerdficaw shall provide the, product used Identitya(d a applicator, time and date of the treatment, siteloratfon, area treated, dhemicalisedpereentconontradoliandnumberafgallonsLwct tb establish a ven0able record of protective treatment tfthe soli cheml al bamermebhod fortelmfte prevenbron lsaad, final avtadorbwtm-OntshalI be completed prhrio final bullding approval. St Lucie County requires for the final Inspection for CO, a Permanent•Sticicer to be placed on the electrical panel box cover, listing all the treatments and dates of applications. BRADEN 6 BRADEN, A. I. A., P. A. 9Irchilecl5 & nllanners 417 COCONUT AVENUE, STUART,, FLORIDA 3499E TELEPHONE: (772) 2B7-E256 FAX (772) 297-9283 AAC-000032 St. Lucie County Building Department Permit* 1506-0543 RE Address: 13990 Dalia To whom it may concern, Please note, the balla,rd shall be 4". ST. LUCW-'4�' COUNTY Ituli'P1NC DMSION REVIENVED FOR CO,NIPPAKE REVIEWED BY QVf� DATE 28� PLANS A11D PEKIIIIT MUST BE KEPT ON JOB OR NO NSPECTION WILL BE MADE. THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY COP,RECTIONS REQUIRED BY FIELD INSPECTORS THAT i' MAY BE NECESSARY IN ORDER TO. COMPLY 6YIT H ALL APPLICABLE CODES, If you ave any questions please feel free to call me at (772) 287-8258. Th ou, D Braden Braden & Braden AIA PA August 10, 2015 JOSEPH E. SMITH, CLERK OF TH 4RCUIT COURT - SAINT LUCIE COUNTY FILE 8 4086612 OR BOOK 3762 __ GE 1912, Recorded 06/30/2015 at -,A rn U AMU RECORDING -RETURN N: 1 PfRMITNUMBE& L ILia$Imrc u.bhnW lnnrnrrdinViuln NOTICE OF COMMENCEMENT J The undersigned hereby given notice that improvement will be made to certain zeal property. and in accordance with Chapter 713, Florida statutes the following information is provided in the Notice of commencement. 1. DESCRIPTION OF PPOPERTY (Legal description and siren address) TAX FOLIO NUMBER: .1 306-1 1.1 — 0 0 0 1 —4100 /D all that 1. GENERAL DESCRIPTION OF IMPROVEMENT:, I y 3. OWNER INFORMATION: a. Ms.,Wy�'1 c7' I_CorPo wZi t i on b. Address 8000 S USl Suite 402, PSL, FL 34952 c. interest in property d. Name and address of fee simple titleholder (if athcr than owner) 4.CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: Wynne Development Corporation 8000 S. US1 Suite 402 PSL Fr 34952 772-878-5513 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: 7. Persons wish,. ma State of Florida designated by Owner upon whom notices or other documcnis may be served as provided by Section 713.13 (1)(0) 7., Florida 5tamtu: NAME, A DDRE5S AND PHONE N UMBER: Tom Lee Spanish Lakes Blvd. Ft. Pierce, FL S. In add man to himself or mend I. Owner designates the following so receive a copy of the Li error's Notice as provided in Section 713.13 (I)(b). Flonda SIB W tea: NAME, ADDRESS AND PHONE NUMBER: 9. Expiration date of notice of commencement (the expiration date is I year from the date of recording unlm a different it.,. is speei red) ._.70_ 95 201- 0590 -Matthew Lyle Wynney'c—PrPaident Sign ure of Ownlror Print Name and Provide Signatory's Titl,fORea Owner's Authorized O,,cedDtrector)Portner1Manager Slat, of Florida County of sr r Oc7le The foregoing instrument was aeknowleciged before me this 29 t day of Tt' 20=i 5 By Matthe Lvle Wynne .as rsweer uome recU (Name of peon) (TYPe of out onsy...e.gtrustee . beer. , a yin Fm WY ne Building Corporation (Name of party on behalf of whom instrument was ticccuted) Personally Known_Y on produced the following type of t0 9� MF4tz y2 L rS MYWWiB50H1yF1CA11 t n '.roof Not Pob Ico. FXP6IEB. Ft4uRY��tY (Primed Name of Nomy ublie) �Sg +rY B.ds7anwlarnWsbrn.. Under penalties of perjury. I declare that 1 have read the foregoing and that the facts in it are we to the best of my knowledge and belief (section 92.525, Florida Statutes). Signatuse(s) of Owner(s) or Owner(s)' Aulhocieed OfBcer/Direclar/Partner/Mamger who signed shove: By: . By R[..OVNVI WIIa[mrOmrl STATE OF FLORIDA ST. LUCIE COUNTY THIS IS TO CERTIFY THAT THIS IS A TRUE AND CORRECT C Y OF THE ORII INA /f E. SMIT yyy DeputyCl rk Date:AUN 3 0 2015 1. �° WYNNL JUILDING CORPORATION - 8000 South U.S. #1 Suite 402 Port St. Lucie, FL 34952 Spanish Lakes Communities Division Port Saint Lucie August 24, 2015 To: St. Lucie County Building Department Attn: Permitting and/or Plan Review Re: 13990 Dalia Permit # 1506-0543 To Whom It May Concern: Miami Division Miami In regards to the above permit, the mobile home that was located on the lot was moved to 21 Maya in our Spanish Lakes One park. 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 BRADEN & BRADEN, A. I. A., P. A. 97rchaect5 & (PTanners 417 COCONUT AVENUE, STUART,, FLORIOA 34996 TELEPHONE: C772) 2B7-S25B FAX (772) 2B7-B2B3 #AAC�000032 St. Lucie County Building Department Permit #: W—avkti I N ltE Address: 13990 Dalia To whom it may concern, Please note, The concrete strength of the slab shall be 2,500 psi. If you have any questions please feel free to call me at (772) 287-8258. Thank it B. Braden & Braden AIA PA RECEIV7D AUG 0 6 2015 July 29, 2015 BRADEN 6 BRADEN, A. I. A., R. A. Wrchifecf.S & of Tanners 417 COCONUT AVENUE, STUART,, FLORIDA 34996 TELEPHONE: C772) 2S7-B25B FAX (772] 267-62B3 MAAC-000032 St. Lucie �ounty.nilding Department Permit #: 50J6.05'43� RE Address: 13990 Dalia To whom it may concern, Please note, The concrete strength of the slab shall be 2,500 psi. If you have any questions please feel free to call me at (772) 287-8258. Th Y � D 1 R Braden V Braden & Braden AIA PA 4 July 29, 2015 Plan Review# /S06 Os53 c� 2009INTERNATI0NAL Qate g�G//S - RESIDENTIAL CODE® 3 Valuation; 2 % 4 FOR ONE Alp TWO FAMII Y DWELLINGS ` Fee f ✓ x ' 0�.4 xc � fd,a � y � iD PLAN RENEW REGOell ti JURISDICTIONyGl¢rlrnrJ Y = t M -2 "+ � t �� •� &� ;":v r, r fo�iY C�fintyaT�,wnS;(+rp e'tc:)h'�xi�" ` -" � cE ,h'�s' ' �� . '" §5)P � 6 BUILD�NG`DES\`GRIPTNdON rN> jf/ (yr i•`FAY+tt+C7� t�u/+3 i✓ a � y , z .$ c !!1 "y F iaTf{. �!N'+s 1-' 2��1+- '�,t�"Ri^' i 'S' A •T ].% {� 1'S b� �L "'Y 2�9 {' 1.�Y }X$Y �� h �(-� j })<.' Sf { S..' 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BUILDING PLANNING (Chapter 3) DESIGN CRITERIA [Table R301.2(1)] / Floor live load (Table R301.5) 8/ psf Roof live load (Table R301.6) psf Ground snow load /V f' psf Basic wind speed ph Wind exposure category (R301.2.1.4) High wind design criteria applicable (R301.2.1.1) 1 Seismic design category (SDC) [Figure R301.2(2)] ¢VIA SDC C&D provisions (R301.2.2) 1L M Weathering Frost line depth Njy Termite area Decay area Winter design temperature Ice barrier underlayment required r✓ 19 Flood hazards __ __ r✓ /�+ FIRE-RESISTANT CONSTRUCTION (R302) Af%4 Exterior walls (R302.1, Table R302.1) N 4 Townhouse separation (R302.2) rV /A Continuity and structural independence (R302.2.1, R302.2.4) 144 Parapets and construction (R302.2.2, R302.2.3) ROOM PLANNING REQUIREMENTS (R303 through R305) N 0 Two-family dwelling separation (R302.3) T.,, r Dwelling unit penetrations (R302.4) Dwelling/garage opening/penetration protec- tion (R302.5) 1,v.; P Dwelling/garage fire separation (R302.6) at 9 Under -stair protection (R302.7) Wall and ceiling finishes (R302.9) :2Flame spread index (R302.9.1) 7Smoke-developed index //(R302.9.2) Testing (R302.9.3, R302.9.4) (Insulation (R302.10) Ito,"' Flame spread/smoke-developed (R302.10.11 R302.10.2) Cellulose loose -fill and exposed attic insulation (R302. f0.3, R302.10.4) % Testing (R302.10.5) Fireblocking(R302.11) ivJP Draftstopping (R302.12) a �g Combustible insulation clearance (R302.13) Use Area ft2 Width Average ceilin t Minimum ceilin t Natural* light Natural ventilation' Living 120 T-0" T-0" 5'-0" 8%floor area - 4%floor area Dining 70 7'-0" 7'-0" 5'-0" 8% floor area - 4% floor area Kitchen N.A. N.A. T-0" 5'4)" 8%floor area 4%floor area Bedroom 70 T-0" T-0" 51-0" 8%floor area 4%floor area Bathroom N.A. N.A T-0" 5'—d' 3 square feet 1112 square feet See Sections R303.1 & R303.3.for mechanical ventilation and artificial light t 8'-S' mlnin/att lumbing fixtures and for non -habitable basements. 7"� Required heating (R303.8) GLAZING (R308) SANITATIQN (R306 and R307) �� Water closet Lavatory Tub or shower tom/ `Kitchen area with sink P/ Sanitarysewer(Chapter30) iv 4 Private disposal (Appendix 1) -3- a ^'S9 Identification (R308.1) ® lfel Louvered windows or]alousies (R308.2) Human impact loads/hazardous locations (R308.3, R308.41 ;V Skylights and sloped glazing (R308.6) GARAA ES AND CARP i3U1LDI1VG PANiVING (cone-d,) P/ ORTS (R309 Floor surface ) ? (R309. y) a nOnOpmbustible; sloped AUTOMATIC FIRE l� Car ped floor SPRINKLE Port; open two sides• no floors; Sloped floor Townhouses R SYSTEMS (R313) slo or (R309 2� °mbustible (R3>3.1) Automatic One- E R3Ro ENCY ESCAP rage door opener (R309.4) SMOKE ALARMS and two lamilY dwellings (R313, 2) E AND / (R314) Where RESCUE OPENINGS fti Referenced standards required (R370. y) s P cation (R314.1, R314.2 t Are �1 p� and interconnectio ) . R310.eight, width, operations - wers n (R314.3) (R310, y, y _ CgRB ource (R374.4) Window wells (R310.2 E80 MONOXIDE ALARMS N UnderBars,grilles, covers and screens /✓ / New construction (R316. )15) decks and (R310.SR370.4) �� Existing construction(R315.2) MEgNs Porches OF EGRESS (R311) ) ` Referenced stand FOgM PLASTIC and (R375 3) General y) (R317. (R302. Egress 3, R316) door (R311.2) Labelin9 (R3162) Landings at °� Surface N R311,3,3) exterior doors (R311.3- appro aurnin 3 arrier, specific 9. thermal b Vertical DECAY (R316. Ral ri/ 1, egress (R317.4j Const (R317gND TERMIT ruction an R318) E PROTECTION Hallways (R311. )attechrnent (R311.5) Protection R3re (Table Stairway width 8 >) quires - R317, lieadroorn, w R307.2(y) R317 y 7.3) alkline (R311.7 y Qualit Y mark (R37 - Stairway landings (R311.75 R3�> j6)walking surfaces N�t Handrails required (R31177 Handrail height co ) y (R311.nti 77j nuity, grip i _ Sta, R31>.7.73) size rway illumination (R303.6, R311.7,g Special stairways (R311.7•9 ) IAR Ramp slope landings. handrails (R311.8 ) kRequired for and �aen-sided surfaces, stairs, sa ndin grade (R312gs ' 30,,above 36" (R3122) limitations (R312.3) SITE ADD 7.2 and R318.1.1) ADDRESS (R319) ACCESSIBILITY vI J nt19.1J (R320) Type B dwelling 9 units applicable 4/,� RS/PLATFORM LIFTS (R321) (R320, y) FLOOp Referenced standards (R32j y R32y 3 REST NT CONSTRUCTION ) General (R322.1) (R322) 8azard area and re - eR3 9.3, R322.2, R322.3) nts (R30y2.4, 9n professional (R32236) S'OORRM SHELTERS (R323) � General and referenced standard (R323 1) me )UNDR,TIONS (Chapter 4) MATERIALS (R402) Concrete foundation walls (R404.1.2) � M ood foundations (R402.1) i�rJ'+ Wall height, unbalanced backfill, nominal thickness (Tables R404.1.2(2) - Concrete, compressive strength (R402.2) R404.1.2(8), R404.1.5.2] FOOTING 403) oil bearing value (R401.4, R403.1) noting width (see page 5) Footing edge thickness = 6" minimum; footing projection = 2" minimum, but <_ footing thickness (R403.1.1) / Y /4 Footings in SDC C or D (R403.1.2, R403.1.3 and R403.1.6.1) 7IvJ +P Depth below (outside) grade = 12" minimum; but below frost line except for frost pro- tected footings.(R403.1.4, R403.1.4.1 and R403.1.4.2) /V 14 Sill plate bolting in concrete/masonry =1/2" di- ameter bolts, within 12" but not less than 7 bolt diameters from corner, 7" embedment (R403.1.6) Footings adjacent to slopes (R403.1.7) f✓ [4 Frost protected shallow foundations (R403.3) Footings for precast concrete foundation (R403.4) r� Horizontal and vertical reinforcement size and spacing (Tables R404.1.2(1) - R404.1.2(8), R404.1.2.2, R404.1.2.3.7] l� l Stay -in -place forms (R404.1.2.3.6.1) IV /�'r SDC C and D provisions (R404.1.2.4, R404.1.4) d"/ M Height above finished grade (R404.1.6) I'y t7A Sill plate size (R404.3) Al- Lp Precast concrete foundation walls (R404.5) Drains required if habitable or usable spaces / are below grade* (R405) Soil class (Table R405.1) Dampproofing if basements are below grade* (R406.1) (� (A Waterproofing if high water table* (R406.2) * If uninhabitable, see Under -Floor Space (R408) COLUMNS (R407) Protection from decay or corrosion (R407.1 and R407.2) FOUNDATION WALLS (R404 - R406) /V Structural requirements (R407.3) Masonry foundation walls (R404.1.1) /v Anchorage (R407.3) Wall height, unbalanced backfill, nominal N fF4 Wood columns (minimum 4" square) (R407.3) thickness (Tables R404.1.1(1) - R404.1.1(4), R404.1.5.1] Steel columns minimum 3"diameter, Schad - Reinforcement size and spacing e1e�10 pipe Rk97.�1 [Tables R404.1.1(2) - R404.1.1(4)] TABLE R403.1 MINIMUM WIDTH OF CONCRETE, PRECAST OR MASONRY FOOTINGS finches)a LOAD -BEARING VALUE OF SOIL s 1,500 2,000 3,000 >_ 4 000 Conventional li ht-frame construction 1 -story 12 12 12 12 2-story 15 12 12 12 3-story 23 17 12 12 44nich brick veneer over II ht frame or 8-Inch hollow concrete mason 1-sto 12 12 12 12 2-story 21 16 12 12 3-storV 32 24 16 12 8-inch solid or fully grouted masonry 1-story16 12 12 12 2-story 29 21 14 12 3-story 42 32 21 16 For SI: 1 Inch = 25.4 mm, 1 pound per square foot = 0.0479 kPa a. Where minimum footing width Is 12 inches, a single wythe of solid or fully grouted 12—Inch nominal concrete masonry units is permitted. -5- `FOUNDATIONS (cont'd.) UNDER -FLOOR SPACE (R408) Ventilation (R408.1 and R408.2) Unvented crawl space (R408.3) Access (R408.4) FLOORS (Chapter 5) WOOD JOISTS AND GIRDERS (R502) �1,4 Species and grade (R502.1) !✓ !� Joists — Sleeping areas, LL= 30 psf (fable R502.3.1(1)] )� Joists — Nonsleeping areas, LL = 40 psf (Table R502.3.1(2)] /V 1A l'v le9 MWA Removal of debris (R408.5) Finished grade (R408.6) Flood resistance (R408.7) PARTICLEBOARD UNDERLAYMENT (R503.3) Grade (R503.3.1) Thickness (R503.3.2) Ihstallation [Table R602.3(1)] TREATED -WOOD FLOORS (ON GROUND) (R504) Cantilevered joists (Tables R502.3.3(1) and Base course: 4" thick with maximum 3/," R502.3.3(2)] gravel or 1/," crushed stone (R504.2.1) Girder spans and header spans for exterior Moisture barrier: placed over base course bearing walls [Table R502.5(1)] (R504.2.2) Girder spans and header spans for interior bearing walls (Table R502.5(2)] Materials (R504.3) Nlr^ Joists under bearing partitions (R502.4) STEEL FLOOR FRAMING (R505) NI Bearing (1.5"minimum on wood or metal; 3" on Cold -formed steel; applicability limits; in -line masonry or concrete) and lapped joists (3") framing (R505.1) / (R502.6, R502:6.1) /y�� %� Structural framing (R505.2) ry �� Lateral restraint and bridging (R502.7, ��j_ Material (R505.2.1) R502.7.1) ✓�/�Dntnngattd„utcltmg(R5 Identification (R505.2.2) ,IV fA Fastening (R502.9) /N (A Framing of openings (R502.10) N) Wood trusses (R502.11) ,1✓ / Draftstopping (R502.12) LUMBER FLOOR SHEATHING (R503.1) Allowable span (Table R503.1) End joints (R503.1.1) WOOD STRUCTURAL PANEL SHEATHING (R503.2) Grade (R503.2.1) Thickness (R503.Tab Allowable spans (Tables R503.2.1.1(1) and R503.2.1.1(2)] Installation [Table 602.3(1)] Corrosion protection (R505.2.3) Fastening (R505.2.4) Floor construction (R505.3) CONCRE 1E FLOORS (ON GROUND) (R506) ice/ Thickness: 31/2" minimum; Concrete strength (R506.1) Support: prepared subgrade; maximum earth fill = 8"; maximum sand or gravel fill = 24" Base course: 4" graded with 2" maximum aggregate (R506.2.2) l "15 to Vapor retarder (R506.2.3) NSF' Reinforcement support (R506.2.4) 10 _L CONSTRUCTION (Chapter 6) GENERAL (R601) ✓/ Design (R601.2) =Component and cladding wind loads d , / (Table R301.2(2)J 9_ � / Ff Vapor retarders (R601.3) WOOD CONSTRUCTION (R602) Construction [Figures R602.3(1) and R602.3(2)] Iy P Stud grade (R602.2) N Exterior walls (R602.3) Stud spacing [R602.3.1, Table R602.3(5)] Interior load -bearing walls (R602.4) Interior nonbearing walls: 2" x 3" at 24" o.c. or 2" x 4" flat at 16" o.c. (R602.5) r✓� P Drilling and notching —studs (R602.6) /y� G Drilling and notching —top plate (R602.6.1) Headers [Tables R502.5(1), R502.5(2), R602.7.2 and Figure R602.7.27 Fireblocking (R602.8, R302.11) �'"'%Srf Cripple walls (R602,9) Wall bracing, braced wall lines, lengths, connections, support and joints (R602.10, R602.10.1, R602.10.3, R602.10.6 - r R602.10.8) jj [Table R602.10.1.2(1)J N(l Bracing based on SDC [Table R602.10.1.2(2)] I� Intermittent bracing methods (R602.10.2, Table R602.10.2) Continuous sheathing (R602.10.4, R602.10.5) N t/f Bracing for SDC C and D (R602.10.1.4.1, R602.10.1.5, R602.11) Wall bracing for stone and masonry veneer (R602.12) STEEL WALL FRAMING (R603) n � General(R603.i) /// / (/ /T771 Structural framing (R603.2) -7- Material (R603.2.1) Identification (R603.2.2) Corrosion protection (R603.2.3) Fastening (R603.2.4) Wall construction (R603.3 - R603.5) Headers (R603.6) Studs, tracks and structural sheathing (R603.7 - R603.9) SHEATHING (R604 and R605) Wood structural panels (R604) G f ° Particleboard (R605) MASON ONSTRUCTION (R606 - R610) General design (R606) N /A DC C and D (R606.12) !// Unit masonry (R607) / `1A Multiple wythe masonry (R608) Grouted masonry (R609) 1"0"64 Glass unit masonry (R610) EXTERIOR CONCRETE WALL CONSTRUCTION (R611) Applicability (R611.2) Concrete wall systems (R611.3) forms (R611.4) Materials, construction details (R611.5 - R611.10) EXT�WINDOWS & DOORS (R612) General; window sills; performance; testing and labeling (R612) STRUCTURAL INSULATED PANEL WALL CONSTRUCTION (R613) Applicability (R613.2) Materials (R613.3) Wall panels, construction details (R613.4 - R613.10) WALL COVERING (Chapter 7) INTERIOR WALL COVERING (R702) N /A Plaster material (R702.2) N f fi/ Plaster support (R702.2.3) Gypsum board material (R702.3.1) !dl/jf Gypsum board support, application and fastening (R702.3.2 - R702.3.8) v Ceramic file (R702.4) /`✓ A Other finishes (R702.5 and R702.6) EXTERIOR WALL COVERING (R703) r/RIWater-resistive barrier (R703.2) Al Id Wood siding (R703.3) N I,$ Attachment and minimum thickness (Table R703.4) GENE R801) esign N L��Wood shakes and shingles (R703.5) 6/ Exterior plaster (R703.6) Al o% Stone & masonry veneer (R703.7 & Figure R703.7); Steel angle lintels-4" minimum tl bearing each end (R703.7.3) / - 07 Veneer ties:.#9 U.S. gage wire or #22 U.S. gage by 7/8" corrugated metal; 24" o.c. maximum horizontal spacing; 2.67 square feet maximum area supported (wind > 30 psf and SDC C or D, maximum area = 2 square feet) (R703.7.4.1) /'/M Flashing (R703.7.5 and R703.8) j`' / /7 Exterior insulation and finish systems (R703.9) / " 114 Fiber cement siding (R703.10) N A Vinyl, siding (R703.11) ROOF -CEILING CONSTRUCTION (Chapter 8) (R801.2 and R801.3) Component and cladding wind loads (Table R301.2(2)] ROOF FRAMING (R802) 0" �A Fire -retardant -treated wood (R802.1.3) IiVItf Framing details (R802.3) /V Collar ties (4' o.c., in upper third of attic) (R802.3.1) f Purlins (2" x 4" at 4' o.c. minimum) (Figure R802.5.1, R602.5.1) f /✓SP Bearing (R802.6) Cutting and notching (R802.7) flvSP Engineered wood products (R802.7.2) /wff Lateral support and bridging (R802.8) Framing of openings (R802.9) Wood trusses (R802.10) f'd�J'p Roof tie -down (R802.11) CEILING JOISTS [Tables R802.4(1), R802.4(2)] Without attic storage, LL = 10psf With attic storage LL = 20psf Spacing Species Grade Span Size RAFTERS [Tables R802.5.1(1) - R802.5.1(8)] Ground snow load/LL = 20psf Controlling design (LL or snow) Ceiling not attached/ceiling attached Spacing Species Grade Span Size HclHR; Adjustment factor ROOF SHEATHING (R803.2) hThickness TW allowable stresses/grading Allowable spans [1 sble R503.2.1.1(1)] J NSP Installation (R803.2.3) 10 ROOF -CEILING; CONSTRUCTION (cont'd.) STEEL ROOF FRAMING (R804) General (R804.1) Roof construction (R804.3) 9 Roof tie -down (R804.3.9) Structural framing (R804.2) ROOF VENTILATION (R806) Material (R804.2.1) ✓VEVentilation requirements (R806.1-R806.4) identification (R804.2.2) /4ATT,ICESS (R807) Corrosion protection (R804.2.3) d® Access requirements (807.1) Fastening (R804.2.4) ROOF ASSEMBLIES (Chapter 9) ROOF C SIFICATION (R902) Roof covering materials (R902.1) WEATHER PROTECTION (R903) R Flashing(R903.2) f✓ & Coping (R903.3) 4/4" Roof drainage (R903.4) N �A, Hail exposure (R903.5) MATERIAL-(R904) Compatibility; specifications; physical characteristics; identification (R904.2 R904.4) REQUIREMENTS FOR ROOF COVERINGS (R905) /,//If Slate and slate -type shingles (R905.6) i✓ fA Wood shingles (R905.7) Wood shakes (R905.8) M1W Built-up roofs (R905.9) Metal roof panels (R905.10) f /9 Modified bitumen roofing (R905.11) Al' 61 Thermoset single -ply roofing (R905.12) 1y Thermoplastic single -ply roofing (R905.13) r� ®E Sprayed polyurethane foam roofing (R905.14) N Liquid -applied coatings (R905.15) ROOF INSULATION (R906) A--*'14 General (R906.1) %✓�i As halt shingles(R905.2) RFRnnF_wr Am) Clay and concrete til&(R905.3) Materials and methods (R907.1) Y 14 Metal roof shingles (R905.4) � Structural support (R907.2) fA Mineral -surfaced roll roofing (R905.5) Recover vs replace (R907.3) CHIMNEYS AND FIREPLACES (Chapter 10) MASONRY FIREPLACES (R1001) Construction (Figure R1001.1 and Table R1001.1) SDC D reinforcing/anchorage (R1001.3 and P R1001.4) Firebox walls and dimensions (R1001.5 and R1001.6) Steel fireplace units (R1001.5.1) Lintel (noncombustible) (R1001.7) Hearth extension material (R1001.9) Hearth extension (R1001.10) Fireplace clearance (R1001.11) Fireblocking (R1001.12) MASONRY CHIMNEYS (R1003) Construction (Table R1001.1, R1003.2, IVA�R1003.3, and Figure R1001.1) Corbeling (R1003.5) 0 CHIMNEYS AND FIREPLACES (cont'd.) Changes in dimension (R1003.6) Chimney clearance (R1003.18) Additional load (R1003.8) Fireblocking (R1003.19) Termination (R1003.9) Chimney crickets (R1003.20) Spark arrestors (R1003.9.1) FACTORY -BUILT FIREPLACES (R1004) Wall thickness; >_ 4" (R1003.10) Listed and labeled (R1004.1) F e lining - material/installation (R1003.11 1'�/,� Installation (R1004.2) and R1003.12) �+„ Multiple flues (R1003.13) FACTORY -BUILT CHIMNEYS (R1005) Flue area (appliance) (R1003.14) Flue area (masonry fireplace) (R1003.15) Inlet (R1003.16) Cleanout opening (R1003.17) Listed and labeled (R1005.1) Installation (R1005.3 and R1005.4) EXTERIOR AIR SUPPLY (R1006) r t? Intake size (R1006.2, R1006.4) ENERGY EFFICIENCY* (Chapt r 11) r,eCompliance; material and equipment wilding envelope (N1102) (N1101.2, N1101.3) Mechanical systems (N1103) Climate zone (Table N1101.2) 'See energy conservation plan review, record MECHANICAL (Chapters 12-23) l fv5f Appliance labeling (M1302, M1303) ev ppliance installation (M1307) cooling equipment; heating g load calculations (Chapter 14) Exhaust systems (Chapter 15) Duct systems (Chapter 16) A/ (A Combustion air (Chapter 17) ✓`��1� Chimney and vent location and terminations (Chapter 10 and Chapter 18) Boilers/water heaters (Chapter 20) /`� 4A Hydronic piping (Chapter 21) tv 444 Special piping and storage systems (Chapter 22) /,/ ltt4 Solar systems (Chapter23) / S Penetrations of fire -resistance rated assem- blies (R302.4, R3.02.5) FUEL GAS (Chapter 24) Application (G2401.1) Clearances (G2409) General regulations (G2404) _ Electrical and electrical bonding (G2410, Appliance location (G2406) G2411) Air requirements (G2407) Pipe sizing (G2413) Installation (G2408) Piping materials (G2414) 5182 FUEL GAS (cont'd) Piping installation (G2415 and G2419) _ Venting (G2426 - G2429) ^-f-,-� Piping support (G2418 and G2424) Ill Misc appliances (G2423, G2425, G2430 - cJ�V� Valves, controls, connections (G2420, G2421 G2453) and G2422) PLUMBING (Chapters 25-33) Water service location and depth (P2603, P2604) /&'S / Sanitary and storm sewer location and depth (P2603, P2604) % ""Pf Piping support (Table P2605.1) %NS Listed plastic materials (P2608) Ns� Plumbing fixtures (Chapter 27) r S ` Water heater size and location (Chapter 28) f a Water supply and distribution system design f and calculations (Chapter29) r Dwelling unit fire sprinkler systems (P2904) NFPA 13D system (172904.1) Sprinkler coverage (P2904.2.4) Piping materials (P2904.3) fu_—Flow rates (P2904.4.1, P2904.4.2) Water supply capacity (P2904.5.2) Pipe sizing (P2904.6) Drain, waste and vent pipe sizing and riser diagram (P3004, P3005, Chapter3l) MIA Sumps and ejectors (P3007) Al %f Backwater valves (P3008) /4Temperature rating fvSP Fixture traps (P3201) (P2904.2.1, P2904.2.2) (A Storm drainage (Chapter33) Freezing protection !p sP Penetrations of fire -resistance rated assem- (P2904.2.3) blies (R302.4, R302.5) ELECTRICAL (Chapters 34-43) Penetrations of fire -resistance rated assem- Wiring methods (Chapter 38) blies (E3402.2) / �fP Required lighting and receptacle outlets NS�sted and labeled materials (E3403) (E3901, E3903) :rvice equipment and location (E3405, E3601, E3606) :rvice size and load calculations (E3602) e fault current (E3606) grounding (E3607) Fequired branch circuits (E3703) eeder requirements and load calculations (E3704) i' S' Ground -fault and arc -fault circuit -interrupter protection (E3902) Devices and lighting fixtures (Chapter 40) / f-5!"o Appliance installation (Chapter41) Swimming pools (Chapter42) Class 2 remote -control, signaling and power -lim- ited circuits (Chapter 43) MANUFACTURED HOUSING USED AS DWELLINGS (Appendix E) N 4L Provisions adopted (R102.5) 7 `" ( Compliance with Appendix E verified -11- RADON CONTROL MEASURES (Appendix F) Provisions adopted (R102.5) Compliance with Appendix F verified SWIMMING POOLS, SPAS AND HOT TUBS (Appendix G) Provisions adopted (R102.5) Compliance with Appendix G verified PP)TIO COVEWS (Appendix H) % Provisions adopted (R102.5) j I Comp' nce with Appe ix H verified PRIV TE SEWAG DISPOSAL ppendixVthAppendix 1 Provisions adopted (R10 .5) Compliance I verified I 1 ('p EXISTI. G BUILDINGSiAND S UCTURES ( pendi j Provisions adopted R102.5) Co pliance wit ppendix J erified SOUND TRAIV MISSION (Appendix /ewith I Provisions adoJed (R102.5) t CompIla Appendix K verified N0MF-DAY CARE—R_2 QCCI IPANCV (Appendix Provisions adopted (R102.5) Compliance with Appendix M verified -12- WYNNE BUILDING CORPORATION 8000 South U.S. #1 Suite 402 Port St. Lucie, FL 34952 -Spanish Lakes Communities Division Port Saint Lucie P'cOVIc, 1UL � 5 2Q15 Lp�xt,i„ �`. LUCIL• July 7, 2015 To: St. Lucie County Building Dept. Attn: William Durden Re: 13990 Dalia Permit # 1506-0543 In regards to the abovementioned permit, the Roof Underlayment that will be used is Titanium UDL-25 Plus - NOA# 14-0603.18. If there are any pueotions, I can be reached at (772) 878-5513. Thank you, Miami Division Miami i Matthew L e nne - V.P. Telephones: PortSaint Lucie (772) 878-5513 Miami (305) 235-3175 OD DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Interwrap, Inc. 32923 Mission Way Mission, BC, Canada V2V-6E4 MIAMI-DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786)315-2590 F (786) 31525-99 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TT, UDL TF, UDL TTMC-300, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 13-0610.01 and consists of pages I through 5. The submitted documentation was reviewed by Alex Tigera. NOA No.: 14-0603.18 Expiration Date: 08/08/18 Approval Date: 06/11/15 Page 1 of 5 ROOFING COMPONENT APPROVAL Category: Roofing Sub-Cateeory: Underlayment Material: Polypropylene SCOPE: This acceptance is for Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TT, UDL TF, UDL TTMC-300, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments as described in this Notice of Acceptance, for use with approved prepared roof assemblies where ASTM D226 Type underlayment is specified and installed with prescribed approved fasteners and fastener densities. Designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code PRODUCT DESCRIPTION: Test Product Product Dimensions Specification Description Titanium® UDL-25 PLUS 48" x 250' rolls ASTM D226 Woven synthetic polymer underlayment with one Manufacturing Type I & II side coated with UV protected and slip resistant Location #1 & #3 polymer stabilized polypropylene on both sides. Titanium® UDL-30 48" x 250' rolls ASTM D226 Woven synthetic polymer underlayment with two Manufacturing Type I & II sides coated with UV protected and slip resistant Location #1& #3 polymer stabilized polypropylene on both sides. Titanium® UDL-50 48" x 250' rolls ASTM D226 Woven synthetic polymer underlayment with two Manufacturing Type I & II sides coated with UV protected and slip resistant Location #1& #3 polymer stabilized polypropylene on both sides. UDL TT 48" x 250' rolls ASTM D226 Woven synthetic polymer underlayment with one Manufacturing Type I & II side coated with UV protected and slip resistant Location #1 polymer stabilized polypropylene on both sides. UDL TF 48" x 250' rolls ASTM D226 Woven synthetic polymer underlayment with two Manufacturing Type I & II sides coated with UV protected and slip resistant Location #1 polymer stabilized polypropylene on both sides. UDL TTMC-300 48" x 250' rolls ASTM D226 Woven synthetic polymer underlayment with two Manufacturing Type I & II sides coated with UV protected and slip resistant Location #2 polymer stabilized polypropylene on both sides. RhinoRoof U10 42" x 286' rolls ASTM D226 Woven synthetic polymer underlayment with two Manufacturing Type I & II sides coated with UV protected and slip resistant Location #3 polymer stabilized polypropylene on both sides. NOA No.: 14-0603.18 Expiration Date: 08/08/18 Approval Date: 06/11/15 Page 2 of 5 RhinoRoof U15 42" x 286' rolls ASTM D226 Woven synthetic polymer underlayment with two Manufacturing Type I and II sides coated with UV protected and slip resistant polymer stabilized polypropylene on both sides. Location #3 RhinoRoof U20 42" x 286' rolls ASTM D226 Woven synthetic polymer underlayment with two Manufacturing Location 43 Type I and 11 sides coated with UV protected and slip resistant polymer stabilized polypropylene on both sides. Titanium UDL25 48" x 250' rolls ASTM D226 Woven synthetic polymer underlayment with two Manufacturing Location #3 Type I and II sides coated with UV protected and slip resistant polymer stabilized polypropylene on both sides. RhinoRoof RSA 36" x 67' rolls ASTM D1970 Unreinforced polymer modified bitumen material Manufacturing Location 94 adhered to the underside of a polymer -coated, synthetic woven sheet. The underside is backed with a release film. MANUFACTURING LOCATIONS: 1. ML1 2. ML2 3. ML3 4. ML4 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date intertek Testing Services #3031783 TAS 104 02/19/03 3119607COQ-003B ICC-ES AC48 02/20/08 3124826-01 ASTM E108 02/19/08 3124826MID-007 ASTM E108 02/25/08 311801000Q-003 ASTM D226 02/20/08 3130639COQ-002A ASTM D226 02/20/08 3146738COQ-003A ASTM D226 06/20/11 3146738COQ-003B ASTM D 1876/ TAS 117 03/28/08 101465036COQ-001 ASTM D1970 06/27/14 100539395COQ-006 ASTM D226 06/02/14 101863861COQ-OOIA ASTM D226 10/28/14 101823107COQ-011 ASTM D226 12/09/14 Trinity I ERD I15010.05.10 ASTM D4798 / D226 05/14/10 138010.08.11 ASTM D226 08/11/11 135520.08.11 ASTM D2523 / D1781 08/17/11 NOA No.: 14-0603.18 Expiration Date: 08/08/18 Approval Date: 06/11/15 Page 3 of 5 INSTALLATION SPECIFICATIONS: Titanium' UDL-25 PLUS, Titanium® UDL-30, Titanium' UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments 1. Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-SO, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhmoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments shall be installed in strict compliance with applicable Building Code. 2. Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments shall be installed with a minimum 4-inch head lap in a shingle layer fashion. 3. Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, and Titanium UDL25 Synthetic Underlayments shall be fastened with Miami -Dade approved corrosion resistant tin -caps and 12 gauge 1 %" annular ring -shank nails, spaced 6" o.c. at all laps and three staggered rows fastened 12" o.c. in the field of the roll. 4. Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments may be used with Asphaltic shingles, Wood shakes and shingles, Non-structural metal roofing, and quarry slate. Titanium' UDL-30, Titanium' UDL-50, UDLTTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25 and RhinoRoof RSA Synthetic Underlayments shall not be used as roof tile underlayments. S. For Roof Tile applications; Titanium® UDL-25 PLUS may be used as an anchor sheet in roof tile applications when used in combination with a top membrane layer, consisting of a Miami -Dade approved TAS 103 self - adhering underlayment. (See current NOA listing of approved TAS 103 self -adhering underlayment for installation guidelines and limitations of use). 6. For fire classification of specific roof assemblies using Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U 10, RhinoRoof U 15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments-refer to a current Approved Roofing Materials Directory for fire ratings of this product. BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this material. NOA No.: 14-0603.18 Expiration Date: 08/08/18 Approval Date: 06/11/15 Page 4 of 5 LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. 3. Titanium® UDL-25 PLUS, Titanium' UDL-30, Titanium' UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments shall be applied to a smooth, clean and dry surface with deck free of irregularities. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. 4. Titanium' UDL-25 PLUS, Titanium' UDL-30, Titanium' UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments shall not be hot mopped, refer to manufacturer's published literature for product compatibility. 5. Titanium® UDL-25 PLUS, Titanium' UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments shall not be applied over an existing roof membrane as a recover system. 6. Titanium' UDL-25 PLUS, Titanium® UDL-30, Titanium' UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments shall not be left exposed as a temporary roof for longer than 30 days of application. 7. UDL TTMC-300 Synthetic Underlayment shall not be left exposed as a temporary roof for longer than 180 days of application. 8. Titanium' UDL-25 PLUS, Titanium' UDL-30, Titanium' UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments are components used in roof system assemblies. Roof system assemblies are approved under a specific Notice of Acceptance. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. 9. Titanium' UDL-25 PLUS, Titanium' UDL-30, Titanium' UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments may be used with any approved roof covering Notice of Acceptance listing Titanium' UDL-25 PLUS, Titanium' UDL-30, Titanium' UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments as a component part of an assembly in the Notice of Acceptance. If Titanium' UDL-25 PLUS, Titanium' UDL- 30, Titanium' UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments are not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to -detail compatibility of the products, wind uplift resistance, and fire testing results. 10. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. 11. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 14-0603.18 MIAMI•DADE COUNTY Expiration Date: 08/08/18 ry 1 Approval Date: 06/11/15 Page 5 of 5 % RECEIV.77D JUN 2 9-2015 23 MIN. SET �EQ, FRONT SIDES CIARSIDES REAR c2:0 ZNG. &0 TECH. —J j n A -7111ZO)S' r3 ------ --------- -- (e - 2 ply (FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: 62' WYNNE GRAND CA[�LTON Builder Name: COMFORT CONTROL OF SLC, INC. Street: \'�j�a.'O _� ct LUy Permit Office: City, State, Zip: , FL, - Owner: GRAND CARLTON 62' Permit Number: Jurisdiction: 1 Design Location: FL, Fort Pierce �� 11� � ; CAI" 1. New construction or existing New (From Plans) 9. Wall Types (1514.5 sqft.) Insulation rea 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.3 1514.50 ft' b. N/A R= ft2 3. Number of units, if multiple family 1 c. N/A R= ft' 4. Number of Bedrooms 2 d. N/A R= ft' 5. Is this a worst case? No 10. Ceiling Types (1446.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1446.00 ft: 6. Conditioned Floor area above grade (ft') 1446 b. N/A R= ft' Conditioned floor area below grade (ft� 0 c. N/A R= ft' 11. Ducts R ft' 7. Windows(114.0 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Attic 6 90 a. U-Factor: Dbl, U=1.30 114.00 ft' SHGC: SHGC=0.50 b. U-Factor. N/A ft' 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 28.2 SEER:15.00 c. U-Factor: N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft' a. Electric Heat Pump 28.2 HSPF:8.60 SHGC: Area Weighted Average Overhang Depth: 3.833 ft. Area Weighted Average SHGC: 0.500 14. Hot water systems 8. Floor Types (1446.0 sqft.) Insulation Area a. Electric Cap: 40 gallons a. Slab -On -Grade Edge Insulation R=0.0 1446.00 ft2 b. Conservation features EF: 0.900 b. N/A R= ft None c. N/A R= ft' 15. Credits CF, Pstat Total Proposed Modified Loads: 26.16 Glass/Floor Area: 0.079 PASS Total Standard Reference Loads: 32.81 1 hereby certify that the plans and specifications covered by Review of the plans and f%E STgl� this calculation are in compliance with the Florida Energy specifications covered by this �F a p Code. calculation indicates compliance with the Florida Energy Code. nm:>.,°�.'"•',:� c, O PREPARE Y' Before construction is completed u°3 DATE: J this building will be inspected for compliance with Section 553.908 caj - X I hereby certify that this building, as desi ne is in compliance Florida Statutes. with the Florida Energy Code. OWNER A T" BUILDING OFFICIAL: • DATE: S DATE: - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with 403.2.2.1.1. - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 5/15/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 PROJECT _ Title: Building Type: Owner: # of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: 62' WYNNE GRAND CARLT FLProp2010 GRAND CARLTON 62' 1 COMFORT CONTROL OF SL Single-family New (From Plans) Bedrooms: 2 Conditioned Area: 1446 Total Stories: 1 Worst Case: No Rotate Angle: 45 Cross Ventilation: No Whole House Fan: No Address Type: Street Address Lot # Block/SubDivisicn: PlatBook: Street: County: ST. LUCIE City, State, Zip: FL, - CLIMATE / V Design Location TMY Site IECC Design Temp Zone 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Fort Pierce FL_ST LUCIE CO_INTL 2 39 90 70 75 722 62 Law BLOCKS Number Name Area Volume 1 Blockt 1446 11568 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 RoomslnBlockt 1446 11568 Yes 2 2 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio RoomslnBlockl 150.7 ft 0 1446 ft' 0 0 1 ROOF / V # Type Materials Roof Gable Roof Area Area Color Solar Absor. SA Emitt Emitt Deck Tested Tested Insul. Pitch (deg) 1 Hip Metal 1523 ft2 0 ft' Medium 0.88 N 0.9 No 0 18.4 ATTIC / V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1445 ft' N N CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) RoomslnBlock1 30 1446 ft' 0.1 Wood 5/15/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Space - 1 N Exterior Concrete Block- Int InsllloomslnBloc 4.3 32 2 9 10 316.3055 0 0 0.8 0 2 E Exterior Concrete Block - Int InsBloomslnBloc 4.3 49 11 9 10 490.8472 0 0 0.8 0 -3 S Exterior Concrete Block- Int Ins6loomslnBloc 4.3 15 6 8 0 124 ft' 0 0 0.8 0 -4 SW Exterior Concrete Block - Int InsBloomslnBloc 4.3 4 3 8 0 34 ft' 0 0 0.8 0 -5 W Exterior Concrete Block - Int InsBloomslnBloc 4.3 35 2 8 0 281.3333 0 0 0.8 0 -6 W Exterior Concrete Block - Int InsBloomslnBloc 4.3 8 0 8 0 64 ft' 0 0 0.8 0 7 S Exterior Concrete Block - Int InsBloomslnBloc 4.3 25 6 8 0 204112 0 0 0.8 0 DOORS # Omt Door Type Space Stones U-Value Width Height Area Ft In Ft In 1 S=>E Insulated RoomslnBloc Metal 0.6 3 0 7 0 21112 WINDOWS Orientation shown is the entered, Proposed orientation. _ / Wall Overhang V # Omt ID Frame Panes NFRC U-Factor SHGC Stones Area Depth Separation Int Shade Screening 1 N=>W 1 Metal Double (Tinted) Yes 1.3 0.5 N 27 ft 10 it 0 in 0 it 6 in HERS 2006 None _ 2 N=>W 1 Metal Double (Tinted) Yes 1.3 0.5 N 15 ft2 1 It 0 in 0 it 6 in HERS 2006 None _ 3 N=>W 1 Metal Double (Tinted) Yes 1.3 0.5 N 15 ft' 1 it 0 in 0 ft 6 in HERS 2006 None 4 E=>N 2 Metal Double (Tinted) Yes 1.3 0.5 N 20 ft' 1 it 0 in 0 it 6 in HERS 2006 None _ 5 E=>N 2 Metal Double (Tinted) Yes 1.3 0.5 N 15 ft' 1 it 0 in 0 ft 6 in HERS 2006 None 6 S=>E 3 Metal Double (Tinted) Yes 1.3 0.5 N 16 ft' 6 it 0 in 0 it 6 in HERS 2006 None 7 W=>S 5 Metal Double (Tinted) Yes 1.3 0.5 N 6 ft' 1 it 0 in 0 ft 6 in HERS 2006 None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 382.8 ft' 382.8 ft' 64 ft 8 it 1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 BySpaces Proposed SLA 0.000360 1365.4 74.960 140.97 0.2628 7.0821 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF: 8.6 28.2 kBtu/hr 1 sys#1 5/15/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 15 28.2 kBtu/hr 846 cfm 0.8 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.9 40 gal 50 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cart # Company Name System Model # Collector Model # Area Volume FEF None None ft' DUCTS / — Supply — — Return — Air Percent HVAC # V # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage ON RLF Heat Cool 1 Attic 6 90 ft' Attic 25 ft' DSE=0.88 Attic 0.0 cfm 0.00 % 0.00 0.60 1 1 TEMPERATURES Programabl[eXX]Thermostat: Ceiling Fans: Heating IX] ]]Y Jan IX] Feb [[[XXx]] Mar ] Jun EX] Jul ��(( [X� Aug ��XX]] IX] Sep [�x�]]] ��(((( Octet Nov Nov EE Dec Venting [[�X]] Jan [[�X11) Feb [Xl Mar I l Apr lxl May Jun [X] Jul [[XX111l11 Aug II�XIII Sep lxl l�l [X1 [X� Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 5/15/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 'FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method - I ADDRESS: 4(J /(f\I aai UUy 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 4/16/13). Heat pump pool heaters minimum COP= 4.0. Cooling/heating 403.6 Sizing calculation performed & attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat >10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 5/15/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 6 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 80 The lower the EnergyPerformance Index, the more efficient the home. FL, - 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.3 1514.50 ft' b. WA R= ft' 3. Number of units, if multiple family 1 c. N/A R= ft' 4. Number of Bedrooms 2 d. N/A R= ft' 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1446.00 tN 6. Conditioned floor area (ft2) 1446 b. N/A R= ft' 7. Windows— Description Area c. N/A R= ft R 0 a. U-Factor. Dbl, U=1.30 Ducts 114.00 ft' 11. a. Sup: Attic, Ret: Attic, AH: Attic 9 6 0 SHGC: SHGC=0.50 b. U-Factor. WA ft' SHGC: 12. Cooling systems kBtu/hr Efficiency c. U-Factor. WA ft' a. Central Unit 28.2 SEER:15.00 SHGC: d. U-Factor. WA ft' 13. Heating systems kBtu/hr Efficiency SHGC: a. Electric Heat Pump 28.2 HSPF:8.60 Area Weighted Average Overhang Depth: 3.833 ft. Area Weighted Average SHGC: 0.500 8. Floor Types Insulation Area 14. Hot water systems Cap: 40 gallons a. Slab -On -Grade Edge Insulation R=0.0 1446.00 ft' a. Electric EF: 0.9 b N/A R= ft' c. WA R= it' b. Conservation features None 15. Credits Q I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) if00 , in this home before final inspection. Othe e, a new EPL Display Card will be completed yk►"„"'. based on installed Code comnWoOfedt e . F ,n„c� Builder Signature: Date: 2 �j Address of New Home-\2nC-,0 �< S City/FL Zip --� -, CC e - -zz.44 s '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 Job: wri htsoft° Project Summary Date: MAY 15, 2012 9 Entire House By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax 772-785.9144 Web: comfortcontralofslc.com For: 62' GRAND CARLTON WYNNE BUILDING CORP. PW FORT PIERCE, FL 34983 Notes: `t f Design Inf• • W1FmiiL5 Winter Design Conditions Outside db 42 OF Insidedb 70 OF Design TD 28 OF Heating Summary Structure 17399 Btuh Ducts 3009 Btuh Central vent (25 cfm) 773 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 21181 Btuh Infiltration Fort Pierce, FL, US Method Simplified Construction quality Average Fireplaces 0 Heatingg Coolingg Area (ft' 1446 1446 Volume kft') 12558 12558 Air changes/hour 0.45 0.23 Equiv. AVF (cfm) 94 48 Heating Equipment Summary Make Carrier Trade COMFORT 15 PURON SINGLE STAGE Model 25HBC530A AHRI ref no3676266 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8.7 HSPF 28400 Btuh @ 470F 27 OF 947 cfm 0.046 cfm/Btuh 0 in H2O Summer Design Conditions Outside db 90 OF Insidedb 75 OF Design TD 15 OF Daily range Relative humidity L 50 % Moisture difference 61 gr/lb Sensible Cooling Equipment Load Sizing Structure 16133 Btuh Ducts 3659 Btuh Central vent (25 cfm) 414 Btuh Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Equipment sensible load 19195 Btuh Latent Cooling Equipment Load Sizing Structure 2411 Btuh Ducts 1086 Btuh Central vent (25 cfm) 1049 Btuh Equipment latent load 4547 Btuh Equipment total load 23742 Btuh Req. total capacity at 0.70 SHR 2.3 ton Cooling Equipment Summary Make Carrier Trade COMFORT 15 PURON SINGLE STAGE Cond 25HBC530A Coil FX4DN(B,F)031 AHRI ref no3676266 Efficiency 12.5 EER, 15.3 SEER Sensible cooling 19880 Btuh Latent cooling 8520 Btuh Total cooling 28400 Btuh Actual air flow 947 cfm Air flow factor 0.048 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.82 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. , * wrightSOft' Right -Suite® universal 2012 12.0.04 RSUC5864 ACCI\ E:1Wrightsoft HVAC1Wynne Corp%2' WYNNE GRAND CARLTON 11 .rrp Cale = MJ8 Front Door faces: N 2012-May-15 09:13:19 Page 1 Load Short Form Job: wrightsoft` Date: MAY 15, 2012 Entire House By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax 772-785-9144 Web: comfonconlrolofslc.com Project• • For: 62' GRAND CARLTON II, WYNNE BUILDING CORP. FORT PIERCE, FL 34983 Design Information Htg Clg Infiltration Outside db (°F) 42 90 Method Simplified Inside db (°F) 70 75 Construction quality Average Design TD (°F) 28 15 Fireplaces 0 Daily range - L Inside humidity (%) 30 50 Moisture difference (gr/lb) 1 61 HEATING EQUIPMENT Make Carrier Trade COMFORT 15 PURON SINGLE STAGE Model 25HBC530A AHRI ref no3676266 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8.7 HSPF 28400 Btuh @ 47°F 27 OF 947 cfm 0.046 cfm/Btuh 0 in H2O COOLING EQUIPMENT Make Carrier Trade COMFORT 15 PURON SINGLE STAGE ... Cond 25HBC530A Coil FX4DN(B,F)031 AHRI ref no3676266 Efficiency 12.5 EER, 15.3 SEER Sensible cooling Latent cooling Total cooling Actual air flow Air flow factor Static pressure Load sensible heat ratio 19880 Btuh 8520 Btuh 28400 Btuh 947 cfm 0.048 cfm/Btuh 0 in H2O 0.82 ROOM NAME Area (ft2) Htg load (Stuh) Clg load (Btuh) Htg AVF (cfm) Clg AVF (cfm) FOYER 60 1144 674 53 32 GRT RM/DINING 483 7087 7281 329 348 LAUNDRY 46 839 1859 39 89 KITCHEN 154 359 2942 17 141 MS BATH 53 907 1146 42 55 MS CLOSET 70 77 149 4 7 MS BDRM 266 4973 2990 231 143 HALL 18 19 37 1 2 BATH 45 514 237 24 11 BDRM 2 196 3577 2100 166 100 el non qT A) 1A MASTER LAV Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2012-May-15 09:13:19 r wrigtlt:SOft' Right -Suite® Universal 201212.0.04 RSU05864 Page 1 )CA EAWrighlsoft HVAC\Wynne Carp\62' WYNNE GRAND CARLTON 11 .rrp Cale = MJ8 Front Door faces: N Entire House p 1445 20408 19792 947 947 Other equip loads 773 414 Equip. @ 0.95 RSM 19195 Latent cooling 4547 AAAC 947 947 IOIALS I99u aiwi ..�� .,.� Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. + 19 wrl htSOft" 2012-May-1509:age2 9 Right-Suite®Unlversal 2012 12.0.04 RSU05864 Page 2 ACCA E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .Kp Calc = MJB Front Door faces: N f�+wrightsoftRight-JO Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST. PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfonconlrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name Entire House FOYER Exposed wall 150.7 ft 6.0 ft 8.0 It heat/cool 3 Room height 8.7 ft p 6.0 10.0 ft 4 Room dimensions 1444ft ' x 60.0 ft' 5 Room area .5 Ty Construction U-value Or HTM Area (ftl Load Area (ft� Load number (Btuh/fl'-°F) (BtuNftj or perimeter (ft) (Stuh) or perimeter (ft) (Bluh) Heat I Cool Gross NIP/S Heat Cool Gross N/P/S Heat Cool 6 12C-0aw n 2.39 339 246 627 0 0 0 0 to -lob 1.091 n 5.55 22.24 39 0 1265 029 1334 0 0 0 0 2A.2ob 0.630 0.840 n 17.64 25.39 15 0 381 0 0 0 0 2A-2om 0.840 n 23.52 23.55 22.18 15 0 353 353 0 0 0 0 11 1N w 0.091 a 2.55 2.19 440 453 1931 981 983 0 0 0 0 `G 2A-2c 2A-2om 0.091 a 23.55 62.19 40 3 2699 0 0 0 0 0.840 s 124 83 211 211 48 27 69 59 2A-2o12C-0sw 2A-2om 0.600 s 3.55 6.39 20 20 50 0 0 0 0 i1J0 0.600 s 16.80 18.80 17.40 17.40 21 21 353 353 365 385 21 21 353 365 W 12C-0sw 0.091 sw 2.55 2.18 34 34 86 74 0 0 0 0 W 12C4sw 0.091 w 2.55 2.18 282 276 702 602 0 0 0 0 L-G 2A-2om 0.B40 w 23.52 66.18 6 1 141 397 0 0 0 0 W 13A-5ocs 0.125 w 3.50 2.22 64 64 224 142 0 0 0 0 P 128-01ow 0.097 - 2.72 0.85 204 204 554 174 80 80 217 68 C 16B-30ad 0.032 - 0.90 1.68 1389 1389 1244 2333 60 60 54 101 C 16C-19al 0.049 - 1.37 2.08 56 56 77 117 0 0 0 0 F 22A-lph 1.358 - 38.02 0.00 1445 161 5729 0 60 6 228 0 6 c) AED excursion 423 -35 Envelope loss/gain 145011 11279 921 558 12 a) Infiltration 2898 794 106 29 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 0 0 Appliances/other 3600 0 Subtotal (lines 6 to 13) 17399 16133 1027 588 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 17399 16133 1027 586 15 Duct loads 17% 23% 3009 3659 11% 15% 117 87 Total room load 20408 19792 1144 674 Air required (cfm) 947 W7 53 32 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ,.t �� wri IitSOR` 2012-May-1509:13:19 -' k- g Right -Suite® Universal 2012 12.0.04 RSU05864 Page 1 ACCA EAWrIghtsofl HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rip Calc = MJ8 Front Door faces: N �+wrightsoft• Right-J®Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE. FL 34983 Phone: 772-878-2799 Fax 772-785-9144 Web: comfortcontrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name GRT RM/DINING LAUNDRY 2 Exposed wall 45.0 It 6.5 ft 3 Room height 9.8 ft heat/cool 8.0 ft heat/ccol 4 Room dimensions 1.0 x 482.5 ft 7.0 x 6.5 it 5 Room area 482.5 fP 45.5 ft- Ty Construction U-value Or HTM Area (III Load Area (Ill Load number (Btuhllt?°F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (fQ (Bluh) Heat Cool Gross N/P/S Heat Cool Gross MP/S Heat Cool 6 IN12C-0sw 0.091 n Z55 2.18 196 157 400 343 0 0 0 0 1A+10md 1.270 In 35.56 26.39 39 0 1387 1029 0 0 0 i 0 2A-20b 0.630 n 17.64 22.24 0 0 0 0 0 0 0 0 2A-2om 0.840 n 23.52 25.39 0 0 0 0 0 0 0 0 11 U/J 12C-0sw 0.091 a 2.55 2.18 245 205 523 449 0 0 0 0 �--C 2A-2om 0.840 a 23.52 68.19 40 3 931 2699 0 0 0 0 12C-0sw 0.091 s 2.55 2.18 0 0 0 0 0 0 0 0 2A-2om 0.840 s 23.52 25.39 0 0 0 0 0 0 0 0 D 11,10 0.600 s 16.80 17.40 0 0 0 0 0 0 0 0 W 12C-Osw 0,091 sw 2.55 2.18 0 0 0 0 0 0 0 0 W 12C-0sw 0.091 w 2.55 2.18 0 0 0 0 52 52 132 114 LG 2A-20m 0.840 w 23.52 66.18 0 0 0 0 0 0 0 0 W 13A-5ocs 0.125 w 3.50 2.22 0 0 0 0 0 0 0 0 P 12B-Obw 0.097 - 2.72 0.85 0 0 0 0 56 56 152 48 C 1613-30ad 0.032 - 0.90 1.68 483 483 432 811 46 46 41 76 C 16C-19al 0.049 - 1.37 2.08 0 0 0 0 0 0 0 0 F 22A-lph 1.358 - 38.02 0.00 483 45 1711 0 46 7 247 0 6 c) AED excursion 288 -83, Envelope loss/gain 5385 5619 573 155 12 a) Infiltration 977 268 115 32 b) Roam ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 0 0 Appliances/other 0 1200 Subtotal (lines 6 to 13) 6362 6346 688 1387 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 6362 6346 688 1387 15 Duct loads 11% 15% 725 935 22% 34% 151 472 Total room load 7087 7281 1139 1859 Air required (cfm) 329 348 39 89 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2012-May-1509: -Fp-wri htsof*Rl9ht-SUniversal D 1Page2 A--(7-K E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 rrp Calc = MJB Front Door faces: N f{+wrightsott• Right-J®Worksheet Entire House COMFORT CONTROL OF SLC, INC. 15nl RP Ru TMORF ST_ PORT ST. LUCIE. FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfoncontrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name KITCHEN MS BATH 2 Exposed wall 0 ft 7.5 ft 3 Room height 8.0 ft heat/cocl 8.0 ft heat/cool 4 Room dimensions 1.0 x 154.0 ft 7.0 x 7.5 ft 5 Room area 154.0 W 52.5 ft' Ty Construction U-value Or HTM Area (M Load Area (ft� Load number (BtuNft' °F) (BtuNft� or perimeter (ft) (Btuh) or perimeter (ft) (Bluh) Heat I Cool Gross N/P/S Heat Cool Gross N/P/S Heal Cool 6%[!12C415w 0.091 n 2.55 2.18 0 0 0 0 0 0 0 0 1A41cmd 1.270 n 35.56 26.39 0 0 0 0 0 0 0 0 2A-2ob 0.630 n 17.64 22.24 0 0 0 0 0 0 0 0 2A-20m 0.940 n 23.52 25.39 0 0 0 0 0 0 0 0 11 W 12C-0sw 0.091 a 2.55 2.18 0 0 0 0 0 0 0 0 L G 2A-20m 0.840 a 23.52 68.19 0 0 0 0 0 0 0 0 12C-0sw 0.091 s 2.55 2.18 0 0 0 0 0 0 0 0 2A-20m 0.840 s 23.52 25.39 0 0 0 0 0 0 0 0 11J0 0.600 s 16.80 17.40 0 0 0 0 0 0 0 0 w 12C-0sw 0.091 sw 2.55 2.18 0 0 0 0 0 0 0 0 w 12C-0sw 0.091 w 2.55 2.18 0 0 0 0 60 54 138 118 L-G 2A-2om 0.840 w 23.52 66.16 0 0 0 0 6 1 141 397 w 13A-Sots 0.125 w 3.50 222 0 0 0 0 0 0 0 0 P 12Mbw 0.097 - 2.72 0.65 fib 68 185 58 0 0 0 0 C 16B-30ad 0.032 - 0.90 1.68 154 154 138 259 53 53 47 88 C 16C-19al 0.049 - 1.37 2.08 0 0 0 0 0 0 0 0 F 22A.tph 1.358 - 38.02 0.00 154 0 0 0 53 8 285 0 6 c) AED excursion -153 215 Envelope loss/gain 1 323 164 611 818 12 a) Infiltration 0 0 133 36 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 2400 0 Subtotal (lines 6 to 13) 323 2564 744 855 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 323 0 2564 0 744 0 855 14 15 Subtotal Duct loads 11% 15% 37 378 229/6 349/6 1 164 291 Total room load 319 2942 907 1146 Air required (cfm) 17 141 42 55 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed wri htsoft' 2012-May-1509:13:19 g Right -Suite® Universal 2012 12.0.04 RSU05864 Page 3 ACC4` E:1Wrightsofl HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .mP Caro = MJ8 Front Door faces: N wrightsof ' 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: comfortcontrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name MS CLOSET MS BDRM 2 Exposed wall 0 it 42.0 it 3 Room height 8.0 it heaticcol 8.5 It heat/ccol 4 Room dimensions 7.0 x 10.0 It 14.0 x 19.0 It 5 Room area 70.0 W 266.0 ft' Ty Construction U-value Or HTM Area (ft� Load Area 00 Load number (Btuh/ft? °F) (Btuhfft� or perimeter (ft) (Bluh) or perimeter (ft) (Btuh) Heat Cool Gross N/PIS Heat Cool Gross N/PIS Heat Cool 6 12C-Osw 0.091 n 2.55 2.18 0 0 0 0 119 89 227 194 1A41ornd 1.270 n 35.56 26.39 0 0 0 0 0 0 0 0 N 2A-2ob 0.630 n 17.64 22.24 0 0 0 0 15 0 265 334 2A-2om 0.840 n 23.52 25.39 0 0 0 0 15 0 353 381 11 UN 12C-Osw 0.091 a 2.55 2.18 0 0 0 0 77 77 195 167 LC 2A-2om 0.840 a 23.52 68.19 0 0 0 0 0 0 0 0 V� 12C-Osw 0.091 s 2.55 2.18 0 0 0 0 0 0 0 0 I-G 2A-2om 0.840 s 23.52 25.39 0 0 0 0 0 0 0 0 D 11.10 0.600 s 16.80 17.40 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 sw 2.55 2.18 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 w 2.55 2.18 0 0 0 0 162 162 412 353 I-G 2A-20m 0.B40 w 23.62 66.18 0 0 0 0 0 0 0 0 W 13A-5ocs 0.125 w 3.50 2.22 0 0 0 0 0 0 0 0 P 126-Obw 0.097 - 2.72 0.85 0 0 0 0 0 0 0 0 C 1613-30ad 0.032 - 0.90 1.68 70 70 63 118 266 266 235 447 C 16C-19al 0.049 - 1.37 2.08 0 0 0 0 0 0 0 0 F 22A-lph 1.358 - 38.02 0.00 70 0 0 0 266 42 1597 0 6 c)AED excursion -7 139 Envelope loss/gain 63 ill 3286 2014 12 a) Infiltration 0 0 791 217 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants (off 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 63 ill 4077 2231 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 63 ill 4077 2231 15 Duct loads 22% 34% 14 3B 22% 34% 896 760 Total room load 77 149 4973 1 2990 Air required (cfm) 4 7 231 143 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ,,,t� wri htsoft' 2012-May-1509:13:19 -F1 - 9 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 4 ACCA E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON It .np Colo = MJ8 Front Door faces: N wrightsoft• Right-J® Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 2 3 1FE 4ns 5 HALL 0 ft 8.0 It heat/cool 3.5 x 6.0 ft 17.5 ft' BATH 5.0 ft 8.0 ft heat/cool 9.0 x 5.0 ft 45.0 W Ty Construction number U-value (Btuh/ft'-°F) Or HTM (Btuh/ft� Area (ft� or perimeter (ft) Load (Btuh) Area gt� or perimeter (ft) Load (Btuh) Heat Cool Gross N/PIS Heat Cool Gross N/P/S Heat Cool 6 11 14� 12C-Osw 1A-rlomd 2A-2ob 2A-2om 12C-Osw 2A-2om 12C-0sw 2A-2om 11J0 12C-Osw 12C-0sw 2A-20m 13A-5ocs 0,091 1.270 0.630 0.840 0.091 0.840 0.091 0.840 0.600 0.091 0.091 0.840 0.125 n n n n a a s s s sw w w w 2.55 35.56 17.64 23.52 2.55 23.52 2.55 23.52 16.80 2.55 2.55 23.52 3.50 2.18 26.39 22.24 25.39 2.18 68.19 2.18 25.39 17.40 2.18 2.18 66.18 2.22 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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 40 0 0 0 0 0 0 0 0 0 0 0 0 40 0 0 0 0 0 0 0 0 0 0 0 0 102 0 0 0 0 0 0 0 0 0 0 0 0 87 0 0 0 0 0 0 0 0 W, _G D W W I-G W P C C F 12B-Obw 168-30ad 16C-19al 22A-tph 0.097 0.032 0,049 1,358 - - - - 2.72 0.90 1.37 38.02 0.85 1.68 2.08 0.00 0 18 0 18 0 18 0 0 0 16 0 0 0 29 0 0 0 45 0 45 0 45 0 5 0 40 0 190 0 76 0 0 6 c) AED excursion -2 -11 Envelope loss/gain 16 28 332 152 12 a) Infiltration b) Room ventilation 0 0 0 0 89 0 24 0 13 Intemal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 16 28 421 177 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 22% 34% 0 0 0 16 3 0 0 0 28 9 22% 34% 0 0 0 421 93 0 0 0 177 60 Total room load Air required (cfm) 19 1 37 2 514 24 237 11 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ,.I� WA•1 F1t50Tt' 2012-May-1509:13:19 TFr 9 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 5 ACC EAWrightsoft HVAmWynne Corp162' WYNNE GRAND CARLTON 11 .rr►p Colo = MJ8 Front Door faces: N }}� wrightsoft• Right-M Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST.. PORT ST, LUCIE. FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfadcontrolofslacom Job: Date: MAY 15, 2012 By: PATRICIA.ZIMMERMAN 1 Room name BDRM 2 MASTER LAV 2 Exposed wall 30.7 ft 8.0 ft 3 Room height 8.0 It heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 195.5 It 7.0 x 8.0 ft 5 Room area 195.5 W 56.0 ft' Ty Construction U-value Or HTM Area M Load Area (ft� Lead number (BtuNfN-OF) (Btuf✓ft' or perimeter (ft) (8tuh) or perimeter (ft) (Stuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Coal B Nil 12C-Osw n 2.39 0 0 0 0 0 0 0 0 -.EGG A-rlom 1A-2ob 1.270 1.270 n 5.55 22.24 0 0 0 0 0 0 0 0 2A-2ob 0.630 n 17.64 25.39 0 0 0 0 0 0 0 0 III 2A-2om 0.091 23.52 23.55 22.18 0 0 0 0 0 0 0 0 11 W, 12C-Osw 0.84 a a 2.19 120 120 326 280 0 0 0 0 LC 2A-2om 0.091 a 3.55 23.55 62.19 0 0 0 0 0 0 0 0 12C-Osw 0.840 5 76 56 0 0 0 0 2A-2om 0.600 s 3.55 6.39 20 20 470 470 508 500 0 0 0 0 II----GD 1ijo2C- 0.091 s 16.80 12.55 17.40 12.18 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 sw 2.55 2.18 34 34 86 74 0 0 0 0 W 12C-Osw 0.091 w 2.55 2.18 8 8 20 17 0 0 0 0 2A-20m 0.840 w 23.52 66.18 0 0 0 0 0 0 0 0 W 13A-5ocs 0.125 w 3.50 2.22 0 0 0 0 64 64 224 142 P 1213-0hw 0.097 - 2.72 0.85 0 0 0 0 0 0 0 0 C 1613-30ad 0.032 - 0.90 1.68 196 196 175 328 0 0 0 0 C 16C-19al 0.049 - 1.37 2.08 0 0 0 0 56 56 77 117 F 22A-tph 1.358 - 38.02 0.00 196 31 1166 0 56 8 304 0 6 c) AED excursion 88 -17 Envelope loss/gain 2387 14171 605 242 12 a) Infiltration 545 149 142 39 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 2932 1567 747 281 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2932 1567 747 281 15 Duct loads 22% 34% 645 533 22% 34%1 164 96 Total room load 3577 2100 911 377 Air required (cfm) 166 100 421 18 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 139 wrightSoft* Right -Suite® Universal 201212.0,04 RSU05864 2012-May-15 OPage 6 ��` EAWrightsofr HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Cale = MJ8 Front Door faces: N Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek" ��1c� D ``� RECEP.-D JUN2.9`2015 RE: M11323 - 62' Grand Carlton III with porch Site information: Customer Info: WYNNNE DEVELOPEMENT CORP Project Name: Lot/Block: Subdivision: Address: N/A City: PORT ST LUCIE State: FL MiTek USA, Inc. 6904 Parke East Blvd. 62' GRAND ARI S I WITH PORCH Model: 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,rFP12007 Design Program: MiTek 20/20 7.3 Wind Code: ASCE 7-10 [All HeighII Wind Speed: 165 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 13 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 1 IT6797412 A5 1/29/015 I2 T6797413 1A6 1/29/015 3 I T6797414 I A7 11/29/015 14 IT6797415 JAB 11/29/0151 15 1 T6797416 1 A9 11 /29/0151 6 T797417 A 1/29/015 7 IT66%418 IGRA 11129/0151 18 IT6797419 IGRB 11/29/015 19 IT6797420 1J2 11/29/0151 110 IT6797421 1J4 1 1/29/0151 j11 I T6797422 1,16 6 1 1/29/0151 112 I T6797423 I J8 1 1 /29/015 113 IT6797424 IKJ8 11/29/0151 The truss drawing(s) referenced above have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Alban!, Thomas My license renewal date for the state of Florida is February 28, 2017. IMPORTANT NOTE: Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified As appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. 0PG E N 692/ 0 :9 STATE OF 0T O R P �`, &'O N A' '`% FL Cert. 6634 January 29,2015 Albani, Thomas 1 of 1 Z Job Truss Truss Type Gty Ply 62'Giand Ca,Non 111 wish pomh T6]B]412 M11323 AS SPECIAL 9 1 Job Reference (olotionah 1 Chambers Truss Inc., - Fort Pierce FI:34982 7.35os Sep27201ZMITsklntluslries,Inc. Thu Jon2914:43:562015 Pa9a1 10:2GIScwwyY5hnGhXVARzUkuyuFUM-IC91 HuHvW yJ5MP5mpzHLhiyURLhFZbwellbzgUO1 1-0-0 7as I 10-1' n-o-0 zo-4a i z6wa i aW 4a`u �1 0-0 ]-a-5 2.9.15 6-5-12 3<-8 5-11-6 7-8-0 '1-0 0 4.00 rl2 5XB II 2.00 12 5X12 = 2.3 II LOADING (psi) SPACING 2-0-0 C51 DEFL in (too) Wall Lid TCLL 20.0 Plates Increase 1.25 TC 0.85 Vert(LL) 0.72 14 >558 360 TCDL 7.0 Lumber Increase 1.25 BC 0.99 Vert(TL) -1.47 13-14 >271 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.54 Horz(TL) 0.43 10 n/a We BCDL 10.0 Code FBC2010/rP12007 (Matrix) LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 6-14: 2X4 SP M 30 REACTIONS (lb/size) 2=112610-8-0 (min.�0-1-8), 10=112510-8-0 (min. 0-1-9) Max Horz2=-179(LC 6) Max Uplift2=-816(LC 8), 10=-e16(LC 8) Max Grav2=1305(LC 2), 10=1305(LC 2) Scale-1:61.2 PLATES GRIP MT20 244/190 MT18HS 2441190 Weight: 154 Its FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 cc purlins. BOTCHORD Rigid telling directly applied or 2-2-0 oc bracing. WEBS 1Row at mldpt 6-14 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation guide. FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5281/3019, 3-4_ 4949/2747, 4-5=-4901/2754, 5-6=-4974/2856, 6-7=2341/1489, 7-8=-2314/1408,8-9=-2372/1395, 9-10=-3052/1725 BOT CHORD 2-14= 2775/5007, 13-14=-976/2035, 12-13--1520/2822, 10-12=-1520/2822 WEBS 3-14=-311/333, 5-14=-247/266,6-14=.1712/3155, 6-13=-253/524, 9-13=-700/469, 9-12=0/272 --- - 1) Unbalanced roof live loads have been considered for this design. �� ^ PS t fill,A•�i,,,�j� 2) Wind: ASCE 7-10; Vul1=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsh h=14ft B=52ft; L=34fl; eave=61C Cal. II; ,% p\V,,..........• a �� Exp C; Encl., GCp1=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 �w �` ••'�\ S�•."9�� i� 3) All plates are MT20 plates unless otherwise indicated. �_' 4) This buss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. ' 0 3 938 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wilC is fit between the bottom chord and any other members. 6) Bearing at jolnl(s) 2considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacll _ O! = 01 bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 816 Ib uplift at joint 2 and 816 to uplift at .• ATE joint 10. 00 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. ,�i�� •.�� 0 R (Q P •• ��,�� LOAD CASE(S) Standard S�0N A0% ; FL Cert. 6634 January 29,2015 ®WARNING Verify deignpm vnefos andREAD NOTES ONTNfS61JD INCLUDED W71NIZEFERENCE PAGE set-7473 BEFOBB USE. Design validfortee oNywllh Mnekconneclon, TNsdesign lsbasedram onlyupon paelersshown. and Is for abindlvldaal bulling component. ApplicatAlly0fdasign paametersand propetincomomllonofcomponeut hresponskililyolbullding designer-nol masdesigner. Brocingshown Is for lateral suppod of Individual web membecionly. Additional temporary bracing to Imure slablltydurng construction Is the resporNb011ty of the MiTek• ereclor. Additional permanent bracing of the overall slruclure is the responsn0lyof the building designer. For general guidance regarding fabilcallor, quality control, storage. delivery. erection and bracing, consult AN51/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Palke East BNtl. Salary Informallon avak dAe from Truss Rate Inslllule. 781 N. Lee SImeI. Sidle 312, Alexandria, VA 22314. If Sthem Pine (SP) lumber is specified; the design values are those effective 05/01/2013 by ALSO S.,those-effective Tampa, FL 33610 4115 Style = 1:63.3 4.00 rl2 2.00 12 Sx8 4 4x5 5x6 = 2x3 II 10-6-4 15-0-0 20-4-8 25-0i-15 34-0-0 10.6.4 4-542 -40 4i-8 5-7-7 B-0-i Plate Offsets(XY)' f2�0-4-2Edoe1 r3.0-3-OEdgel r5.0-4-00-2-61 rT0-2-7Edae1 r9.0-3-140-1-81 LOADING (Pat) SPACING 2-0-0 CS] DEFL in (loc) 1/dell Ltd PLATES GRIP TCLL 20.0 Plates Increase 1.25. TC 0.99 Vert(LL) 0.65 14 >617 360 MT20 2441190 TCDL 7.0 Lumber Increase 1.25 BC 0.72, Vert(TL) -1.28 2-14 >313 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.77 Horz(TL) 0.40 9 Na Na BCDL 10.0 Code FBC20107/P12007 (Matrix) Weight: 1571b FT=O% LUMBER BRACING TOP CHORD 2x4 SP M 30 *Except* TOP CHORD Structure[ wood sheathing directly applied. 1-3: 2x4 SP M 31 BOT CHORD Rigid ceiling directlyapplled or 4.6-14 oc bracing. BOT CHORD 2x4 SP M 30'Except* MiTek recommends that Stabilizers and required cross bracing 2-14: 2x4 SP M 31 be Installed during buss erection, in accordance with Stabilizer WEBS 2x4 SP.No.3'Except' Installation guide. 5-14: 2x4 SP M 30 OTHERS 2x4 SP No.3 REACTIONS (lb(size) 2=1125/0-8-0 (min. 0-1-8), 9=1125/0-8-0 (min. 0-1-9) Max Horz2=-169(LC 6) Max Uplllt2= 816(LC 8), 9_ 816(LC 8) Max Grav2=1305(LC 2), 9=1305(LC 2) FORCES (lb) - Max. ComplMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 23— 5263/3001, 3-4=-5128/3006, 4-5=-4901/2767, 5-6=-2217/1393, 6-7=-2293/1373, ' 7-8— 2301/1352, 8-9=-3064/1741 ' BOT CHORD 2-14=-2754/4988, 13-14=-1082/2265, 12-13=-1021/2111, 11.12=-1536/2836, 9-11=-15362836 WEBS 5-14=-1543/2851, 5-13= 388/171, 6-13=.151/496, 8-12— 819/564, 1111IIT 111A. f'7I7 8-11 0/309467, - - ,\��`11111111 q I Ce'9 NOTES - ��,Z•� G E N,9 �' F•�' �j--�." 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; BCOL=3.0psC h=14Q; B=5211; L=340: eave=611; Cat. • II` 3938 Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60- ; �� 3) Provide adequate drainage to prevent waterponding. ; 4) All plates are MT20 plates unless otherwise Indicated. a;O • xQ: 5) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ,. ; - ATE •'. /U� fit between the bottom chord and any other members. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/PPI 1 angle to grain formula. Building designer should verity capacity �� T,t Q P•.' �'• �j``s • R 1• of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 816Ib uplift at Joint 2 and 816Ib uplift at (� '�.��&/0 N A, � N�� Joint 9 9) "Semi -rigid pltchbreaks including heels' Member end fixity model was used In the analysis and design of this Truss. 111111111 LOAD CASE(S) Standard FL Cert. 6634 January 29,2015 ®WARNING - Vmi'Jy daiyn pws ct=and READ NOTES ONMIS AND INCLUDED bBFERREFERENCE PAGE W17473.BEFORS USE. Design valid form onlywilh Mrek conneclom Tins design k based only upon parameters shown, and Is for an individual bullding component Applloab0iry, or design parameters and proper incorporation of component Is responsbillry of bulldl`p designer- not in=designer. gracing stsown Is for lateral supped of Individual web members only. Addlllonal temporary Maclng to Insole stab0ly, doing construction is the resposviWilry of the - MiTek erector. AdclllonnlpermonentlxacingoflheovemllslmcNwe lhorespordtNlllyotthelwlldlMdeslgmLForgemralguldon^_eregarding fabdCAllmqualllyconkol.slomge,delivew.eredlon, n Lwing,consult ANSWE'll Quality Criteria, DSB-S9 and SCSI Building Component - 6SD4Pa1ke6it6r,&- Safety Infomsalien avallaMe from Truss Plate Inslllule. 781 N. we Street. Suite 312 Alexand,la, VA 22314. 1(Southem Pine ISM) lumber isspeci0ed, the design values are theseeHeative 06/01/2013 by ALSC Tampa. FL 33610.411,5 - Job Truss Truss Type City Ply 62'Grand Callon 111 wnh porch T67B7414 Ml1323 A7 SPECIAL 1 1 Job Reference o tional chambers Truss Inc., Fort Pierce Fl. UP82 SX10 5X6 = 5X12 = 2X3 It Scale=1:62.2 LOADING(psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING 2-0-0 Plates Increase 1%05 Lumberincrease .1.25 Rep Stress Incr YES Code FBC2010/TP12007 CC, TC 1.00 BC 1.00 WE 0.97 (Matrix) DEFL in (too) I/dell Ud Vert(L-) 0.63 11 >638 360 Vert(fL)-1.3510-11 >296 240 Horz(TL) 0.41 7 n/a n/a PLATES GRIP MT20 2441190 MT18HS, 244/190 Weight: 1471b FT=O% LUMBER BRACING TOP CHORD 2x4 SP M 30'Except' TOP CHORD Structural wood sheathing directly applied. 1-4: 20 SP M 31 BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing. BOT CHORD 2x4 SP M 30 MITek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1125/0-8-0 (min. 0-1-8), 7=1125/0-8-0 (min.0-1-9) Max Horz2=-150(LC 6) Max Uplift2=-816(LC 8), 7= 816(LC 8) ' Max Grav2=1305(LC 2), 7=1305(LC 2) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5269/2981, 3-4=-4931/2758, 4-5=-2137/1353, 5.6=-2348/1397, 6-7=-3031/1715 BOT CHORD 2-11=-2733/4998, 10-11=-1397/2758, 9-10=-1503/2801, 7-9=-1508/2801 WEBS 3-11=-371/412, 4-11=1307/2558, 4-10=-783/392, 5-10=-171/459, 6-10=-711/484, 6-9=0/28O NOTES 1) Unbalanced roof live loads have been considered for this design. 11111 �1 2) Wind: ASCE 7-10; Vuli=165mph (3-second gust) Vasd=128mph; TCDL=4.2ps1; BCDL=3.Opsf; h=141t; B=52fh L=34f1; eave=61t; Cal. 11; S A. II7�77I' Exp C; Encl., GCpl=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DCL=1.60�\p. q� 3) Provide adequate drainage to prevent water pending. ,�� Q`,. •'(' E N • • B �i� 4 All plates are MT20 plates unless otherwise Indicated. \ S '•.'9 i 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)' This muss has been designed for a live load of 20.Opsl on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will- d'0 H 380�: fit between the bottom chord and any other members. �- l_6 7) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacit}_ of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 816 It, uplift at joint 2 and 816 lb uplift at ATE joint 7. •, 9)'Semi-rigid pilchbreaks Including heels' Member end fixity model was used in the analysis and design of this truss. T•,•T� O Q_,`;\�,,� LOAD CASE(S) Standard 'jONA ; `, %% FL Cert. 6634 January 29,2015 Zw6RNlN0-V=—!f-9,dcngn pm neLcvs and READ NO TES ON MrS AND INCLMED MTEKREPERENCE PAGE MI-7473 BEFORE USE. ■ Design valid for use any with Mriek c-onnecloo. this design Is based only upon parametersshown. and is for an Individual bustling component. IN�vaT Applicability of design parameters and proper hcoipomllon of component Is resporn0alllly of bullding designer- not Buss designer. Bracing shown Is for lateral support oflndMdual web members orgy.Addlllorwl lemporary bracing to inure stabslly during construction is the responsibsllty, of the e�( Mel( IVI)l re building designer. For general guldance regarding - erector. Addtional permanent bracing of the overall structure is the sponslWllty of the bus fabilcalior, quality control, storage, delivery. erection and bracing. consult ANSVTPI I Quality Criteria,DSO.69 and SCSI Building Component 6904 Parke East Blvd. Sole, Informallon available from Truss Rate InAllule. 781 H. Lee Street. Sulte 312. Alexandria VA 22314. 1f5authe nPine(SP) lumbe r is specified, th a design values are chase effective 06/01/2013 by AISC Tarrson. FL 33610.4115 V JO rusa mss ype Dty Ply 62' erentl Carton III with porch T6797415 M11323 AS SPECIAL 1 1 Job Reference (optional) .Chambers Truss Inc., Fed Pierce Fl. N982 7.35D s Sep U2012 MRek Industries, Inc. Thu Ja02914:43:592015 Paget ID:W SJgpGwalPpeur6hk9UjG5yuFUL-AngAvwJootMZZY5_rn3SWanCYAW 1YOz?HulPwzgUO_ 1-0 8.8-0 12-0-0 15.8.4 20-4-8 22-0-0 20-B-02 34-0-0 5.0- 4)-0 841-0 5 -12 341-0 d8d 1-7-8 2.8-12 9.14 -0-0 Seale = 1:62.2 4.00 12 Sx6 = 3x4 = 4 14 5 2x3 II 5xto r 6 15 7 exa /i D m ^ v 10 Sx12 = 3x4 = - 2.00 12 10.6-0 20-0.8 2211 34-0-0 10.6-d 9.104 1-743 12.0-0 Plate Offsets MY):f2:0-4-2,Edgel.f7:0-5-0,0-2-01,19:0-3-14,0-1-81 LOADING(pst) SPACING 2-0-0 CSI DEFL In (lot) I/dell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.88 Ven(LL) 0.61 13 >656 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 1.00 Verf(TL) -1.3112-13 >306 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.67 Horz(TL) 0.39 9 n/a We BCDL 10.0 Code FBC2010?PI2007 (Maldx) Weight: 154 lb FT=O/ LUMBER TOP CHORD 2x4 SP M 30 *Except' 1-4: 2x4 SP M 31 BOT CHORD 20 SP M 30'ExcepV 9-12: 2x4.SP M 31 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid telling directly applied or 2-2-0 oc bracing. MITek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Slabilizer Installation guide. REACTIONS (lb/size) 2=1125/0-8-0 (min. 0-1-8); 9=1125/0-8-0 (min.0-1-8) Max Horz2=430(1_0 6) Max Uplirt2=-816(LC 8), 9= 816(LC 8) Max Grav2=1305(LC 2). 9=1305(LC 2) FORCES (Ib) - Max. CompJMax. Ten. - All forces 250 (ID) or less except when shown. "TOP CHORD 2-3=-5279/2992, 3-4=4928/2744, 4-14_ 3740/2134, 5-14=-3740/2134, 5-6= 2467/1511. 6-15= 2476/1519, 7-15— 2476/1519, 7-8=-2545/1492, 8-9_ 2889/1683 BOT CHORD 2-13=-2744/5007, 12-13=-1673/3161, 11-12=-1152/2370, 9-11=-1467/2678 WEBS 3-13=-362/404,4-13= 910/1686, 5-18=-255/754, 5-12=-868/517. 6-12=-260/228, 7-12=294/365, 7-11=-289/642, 8-11=480/467 NOTES t f/ �� 2) Unbalanced Wind: ASCEVul165mph (3 second r7-10; oof live eladehave been lA Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsh h=141C h B=52fL=34fh t eave=6lCat. II;-��1dered for this design.``,�PS gust) Exp C; Encl., GCpi=0.18; MW FRS.(directionaQ; Lumber DOL=1.60 plate grip DOL=1.60 E N, ' eq i�10. 3) Provide adequate drainage to water ,��,�.•'�G prevent pending. 4) All plates are MT20 plates unless otherwise Indicated. ,a 3938 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wilt ; tit between the bottom chord and any other members. 7) Bearing at joinl(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verily capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 816 lb uplift at joint 2 and 816lb uplift at joint 9, ATE 0 A • 9)'Seml-rigid pilchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. �� 0 R _%% 4'SS LOAD CASE(S) Standard 0NA` �� FL Cert. 6634 January 29,2015 ®WA Ne--Vojyd=ignpw=mtmsandREAD MOMS OZVIWISAND INCLUDED AE7ffiCREFERENCEPAOE111I.7473 BEFORE USE. ee - Design vaildImuse onlywilh MRek connectors. lhls design is based only upon porpmeleisshmm and is loran indMdual building component. Iva� Applicabllty of design parameters and pro sorincorporallon of component Is responsltrilly of building designer - not Buss designer. Bmcbp shown IsforlaleralsuPPodoflydlvldual\vebmemhmoNy. Additional temporarybrachlq b7murea9b011ydudng constmclbn Is the resporwtbiIiN of lne ereclor. Additional permaaenl bracing of the overall slnrclure Is the m1pondlAlly or Ihebultding designer. For general Outdone regarding MiTek' - fabrication. quality control. storage. delivery, emotion add bracing. consult ANSI/TPI I Quality Crllerle,DSB-89 and SCSI Buliding Component 6904 Parka East Blvd. ` $afe% N Information avWable from Frusa ate Institute. 781 N. Lee Street, Wife 3 1 Z Alexandria. VA 223144 If u1nem Prne(SP) lumber isspecifierl, the desigavalves are those effective 06/01/20L3 by ALSO Tampa. FL 33610.4115 HIP Scale = 1.60.1 4x4 % 2x3 II 5x10 a 4.00 12 3x4 = ' 4 16 5 6 17" J t2 n W pt2 )�6 J.e — I I< Jx4 — axe = 3x6 = 6xB = 3x6 = 3x4 = LOADING (psf) TOLL 20.0 TOOL 7.0 BOLL 0.0 ' BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2010/TP12007 CS] TO 0.25 BC 0.56 WB 0.87 (Matrix) DEFL in Ve art-0.21 Vert(TL) -0.55 Horz(TL) 0.02 (loc) Videll L/d 9-11 >749 360 9-11 >292 240 13 n/a n/a PLATES GRIP MT20 244/190 Weight: 1561b FT=O/ LUMBER BRACING TOP CHORD 20 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 6-0-0 oc bracing. WEBS 2x4 SP No.3 MITek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS (lb/size) 2=573/0-8-0 (min. 0-1-8), 9=297/043.0 (min. 0-1-8), 13=1381/0.8-0 (min. 0-1-14) Max 1 o1=2=109(LC 7) Max Uplllt2=-450(LC 8). 9_ 268(LC 8), 13— 913(LC 8) Max Gmv2=690(LC 19), 9=387(LC 20). 13=1598(LC 2) FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.' TOP CHORD 2-3=-1210/683, 3-4=-875/463, 4-16=-795/458, 5-16=-795/458, 5-6=-387/812, 6-17=-387/813, 7-17=-387/813,7-8=-96/280, 8-9=-303/178 - BOT CHORD 2-15=-547/1104, 14-15=-24/290, 13-14=-24/290, 12-13=-254/277, 11-12=-254/277, 9-11= 148/252 WEBS 3-15_ 371/357, 5-15_ 258/648, 5-13=-1196f756, 6-13— 263/230, 7-11=4511/384, ' 8-11— 419/384, 7-13_ 825/447 NOTES 1) Unbalanced roof live loads have been considered for this design. • - • ,"Jilis 1 AP',I p,q 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.OpsC h=14f; B=52ft; L=34ft eave=61t; Cat. II; �� \V` ••'........ Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 F•.-9 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed fora 10.0 bottom chord live load nonconcurrent with any other live loads. "D 3938Q�•� psf 5) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wild fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 450lb uplift at Joint 2, 268lb uplift at Joint and 913 to uplift at joint 13. "Semi-dgid ` ATE 7) pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. -O.• LOAD CASE(S) Standard 0 :�, �'01 •• 'cFt C� 1oNA �00% FL Cert. 6634 January 29,2015 �WARWKG-Varfy dstgnya,amdery and REdDKOMS OK7BfSA 1AICLUDED=7EK REPERENCE PAGE bEf-7473 BEFORE USE. Deslgnvand for monlywllh Mnekconneclors. ThlsdesIm isbosedonlyurwn parameterssham. ondls force hdAdual buldingcomPonent - �� ApplkabBlty of de9gn parametemand proper tncomorallon of component Istesoon9blllly of building designer - not hues desgner. &Orin shown Is for lateral wppod oflecl dual web members only. AddlllomllemPraty bmclrigto Insureslabllilydwingconslructlon Istherespom Ulilyofthe p/1•� erector. Additional permanent bracing of the overall structure is the resParsiblllly of the Wildeg designer. Forgeneral guldenee refloated fabrication, quality control, storage, delivery. erection and brochg. coradl ANSI/TPII Quality Clllerla, DSB.87 and BC5l Building Component 6904 Peaks East BNd. Safety Infonnallan ovokk fe from Truss Nate Institute. 781 N. Lee Street Salle 312 Alexandrla. VA 22314. ' Ifs uthem Pine (SP)lvmber is sp ecified,th a design values are those eBactive U6101y2013 by ALSC Tampa. FL 3MI0.4116 M11323 COMMON 4.00 12 4x4 = 19 5-9-0 Scale = 1:59.2 ass 17 '" 15 `" 14 "" 12 axe 2x3 II 4x6 = 3ite = 3x8 = 4x6 = 2x3 II 6-7-13 V2 13 21.73 27.43 34-0-0 6-7-13 5.9.0 9.2.7 5-9-0 6.7.13 Plate Offsets (X,Y): 12:0-3-14,0-1-81, f10:0-3-14,D-1-81 LOADING(psf) SPACING 2-0-0 CS! DEFL in (too) I/dell L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.36 Vert(LL) 0.30 14-15 >999 360 MT20 2441190 TCDL 7.0 Lumber Increase 1.25. BC 0.55 Vert(TL) -0.7314-15 >547. 240 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(TL) 0.15 10 n/a Na BCDL 10.0 Code FBC2010rrP12007 (Matrix) Weight: 1631b FT=O% LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS (lb/size) 2=1210/0.8-0 (min. 0-1-10), 10=1210/0-8-0 (min. 0-1-10) Max Horz2=-166(LC 6) Max Upllft2=-844(LC 8). 10=-844(LC 8) Max Grav2=1355(LC 2), 10=1355(LC 2) BRACING TOP CHORD Structural wood sheathing directly applied or 3-8-2 oc puffins. BOT CHORD Rigid telling directly applied or 5-8-15 oc bracing. MITek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation Ouitle. FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3— 3245/1839, 3A=-2656/1547, 4-5=-2606/1555, 5-18=-2656/1658, 6-18=-2595/1654, ' 6-19=-2595/1654,7-19=-2656/1658,7-8-2606/1555,8-9=-2656/1547, 9-10-3245/1839 BOT CHORD 2-17=-1636/3008, 16-17— 1636/3008, 15-16=-1636/3008, 15-20=-928/1921, 20-21=-928/1921,14-21=-928/1921,13-14-1636/3008,12-13=-1636/3008, 10-12=-163613008 WEBS 6-14-524/892, 7-14=.313/305, 9-14=-600/407, 6-15=-524/892, 5-15=-313/305, 3-15-599/407 %011111111111I 1) Unbalanced root live loads have been considered for this design. '��%TES% , �S• A• ACe ,��i 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=141t; B=52fg L=34It; eave=6f1; Cat. II; ENS •'•.9 '. Exp C; Encl., GCpl=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. w O 39380�--�^. 4) • This truss has been designed for alive load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide wit fit between the bottom chord and any other members, with BCDL=10.Opst. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 844 lb uplift at Joint 2 and 844 lb uplift at Joint 10.-- 6) Semi-rigidpitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. % ATE 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 50 lb down and 291b up at 15.0-0, ��•, �. P =V✓, and 50lb down and 29 lb up at 19.0-0 on top chord. The design(selection of such connection device(s) Is the responsibility of others. �i� • . 0 R Q `� 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). i s ., • i? `% % LOAD CASE(S) Standard .SllitNA� E?� 1) Regular. Lumber Inaease=1.25,. Plate. Increase=1.25 Uniform Loads (pit) Vert: 1-6-44, 6-11-44, 2-20=-20, z0-21-50,10-21=-20 FL Cert. 6634 January 29,2015 . .. ,y 4n. y V im. - - USE. i WARNING -Vmr dar 5 dR NOTES ONTNISAND INCLUDED AUTEKREFSEENCEPAOE1 r-7473 BOFOREU fJ 9r Yd�dnc crs w ■ Design valid for use onlywllh Muck conrleclors. INs design h based only upon parametersshoen. and is for an individual bulcing component. Appll oMilyotd ganpmametersandproperincorporalionofcomWnenllsresWMUilllyofbulldingdesigner-nolhussdes net Bract sholm Is for lateral support oflndivMual web members oNy. Additional temporary bracing to Inure slablilytluring construcllon is the responsibility of the ' Mffel( erector. Additional permanent bracing of the overall structure Is the responsibility of the bulltllrpdesigner. For general ourconcenegarding fabricolion. gWllry control. storage. delivery. erection and bracing. consult ANSIAPl l Quality Criteria,DSB-69 and SCSI Building Component 6904 Parke East Blvd. Safety Informallon avallable from Wss Nate Imlltule. 781 N. Lee Street, Suite 312 Alexandilu, VA 22314. lisinthem Pine (SP) lumber is sp scified, the design values are those effective 06/01/2013 by ALSC Tampa. FL 33610,4115 f� 2 Job Truss Truss Type Oty My 62' Grand Carlton 111 wOh porch T6]9]41] M11323i A COMMON 9 1 I Job Reference (optional) Chambers Truss Inc.. Fog Pierce FL 34982 7.350sSep272012Mileklndustees.lne. Ihu3an2914A3S52015 P4902 ID:a3B4PavKrmZweXyJckSFBgyuFUN-HObf3YGHles74xnDXDNaO4oegYF5cE4PMGvBm8zgUO2 LOAD CASE(S) Standard Concentrated Loads Qb) Vert: 18=-43(F) 19=43(F) ,.®W9RNIN0• VnJfu dafm paramcle andR NOTES ON TNIS AND INCLUDED bfl=REFBRENCB PAGB MI-74M BBFOREI/SB Design valid for use omywllh Mgek connectom IhIs design Is based only upon Parameters them. and Is for an Individual building component AppllcabUityofdeslpnporamelemandproMnccolporallono(componentbresp nsUlltyofbulldingdedgner-noll.udesgnec Braclmshown - Is for lateral Supped ofhdividlal web members only. Additional temporary bracing to mare stablIlly during construction is the resporrsta1ly of the 1sA M]Tek erector. Additional pemlanent bracing of the overall structure is the resWr&blllty of the building deOgnar. For general guidance regarding (abdcaliom quarry control, storage. delivery. erection and bracing, consult ANSI/TPI I Quality Criteria, I)SB-89 and BC51 Building Component " 6904 Parks East Blvd. Safety Information available from roar Plate lmlllule.781N. Lee Street. Suite 312. Alexandlb-VA 22314. ' ` If SauthenPine (SP] lumber is specified, vie design ralu es are chase effective 06/01/203-3 by ALSC Tampa FL 336104115 T6797416 (�) Top chord must be braced by end Jacks, roof diaphragm, or properly connected 4x4 = Purlins as shown. 11 14 Us 11 3x6 = - 6x8 = 3x6 = 6x8 = - - 6x8 = 8-00 11-1-1 /84 26-0-0 Hall..,, scale =1:62.2 3 t2 v 1� e-0-0 3.1.1 74-15 7�6-0 Plate Offsets IX Y): 13:0.3-8 Etlgel 121:OS8 Edael 122'0.3-10 Etlgel 124:Oa-8.03-01, 127:038 0.3-01 LOADING(psl) SPACING 2-0-0 CSI DEFL in Coo) Udell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.95 Verl(LL) 0.13 22-24 >999 36D MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BG 0.99 Vert(rL) -0.33 2-29 >397 240 BCLL. 0.0 ' Rep Stress Incr NO WB 0.98 Horz(TL) 0.03 22- n1a n/a BCDL 10.0 Code FBC2010rrP12007 (Matrix) Weight: 194 to FT=0 LUMBER BRACING TOP CHORD 2x4 SP M 30 *Except* TOP CHORD 3-11,11-21: 2x4 SP N0.3 BOT CHORD 20 SP M 30 -Except' BOT CHORD 2-28:2x4 SP No.3 JOINTS WEBS 2x4 SP No.3 REACTIONS All beadngs 0-8-0. fib) - Max Horz2=166(LC 7) MaxUplift All uplift 100 lb or less atjoint(s) except 2=-357(LC 8). 27=-1183(LC 8), 26=-1480(LC 8), 22-643(LC 8) Max Grav All reactions 250 lb or less at Jolnt(s)except 2=470(LC 19). 27=2282(LC 13). 26=2899(LC 14),22=947(LC 14) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (to) or less except when shown. TOP CHORD 2-3=-514/295, 3-5=-371/987, 5-7- 63611292, 7-8=-636/1292, 8-10= 636/1292, 10-12-636/1292,12-13=-636/1292, 13-15=-636/1292,15-16-636/1292, 16-18=-636/1292,18-20-2128/1209, 20-21=-2128/1209, 21-22-2206/1190, 6-9-152/308,9-11=-140/372,11-14=-216/415,14-17- 135/278 BOT CHORD 2-29=-178/558, 28-29-127/427, 27-28-127/427, 26-27=-865/511, 25-26=-355/593, 24-25=-355/593, 22-24=-1015/2040 WEBS 3-29=450/1137, 3-27-1783/896, 5-27-768/625, 5-26=-513/328, 13-26=-925/614; 18-26=-2406/1458, 18-24=-832/1770, 21-24=-34/362, 4-5=-571/485, 19-20=-343/310, 14-15-519/392 Structural wood sheathing directly applied or 4-0-2 oc plains. Except 1 Row at midpt 8-21 Rigid ceiling directly applied of 6-0-0 no bracing. 1 Brace at JI(s): 7,8,19.17.14 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. 0IIIPS IA7. Z�•��GEN 39 *: NOTES _ 1) Unbalanced roof live loads have been considered for this design. _ 2) Wind: ASCE 7-10; Vul1=165mph (3-second gust) Vasd=128mph; TCDL=4.2ps1; BCDL=3.Opsl; h=1411; B=521t; L=3411; save=6lt; Cat. i - Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 ATE 3) Provide adequate drainage to prevent water pending. A, �0 4) All plates are 2x3 MT20 unless otherwise Indicated. �••. OR \ 0 e'• \�� 5) This truss has been designed for a 10.0 psf bottom chord five load nonconwrrent with any other live loads. • • •.. �? �` 6) IThis truss n the bottom designed d of 20. psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will S /O N A` lt 7) Provide, mechanical connection (by others) of truss to bearing plate capable of withstanding 3571b uplift at Joint 2,. 11831b uplift at joint 27, 1480lb uplift at joint 26 and 643lb uplift at joint 22. 8)'Semi-rigld pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. FL �'i0ft. 6634 9) Graphical purlin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. January 29,2015 ®WARNING-Vnafg deign jvw=wim and READ NOTES ONINISAND INCLUDED A111BR1ZEFERENCB PAGEAUI.7473 BEFORE USE. ■ Design valid (or use oriywllh MNek conneclors. iris design Is based onlyupon paramelersshown: and is for on Individual buldlng component. �p Appllc tAlN of deslpn parometesand proper lncolpomlion of component Is respomlblllNol brtlldhxldesigner - not Imss designer. Bracing shown ■ "for lateral supped oflralvlduat web members only. Addlllollal temporary taming lolruwestablIllydulingconsnucllon is lheresporulbliftyof the M)Tek erector. AddlIonaltsomynnent bracing of the overall stwclure Is the esperalblity of the building designer. For general gulcoroo regarding fabslcallom qualily control. storage. delivery. erection and bracing. cona41 ANSI11P11Quality Criteria,DH-69 and BCSI Building Component 6904 Palks East Blvd. ' safety Information avallable from Inns Plate Imlltule. 761 N. Lee Street. Suite 312. Alexandria, VA 22314. If Southern Pine (SP) lumber is specked, the design values are those effective 06101/2013 by ALSO Tampa, FL 33GI0.4115 -IJob russ I ype City Ply 62'Grand Carlton 111 with porch ITruss T6797418 M11323 GflA HIP 1 t " ' Job Reference (optional) „uuuwv,a „uaa vrv., rv....v,vv n. wvoc ""a". JPPp ziKiz miPox lnausirres, Pao. I no Jan LV lq'Aq:uz zuib YaJa2 NOTES ID:_etClcxC3ixVV7huls?ypJyuFUK.aMW IXxLg5nl6QOgZSSODCYbadNXtllgRzs63VEzqU7x 10). Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 967lb down and 461 Ib up at 26-0-0, and 9671b doWnand 461 ib up at 8-0-0 on bottom chord. The desigNseleclion of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular, Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-44, 21-23=-44, 2-29=-20, 24-29_ 47(F=-27), 22-24=-20, 3-11=-103(F=-59), 11-21=-1 D3(F=-59) Concentrated Loads (Ib) Vert: 29=-555(F)24=-555(F) ®WARNING- Vnfy deign Par uurral.s end READ NOTES. ON THIS AND INCLUDED MITEN REFERENCE PAGE M I.74M BEPORE USE. - Design valid for use oNyulh Mnek connectors. inlsdesign Is based only upon parameters shotm and is for an Individual btEdng component. �. AppikabAlly, of design parameters antl proper Incorporation of component Is respora lllly of building designer - not buss designer. Bracing sham .. Is for lateral mpporl of Individual fuel, members only. Additional temporary bracing to lmure stabulh7 during conslruclbn is the responsloulN of the "-erector. Addllonal bracing the M)Tek permanent of ovenall structure is the tespon9bllllyof the Wilding designer. For general mildame regarding fobdcailon. quality control, storage, delivery, erection and tracing. consull ANSIRPII Quality Criteria, D58.89 and BCSI Building Component IVf 6904 Parka East Bind. Safety Information waloble from Buss Rate Institute. 781 N. Lee Street. Suite 312, Alexandria, VA 22314. IfSovthem Pine(SP) lumber is specified, the design valu as are these effective OGI0112023 by ALSC Tampa, FL 33610-4116 1323 T6797419 Scale= 1:60.1 4.00 12 6x10 � 318 = 4e6 = 6x6 = Sx6 = ,au — ,9 11 uA'• 3x6 11 5x6 WE= 3x4 = 6x6 = 3x6 = _ 6x6 8-0-0 14-2.6 a 26-0-0 34-0-0 A.l4n ' 6-PA I G1-10 58-0 1 a-04 Plate Offsets(X.Y): f2:D-4-O;Edael r3:D-5.00-2-01.f4:03-8.0-1-BI 15:0-3-O.Edgel f8:0-2-OEdgel r10:03-803-01 LOADING(psf) SPACING 2-0-0 CS] DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TO 0.93 Vert(LL) 0.20 15 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 . BC 0.62 Vert(TL) -0.35 13-15 >685 240 BOLL 0.0 Rep Stress [nor NO WB 0.97 Horz(TL) 0.08 12 n1a Na BCOL 10.0 Code FBC2010/rP12007 (Matrix) Weight: 150 lb FT=0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-8-9 oc bracing. WEBS 2x4 SP No.3•Except* WEBS 1Row at midpt 3-13 6-12: 2x6 SP No.2, 6-10: 2x4 SP M 30 2 Rows at 113 pis 4-12 OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers antl required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation fluids. REACTIONS (Ib/size) 2=113010.8-0 (min. 0-1-12), 12=3419/0-8.0 (min.0-5-7), 8=446/0-8-0 (min.0-1-8) Max Horz2=-77(LC 6) Max Upllft2=-898(LC 8), 12=-2520(LC 8). 8=394(LC 6) Max Grav2=1458(LC 13), 12=4630(LC 15), 8=538(LC 20) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3668/1938,3-16-1984/1203,4-16=-1984/1203,4-5=-1121/2302,5-6=-1121/2302, 6-17=-778/440, 7-17-779/440, 7-8=-882/416 BOT CHORD 2-15-1715/3467, 14-15=-1737/3533,13-14— 1737/353b, 12-13-1022/2028, 11-12=-2284/1302,10-11— 2284/1302, 8-10= 2931781 WEBS 3-15=-408/1222,3-13-16421779,4-13=-203/929,4-12=-4684/2540, 6-12=-2440/1562, 111111111/� 6-10— 1739/3381, 7-10=339/365 `` lk S ANOTES . Unbalanced roof live loads have bcen considered for INS design. n��; • �,� G E N 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=.4.2psf; BCDL=3.Opsf; h=14ft; B=52fh L=34ft; eave=611; Cat. II; % Exp C; Encl., GCpl=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 ZFya 39380 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 fist bottom chord live load nonconcurrenl with any other live loads. — 5) • This truss has been designed for a live load of 20.0ps1 on the bottom chord In all areas where a rectangle 3.6.0 tall by 2-0-0 wide wiles _ fit between the bottom chord and an other members. '6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 898 lb uplift at joint 2, 2520 lb uplift at Joint ATE 12 and 3941b uplift at joint 8. 0 ,( 7)'Semi-rigid pltchbreaks Including heels' Member end fixity model was used in the analysis and design of this truss. ��T�'•, (p R , p P;•'��,� 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 967lb down and 461 lb up at iss • •...,,. • ��?,�� responsibility-0-0,and 967 lb others. down and 461 lb up at 8-0-0 on bottom chord. The deslgn/selectlon of such connection device(s) is the �'fi,,,Ili � N Alt E 9) In the LOAD CASE(S) section, loads applied to the lace of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard FL Cert. 6634 January 29,2015 ®WARMNO-.V= y daignpmnsncters and REBONOTE60NTNrSANDINCL(BIEBfrITEK FERENCEPAOSMI-7473 BEFORE USE. Y " Design valld form only with Mgek contractors. This design 4 based orgy upon pawmelersshown. and is for on lndlvldual Wicked component.- ApplicabBlly of design paramelersand proper Incorporation of component Is respomlNlity of bullcung designer -not truss designer. Bracing shown Is for lateral supporl ofindlvklual web members orgy. Addlllorwllempororybrw.Wtolm iestabBilydningcoml,udlonlslhefmpomlblllllyoflhe erector. Adentlonal permonenl brachr, fabrlcallon, quality control. storage. delivery. of the overall sluclure is the resporabillty of the bulding designer. For general guldonce regarding erection and bracken. consult ANSIRPI I Quality criteria.DSB-89 and BCSI Building Component IVI)le�( 9904 Parke East Blvd. ISPI lumber den vuarerthe effective 060/2013 byALSO ISumPuir fruss cfeIigale0sozect/1 Tomo. FL 33610415atheine b yfuss Truss Type Oty Ply I 62Grand Carlton lllvmh Porch T67B7418 Milan GRB IHIP 1 1 Jab Refere 01 o tional Chambers Truss lnc., Fod Pierce FI. 34882 74raWBep272oJ-aMWIlxLg5nl8QO.Thu J4n2914:94:a24Rzs63 Ez • I � ID:SrRaEWrg04M78G4raWBLWyuFUJ-aMWIXzLg5n1800gZSBODCYbh_NdbII4Rzsfi3VExgU77 LOAD CASE(S) Standard 1) Regular, Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Veit 1-3 -44, 3-7— 107(F— 63), 7-9=-44, 2-15=-20,10-15=-49(F= 29), 8-10= 20 Concentrated Loads (lb) Vert: 15=-555(F)10-555(F) `�WdRNIMCI Vmfy,]signPmw+ fcsand READ NOMS ONINISd INCLUDEDOTL?KREPERENCEP90Eb111-7473 BEFORE USE. - Design vdId form oNywllh Mnek connectors. This design 4 based onlyupon paramelarsshown. end is for an lndlvidual building component. 'ITS� Applloabilltyof design paramelersand proper hcolporallon of component is responsitAlly of bulldBq designer -not truss designer. Bracing shown Is for lateral wppod of individual web members only. Addllloml temporary bracing to insure slobfllty owing condructlon Is the respordlbYllty of the MiTek . erector. Adc llioml permanent Ixming of the ovemll stmclure a the resporrbilly Of Ilse buddng dedgneL Forgemral guldame iegording _ fabilealloo. quality control,storage, delfery, erection and bracing, consult ANSlfTFII Quality Cdtedo,DSB-B9 and Bar BUII41ng Component 6904 Parke East Bind. Safely InformaIran available from Buss Pale kulllute. 781 N. Lee SBeel Sulle, 31Z Alexandd¢ VA 22114. IfSouthem Pine(SP) lumber is sp"Tried. th a design ralu es are those effective 06/01/2013 by ALSC - Tampa. FL=104115 M11323 JJ2 IMONOTRUSS T6797420 -1-0-0 2.0-0 1-0-0 2-0.0 Refer to MTek 'TOE -NAIL" Detall for connection to supporting carrier truss (typ all applicable jacks on this job) 3x4 = LOADING(psf)- SPACING 2-0-0 CSI DEFL In (Ioc) Well Ud TCLL 20.0 Plates Increase 1.25 TO 0.12 Ven(LL) -0.00 2 >999 360 TCDL 7.0 Lumber Increase 1.25 BC 0.07 Ved(TL) -0.00 2-4 >999 240 BCLL 0.0 ' Rep Stress Incr YES _ WB 0.00 HOrz(Q -0.00 3 n1a Na BCDL 10.0 Code FBC2010/TPI2007 (Matrix) LUMBER TOP CHORD 2x4 SP No.3 ROT CHORD 2x4 SP No.3 REACTIONS (Ib/size) 2=122/0-8-0 (min. 0-1-8), 4=19/Mechanical; 3=29/Mechanical Max Horz2=66(LC 8) Max Up11112=143(LC 8), 3=-29(LC 5) Max Grav2=145(LC 2), 4=38(LC 3). 3=39(LC 13) FORCES (Ib) - Max. Comp fMax. Ten. - All forces 250 Qb) or less except when shown. Scale =19.9 PLATES GRIP MT20 244/190 Weight: 8lb FT=O% BRACING TOP CHORD Structural wood sheathing directly applied or 2.0-0 oc pudins. BOTCHORD Rigid ceiling directly applied or 10-0-0oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during buss erection, In accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7-10; Vu1t=165mph (3-second gust) Vasd=128mph; TCOL=4.2psf; BCDL=3.Opsf; h=141k B=52ft; L=341C eave=6fl; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate gdp DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrenl with any other live loads. 3) • This truss has been designed for a live load of 20.Opsl on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide Will lit 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 buss to bearing plate capable of withstanding 143 lb uplift at joint 2 and 29lb uplift at joint �� 3. O S A. 6) Semi-dgid pilchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. A��,Q" P•"" EN� LOAD CASES) Standard FL Cert. 6634 January 29,2015 TWARN=Vn%dcsi nparmnete. and READ NOTES ON2711SANDINCLUDED MTEKREFERENCEPAGBAN-7473 BEFORE USE. ^. Design valid form onlywllh Mffek conneclors. lNsdeslgn is based onlyupon poromeleisshown. and is for an IntlMdrwl b dfng component. Applloabbty of design poramelets and proper Incorporation ofcomponenl Isresporelbllity of bulldln0 designer -not law designer. &acing shown Is for lateral support of Individual web members only. Additional temporary blaring to lnnxe slabfllly doling construction Is the responsUffty of the MiTeli erector. AtlNllorwlpefmanenlbradrpollhooverallshucluoNlheres risMilyoflliebulidingdoga".ForgeneraloUd meregadhg fabilcollon, qualityconkol storage. delivery, erection and bracing. consul) ANSIRPII Quality criteria.DSO.69 and BCSI Building Component 6904 Parke East Bind. 6aleN In[ ormalf.. avoloNe from Truss Rate Innitule, 781 H. Lee street. Sulle 312, Nexandllo. VA 22314.. Tarry.. FL 33610-0115 IfSouthem Pine (SP) lumber isspecified, the design values are those effective 06101/2013 byALSC 6. Job Truss I russ Type Oty Ply fiY Grand Carlon 111 with porch T6787421 M11323 AMONO TRUSS 9 1 Jab Reference (optional) Chambers Truss Ina., - Fon Pierce Ft. 34982 3x4 = 7.350 s Sep 27 2012 Was Industries, Inc. Thu Jon 2914A4:03 2015 Page 1 ID:PDYLfd SMdK4MSOTz7ZIRxyuFUH-2Z4glHM1s51729017vXSlm8OFn2SU PbCWrclhzgU7w Scale=1:11.2 LOADING(psf) SPACING 2-0-0 CSI DEFL In (lot) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.26 Ved(LL) -0.01 2-4 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.26 Ved(TL) -0.03 2-4 >999 240 BCLL 0.0 ' Rep Stress Incr YES WS. 0.00 Horz(TL) -0.00 3 - n/a n/a , BCOL 10.0 Code FBC2010/TPI2007 (Matrix) Weight: 14lb FT=045 LUMBER BRACING TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4.0-0 oc purling. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directlyapplied or 10-0-0 oc bracing. MiTek recommends [hat Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation Guide. REACTIONS (Iti/size) 3=69/Mechanical, 2=18508-0 (min. 0-1-8), 4=36/Mechanical Max Horz2=103(LC 8) Max Upllll3=-82(LC 8), 2=-188(LC 8) Max Gmv3=87(LC 13), 2=219(LC 2), 4=73(LC 3) FORCES (Ib) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2ps1; BCDL=3.Opsl; h=14f1; 13=5211; L=34f1; eave=6lt; 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 psi bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of k0pst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 1U7111 r1 f, 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 82lb uplift at Joint 3 and 188lb uplift at Joint �%%n 2. 6) Semi -rigid pitchbreaks Including heels" Member and fixity model was used in the analysis and design of this truss. ��,,1�0 E N• LOAD CASE(S) Standard FL Cert. 6634 January 29,2015 f �WdRNINO-Vnify design yarm rim and-==- NOTEEGN TNIS=-1-M—LUDED6IITEKNBF.B-R NCEPdOB T4rl-7473 BEFORE USE. ■■■ Design valid for use ordy Wlh Mgek conneclors. This design is based onlyupon parameters shovm. and is for an Individual bu2drg component.- ApldlcaWlly of design parameters and proper Incorporation of component is responsidilN of bulldog designer - not lsuss designer. Bracing shov,n Is forweb Is the llor the to insure slgner.For support nlbracing lional esponslbi111yo lneral all5s�cluure MiTek' Addditioonall pe aneteral 0adance regardingunflon geouring f the overcers ois the Bre baking de - - fatxlcallonquality conhol. storage. delivery. erection and bacbg. conwll ANS117PIl Quality Criteria,DSB-89 and BCSl Building Component 6904 Parka East Blvd. Salary INormallan ava2able from Truss Plate hulllute. 781 N. Lee Street. suite 312. Alexandria- VA22314. IMurhern Pine (SP) lumber isspecl0ed, the design values we those effective OB/01/2013 byALSC Tampir. PL336104115 bb Truss Truss Type Gty Ply 62'Grand Coilloalll wlh parch T6797422 M11323 J6 MONO TRUSS 8 1 Job Reference (oofional) Chambers Truss Inc.. Pon Pierce Ft. 34982 7.360 s Sep 272012 MTek Industries, Ine. Thu Jon 2914:44x14 20I5 Pagel ID:tP61tz_j7xSx_e_IXt4ra%y FUG-WIe3ydNwdPysfJzxZc2hHzg3fB19DR(kOAbAZ7zgU7e Scale-1:14.5 3x4 = LOADING(psf) SPACING 2-0-0 CSI DEFL In poc) Well Ud PLATES GRIP TCLL 20.0 Plates increase 1.25 TC 0.79 Vert(LL) -0.06 2-4 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.68 Vert(TL) -0.16 2-4 >418 240 BCLL . 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 . 3 nta Na BCDL 10.0 Code FBC2010rrP12007 (Maldx) Weight: 20lb FT=0 LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS (Ib/size) 3=117/Mechanical, 2=246/0-8-0 (min. 0-1-8), 4=56/Mechanical Max Horz2=141(LC 8) Max Uplitl3=-144(LC 8), 2= 218(LC 8) Max Gmv3=144(LC 13), 2=289(LC 2), 4=113(LC 3) FORCES (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. BRACING TOP CHORD Structural wood sheathing directly applied orb-0-0 oc pudins: BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MITek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2pst; BCDL=3.Opsl; h=1411; B=521t; L=34I1; eave=61t Cat 11; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'-This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a redtangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to Imes connections. 011111111111 5) joint Provide 2. mechanical connection (by others) of truss to bearing plate capable of withstanding 1441b uplift at joint 3 and 2181b uplift at `��.-�AA, q - -� 6)'Semi-dgid pitchbreaks Including heels' Member end fixity model was used in the analysis and design of this truss. ,``�%� Q\",\G E N 3E �� 3938( LOAD CASE(S) Standard S AT S�0NA� .�`�, I11+n 1111101" FL Cert. 6634 January 29,2015 s A wARNINO-Varjjdsign Fmmne7ersmrd READ N07ES ONTHISAND INCLUDED LIIIBKRP,PERENCE PACE III-7473 BEFORE ME. Design valid for use only with Mgek connectors This design bloated only upon paametelsshovm. and is for an Ind idual bulding component. F=*-4®� Applicability ofdesign poramelersand proper incorporalion of component is respomlullllyof bulldbxt designer -not bear designer.&acing shown IT _21 Is for lateral support oflndivitlual webmembess only. Addlllonal temporary bracing to Insure stabAilydutlag construction is the responslbllllty of the erector. AddlllowlpermenenttxmlwofiMoveratlstmclweblherespor laAltyollhebWdhgd ggner.Forgenerolgtgtkmeregardhg - MOW fabticallomquolltyconhol.storage.dellvery,ereclbnantllxachg.consult ANSIAPII Qualify CJlerler, DS8.89 and SCSI Sultding Component 6904 Perko East ONd. safe% Inlonnallan ava6able from Isar Rate Institute, 781 N. Lee Street. Suite 31Z Alexandria. VA 22314. ' If Sou them Pine(SP) lumberisspecined, the design values are thane effeedue O6/01/2013 by ALSO Tampa, FL 33610i715 4. L A. Job Truss I russ type Ory Ply 62' Grand Carlson 111 won porch T6]9]423 10111323 J8 MONOTRUSS 20 1 1 Job Reference (optimal)_ Chembem Two. Inc., Fort Pierce R. U982 3x4 = 7.350 a Sep 27 2012 Wax Industries. Inc. Thu Jan 29 14:44A4 2015 Page l ID:tP6jtz-j7xSx-c fxi4mgyuFUG-Wle3ydNwdP7sfJzxZc2hHzgB1 B060RIkOAbAZ7zgU7v LOADING (psi) SPACING 2-0-0 CSI DEFL In (too) I/dell Ud TCLL 20.0 Plates Increase 1.25 TC 0.51 Veri(LL) -0.15 2-4 >613 360 TCDL 7.0 Lumber Increase 1.25 BC 0.30 Vert(TL) -0.37 2-4 >245 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 rda rile BCDL 10.0 " Code FBC2010/rP12007 (Matrix) LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 31 REACTIONS (It )size) 3=163/Mechanical, 2=308/0-8.0 (min. 0-1-8), 4=76/Mechanical Max Horz2=179(LC 8) Max Up11it3=-203(LC 8), 2— 250(LC 8) Max Gmv3=200(LC 2), 2=360(LC 2). 4=153(LC 3) FORCES (lb) - Max CompJMax. Ten. - All forces 250 (lb) or less except when shown. Scale -1:17.7 PLATES GRIP MT20 244/190 Weight: 26lb FT=O% BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 as bradng. MiTek recommends that Stabilizers and required cross brddng 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=4.2psi; BCDL=3.Opsf; h=14ft B=5211; L=3411; eave=61t; Cal. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed for alive load of 20.0ps1 on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. _ �fs \\S 1 A 6) 1 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2031Is uplift at joint 3 and 250lb uplift at \\\ I Semi -rigid pitchbreaks including heels' Member end fixity model was used In the analysis and design of this truss. �,`,� .• PCi E N S 3938 = is LOAD CASE(S) Standard ATE OR k o.V- NAX- F1111111 FL Cert. 6634 January 29,2015 '®WARNING -Verify c1calm parwnctcra and READ NOIES ONTRIS d INCLUDED bff=l%6FRF!WCE PAGEMI.7473 BEFORE USE` . Design Vold foruse only wlih Mnek conneclols. this design is based only upon poramelers,shown. and is for an individual bulding component Applicabn1yof design parometer3 and proper incoryomilon of componenl b responsibility of Wlllding designer - nor truss designer. gracing awnm ,MOT lateral support oflMNldual web members only. Addillonal lemposarybracirg to lnueestabgltydullnUcomhuclion is lheresponstbuliryof the MlTek' - erector. Martlonal permanent bracing arms overall struclurek the respons Uilryol tnebrudingdesi0nef. Forgenerol guldanceregardinO fobdcallon.quality wnhol. storage. delivery, erection and bracing. consult ANSIRPI I Quality criteria.DSB-89 and SCSI Building Component 69D4 Parke East Blvd. If bou lntomationefrom I=Rate Institute,781N. Lee Street. Suite 312. Alexandria. VA 22314. them Pin ( specked, th a deeitrn values are thane effective 06101/20L3 byALSC Town. FL 33610-4115 Job Truss truss type ury Ply 62' Grand Conlon 111 with porch T6]9]42d Mf 1323 KJB MONO TRUSS 4 1 Job Reference o Bona Chombets Truss Inc.: Fort Pierce F. 34982 7.350 s Sep 27 2012 MTek Industries, Inc. Thu Jon 29 14A4:05 2015 Page 1 ID:Lcg54J7LUEancmZr4Ob7 W MyuFUF._xBRAzOZOi7jHTY87JZwgBDMBak8yo4ufgKj6ZzgU7u 7.3-4 Scale =1:20.8 3X4 = 5 3X4 = 7�4 3.11.12 LOADING (psi) SPACING 2-0.0 CSI DEFL In (too) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.29 Vert(LL) -0.06 2-7 >999 360 MT20 244/190 TCDL , 7.0 Lumber Increase 1.25 BC 0.31 Vert(TL) -0.15 2-7 >850 240 BCLL. 0.0 ' Rep Stress Incr NO WB 0.44 Hoa(FL) 0.02 . 6 Na rJa , BCDL 10.0 Code FBC2010/TP12007 (Maldx) Weight: 44111, FT=O% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc pudins. BOTCHORD 2x4 SP M30 BOTCHORD Rigid ceiling directly applied or 9-0-11 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=164/Mechanical, 2=411/0-11-5 (min. 0-1-8), 6=499/Mechanical ' Max Hoa 2=244(LC 8) Max Upl1114=-204(LC 8). 2=-325(LC 8), 6=-278(LC 8) Max Grav4=243(LC 13). 2=480(LC 2). 6=587(LC 13) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (I6) or less except when shown. TOP CHORD 2-3=-1117/488 ' BOTCHORD 2-7=-656/1112,6-7=-656/1112 WEBS 3-7=0/336, 3-6= 1221/721 NOTES 1) Wind: ASCE 7-10; Vult=169mph (3-second gust) Vasd=128mph; TCDL=4.2psh BCDL=3.Opsf; h=1411; 8=52/h L=34ft; eave=6lh, Cat. II; ' Exp C; Encl., GCpl=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss is not designed to support a ceiling and is not Intended for use where aesthetics are a consideration. �%J111111111, This trussdesigned lhiwith sother l 4) Thisruss has been deigned forr a liiveoad of 20. si on the bottom ord n all areas where arectangle 3-6-0 tall by.2-0.0 wide will NS A, ��.�t ;, ....... ' fit between the bottom chord and any other members. �� \ 3 5) Refer to girder(s) for truss to truss connections. ' G E N ' •., q�l.,� 6) Provide mechanical connection (by others) of Iuss to hearing plate capable of withstanding 204 lb uplift at joint 4,325 lb uplift at joint 2� • and 278 lb uplift at joint B. P•(0 39380r�--w. 7)'Semi-dgid pitchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. it : ///'� 6 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). �� l f LOAD CASE(S) Standard — ATE `�' 44/ 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 O •• ; Uniform Loads (pit) , ,C �,�T�S 'D TrapezoidalllLoads (pit) • 0 Ft + Vert: 8=0(F=22, 8=22)-to-4=-124(F=-40, 8— 40), 2=2(F=9, B=9)-to-5=-56(F=-18, B=-18) S�0N A� %%% 111111101 FL Cert. 6634 January 29,2015 ' �LVBRNING=Vnify deign yarwtmins and READ NOTES ON7NI6dNDlNCL(lDED LE7SKREFSRENCS PROS b11f-7473 BEFORE USE. Vs 4fy dREAlDnhbESONlyuponpD INCform Design volltl for wllh.p connectors. lmsshrnvn. antl is lndvidual bWdrlo component. rill', ApplkabOityofdeslgnparametersandpropermmpon lncoorallonofcoent is respondblllly oftluliding deslgnef-not leas designer. Bracing stlown- - IsforlaterolsupponoflndlvidualwebmembersoNy. AddlllorlallemporalybracBxllolnsuresla itydmfngcomlmclbnlslhemspoWN111yoftn, MjTre�� erector. Addaonalpelmanenlbt=hVoflheoverdlstmclureblhemsponsbillryoflr WOdngdeslgrecForgenerdoddanceregadhg fablfcatlmqualltycnnhol.storage.detWiy.erecllonond who.consUI ANSV1Pl1 Quality Criteria, DSB49 and BC5l Building Component 6904 Parks East BW. Safety Into. Nor, ava0able from Puss Rake Institute. 781 H. use Street. Sulle 312. Alexandra. VA 22314. If Southern !a.ISP)lumber is specified the design values are thaseeffective 06/01/2013 by ALSO Tow.. FL 33610411E Symbols PLATE LOCATION AND ORIENTATION 1 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. For 4 x 2 orientation, locate plates 0-1Q, from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 X 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION 7 Indicated symbol shown and/or CYy// 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. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4.8 I dimensions shown In R-in-sixteenths (Draw (Drawings not To stole) 1 2 3 TOP CHORDS 0 O O a O JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS CC -ES Reports: ESR-1311, 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 ALSCapproved/newvalues with effective date of June 1, 2013 General Safety Notes Fall Ure to Follow Could Cause Property: Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing. is always required. See BCSI.' 2. Truss bracing must be designed by an engineer. For wide truss spacing, Individual lateral braces themselves may require bracing, or alternative Tor I C1 bracing should be considered. O= 3. Never exceed the design loading shown and never - O stock materials on Inadequately braced trusses. , 0- 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 wone otjoint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from. the environment in accord with ANSI/TPI 1. B. 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. Comber is a nonstructural consideration and is the resporsblity of truss fabricator. General practice Is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions Indicated are minimum ploting 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 soccing Indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing. or less, if no ceiling is installed, unless otherwise noted. © 2012 MiTekO All Rights Reserved MITek Engineering Reference Sheet: MII-7473 rev. 02/26/2013 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 erwironmentoL health or performance tsks. Consult with project engineer before use. 19. Review oil portions of this design (front, back words and pictures) before use. Reviewing pictures alone Is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. DESCRIPTION: BEING ALL OF 13990 DALIA AVENUE, OF THE UNRECORDED PLAT OF FAIRWAYS OF ST. LUCIE COUNTY, FLORIDA. ABBREVIATIONS: FFE = FINISHED FLOOR ELEVATION R/W = RIGHT-OF-WAY R = RADIUS OF CURVE L = LENGTH OF CURVE SF = SQUARE FOOT A = DELTA OF CURVE W� 10-19-15 1 SURVEYORS NOTES: 30 1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE SHOWN HEREON. 2. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE LOCATED UNLESS OTHERWISE SHOWN. Z M 3. THIS SITE LIES WITHIN FLOOD ZONE °X", ACCORDING TO II 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 0 y' SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. U 5. BEARINGS SHOWN HEREON ARE REFERANCED TO THE 15 9,tn CENTERLINE OF DALIA AVENUE HAVING AN ASSUMED BEARING OF EAST, ACCORDING TO THE UNRECORDED PLAT OF FAIRWAYS, OF ST. LUCIE COUNT, FLORIDA 6. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED 30 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 #:/tSoCo-O5-N3 DRAINAGE CANAL — rTOP OF BANK PATIO AVERAGE TOP OF FORMS DALIA AVENUE 20' PAVED ROAD ALE: 1"=30' ALEXAMER J. PIAZZA PSM, INC. TE: 10-19-15 Surveying • Mapping • Consulting AWN: CJM*LB07280 619 SIN Biltmore Street Port St. Lucie, Florida 34983 B NO.: Phone: (772) 340-7770 15-2201 Fax: (772) 340-2250 I.".. . , I K:\BUILDERS\DWG2015\15-2201.dwg, 10/19/2015 7:58:13 AM St. L wla CO. ya Dai". _ L'o.. pp;". and CORPORATION II i ALEXAND J. PIA Professional myor & Mapper Florida Certificate No.: 6330