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Home My WebLink AboutSUBMITTED PAPERSALL APPLICA INFO M �TBE MPLETED FOR APPLICATION TO BE ACCEPTED _ Date: SCANNED Permit Number: BY 7. St. Lucie County JUN 0 2015 Building Permit Application at. Puonc v,�,r<<S Planning and Development Services Lucie County, PL. Building and Code Regulation Division 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential X PERMIT APPLICATION FOR: Building PROPOSED IMPROVEMENT LOCATION: Address: 13990 CANGUN Legal Description: 6/7 34 39 ALL THAT PART LYING NORTHEAST OF 95 Property Tax ID t#: 1306-111-0001-000/0 Lot No.13990 Site Plan Name: FAIRWAYS Block No. Project Name: Setbacks Front "7J\ Back: 3V Right Side: '0AOt LeftSide: DETAILED DESCRIPTION OF WORK: III MOBILE HOME REPLACEMENT: SINGLE FAMILY RESIDENCE - 2 BEDROOM / 2 BATH / GARAGE CONSTRUCTION INFORMATION: itiona wor to e e Z✓ HVAC 0 orme under Gas Tank tispermit—checka Gas Piping apply: _Shutters Z Windows/Doors Z✓ Electric 0 Plumbing Sprinklers 11 Generator Z Roof Total Sq. Ft of Construction: 2,108 Cost of Construction: $ 58,000 S'c Ft. of First Floor: 2,108 Utilities:Sewer Eheptic 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. / t c _ trAcu/c P23-7 S64 r "SUPPLEMENTALCONSTRUCTION LIEN LAW INFORMATION: III Name: BRADENSBRADEN 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: _Not Applicable Name: _ Address: City: Zip: Phone: I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the�permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or an covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that i will, in all respects, perform the work in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before commencing work or recording your Notice of Commencement. STATE OF FLORIDA COUNTYOF St_ The forgoing instrument was acknowledged before me this 29 day of June 20 a by 15 MatthewLLyle Wynne (Name of person acknowledging) (Sigriature of Notary Public- State of QV6a ) Personally Known x OR Produced Identification Type of Identification Produced Commission No. _,.;�^"d•:ga; SMAN MAGEE kd1 .r MY COMMISSION 0 FF 1876o Revised 0711 STATE OF FLORIDA COUNTY OF St- Lucie The forgoing instrument was acknowledged before me this29_dayof jjlnP 20_j4,by 15 Matthew Lyle Wynne (Name of person acknowledging) i (SignatZfKe of Notary Public- State of F da ) Personally Known x OR Produced Identification Type of Identification Produced Commission No. 2019 REVIEWS FRONT ZONING SUP�PWISOR PLANS VEGETATION SEATURTLE MANGROVE COUNTER REVI W VIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE INITIALS St. Lucie County Building'& Zoning _ 2300 Virginia Ave `io oP Fort Pierce, FL 34982 BUILDING PERMIT SUB -CONTRACTOR SUMMARY. Wynne Building Corporation (Company/Individual Name) project located at will be using the following sub -contractors for the (Street address or Property Tax ID H) It is understood that if there is any change of status regarding the participation of any of the sub -contractors listed below, I will immediately advise the Building and Zoning Department of St. Lucie County. Trade- Name of Company/Contractor St. Lucie County/ State of Florida License Number' Electrical S & W Electric, Inc. 2045 ER0009416 Plumbing Lindquist Plumbing & Supply Co. 19150 CFC057672 HVAC/ Comfbrt Control of St. Lucie 8288 Mechanical CACO24379 Roofing Treasure Coast Roofing, LLC 19496 RC29027087. Gas ntV, r E USE PERMIT ISSUE DATE: NUMBER: 04/23/2015 09:12 7728787656 WYNNE BUILDING CORP PAGE 02/02 PERMIT# ISSUE DATE PLANNING & DEVELOPMENT SERVICES ' Building & Code Compbiance Division 30 BUILDING PERMIT SUB-CONTItACTOB AGREEMENT St Lucie County Contractor Certification Number � n e n State ofRoddaCerificationNumber gfgpumDie): FR0009416 have agreed to be the R1 PCtri rat _Sub-coutractorfor Wynne Development Corp. (Type of •itade) • (Ihiram Contractor) 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, 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) NOTAItI.ZED SIGNATURES ARE REQUUM Business Name: Address: City/State/zip: S&W Electric 501 W- Coker Rd. EQxt rat FL- 34945 Phone: email: GNATURE Lawrence Stubbs PRINT NAME STATE OF FLORIDA, COUNTY OF L (j e- / IDENTIFICpATION. *XA�R NOTARY PUBLIC 1 !' 1 P NAME OF NOTARX PUBLIC SLCPDS: 12116f1013 � DATE THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS _�* `DAY OF Jv Q 20 \'S BY m ` WHO IS PERSONALLY KNOWN _,�— OA HAS PRODUCED (STAW) BEDGE °CCoomm ssi n # EE 09915 %Expires October 21, 2016 9ffi�'T�.F�yiyyarc¢BOWB.rT018 11/18/2014 15:56 7728787956 WYNNE BUILDING rnoP PAGE 02/02 -7-7: : PERMITit ISSUE DATE ANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: , 9 f, 9 n 1 State of Florida Certification Number (if applicable): CFC14258 ui Plumbincf have agreed to be the (Company Namcandividust Name) Plumbing Sub-contractorforwynne Development Corp- (lype of Trade I (Primary Contractor) For the project located at \ J \ 1y \ w' (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 Departanent of St_ Lucie County by filing a Change of Sub -contractor notice. (Form: SLCCDV (No. 004-00) BUSINESS QUAL1 FIER (Name of the individual shown on the Contractor's License) NOTARIZED SIGNATURES ARE REQUW D Business Name: Lindquist Plumbing Address: 3185 Sneed Rd city/State/Zip: rnrf; PiCP, rr 14 R d 5 Phone: (777) 467—'I969 email: SIGNATURE PRINT NAME DATE STATE OF FLORIDA, COUNTY OF 57T ` M o r e THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS c2G DAY OF �l N 6_ , 20-r BY to I_ C4 s e WHO IS PERSONALLY KNOWN V*/ OIt HAS PRODUCED AS IDENTIFICATION. (STAMP) O.(L1n�L4ir. (.P� Gto�LG��. '/c72ai1{Y f`/'rN 7✓ASKfn1 ..^ SIGNATURE O OTARY PUBLIC PRINT NAME OF NOTARY PUBLIC SLCPDS: 12/16/2013 DOROTHY ANN BASKIN 11.PV ...... Py`6 _ ,�, Notary Public - Slate of Fbrida • ; . •, My Comm. Expires Oct 2, 2016 Commission N FF 015226 Banded Through National Notary Assn. . 11 L11 G.,I . V . IL IIL-I V I V_I PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT I St. Lucie County Contractor Certification Number. I State of Florida Certification Number (If applicable): CACO24379 of St Lucie County, Inc. have agreed to be the (Company Name/{nalvlaaru rNawc) air conditioning Sub-contractorforWynne Development Corp. (Type of Trade) (Primary Contractor) For the project located at ` CC `-Q� � . (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 QUA LMER (Name of the Individual shown on the Contractor's Liceni e) NIDTARIZED SIGNATURES ARE REQUIRED Business Name: Comfort Control of St Lucie County. Inc, Address: City/State/Zip: Port St. Lucie FL. 34983 Phone: 2 r 7 a G a n 1 n email: �APRfINT NAME DATE A I ORIDA, COUNTY OF Jl �((G1 G THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS QL"AY OF WHO IS PERSONALLY KNOWN OR HAS PRODUCED SIGNATU OF NOTARY PUBLIC PRINT NAMJ SLCPDS: 12116/2013 AS IDENTIFICATION. // (STAMP) i OF NOTARY PUBLIC r(7yNN 'State of t Florid t Uij Tracey fascola un EE 193340 216 04/15/2015 10:53 7i2 ' r1656 WYNi,E BUILD:, ' ,OP.P PAGE 02/02 PERMIT# I I ISSUE DATE PLANNING & DEVELOPMENT SERVICES Building & Code Compliance, Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification N imber; State ofMorida. Certification Number afapprc,bla). Treasure Coast Roof Ina LLC have agreed to bed e (Company Name/Individusl Name) Roofing _. Sub -contractor for W rota Develo ment Corp (Type of Trade) (Primary Conttoctar) 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. 004-DO) BUSINESS QUALIFIER (Nome ofthe Individual shown on the Contractor's License) PTOTARIZED 51,YA i[ RES A RE RJEQU.J RW Business Name: Treasure roast ROOPirin, LLC Address: J g1_ 6 Ri I tmora St. City/State/zip: por c, r,nr: Q,JTL 3423A Phone; 7 2 3 3-B 308 email: _ Brian Kaione SIGNA k PRINT NAME DATE STATE OF FLORIDA, COUNTY OF � THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME TRIS-DAY OF BY_— �L p ry B _WHO IS PERSONALLY KNOWN ✓ nrr uec PRODUCED AS IDENTIFICATION. 611:1o_4(SxAM) iSIATUREPR N�i n�Rra AMP, OF NOTARY PUBLIC SLCPDS:12/16/2013 -•�•M'�;�as DOROTHY ANN BASKIN MF Notsry Public • State of Florida My Comm. Expires Oct 2, 2016 r' Commission # FF 015226 1' O"b4'••• Banded Through National Notary Assn. ST.'LU.CIE 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: #1306-111-0001—onn/n- F,/7 44 7Q all that Fart 1� inR1_ (Tax ID/Legal description/Address) northeasterly of I-95 for which I have applied to St. Lucie County for a Final Development Permit. In accepting this Final Development Permit, BP Number , I acknowledge that 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 T,vIP Wynna hl Q(�9Q/IS Property Owner Name MRro ert, Owner nature Date STATE OF FLO RIDA, COUNTY OF St- Lucie ACKNOWLEDGED BEFORE ME THIS 29 DAY OF June ,2o15 BY Matthew WHO IS PERSONALLY KNOWN TOME R WHO HAS PRODUCED AS mENTIFICATION. �. .�Sisan Magee SIGNATURE OF NOTARY TYPE OR PMT NAME OF NOTARY (SEAL) NOTARY PUBLIC TITLE COMMISSION NUMBER SUSANIIAOEE MY COMMISSION Y FF 187647 ;�._3'r•}€` EXPIRES: FebaW 23,p19 Banded Thou WWI PubkU deneefen Professional Insulators of South Florida �� -Q 5 5D FTC Insulation Installation Certificate To: St Lucie Conn Date: November 30 2016 Re: Lot/Block, Address; 13990 Cancun Project: The nndersi ned hereb certifies that insulation has been iu9tatled in the above described oronerty as follawoe ,* w,�2r'or cn� wans nave been insulated with: S my-oa Cellulose Thickness in in Manufacturer: Fi Foil Fiberglass Blankets Density: Rock Wool Blankets R-Value: R 4.1 X; Aluminum Foil Rigid Board Polystyrene Other 2. Ceilings (level) have been Insulated with; Spray -on Cellulose Thickness in inches: X Fiberglass Blown Manufacturer: Climatepro Rock Wool Blankets Density: Aluminum Foil R-Value: R-30 Polyurethane Open Cell SPF Ceilings (Inaccessible) insulated with: Spray -on Cellulose Thickness in inches: 9.5" X Fiberglass Blankets Manufacturer; Johns Manville Ignition Barrer Density: Fiberglass Blown R-Vahlc; R-30 Cellulose Loose Fill Open Cell SPF 3. Interior kneewalls have been insulated with: Fiberglass Blankets Thickness in inches: Fiberglass Loose Fill Manufacturer: Rock Wool Density: Fiberglass Blown R-Value: Cellulose Loose Fill Open Cell SPF 4. Garage partition walls of A/C living area have X IFIberglass Blankets been insulated with: Rock Wool Thickness in inches! 3.5" Polyurethane Manufacturer; Johns Manville Spray -on Cellulose Density: Open Cell SPF R-Value: R-1 I 5. The following have been insulated: ++`��.• • "�,�r 5 '~ 2tlQS r�•0•'.�btler•' . ��+ ,., ,.•.��4�. ++e WYNNE BUILDING CORP. Genera# Contract/Builder CHC1254041 Corr etcuc # Professional Insulators of South Florida Inc. lOU> ••`b +++Itq"UN Insulation Contractor Planning & Devidpoment Services Building & Code Regulation Diviisian 2300 Virginia Ave. Fort Pierce, FL 34982 772-462-2165 Fax 772-462-6443 Request for 30-Day Temporary Pouter Release Date: \.lo Project Address: \24RR Peit Number: \ rm W THE UNDERSIGNED HEREBY REQUEST RELEASE OF ELECTRICAL POWER TO THE ABOVE DESCRIBED PROPERTY, FOR A PERIOD NOTTO EXCEEDTHIRTY (30) DAYS, FOR THE PURPOSE OFTESTING 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 wiH be no occupancy of any type, other than that permitted by construction during this time period. 2. As witness by our signatures, we hereby agree to abide by all terms and conditions of this agreement, including Building Division Policy, which is incorporated herein by reference. 3. All conditions and requirements listed in the attached document entitled "Requirements for 30 Day Power for Testing' have been fulfilled and the premise is ready for compliance inspection. 4. All requests for an extension beyond 30 days must be made in writing to the Building Official stating the reason for the request Power may be removed from. the site and/dr a Stop Work Order issued if the Final Inspection has not been approved within 30 days. A fee of $100.00 will be required to lift the Stop Work Order. WE HEREBY RELEASE AND AGREE TO HOLD HARMLESS, ST. LUCIE COUNTY, AND THEIR EMPLOYEES FROM ALL LIABILITIES AND CLAIMS OF ANY TYPE OF NATURE WHICH MAY ARISE NOW OR IN THE FUTURE OUT OF THIS TRANSACTION, INCLUDING ANY DAMAGE WHICHMAY BE INCURRED DUE TO THE DISCONNECTION OF ELECTRICAL POWER IN THE EVENT OF VIOLATION OF THIS AGREEMENT. DATE ££9-:1 £000/M00d M-1 999L8LKLL daoO euipling auuAM -WObJ LL-60 9L� 9Z-OL Planning & Development Services Building & Code Regulation Division 2300 Virginia Ave Fort Pierce, FL 34982 772-462-2172 Fax 772-462-6443 CERTIFICATE OF TERMITE TREATMENT CONSTRUCTION SOIL TREATMENT PERMIT #: S06-f�5"S'O JOB ADDRESS: 13996 6146,14,7 , For-- Pre 4?,, 3gyl'J BUILDER/CONTRACTOR: 'Kojnz, ✓1 Pall Lan tee_ PEST CONTROL CONTRACTOR: EVICT -A -BUG TER ITE & PEST CONTROL INC. PEST CONTROL LICENSE #: J13175775 We, the undersigned, hereby certify that we have pretreated the above described construction for subterranean termites in accordance wiP the standards of the National Pest Control Association. Square feet if area treated: -50I SC Ll� Chemicals used: BASpLwe Percentage of solution:.06% Total gallons used: �/ a Date of Treatment: Time of Treatment: Footing Slab 1'� Treatment 1t Treatment Re -Treat Re Treat Driveway Pools __la Treatment i't Treatment Re -Treat Re -Treat _Other b Perimeter for Final Inspection 1 t Treatment }u Re -Treat / g ,)K lg Signature of Extermina D e Note: There must be a completed form for each required treatment or re -treatment and this form mustbe on the job site to be picked up by the Inspector at time of each Inspection or the scheduled Inspection will fail and a re -inspection fee charged. FBC104.2.6 Certificate of Protective Treatmentforprevention of termites A weather resistantjobsite posting board shall be provided to receive duplicate Treatment Certificates as each required protective treatment Is completed, providing a copy for the person the permit Is Issued to and another copy for the bullding permit riles. The Treatment Certificate shall provide the product used, Identity of the applicator, time and date of the treatment, site location, area treated, chemical used, percent concentration and number of gallons used, to establish a verifiable record of protective treatment. If the soli chemical barrier method for termite prevention is used, final exterior treatment shall be completed prior to final building approval. St Lucie County requires for the final inspection for CO, a Permanent Sticker to be placed on the electrical panel box cover, listing all the treatments and dates of applications. xevisea 0 TITAN CC)NCRETE "Thankyou,- We appre_ ciate your business" Materials for Life Ticket no. g Crete�-- VERO BEACI-,; 2724 INDUSTRIAL BLVD 343271 VERO BEACH; FL 32960. Delivery date Plant Truck I Driver i:• Truck size Type job , Icu orri Vcl.lb bil. ustomername Ibi 1 , {INSEY, JHMEc.:r-' Zone 10. 00 B-13-)CcD Tarmet�io ec[rid. I Cusf6riier'P.'O:ho: HL. UUINL �drde�rno. bI Terms code Timedue 1' LCharge delivered 3-C.O.D. 42-Charge EO.B. A-E.O.D -EO.B. livery name and address 74 Lot i Block I r ° �i County ST LUCIE COUNTY 1.3990 CANCUI! AVE, FORT PIERCE FAIRWA`iS SUBDIVI$ION*,** 95 & INDRIO RD f `. 00' .Quantity - I � Product • u/M; Unit price ' Amount. i 10. 00 1 QI. Cho 10. OJI 1. CIO 1. 00 'A61$F'1, i GOOO #0 PM Z60 CY 300007 FUEL-SURCHG LD 300014 ENV IRON ,SURQP ' Lr� R'ECE V APR 2 Loa i f Arrive job site Startdischarge Firiiih discharge Leave job site Arrive plant (hJ�2$ APR 06.0 ? � . Subtotal Sales tax � --, TOTAL• ° Additional water4dded'to this concrete will reduce its strength. Any water added is at customer's risk. Gallons of water addeh./ Gallons of water added e_ Gallons of water. added: — Amt of CY Retained: Customer Approval: , Customer Approval: Customer Approval: I. Customer Approval: ITested Tested' properly No. hhoFilzedd and d-/recc ve�� o Yes ❑ No ❑ Yes ❑ /y No 2 V 0 2 ut Lot: .Safety is a constant state of mind, with every employee feeling responsible Block: and empowered to act to cause hirer Addiess: Correct Not Correct and others to work safely, on the belief that all accidents are preventable and that zero incidents is the only goal. TITAN FLORIDA LLC TERMS ANDICONDI-CIONS OF SALE L All sales will be subject to these terms millions lions ("Contract") and, if buying on credit, to Buyer's credit agreement with Seller, incorporated herein by reference; all other terms, including any terms contained in Buyer's purchase order, are excluded unless agreed to by Seller in writing. Any changes must be in writing and signed by each party. This Contract will be construed in accordance with the laws of the state of Florida. For all disputes relating to this Contract, Buyer hereby consents to thejurisdiction 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'h% per month or the maximum rate allowed by law will be imposed on outstanding and delinquent invoices from the date of delivery until paid. Buyer will pay to Seller all applicable federal, state and local sales and use taxes. In addition to any other available rights and remedies, 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 vent of Buyer default of any Contract prgfisions, or if the financial status of Buyer becomes impaired or deemed unsat- isfactory to Seller. la ire o Seller exert' • any of its rights will not be. deemed a waiver of any such right. 3. Regular delivery o s re :00 a :tt ., 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 minim a for each delivery is f6 cubic. yards. 4. Buyerwill give S ller111 3X is' ietr�r 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. r, 5. Buyer must provide suitable approaches to delivery points beyond paved streets. For delivery beyond curb lines, Buyer assumes Al liability for damage to vehicles, sidewalks, driveways, pipes, septic tanks, and/or other properly, and Buyer will indemnify and hold Seller harmless from and against any and all liability, loss and expense incurred as a result of such delivery, includipg 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 anq Seller's return charge per truck for, (i) orders not cancelled at least one hour prior to delivery time; (ii) concrete delivered due to Buyer's mistake or in excess of requirements; (iii) concrete not deliverable due to unsuitable approaches. 7. Concrete prices and quantities are based upon the wet volume at the time gq1'discharge from the truck, and are not sold "form measurement' or measured "in place". Yield will be established in accordance with applicable ASTM standards. Buyer willpay all charges incident to inspection or tests made by or on behalf of Buyer. 8. Limited Warranty: Buyer is solely responsible for determining the type and quantity of goods to be purchased. Seller warrants that its products will meet or exceed applicable American Society for Testing Materials (`ASTM") and American Concrete Institute ("ACI") standards, when tested in accordance with ASTM and evaluated by ACI standards. Seller will repair or replace any goods supplied by Seller that fail to meet this limited warranty, within one year after delivery thereof. Seller will uphold its warranty obligations under Florida statute 718.203, as applicable. ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED, INCLUDING WITHOUT LIMITATION THE WARRANTIES OF MERCHANTABILITYAND FITNESS FOR A PARTICULAR. PURPOSE, ARE HEREBY EXPRESSLY EXCLUDED. THE REMEDY SET FORTH IN THIS SECTION 8 WILL CONSTITUTE THE SOLE REMEDY OF BUYER UNDER THIS LIMITED WARRANTY. 9. Seiler will not be responsible for slump, strength or quality of any concrete to which water or other material has been added by or on behalf of Buyer. Buyer will be responsible to see that the concrete is handled in accordance with best construction practices. Seller has no control over the placing or handling of concrete after unloading and does not guarantee the finished work in which it is used. Buyer will be responsible to prevent concrete after unloading from coming into contact with any material, such as aluminum, which may adversely inipaef concrete strength. 10. Buyer will famish any adntixttges 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 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 thetime 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. INNO EVENT WILL SELLER BE RESPONSIBLE FOR DAMAGE DUE TO THE ACTIONS OF OTHERS OR THE FAILURE OF BUYER TO COMPLY WITH ITS OBLIGATIONS. SELLER'S LIABILITY FOR ANY CLAIMS WILL BE LIMITED TO THE PURCHASE PRICE OF THE GOODS SOLD UNDER THIS CONTRACT. 14. Notice. All notices to Seller will be sent in writing to the sales office issuing the price quotation, with a copy to Credit Department, 455 Fairway Drive, Deerfield Beach, FL 33441. ' 15. Severability. The unenforceability of any provision of this Contract will not affect the enforceability of any other provision of this Contract, and each other provision of this Contract will be severable and enforceable to the extent permitted by law. WARNING: CAUSES SKIN IRRITATION - IN.iURIOUS TO EYES. CONTAINS PORTLAND CEMENT. FRESHLY MIXED CONCRETE MAYCAUSE 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 WW W.TITANANIERICA.COM. Rev'd 2-08 04/29/201G 11:16AM FAX termite Inspection termite pretreatment: Zest Control Rodent Service Fir"'ftt;Lawn Service. Whitefly Treatment Licensed & °Insured (as 'ST PREVENTIOJN' rE OF SERVICE It,.._. M0001/0001 I ?o7%=323-7921 Toil Free: 1-877-365-9990 Fax: 772-340-5990 Email: Evietabug@gmail,com 2373 SW Woodridge St, PorEgt. LUdie;'�`C`�'g53 Notice of Preventative Treatment for Termites Florida Building Code (FBC) 104:28%dnd Broward County Chapter FBC 105.2.2) _ I 'TERMITE SERVICE I RODENT EXCLUSION & REMOVAL I WHITEFLY TREATMENT TIME r ' > a NAME I CONTArTPERSON A. TRUCTUREADDRESS (LOTIB''I(i:I CITY,STATE,ZIPC430E , COUNTY, -;A 1.39yd Cp ILurtt ��'• T/lti rL � s.F iLl (.i! _ EATmENTixPEfAREEAA?bk" FLOATING APRIOEt1HIC a PATIO O GARAGE o DRIVEWAY o STEM WALLIFOOTERS O ADDITION CUTOUTS d FOOTER U FRONT ENTRY O:RETREAT ❑ BgRACARE TREATMENT O PLUMBING CUTOUTS Q SIOEINALRS ,TAMP&TREAT, 13 TREAT ONLY UFINAL OPGOLDECK :,MbTHER IODUCTI rBAS�p U•ggMINroN 2LACTNE INGREDIENT O TERMID096U BORACARE ❑ PREMISE :..:..: + ITN NGREDIENT .sr:•-,': 'd'14IiD'��'R1N' Irit OC7 �yp . ,. •'•e•• ONCENTRATION %06% 4,12% •77'lD8S°!° U.05% ❑20% US% ❑OTHER GALLONS APPLIED 13 U REa OTAGE,y~ iJNEAR.F00TA0E UO ARE FOOTAGE VERIFIED RES ONO MEASUREDORVERIFIED PER PLANS OS READY CONDMOT48 Md r— ES ONO (spar 104.2.6 FBC- If soft chemlcahbarderltlBih'od tar termite preveagon496sed. Final axtorior treatment shall be completed pddi°Co Oiral`iiiiif�inggpprovet. 4 �W"hS Corlplimm, The bu➢dingh2s received a cD ete Ueabnenl far the prellenfion of subterranean termites. Treatment Is in accordence WUh Nleb and (aces established >rthe Florida OepedmertofAgfj%1Iu(eand CohsumerSb'^W;(!glh RjculdpAgIldlfigCoda.) f this notice is for the final exterior Ireatmonl, initial and dale this One 'INAL § hCKFR CIELECTRICALPANEL 6VXf5f HFATER ❑OTHER . PayInentTerme: PaymentdueatfsnoofQ5. Dale AppUestoc:(S tABugTermteandPestcontm,W4 f �Y T ��✓. Jl �r\'s Date Customer (Property Owner orAtient) LoI TITAN 01 C43MCRF-TE "Thank you - We appreciate your business" Materials for Life° toe e yt A4- i '�`f 66, g Crete FOnT PIERCE 41' 9 SELIIIt? ROAM FT PIERCE. FL 34922 2842SG Delivery date. 'Plant Truck Driver Truck size T L714 �Invie. E.2a. _ 14�I1b 7_EIL.INSKI.• ROBERT 11.IN Customer. no. "Customer name Zone 900011555 I RODNEY HALL CQNCRETE CONS? pe job SLAB On TaxCD T Tarmac,proJect no. ;Customer P.O. no.. Order no. Terms code yCharge delivered 3-C.O.D. Time due G,.4 i nl7 i g91 -} I2 IDS " 14 Charge F.O.B. 4{.O.D-F.O,B. Deliveryname and address., Lot Block CounTy ST LUCIF OIJII AVE.IJI�I V� • 13?�ID CAA�E, FORTS PIERCE Instructions i{:j MUHIY4' IU 1NL'HIU H L' fR. S'ANISH HKES LAGGS ST�TR. CANCUN AVE TR •LVIJ -IL. UE 0 slump s.OQ 'S TU UnitpAie lJArnount. i Load Cumulative Ordered Code Description 1 i. TO 3. 00 33 00 CAF 95R102500 ;r57 CY i i . 01-A 10 364 MASTERFIBEk M35 - . , 04F CY I. IZIM 817)(,007 FUEL SURCHG LD i,L?10 8414014 ENVIRON SURCHG LD r tom' ra c� Load Arrive•job site start discharge Finishdischarge Leave job site Arrive plant `" ([JU Subtotal �� / • � C� �7� �T- O �� sales tax 6 TOTAL Additional water added to this concrete will reduce its strength. Any water added is at customer's risk. Gallons of water added:, 12'Z Gallons of water added: _ Gallons of water added. _ I Amt of CY Retained: Customer Approval: Customer Approval: Customer Approval: Customer Approval: Tested - Tested properly No. n (� Authorized and received by ❑Yes ❑JJd' ❑Yes ❑No 720 X S-65re.....'I\ 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: Address: Correct Not Correct TITAN FLORIDA LLC TERMS AND CONDITIONS OF SAL', 1. All sales will be subject to these terms and conditions ("Contract") and, if buying on credit, to Buyer's credit agreement with Seller, incorporated herein by reference;'all other terms, including any 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 beconstruedin 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 monthof 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 dice. Interest at the lesser of i9,% per month or the maximum rate allowed by law will be imposed on outstanding and delinquent invoices from the date of delivery until' paid. Buyer will pay to Seller all applicable federal, state and local sales and use taxes. In addition to any other available rights and remedies,. Seller will be entitled to recover from Buyer all costs of collection and litigation including, but not limited to, reasonable attorneys' fees. Seller reserves the right to: require payments in advance or to cancel the unfilled portion of this Contract without notice in the event of Buyer default of any Contract provisions, or if the financial status of Buyer becomes impaired or deemed unsat- isfactory to Seller. Failure of Seller to exercise any of its rights will not be deemed a waiver of any such right. 3. Regular delivery hours are 7:00 a.m. - 5:00 p.m., Monday through Friday. An additional charge may be added for deliveries outside of these hours and for any waitinglunloading periods in excess of 60 minutes. Prices are based on full loads; an additionalchargewill 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 )east 48 hours prior notice of the time and rate of requested deliveries. Delivery schedules will be mutually agreed upon between Seller and Buyer. Deliveries will be made to the best of Seller's ability to dispatch, however. Buyer waives any claims associated with any delays in delivery. 5. Buyer must provide suitable approaclnes'to delivery points beyond paved streets. For delivery beyond curb lines, Buyer assumes all liability for damage to vehicles, sidewalks, driveways, pipes; septic tanks, and/or other property, and Buyer will indemnify and hold Seller harmless from and against any and all liability, loss and expense incurred as a result of such delivery, including but not limited to towing charges, except to the extent caused by Seller's gross negligence or willful misconduct. Buyer waives any right of subrogation against Seller. 6. Buyer is responsible for full payment of, including all costs of disposal and Seller's return charge per truck for, (i) orders not cancelled at least one hour prior to delivery time; (ii) concrete delivered due to Buyer's mistake or in excess of requirements; (iii) concrete not deliverable due to unsuitable approaches. 7. Concrete prices and quantities are based uponthe wet volume at tlue time of discharge from the truck., and are not sold "form measuremenf' or measured "in place". Yield will be established in accordance with applicable ASTM standards. Buyer will pay all charges incident to inspection or tests made by or on behalf of Buyer. 8. Limited Warranty: Buyer is solely responsible for determining the type and quantity of goods to be purchased. Seller warrants that its products will meet or exceed applicable. American Society for Testing Materials ("ASTM") and American Concrete Institute ("ACI") standards, when tested in accordance with ASTM and evaluated by ACI standards. Seller will repair or replace any goods supplied by Seller that fail to meet this limited warranty, within one year after delivery thereof. Seller will uphold its warranty obligations under Florida statute 718.203, as applicable. ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED, INCLUDING WITHOUT LIMITATION THE WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE, ARE HEREBY EXPRESSLY EXCLUDED. THE. REMEDY SET FORCH 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 beenadded by or on behalf of Buyer. Buyer will be responsible to see that the concrete is handled in aecordance.with best construction practices. Seller has no control over the placing or handling of concrete after unloading and does not guarantee the finished work in which it is used. Buyer will be responsible to prevent concrete after unloading from coming into contact with any material, such as aluminum, which may adversely impact concrete strength. 10. Buyer will famish any admixtures or ingredients it desires that are not regularly supplied by the Seller in the marketplace. Buyer will be solely respon- sible for the effect of such 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 inan 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 allegedtlonconforming materials or any other cause whatsoever (other than failure to meet compressive strength, in which event the time for notice will be within 48 hours after the customary time for analysis of the test cylinder), time being of the essence. Seller will be given reasonable opportunity to investigate all claims. Any failure by Buyer to give written notice within such 48 hour period will be deemed a conclusive waiver by Buyer of all such claims against Seller. 13. SELLER WILL NOT BE LIABLE UNDER ANY CIRCUMSTANCES FOR ANY SPECIAL, INCIDENTAL, PUNITIVE OR CONSEQUENTIAL DAMAGES INCLUDING, WITHOUT LIMITATION, ANY DAMAGES RELATED TO DELAY, WHETHER BASED ON STATUTE, TORT, CONTRACT, OR OTHERWISE, AND WHETHER OR NOTARISING FROM SELLER'S NEGLIGENCE, STRICT LIABILITY OR FAULT. INNO EVENT WILL SELLER BE RESPONSIBLE FOR DAMAGE DUE TO THE ACTIONS OF OTHERS OR THE FAILURE OF BUYER TO COMPLY WITH ITS OBLIGATIONS. SELLER'S LIABILITY FOR ANY CLAIMS WILL BE LIMITED TO THE PURCHASE PRICE OF THE GOODS SOLD UNDER THIS CONTRACT. _ 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 by law. WARNING: CAUSES SKIN IRRITATION - INJURIOUS TO EYES, CONTAINS PORTLAND CEMENT. FRESHLY MIXED CONCRETE MAY CAUSE SKIN IRRITATION OR INJURY. AVOID CONTACT WITH SKIN WHERE POSSIBLE. WASH EXPOSED AREAS PROMPTLY WITH WATER. IF ANY MIXTURES GET INTO THE EYE, RINSE IMMEDIATELY WIT14 WATER AND GET PROMPT MEDICAL ATTENTION. KEEP OUT OF REACH OF CHILDREN. MATERIAL SAFETY DATA SHEETS (MSDS) ARE AVAILABLE AT W W W.TITANAAIERICA.COM. Rev'd 2-08 l t- Planning & Development Services Building & Code Regulation Division 230o Virginia Ave Fort Pierce, FL 34992 772462-7172 Fax772.462-"43 CERTIFICATE OF TERMITE TREATMENT CONSTRUCTION SOIL TREATMENT PERMIT #: (,506 JOB ADDRESS:i f 3 9Q0 Call(46 I . � �+ BUILDER/CONTRACTOR: PEST CONTROL. CONTRAC& ' ti � � ti � ' � PEST CONTROL LICENSE _ We, the undersigned, hereby certify that we have pretreated the above described construction for subterranean termites in accordance with the standards of the National Past Control Association. Square feet if area treated: I la Chemicals used: Percentage of solution; ° 06 Total gallons used: % Date of Treatment: "! 6 Time of Treatment: ,%"'Ie —Z0 Footing lab — 1chTreatment —1 Treatment _Re -Treat Re -Treat _Driveway --"-Pools 1� Treahnent __,.—S Treatment _Re -Treat —Re-Treat Other __.Perimeter for Final Inspection _1¢ Treatment o� v .Re -Treat C Signature of EmrmimKor Note: There must be a completed farm for each required treatmentorm-ireabnentand thlsform mustbe on thejob site to be Picked up by the Inspector attime of each lnspedlon or the scheduled Inspection will fall and a•re lnspedlwv fee drargcd- FBC104.2.6 Certificate ofproteedve Treatmentiarpreventfon oftermitea A weatherrerbtantjobsite postin9 board shall be provided to receive duplicate Treatment CPrHAcates as Padv required protective trealmeennit fi �cOm1Trreatment prodding a copy for the person the permit is issued to and another copy for the bullding p Cerdfrcateshali provide the product used, Identityofthe applicator, Hine and dale of the treatment site location, area treated dvemlcal used, percent mncentradon and number ofgallons used, to establish a vedTiable record of protective twabnent. if the soil chemical barrier method for termite prevention Is used, final awadorhaahnent shall be completedprrorM finalbalidingapproval. St Lucie County requires for the final inspection for CO, a Permanent Sticker to be placed on the electrical panel box cover, ILsting all the treatments and dates of appllcstlons. 3�y � 1 V5(_ -1 o55c) KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377 SEBASTIAN FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED April 5, 2016 PERMIT # 15060550 CONTRACTOR Wynne Development Corp. JOB LOCATION 13990 Cancun Fairways S/D Fort Pierce, Florida ITEM TESTED Compacted Foundation Fill KSM JOB # : 160833-1d/MH/aj TEST LOCATION DEPTH 'PEN DRY MAX. DRY PERCENT OF SAMPLE. READ DENSITY PROCTOR VALUE COMPACTION 1. N.W. 0" - 12" 55 107.3 110.4 97.2 2 N.E. 53 105.8 96.7 3. Center 55 107.5 97.4 4 S.W. 54 107.0 96.9 5 S.E. 53 106.8 96.7 Soil Description: Brown Sand 111.0 I I I I I W In Place Moisture: E I I I I I I 9:9 Percent I I I I I G 110.0 ..—.—..—.� ..—.�.—.. �.—..—�.—..— Optimum Moisture: H I I I I 12.0 Percent T I I I I I I P I I I I I Max„Dry;Density: 109.0 i—••—.f_.._.�._.. j._.._ 110.4 P.C.F. C @ Test Locations The F Density & Penetrometer 108.0 Readings Indicat thg D Degree of ` t ctiR0,1 is Y I I I I I I Minimur�Lf�r,,�'� Stakeo SE"•9 107.o ' Penz�keaqriii Tn Natu6l Grade. 9 10 11 12 13 14:. 15 Respect It e = Moisture - % of Dry Weight RECEIVED APR 11 Julie- Presi nt �� rrrrlAL0\�� Fax and Mail to: St. Lucie County Building Department Email to: dottyC(1)snanishlakes. cam ----- -_... 04/06/2016 13:33 7725896469 KSM ENGINEERING PAGE 01/01 IFtC1t A%Iam KELLER, SCHLEICHER & MaoWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) SN-0712 PALM BEACH (561) 845.7445 www.ksmengineeling.net MELBOURNE 021) 768-9488 FAX (661) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.:5693 SOIL COMPACTION REPORT FAX (772) 589-6489 ASTM D 1657 and ASTM D 2922 DATE TESTED PERMIT # CONTRACTOR JOB LOCATION April 5, 2016 15060550 Wynne Development Corp. 13990 Cancun Fairways S/D Fort Pierce, Florida Foundation Fill KSM JOB # : 160833-1d/MH/aj t � 17'-�, e) ' NU k %APR 7,,4 2016 L) TEST LOCATION DEPTH * PEN DRY MATbipy PERCENT- — OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION 1. N.W. 0" -12" 55 107.3 110.4 97.2 2 N.E. 53 106.8 " 96.7 3. Center 55 107.5 It 97A 4 S.W. It 54 107.0 " 96.9 5 S.E. " 53 106.8 " 96.7 Soil Description: Brown Sand 111.0 I I I I I w In Place Moisture: E 9.9 Percent • I 110.0 Optimum Moisture: H 12.0 Percent T I I I I I I P I I I I I I Max. .Dry Density: 109.0 11OA P.C.F. C I I I I a@ Test Locations The F I I I I I Density &Penetrometer ' � 108.0 .._... _.._.._.._;.._.._.._.._, Readings Indicate the D I I I I I I Degree of qAlllPe1*9P. Meets R I I I I I I MinimLq* i6rel{�r Stako 1 �'p' ,;,F,� • Pit. RAMgs TaTd?r%to N$ural Grade. 9 10 11 12 13 14 15 Moisture - "/a of Dry Weight Fe�en MAII1161 iWUcie County Building Department Email to: dotty@RRM!W wwSrcw 37293 / SI Lic. No.: 860 / Julia E. Keller, P.E.: 68366 3 O T JOSEPH E. SMITH, CLERK' THE CIRCUIT COURT — SAINT LUCIE COUP. FILE N 4086613 OR BOOI�- 32 PAGE 1913, Recorded 06/30/2015 r ,:31 AM AnIna ld N rD PERMIT NUMBER I"'- tlnnt b iaa,,.u,l h.r,.. a„Ii,W i,Au L J NOTICE OF COMMENCEMENT The undersigned hereby given notice that improvement will be made to certain real property, end in accordance with Chapter 713. Florida statutes the fallowing information is provided in the. Notice of commencement. 1. DESCRIPTION OF Pp nPERIY (Legal description and street address) TAX FOLIO NUMBER..1 3 0 6 —1 1.1 — 0001 —R 0 0 / 0 northeast of 95 2. GENERAL DESCRIPTION OF INPROVEM ENT:, srngie Lamiiy rusioence 3. OWNER INFORMATION:a. NameWynn= n'i sa;,,q P,-i,por iti On b.Addfess 8000 S US" Suite 402, PSL, FL 34952 c. interest in property d. Name and address of fee simple titleholder (if other than owner) 4.CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: Wynne Development Corporation 8000 S. US1 Suite 402 PSL FL 34952 772—RIA—S511 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: I LENDER'S NAME. ADDRESS AND PHONE NUMBER: 9, Persons within the Seta of Flonds designated by Owner upon whom notices or other documents may be served es p,.,idcd by Seniors 713,13 (O(a) 7., Flonda Statutes: NAME,ADDRESS AND PHONENUMBER: Tom Lee Spanish Lakes Blvd. Ft. Pierce, FL 9. It atlditium m himself or harself, Owner designates the following to receive a copy of the Cienor's Notice as provided in Section 713.13 (U(b). Florida Statute: NAME, ADDRESS AND PHONE NUMBER: 9. Expiration date of notice ofcammencemem (the expiration data is I year from the date of recording unless a different date is specified) ._: 20_ , 201- 0590 Matthew Lyle Wynne V' —President f Signature of Owner or Print Name and Provide Signatory's TitldORn Owner's Authorized Orr co f0irector/Portner/Muoager State of Florida County of St . f r' 1 e The foregoing instrument was acknowledged before me this 2_9th_day of ming, 20{5— By Matthew Lyle Wynne ,as (Name of person) (Type of authonIs...e.g. wee , o[6<cr, trustee, auarney in fact) For Wynne Building Corporation the following type of M (Name of party on behalf of wham instrument was executed) Personally Known_or produced Slsa Maanw BHINMI� Is'OOAMSBCWIH" i e of Nos Publ"FJ(PIRE&FatrturyA (Primed Name of Notary Public) ( B" Notary B" �lY podrslnry Nava NmurMrs Under penalties of perjury, I declare that 1 have read the foregoing and that the fans in it are "a to the best of my knowle ge an belief (section 92,525, Florida Statutes). Signature(s) of Owners) or Owner(s)' Authorized Ofscerf0irectoNP.na,,/Menager who signed vbove: STATE OF FLORIDA ST. LUCIE COUNTY THIS IS TO CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF THE ORIGINAL. S .SMITH, )CAK u er Date: CI 015 WYMn E BUILDING CORPORk.,iON 8000 South U.S. #1 Suite 402 Port St. Lucie, FL 34952 Spanish Lakes Communities Division Port Saint Lucie March 16, 2016 To: St. Lucie County Building Department Attn: Permitting and/or Plan Review Re: 13990 Cancun Permit # 1506-0550 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 5 Hernando Lane in our Spanish Lakes One park. If you have any questions I can be reached at (772) 878-5513. Thank you, Cheri Lynn Adams Permit Coordinator Telephones: Port Saint Lucie (772) 878-5513 Miami (305) 235-3175 BRAOEN & BRAOEN, A. I. A., R. A. 97rchltec15 & 'Planners 417 COCONUT AVENUE, STUART, FLORIDA 34998 TELEPHONE: (772) 227-9258 FAX (772] 2B7-B203 ,AAC-000032 St. Lucie County Building Department Permit #: 1506-0550 RE Address: 13990 Cancun To whom it may concern, Please note, the ballard shall be 4". /94 - POP 5T. LUCIE COUNTY DIVISIO\ REVIFIVED FOR CO�iPL .'CE REVI-W'vD BY DATE PLANS A\J PER 1iIT 31 ' BE KEPT ON JOB, OR NO INSPECTION WILL BE NUDE. THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY P'I,.LD IMSPECTORS THAT MAY BE NECESSARY IN c11DER TO COMPLY'WITH ALL, PPLICABLE C'I®I:S. ien ve any questions please feel free to call me at (772) 287-8258. u, Braden Braden AIA PA August 10, 2015 BRAD EN & BRADEN, A. I. A., P. A. Wrchllecls & nllanners 417 COCONUT AVENUE, STUART, FLORIDA 3499B TELEPHONE: (7721 287-B25B FAX [772] 2B7-a283 #AAC-000032 St. Lucie County Building Department Permit # i5�50 RE Address: 3990 Cancun 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. ,f , Thank y e Braden Braden & Braden AIA PA RECEP."D AUG 0 6 2015 July 29, 2015 BRADEN 6 BRADEN, A. I. A., P. A. 97rchilecl5 & 'Planners 417 COCONUT AVENUE, STUART. FLORIDA 24296 TELEPHONE: (772) 267-H25B FAX (772) 2B7-43223 #AAG000032 St. Lucie County Building Department Permit #ti150r]. 5 BE Address: 13990 Cancun 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. 6. Braden & Braden A1A PA July 29, 2015 06110 CORRECTION LIST Code No. DESCRIPTION Section -2- NOTE: Entries to this Plan Review Record that require a . eck or Inspection of the Installation must be coordinated with section phase (RI09) of the project. B, .; .)ING PLANNING (Chapter 3) DESIGN CRITERIA [Table R301.2(1)] / Floor live load (Table R301.5) psf Roof live load (Table R301.6) psf Ground snow load N f,- psf Basic wind speed ph Wind exposure category (R301.2.1.4) 1 High wind design criteria applicable (R301.2.1.1) - ) Seismic design category (SDC) [Figure R301.2(2)] IV liq SDC C&D provisions (R301.2.2) 0-1 /R Weathering Frost line depth Termite area h Decay area Winter design temperature Ice barrier underlayment required 11,1119 Flood hazards iv 1A FIRE-RESISTANT CONSTRUCTION (R302) A*'M Exterior walls (R302.1, Table R302.1) Townhouse separation (R302.2) Al %/ Continuity and structural independence (R302.2.1, R302.2.4) Parapets and construction (R302.2.2, R302.2.3) ROOM PLANNING REQUIREMENTS (R303 throw h R305 %-' 14 Two-family dwelling separation (R302.3) it �,s Dwelling unit penetrations (R302.4) a/ Dwelling/garage opening/penetration protec- tion (R302.5) l �s Dwelling/garage fire separation (R302.6) i Under -stair protection (R302.7) 6e*"- Wall and ceiling finishes (R302.9) Flame spread index (R302.9.1) Smoke -developed index /(R302.9.2) Testing (R302.9.3, R302.9.4) Insulation (R302.10) re'*�_ Flame spread/smoke-developed (13302.10.11 R302.10.2) Cellulose loose -fill and exposed attic insulation (R302.10.3, R302.10.4) Testing (13302.10.5) 1 Nit P Fireblocking (R302.11) I wif Draftstopping (R302.12) Combustible insulation clearance (R302.13) Use Area ft2 Width Average ceilin t Minimum ceilin t Natural* light Natural ventilation* Living 120 7'4" 7'-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. 7'-0" 5'-0" 8%floor area. 4%floor area Bedroom 70 7'-0" 7'-0" 5'-0" 8%floor area 4%floor area Bathroom N.A. N.A 7'-0" 5'4" 3 square feet 11/2 square feet * See Sections R303.1 & R303.3.for mechanical ventilation and artificial light t v.8-Zalia lumbing fixtures and for non -habitable basements. quired heating (R303.8) GLAZING (R308) SAN 7N (R306 and R307) ��/ Water closet Lavatory Tub or shower L/ Kitchen area with sink Sanitary sewer (Chapter30) ni A9 Private disposal (Appendix I) -3- 0rvSJO Identification (R308.1) ®✓/� Louvered windows orjalousies(R308.2) Human impact loads/hazardous locations (R308.3, R308.4) °y j Skylights and sloped glazing (R308.6) "'A AND CARP BUILD1fyG PLANNING (oont'd.) ` DRTS (R309 Floor surface ) nonco (R309. y) mbustible; sloped AUTOMATIC FIRE Carport, open floor RE SPRINKLER floors; two Sides. no Townhouses SYSTEMS (R313) sloped floor (R309.2)ombustible (R313.1) Automatic One - EMERGENCY garage door opener (R309.4 SMOKE A and two-family dwellings (R313.2 (R310) APE AND ) by LARMS (R314J ) SC where RESCUE ppENINGS - y- Referenced standards day" required(R3101) cation (R314.1 R3142) Areas, height and Interco R31014) width, operations nnection (R314.3 power source (R314.4) ) Window wells (R310.2 CARBON MONOXIDE AL Bars, grilles, ) i New constructionRMS (R316) �✓ covers and screens / (R3,5.1) Under decks (R310.4 !� Exislin MEANS and Porches (R310, ) i�.�� 9 construction (R3152 OF EGRESS (R311) 5) �� Referenced standard ) General FOAM PLASTIC (R3Y53) (R311. y) (R302. Egress door Nj.`l $ R316) (R311.2) Labeling(R3162) Landings exterior a9 N R311,33 doors (R311. Suiface burning Vertical egress 3 DEC approval (R3,63erR316arrier, specific ✓# (R311.4 AYAND 7) Construction and attachment (R31 R318) pRpTECTION Hall nt(R31y,5 �tal� Iv ways (R31y,8) ) protection re S R31,.7 width, headroom, walkline (R311.7.1 i r✓S R3Y mark quired (Table R301.2(1 1 Quality (R3 ) R317. trc i71.7.4.3J "9M-P��- Stairway landings N (R311.7,5 R311a7 walking surfaces Handrails required (R3,1.7.7 Handrail height co ) 7/ (R311.7.7y-ROntin ty grip -size Stairy a 773) Y illumination (R303.6, R311.7.8 %— Special stairways (R311.7.9 ) � Ramp slope landings,) 4RDS handrails (R311,8) (R312) Required for rampopen_sided s anlandings surfaces, stairs, d ngs oor/grade (R312.1) 30 above 36, (R3122) Pening limitations (R312.3) SITE ADDRESS 172andR318.1.>) 1R319) ACCESSIBILITY n319' 1) (R320) Type B dwelling Unit, nits aPAlicable (R320, Y) RS/PLATFpRM LIFTS (R321) ✓1/ /-oL Referenced standards (R321 y FLOOD -RESIST CO NSTRij R3213) General (R322. y) CTION (R322) Hazard area and require $ R322.2, R32e nts (R301,2.4, STORM SHELTERS � Design professional (R322.3,6) General (R323) and referenced standard (R323 y C11 , )UNDATIONS(Chapter 4) MATERIALS (R402) Concrete foundarion walls (R404.1.2) /v 14 ood foundations (R402.1) ice($ Wall height, unbalanced backfill, nominal thickness (Tables R404.1.2(2) - Concrete, compressive strength (R402.2) R404.1.2(8), R404.1.5.2] YTING403) bearing value (R401.4, R403.1) tingwidth (see page 5) ting edge thickness = 6" minimum; footing projection = 2" minimum, but <_ footing thickness (R403.1.1) / Footings in SDC C or D (R403.1.2, R403.1.3 and R403.1.6.1) 7 /✓.S 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) N !R 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) rv5P Footings adjacent to slopes (R403.1.7) f✓ %A Frost protected shallow foundations (R403.3) N �A Footings for precast concrete foundation (R403.4) 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] n Stay -in -place forms (R404.1.2.3.6.1) IV 1A SDC C and D provisions (R404.1.2.4, R404.1.4) ! N(� Height above finished grade (R404.1.6) I'✓ 02 Sill plate size (R404.3) ii Precast concrete foundation walls (R404.5) 6 Drains required if habitable or usable spaces are below grade* (R405) / d" ( Soil class (Table R405.1) ADampproofing if basements are below grade* (R406.1) i (� Waterproofing if high water table* (R406.2) * If uninhabitable, see Under -Floor Space (R408) COLUMNS (R407) N /& Protection from decay or corrosion (R407.1 and R407.2) FOUNDATION WALLS (R404 - R406) N /a Structural requirements (R407.3) Masonry foundation walls (R404.1.1) N ($ Anchorage (R407.3) Wall height, unbalanced backfill, nominal Wood columns (minimum 4" square) (R407.3) thickness (Tables R404.1.1(1) - R404.1.1(4), R404.1.5.1] -Al !A Steel columns minimum 3" diameter, Schad - Reinforcement size and spacing ule 40 pipe) �1�49 3! (Tables R404.1.1(2) - R404.1.1(4)] TABLE R403.1 MINIMUM WIDTH OF CONCRETE. PRECAST OR MASONRY FOOTINGS (inches)' LOAD -BEARING VALUE OF SOIL sf 1,500 2,000 3,000 2 4 000 Conventional li ht-frame construction 1-story12 12 12 12 2-story 15 12 12 12 3-story 23 17 12 12 . 44rch brick veneer over II hl Trame or 84nch hollow concrete masonry 1-story12 12 12 12 2-story 21 16 12 12 3-story 32 24 16 12 8-Inch solid or fullv Grouted masonry 1-story16 12 12 12 2-story 29 21 14 12 3- tory 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- ---OUNDATIONS (cont'd.) UNDER -FLOOR SPACE (R408) Ventilation (R408.1 andR408.2) Unvented crawl space (R408.3) Access (R408.4) FLOORS (Chapter 5) WOOD JOISTS AND GIRDERS (R502) A//A Species and grade (R502.1) N M Joists — Sleeping areas, LL = 30 psf [Table R502.3.1(1)] ✓✓ ]� Joists — Nonsleeping areas, LL = 40 psf (Table R502.3.1(2)] � / p 7 v Cantilevered joists (Tables R502.3.3(1) and R502.3.3(2)] � Girder spans and header spans for exterior bearing walls (Table R502.5(1)] Al U ' Girder spans and header spans for interior bearing walls [Table R502.5(2)] Removal of debris (R408.5) Finished grade (R408.6) Flood resistance (R408.7) PARTICLEBOARD UNDERLAYMENT (R503.3) Grade (R503.3.1) Thickness (R503.3.2) lT"f� Installation [Table R602.3(1)] TREATED -WOOD FLOORS (ON GROUND) (R504) Base course: 4"thick with maximum'/;' gravel or VZ° crushed stone (R504.2.1) /J/(f Moisture barrier: placed over base course (R504.2.2) Materials (R504.3) Joists under bearing partitions (R502.4) STEEL FLOOR FRAMING (R505) 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) /`/ I ° 1 Structural framing (R505.2) Lateral restraint and bridging (R502.7, Material (R505.2.1) R502.7.1) Identification (R505.2.2) �`��r �B7fllt�tg'att�l�fotdTirtg'j , f� Fastening (R502.9) N (A Framing of openings (R502.10) Al 1 A Wood trusses (R502.11) /%/ [ � Draftstopping (R502.12) LUMBER FLOOR SHEATHING (R503.1) /"Allowable span (Table R503.1) End joints (R503.1.1) WOOD STRUCTURAL PANEL SHEATHING (R503.2) Grade (R503.2.1) Thickness (R503.2.1) , Allowable spans (Tables R503.2.1.1(1) and R503.2.1.1(2)] Installation [Table 602.3(1)] Corrosion protection (R505.2.3) Fastening (R505.2.4) Floor construction (R505.3) CONCREEFLOORS (ON GROUND) (R506) : Thickness: 31/2"minimum; Concrete strength �R (// Support:ort: prepared subgrade; maximum earth fill = 8"; maximum sand or gravel fill = 24" �506.2.1) Base course: 4" graded with 2" maximum aggregate (R506.2.2) l rV3 Vapor retarder (R506.2.3) ySd' Reinforcement support (R506.2.4) 1.1 I` ".L CONSTRUCTION (Chapter 6) GENERA (R601) ✓/Design (R601.2) Component and cladding wind loads / [Table R301.2(2)] 4d� / 2 Vapor retarders (R601.3) WOOD CQNSTRUCTION (R602) 7 Construction [Figures R602.3(1) and R602.3(2)] l lvS P Stud grade (R602.2) 1� Exterior walls (R602.3) Stud spacing [R602.3.1, Table R602.3(5)] >v �� Interior load -bearing walls (R602.4) 1L Interior nonbearing walls: 2" x 3" at 24" o.c. or 2" x 4" flat at 16" o.c. (R602.5) /�roP Drillingandnotchin g —studs (R602.6) / 15 G Drilling and notching — top plate (R602.6.1) "6 F Headers [Tables R502.5(1), R502.5(2), R602.72 and Figure R602.7.27 / P—Vsif Fireblocking (R602.8, R302. I i) /^'Sf Cripple walls (R602.9) / t Wall bracing, braced wall lines, lengths, connections, support and joints (R602.10, R602.10.1, R602.10.31 R602.10.6 - r R602.10.8) (Table R602.10.1.2(1)] Bracing based on SDC [Table R602.10.1.2(2)] Intermittent bracing methods (R602.10.2, Table R602.10.2) Continuous sheathing (R602.10.4, R602.10,5) Bracing for SDC C and D (R602.10.1.4.1, R60210.1.5, R602.11) Wall bracing for stone and masonry veneer (R602.12) STEEL WALL FRAMING (R603) . General (R603.1) Structural framing (R603.2) -7- Material (R603.2.1) Identification (R603.2.2) Corrosion protection (R603.2.3) Fastening (R603.2.4) Wall construction (R603.3 - R603.5) Headers (R603.6) Studs, tracks and structural sheathing (R603.7 - R603.9) SHEATHING (R604 and R605) G Wood structural panels (R604) I e ' Particleboard (R605) MASONR ONSTRUCTION (R606 - R610) General design (R606) /V 1'a DC C and D (R606.12) Unit masonry (R607) 7 Multiple wythe masonry (R608) Grouted masonry (R609) Glass unit masonry (R610) EXTERIOR CONCRETE WALL CONSTRUCTION (R611) Applicability (R611.2) Concrete wall systems (R611.3) siay-m-place 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 P- Wood shakes and shingles (R703.5) ✓y %A Plaster material (R702.2) (." Exterior plaster (R703.6) %✓ d 4 Plaster support (R702.2.3) !✓ 0q Stone & masonry veneer (R703.7 & Figure R703.7); Steel angle lintels-4" minimum Gypsum board material (R702.3.1) bearing each end (R703.7.3) !lvyP Gypsum board support, application and i//fastening (R702.3.2 - R702.3.8) Ceramic file (R702.4) /`N A Other finishes (R702.5 and R702.6) EXTERIOR WALL COVERING (R703) r/RIWater-resistive barrier (R703.2) ✓✓ A0 Wood siding (R703.3) /✓ /r99 Attachment and minimum thickness (Table R703.4) 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 feel) (R703.7.4.1) P/M Flashing (R703.7.5 and R703.8) 01" / R Exterior insulation and finish systems (R703.9) Fiber cement siding (R703.10) A,142 Vinyl siding (R703.11) ROOF -CEILING CONSTRUCTION (Chapter 8) GENE R801) esign (R801.2 and R801.3) Component and cladding wind loads [Table R301.2(2)] ROOF FRAMING (R802) Fire -retardant -treated wood (R802.1.3) Al/t� Framing details (R802.3) 11 P Collar ties (4' o.c., in upper third of attic) (R802.3.1) 1✓ 0- Purlins (2" x 4" at 4' o.c. minimum) (Figure R802.5.1, R802.5.1) NSA Bearing (R802.6) Cutting and notching (R802.7) Engineered wood products (R802.7.2) /r Sv" Lateral support and bridging (R802.8) ! wl? Framing of openings (R802.9) ZWood trusses (R802.10) P«J'o 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 Hr/HR; Adjustment factor ROOF SHEATHING (R803.2) Trade Thickness -I' TW allowable stresses/grading Allowable spans [Table R503.2.1.1(1)] J NSA Installation (R803.2.3) 10 ROOF -CEILING CONSTRUCTION (cont'd.) STEEL ROOF FRAMING (R804) Roof construction (R804.3) General (R804.1) Roof tie -down (R804.3.9) Structural framing (R804.2) ROOF VENTILATION (R806) /�*Material (R804.2.1) P Ventilation requirements (R806.1-R806.4) Identification (R804.2.2) ATTIC ESS (R807) Corrosion protection (R804.2.3) Access requirements (807.1) Fastening (R804.2.4) ROOF ASSEMBLIES (Chapter 9) ROCF/CISIFICATION (R902) v Roof covering materials (R902.1) WEATHER PROTECTION (R903) %1�sP Flashing (R903.2) ✓� Coping (R903.3) A//' Roof drainage (R903.4) A" 1A Hail exposure (R903.5) MATERIAL (R904) y/ Compatibility; specifications; physical characteristics; identification (R904.2 - R904.4) REQUIREMENTS FOR ROOF COVERINGS (R905) N/4 Slate and slate -type shingles (R905.6) A" to Wood shingles (R905.7) / ✓Y Wood shakes (R905.8) N%d Built-up roofs (R905.9) Metal roof panels (R905.10) r d9- Modified bitumen roofing (R905.11) f✓ 0 Thermoset single -ply roofing (R905.12) (r Thermoplastic single -ply roofing (R905.13) let1 Sprayed polyurethane foam roofing (R905.14) Liquid -applied coatings (R905.15) ROOF INSULATION (R906) General (R906.1) _,Ala Asphalt shingles (R905.2) RERMEING (R9bZ) )�(A Clay and concrete tile (R905.3) Materials and methods (R9071) 14 Metal roof shingles (R905.4) I -A Mineral -surfaced roll roofing (R905.5) Structural support (R907.2) Recover vs replace (R907.3) CHIMNEYS AND FIREPLACES (Chapter 10) MASONRY FIREPLACES (R1001) Construction (Figure R1001.1 and Table R1001.1) /� M SDC D reinforcing/anchorage (R1001.3 and R1001.4) Firebox walls and dimensions (R1001.5 and R1001.6) Steel fireplace units (R1001.5.1) Lintel (noncombustible) (R1001.7) Hearth extension material (R1001.9) Hearth extension (R1001.10) 9 Fireplace clearance (R1001.11) Fireblocking (R1001.12) MASONRY CHIMNEYS (R1003) Construction (Table R1001.1, R1003.2, R1003.3, and Figure R1001.1) Corbeling (R1003.5) 10111111 CHIMNEYS AND FIREPLACES (covet'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) jF llthickness; >4" (R1003.10) Listed and labeled (R1004.1) elining - material/installation (R1003.11 � //1 Installation (R1004.2) nd R1003.12) —7 �—ltiple 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) J Intake size (R1006.2, R1006.4) ENERGY EFFICIENCY* Zillding r 11) r/ Compliance; material and equipment envelope (N1102) (N1101.2, N1101.3) Mechanical systems (N1103) Climate zone (Table N1101.2) "See energy conservation plan review record MECHANICAL (Chapters 12-23) / dv519 Appliance labeling (M1302, M1303) jl*" / Chimney and vent location and terminations ivtO _':____ ______ ..11� ..,.,,,, (Chapter 10 and Chapter 18) �✓ �' ppliance installation (M1307) cooling equipment; heating g load calculations (Chapter 14) Exhaust systems (Chapter 15) Duct systems (Chapter 16) Ey t.# Combustion air (Chapter 17) equipment (Chapter 19) Boilers/water heaters (Chapter20) /v /A Hydronic piping (Chapter 21) N r3 Special piping and storage systems (Chapter22) �a Solar systems (Chapter 23) Penetrations of fire -resistance rated assem- blies (R302.4, R3.02.5) FUEL GAS (Chapter 24) Application (G2401.1) Clearances (G2409) General regulations (G2404) J Electrical and electrical bonding (G2410, Appliance location (G2406) / G2411) Air requirements (G2407) U Pipe sizing (G2413) Installation (G2408) Piping materials (G2414) -10- FUEL GAS (cont'd) Piping installation (G2415 and G2419) Venting (G2426 G2429) -� Piping support (G2418 and G2424) l �� Misc appliances (G2423, G2425, G2430 - 11V� �n I t i Valves, controls, connections (G2420, G2421 G2453) and G2422) PLUMBING (Chapters 25-33) 11"5-1 Water service location and depth (P2603, P2604) Sanitary and storm sewer location and depth (P2603, P2604) Piping support (Table P2605.1) Listed plastic materials (P2608) Plumbing fixtures (Chapter 27) 7y-1 f Water heater size and location (Chapter 28) Water supply and distribution system design and calculations (Chapter29) e / Dwelling unit fire sprinkler systems (P2904) NFPA 13D system (P2904.1) Temperature rating :(P2904.2.1, P2904.2.2) Freezing protection (P2904.2.3) Sprinkler coverage (P2904.2.4) Piping materials (P2904.3) Flow rates (P2904.4.1, P f P2904.4.2) U -Water supply capacity (P2904.5.2) Pipe sizing (P2904.6) Drain, waste and vent pipe sizing and riser t diagram (P3004, P3005, Chapter3f) f Ili Sumps and ejectors (P3007) f✓ Backwater valves (P3008) iP Fixture traps (P3201) (/� Storm drainage (Chapter33) ,Lf /9 Penetrations of fire -resistance rated assem- blies (R302.4, R302.5) ELECTRICAL (Chapters 34-43) Penetrations of fire -resistance rated assem- JCS Wiring methods (Chapter 38) blies (E3402.2) / n'S�sted and labeled materials (E3403) :rvice equipment and location (E3405, E3601, E3606) :rvice size and load calculations (E3602) fault current (E3606) grounding (E3607) Vequired branch circuits (E3703) Feeder requirements and load calculations (E3704) / .f Required lighting and receptacle outlets (E3901, E3903) Ground -fault and arc -fault circuit -interrupter protection (E3902) Devices and lighting fixtures (Chapter 40) A-Y/'Q Appliance installation (Chapter41) F" (A Swimming pools (Chapter42) 64- Class 2 remote -control, signaling and power -lim- ited circuits (Chapter 43) MANUFACTURED HOUSING USED AS DWELLINGS (Appendix E) Provisions adopted (R102.5) / 0- Compliance with Appendix E verified sic RADON CONTROL MEASURES (Appendix F) Provisions adopted (R102.5) Compliance with Appendix F verified SWIMMING POOLS, SPAS AND HOT TUBS (Appendix G) Provisions adopted (R102.5) Compliance with Appendix G ve ified P 10 OVE S (Appendix H) /f Provisions adopted (R102.5)� / Comp ' nce with Appe /ixHerified PRIVATE SEWAGE DISPOSAL ppendix VthAppendix Provisions adopted (R10 .5) Compliance I verified EXISTI G BUILDINGSI AND SRUCTURE,7(pendi /ppendix Pro02.5) wJ SOUND TR"AMISSION (Appendix K) Provisions adoo d (R102.5) Complia e with Appendix K verified HOME D Y CAR —R-3 nCCI 1P,,NCY (App ng dix M)_ Provisions adopted (R102.5) Compliance with Appendix M verified -12- Customer Info: WYNNNL UtvLLvrCw1Cry 1 %1 rnF--- Lot/Block: Subdivision: Address: N/A City: PORT ST LUCIE State: FL Name Address and License # of Structural Engineer of Reense k rd, If there is one, for the building. Name: Address: State: City: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2010/TP12007 Design Program: MiTek 20/20 7.3 Wind Code: ASCE 7-10 [All HeighII Wind Speed: 165 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 13 individual, dated Truss Design Drawings and 0 Ai With my seal affixed to this sheet, I hereby certify that I am the Truss Desigi conforms to 61 G15-31.003, section 5 of the Florida Board of Professional E No Seal# Truss Name Date 1 T6797412 A5 11/29/01bl 2 T6797413 A6 1/29/015 3 T6797414 A7 1/29/015 4 T6797415 A8 1/29/015 5 T6797416 A9 1/29/015 6 T6797417 A 1/29/015 7 T6797418 GRA 1/29/015 8 T6797419 GRB 1/29/015 9 T6797420 J2 1/29/015 10 T6797421 J4 1/29/015 11 T6797422 J6 1/29/015 12 T6797423 J8 1/29/015 13 T6797424 KJ8 1/29/015 The truss drawing(s) referenced above have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 29, 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. sheet `.`Z%�•..GENSF•.9,y�� 0 O. STATE OF T4 V P,: N %111111111100 FL Cert. 6634 January 29,2015 Albani, Thomas 1 of 1 323 SPECIAL 2.00 12 4.00 12 5x8 11 5-11-8 5x12 = 2x3 II Scale = 1:612 LOADING(psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2010/TPI2007 CS] TC 0.85 BC 0.99 WB 0.54 (Matrix) DEFL in ([cc) Well Ud Vert(LL) 0.72 14 >558 360 Vert(TL)-1.4713-14 >271 240 Horz(TL) 0.43 10 nia Na PLATES GRIP MT20 2441190 MT18HS 2441190 Weight: 154 lb FT=Ok LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 cc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3*Except* WEBS 1Row at midpt 6-14 6-14: 2x4 SP M 30 MITek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 2=1125/0-8-0 (min. 0-1-8), 1 0=1 125/0-8-0 (min. 0-1-9) Max Harz 2=-179(LC 6) Max Uplift2=-816(LC 8). 10=-816(LC 8) Max Grav2=1305(LC 2). 10=1305(LC 2) FORCES (Ib) - Max. CompdMax. Ten. -Ali forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-5281/3019, 3-4=-4949/2747, 4-5-4901/2754, 5-6=-4974/2856, 6-7=2341/1489, 7-8= 2314/1408, 8-9=-2372/1395, 9-10— 3052/1725 BOT CHORD 2-14=-2775/5007, 13-14— 976/2D35, 12-13=-1520/2822, 10-12=-152012822 WEBS 3-14=-311/333, 5-14=-247/266, 6-14=-1712/3155, 6-13=-253/524, 9-13=-700/469, 9-12=0/272 NOTES )U balanced roof live loads have been considered for this tlesign. ��,_`^,P.S 1 A ' 1q ,e I4 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psb, BCDL=3.Opsf; h=14f1; B=52ft; L=34fl; eave=6ft; Cat. It; %% 0, Exp G; Encl., GCpl=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60,�; `,\G E N S •'•..9! 3) All plates are MT20 plates unless otherwise Indicated. % 4) This truss has been designed for a 10.0 pat bottom chord live load nonconcurfent with any other live loads. 3938 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wilt tit between the bottom chord and any other members. 6) Bearing at Jolnt(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacit)r of bearing surface. 7) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 816 lb uplift at Joint 2 and 8161b uplift at — ATE •: Joint 10. 10.. A 8) "Semi -rigid pltchbreaks Including heels" Member end fixity model was used In the analysis and design of this truss. 0 • , (O R 1 p P: LOAD CASE(S) Standard ,��/rj;S�O N A L E��` FL Cert. 6634 January 29,2015 A WARNING -Verify dealga paremeters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE Ide-7423 rev, OV16/2016 BEFORE USE Design wild for use onywllh Mirekconnactom, iNsdesign is based only upon wamDlesshown, and is for an Individual bulldngcom anent. � Appllcablity of design pm araelersond proper Inca porallon of compcnent 6 responsmllity of building designer -not mu designer. Bmcinp shown Is for lateral support of individual web members only. A ldlllonal temporary bracing to insure Stability during conshucfion is the responsibility of the Welk'erector. Addlllorlal Permanent bracing of fha overall structure Is the responslbilliyof the buFd W designer. For general Guidance regarding foWlcatlon. quality controh slomge;delivery, ereallon and bracing. consult ANSIF1PI19uality Criteria,D5B-89 and BC5l Building Component 6904 Parke East Bbd. Safety Information available from truss Hale Instifule. 781 N. Lee Street Suite 31%A recanci VA 22314. Tempo, FL 33610 M11323 I it onto 4.W (12 2.00 F12 5x6 = 2x3 II 10-6d 15-U-o 6 20.4.E 25-11-15 34-0-0 10fid 9542 1-0-0 4-0$ 5.7-7 Scale = 1:63.3 Plate Offsets KY): 12 0 4 2 Eduel f3;&3 0 Edael f5:0-4-0 0-2-61 f70-2-7 Edael f9'0-3.14 0-1-81 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.99 Vert(LL) 0.65 14 >617 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.72 Vert(rL) -1,28 2-14 >313 240 MT18HS 2441190 BCLL 0.0 ' Rep Stress Incr YES W B 0.77 Horz(TL) 0.40 9 n/a Na BCDL 10.0 Code FBC2010/TP12007 (Matrix) Weight: 157 Ib F =0% LUMBER TOP CHORD 2x4 SP M 30 `Except' 1-3:2x4 SP M 31 BOT CHORD 2x4 SP M 30'Excepl' 2-14; 2x4 SP M 31 WEBS 20 SP No.3 *Except' 5-14: 2x4 SP M 30 OTHERS 2x4 SP No.3 REACTIONS (lb/slze) 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) BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-6-14 oc bracing. MlTek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation quide. FORCES (lb) - Max. CompdMax, Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3— 5263/3001, 34=-512W3006, 4-5_ 4901/2767, 5.6=-2217/1393, 6-7=2293/1373, 7-8=-2301/1352, B-9=-3064/1741 BOT CHORD 2-14= 2754/4988, 13-14=108212265, 12-13=1021/2111, 11-12=-1536/2836, 9-11=-1536/2836 WEBS 4-14=-435/467, 5-14_ 1543/2851, 5-13= 388/171, 6-13=-151/496, 8-12= 819/564, 8-11=01309 1) Unbalanced root live loads have been considered for this design. TES �•"-• : `nj, 2) Wind: ASCE 7-10; VUIt=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=14tt; B=521t; L=3411; eave=6fl; Cat. II„ • 3938 __/✓`' Exp C; Encl., GCpl=0.1 % MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 * ; 3) Provide adequate drainage to prevent water Candling. 4) All plates are MT20 plates unless otherwise Indicated. _ 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 20.0psl on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0-0 wide will ATE fit between the bottom chord and any other members. •• �� 7) Bearing at Joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verily capacity ,i��CC •'C(� R I, of bearing surface. / s • • �� at Joint 2 and B161b uplift at 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8161b uplift '�.S;p N A� ��`� Joint 9. 9) "Seml-rigid pitchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard FL Cert. 6634 January 29,2015 Q WARNING -Verify design parameters and BEAD NOTES ON TNISAND INCLUDED MITEK REFERANCE PAGEMII.74M rev. LVIS/2016 BEFORE USE. Design valld for use onlywllh M9ek connectors. This design Is based only organ paamoforsshown. and is for an kntllviducrl bditlirxl comporent. doran and of comrrenenl is responsi of b ffcI designer -not truss designer. &acing shown Applicability of parameters Ixorierinromerchon Is for lateral support offedlvklual web members only. Additional temporary bra, ng to leisure stability during construction is the msporsslbllllty of lbe, WOW erector, Addition permanent bracing of Use overall structure Is the responslblllly of the burdens cl signer. For General guidance regarding fabrlcallon, quality control. storage, delivery, erection crest bracing. consult ANSI/IPI I Quality Criteria, DSB.89 and BCSI Building Component 6904 Pero. East Bled. Safety Informallo r a ecable from Truss Nate ImiBute, 781 N. Lee Street. Suite 312, Alexarxl0a. VA MI4. Tampa, FL 33610 Job Truss Truss Type Cry Ply 6E Grand Cerhon III with porch T6797474 M11323 A7 SPECIAL i 1 Job Reference (optional) Chambers Truss Inc., Fort Plmce FL 34982 7.350s5ap2720121VIlelilishicnes, Inc. Inu Jan ZV14A6.bb2UPv Pagel ID: WSJgpGwalPpeur6hkgujG5yuFUL-hbGnialAiZEixOWoDLxH2i0?wmAkpUys2E7sNTzgU04 �-9 8-00-10 14-0-0 20-0-0 254145 r 34.0-0 5-0- 111 8-10.10 5-14i 6-0-0 5.1145 8-0-1 40 4.00 2.00 12 LOADING(psq SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 7.0 Lumber Increase 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2010riP12007 LUMBER TOP CHORD 2x4 SP M 30 *Except' 1-4: 2x4 SP M 31 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 Scale = 1:62.2 Sx10 % Sx6 = 6x12 = 2.3 11 CSI DEFL in (IOC) thiat Ud PLATES GRIP TC 1.00 Vert(LL) 0.63 11 >63B 360 MT20 2441190 BC 1.00 Vert(TL)-1.3510-11 >296 240 MT18HS 2441190 WB 0.97 Horz(TL) 0.41 7 WE n/a (Matrix) Weight: 147 He FT=O% BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bmcing. MiTek recommends that Stabllizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1125/0-8-0 (min. 0-1-8), 7=1125/0-8-0 (min. 0-1-9) Max Harz 2= 150(LC 6) Max Upllf12=-816(LC 8), 7=-816(LC 8) Max Grav2=1305(LC 2), 7=1305(LC 2) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5269/2981, 3-4_ 4931/2758, 4-5=-2137/1353, 5-6=-2348/1397, 6-7=-3031/1715 BOT CHORD 2-11= 2733/4998, 10-11=-1397/2758, 9-10=-1508/2801, 7-9=-1508/2801 WEBS 3-11_ 371/412, 4-11= 1307/2558, 4-10=-783/392, 5-10=-171/459, 6-10_ 711/484, 6-9=0/280 NOTES 1) Unbalanced roof live loads have been considered for this design. tin Itirl 2) Wind: ASCE 7-10; Vuit=165mph (3-second gust) Vasd=128mph; TCDL=4.2ps1; BCDL=3.Opsf; h=14f1; B=52fp; L=34ft; eave=6111; Cal. It;; ,%% Exp C; Encl., GCpl=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 �� -^ PS A. 3) Provide adequate drainage to prevent water pending. �� p\V` • •""" 4) All plates are MT20 plates unless otherwise Indicated. E N 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. /- 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide wily 0 3 931 fit between the bottom chord and any other members. Z 7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capacKE of bearing surface. -� e) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 818Ib uplift at point 2 and 8161b uplift at ATE joint 7. 9) "Semi -rigid pltchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. .� �.0. LOAD CASE(S) Standard .0 lsjS4 AX FL Cert. 6634 January 29,2015 ®WARNING - VadlydesfgnParameters and READ NOTES ONTNIgANOINCLUDEDMREKREFERANCEPAGEMii-T473rev.02/16/10YSEEFOREUSE ■ Design wild for use onlywith Mnek connectors. This design is based only upon parameters shown. and is form locrAdual Wilding component. Arrelcolo W of design poormetersand proper Incorporallon of component R responsibllify of txAldhsg designer -not truss designer. &aGng shown Is for lateral support of Individual web members only. Additional tompamry bracing to Insure stability duns, constuction is the responslbllllty of the M(Tlek• erector. Addillorwl p:rmanont bracing of the overall structure is the responslUlllN of the "nine designer. For general guidance regarding 1 fabltcwtlory quality control, storage, delivery, election and l racing. consul ANSIMI I Quality Criteria, DS8-89 and BCSI Building Component 6904 Paris East Blvd. safety Informallon walabie from Tom Hate institute. Tm N. pee Street. Suite 312, Alexandria, VA MIA. Tampa, FL 33610 M11323 4xla 4.0 12 2.o0 12 5x6 = 3x4 = 2x3 11 5x10 5 6 15 7 2x8 5x12 = 3x4 = Scale = 1:62.2 LOADING(psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress nor YES Code FBC20107TPI2007 CSI TC 0.88 BC 1.00 WB 0.67 (Matrix) DEFL in (loc) I/defl Ud Vert(ILL) 0.61 13 >656 360 Vert(TL) -1.31 12-13 >306 240 Horz(TL) 0.39 9 Fria n/a PLATES GRIP MT20 244/190 MT18HS 244/190 Weight: 154 lb FT=O% LUMBER BRACING TOP CHORD 2x4 SP M 30 "Except' TOP CHORD Structural wood sheathing directly applied. 1-4: 2x4 SP M 31 ROT CHORD Rigid ceiling directly applied or 2-2-0 or. bracing. BOT CHORD 2x4 SP M 30 *Except' MITek recommends that Stabilizers and required cross bracing 9.12: 2x4 SP M 31 be installed during truss erection, In accordance with Stabilizer WEBS 2x4 SP No.3 Installation gulde. REACTIONS (lb/size) 2=1125/0.8-0 (min. 0-1-8). 9=1 125/0-8-0 (min. 0.1-8) Max Horz 2=-130(LC 6) Max Uplift2— 816(LC 8), 9>816(LC 8) Max Grav2=1305(LC 2), 9=1305(LC 2) FORCES (lb) - Max. Comp./Max. Ten. -AII forces 250 gb) or less except when shown. TOP CHORD 2-3=-5279/2992, 3-4=492812744, 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_ 167MI61. 11-12= 1152/2370, 9-11=-1467/2678 WEBS 3-13=-362/404, 4-13— 910/1688, 5-13=-255/754, 5-12=-868/517, 6-12=-260/228. 7-12=.294/365, 7-11=-289/642, 8-11= 480/467 1111 TES 1) Unbalanced roof live loads have been considered for this design. �,_t. P.s! A , q��I� 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft1 B=52ft; L=34fh eave=6ft; Cat. 11; ,�� O • Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 ,�� ..'.\G E N a5' 3) Provide adequate drainage to prevent water pending. _—•--'•••r 4) All plates are MT20 plates unless otherwise Indicated. 3938 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. Z* ; 6)' This truss has been designed for a live load o1 20.0ps1 on the bottom chord In all areas where a rectangle 3-6-0 tali by 2-0-0 wide WC fit between the bottom chord and any other members. / •T 7) Bearing at joint(s) 2 considers parallel to grain value using ANSIrTPI 1 angle to grain formula. Building designer should verity capacil'= 41--• •; of bearing surface. i . ATE 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 816 lb uplift at joint 2 and 816 lituplift at 0 •'. ��/ joint 9. �� ••R� R.IOe•; 9) "Semi -rigid pitchbreaks Standard Including heels" Member end fixity model was used in the analysis and design of this truss. ,��i�sS;p N A� � % LOAD CASE(S) FL Cert. 6634 January 29,2015 WARNING -Verily design parmetersand READ NOTES ON IRIS AND INCLUDED MITEKREFERANGEPAGE1101.7473laV. 02p6B016 BEFORE USE ,& Deslanvolld for useoNywlth MBok connectors. This design housed only upon l0aramolors shown and R for an lnalvidual building component. Applicability of daslgn Parameters and properinaerperellon OfcomDenenl is respordUlity of bUldingde.slgnec-not truss deerinec&aclrg sfwwn iii��•�YYY■■■ Is for lateral support of Individual web members ONy. Addlllonal temporary, bracing to insure stabllity during conslrucllon is the reseoreffAllly of the erector. Addilional permanent bracing of the overall structure Is the respondtAllty of the building designer. For general guidance regarding MOW fobricallon, qualliyconhol, storage. delivery, erection and bracfog, consult ANSI/TPII Quality C iteda, DSB-89 and BCSI Building Component 6904 Parke Eest Blvd. Safety Infoanatlon avallable from Truss Hate InslOnde, 781 N. Lee Street Suite 312, Alexandria. VA22314. Tamps, FL 33610 Job Truss Truss Type Uty Ply 62'Gmnd Carlton 111 wdh porch T6]97416 M11323 A9 HIP 1 I i Job Reference (optional) anamaws nose ina, ron nerce n.:wsaz 6-7-15 4x4 4.00 F12 4 3x4 = 2x3 11 5x10 16 5 6 17 7 Scale=1:60.1 3x4 = 14 1G Jsa — 3x8 = 3x6 = 6x8 = 3x6 = 3x4 = LOADING(psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress [nor YES Code FBC2010/rP12007 CSI TC 0.25 BC 0.56 W B 0.87 (Matrix) DEFL in Vert(LL) -0.21 Ved(TL) -0.55 Horz(TL) 0.02 (too) Well Ud 9-11 >749 360 9-11 >292 240 13 Na n/a PLATES GRIP MT20 244/190 Weight; 156 lb FT=0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid telling 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 guide. REACTIONS (lb/size) 2=57310-8-0 (min. 0-1-8), 9=297/0-8-0 (min. 0-1-8), 13=1381/0-8-0 (min. 0-1-14) Max Harz 2=109(LC 7) Max 1.plIft2=450(LC 8), 9=-268(LC 8), 13=-913(LC 8) Max Grav2=690(LC 19), 9=387(LC 20), 13=1598(LC 2) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1210/683, 3-4=-875/463, 4-16=-795/458, 5-16=-795/458, 5-6=-387/812, 6-17=-387/813, 7-17=-387/813, 7-8=-96/280, 8.9=-303/178 BOT CHORD 2-15=-547/1104, 14-15=-24/290, 13-14= 24/290, 12-13=-254/277, 11-12= 254/277, 9-11=-148/252 WEBS 3-15=-371/357, 5-15— 258/648, 5-13=-1196f756, 6-13=-263/230, 7-11= 158/384, 8-11= 4191384, 7-13=-825/447 NOTES Unbalanced roof live loads have been considered for this design. . �P.....:.., lAe 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=141t B=52R; L=34ft; eave=Gft; Cat. It; GE N S •�'.'9�i Exp C; Encl., GCpl=0.18; MW FRS (directional); Lumber DOL-1.60 plate grip DOL=1.60 �; 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 pet bottom chord live load nonconcurrent with any other live loads. �� \ 3938 —•.�/� 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 wilt 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, 26B lb uplift at joint 'yam and 913lb uplift at joint 13. 7) "Semi -rigid pitchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. , �.0. ATE LOAD CASE(S) Standard ��' �< OR O P�� f0NA; E?�``� FL Cert. 6634 January 29,2015 Q WARNING -Verify dos/gn pammefers end READ NOTES ON THISANO INCLUDED MfTEKREFERANCEPAGEMIf-7473rev.0&WCISBEFORE USE. *{��® ■ Dodgn valid tar use only with Mllek connectors. This design Isbased only upon porameters shown, and is for an indivldual building component W Applicability of design halland proper Incorporation of Component h Fesponsk911N of baildiag designer- not truss designer. Bnahlg shown ` Is for lateral suppod of ladlvidual web members only. Additional tomrsurory bracing to Insure stab0ty during conshuctlon is the respondMlllty of the MiTek' emcler. Adonloral pormanent IxaclM of the overall structure isit a respondbllity, of the bu ldIng designer. For general guidance regarding labdcolion, quality control. storage, delivery, erection and bracing, consult AN51/IPI I Quality Criteria, D51149 and BC51 Building Component 6904 Parke East Blvd. Safety Informatlon avallatxe from Russ Rate insllfuie, 781 N. use street Suite 312 Alexandra, VA 2231A. Tampa, FL 33610 �1 b 4.00 72 4x4 = Scale = 1:59.2 17 '- 15 ,. — 3x6 a 3x6 i 2x3 '11 4x6 = 3xa = 3x8 = 4x6 = 2x3 II 1 l2 IA d LOADING(psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ` BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2010ITP12007 CSI TC 0.36 BC 0.55 WB 0.53 (Matrix) DEFL In (lot) I/deft Ud Vert(LL) 0.30 14-15 >999 360 Vert(TL) -0.73 14-15 >547 240 Horz(TL) 0.15 10 n/a n/a PLATES GRIP MT20 244/190 Weight: 1631b FT=O% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-8-2 ac pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid telling directly applied or 5.8-15 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Slabllizer Installation quide. REACTIONS (Ib/slze) 2=1210/0-8-0 (min. 0-1-10), 10=1210/0-8.0 (min. 0-1.10) Max Harz 2=-166(LC 6) Max Upll112=-S44(LC 8), 10=-844(LC 8) Max Grav2=1355(LC 2), 10=1355(LC 2) FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3-3245/1839, 3.4=-2656/1547, 4-5=-2606/1555, 5-18=-2656/1658, 6-18=-2595/1654, 6-19-2595/1654, 7-19=-2656/1658, 7-8=-2606/1555,8-9=-2656/1547, 9-10=-3245/1839 BOT CHORD 2-17=-1636/3008, 16-17— 1636/3008, 15-16=-1636/3008, 15-20-928/1921, 20-21= 928/1921,14-21=-928/1921,13-14=-1636/3008,12-13=-1636/3008, 10-12=-1636/3008 WEBS 6-14=-524/892, 7-14=-313/305, 9-14=-600/407, 6-15=-524/892,5-15-313/305, 3-15=-599/407 ♦♦,t�"N5 A NOTES 1 Unbalanced roof live loads have been considered for design. ♦ B 2j Wind: ASGE 7-10; Vul1=165mph (3-second gust)Vasd=128mph; TCDL-4.2psi; BCDL=3.Opsi; h=74f1; 0=52i1; L=341t; save=bit; Cat. II; ♦♦��'; •�,\G E N S�.,y�� Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.80 plate grip DOL=1.60 ♦ i 3) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 0 3938 4) ` This truss has been designed for a live load of 20.0pst on the bottom chord In all areas where a rectangle 3-6-0 tall by 2.0-0 wide vdlC fit between the bottom chord and any other members, with BCDL = 10.Opsf. , 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 844 to uplift at joint 2 and 844 lb uplift at joint 10. 6) "Semi -rigid plichbreaks 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 to down and 29 lb up at 15-0-0, ��T •,•T 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. R + 0 \ ♦♦ 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). �� s • • • ♦♦ LOAD CASE(S) Standard iA j0 N A\ � % %' 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-6-44, 6-17= 44, 2-20=-20, 20-21-50, 10-21=-20 FL Cert. 6634 January 29,2015 AwARNING- Verify design paremefers and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 V. 02/16/2015 BEFORE USE. ■ designer-nottlondedgner.Bracllxl Shown Designvalld(orusooNywllh MPekconnectols. ihls douga Is based only upon pc,melets shovm. and is far an lndMdud barium companant.Is kroli,gl ofdesignpcxaldual Warulemba-Inrgy, Mdlf[ofcomponent for lateralfns esfa ily A dpporlpeurn nand webmemhersvera. fWtllllondtheresarybtaeingto 1,uldIng 0ryduenOcgarvartlonislhnceregardinlNofthe Additional bracing of IDe overall b the responsibility of the ng designer. For general gNdong regarding MiTek' orectol emalor. permanenr DSO. and Ilan Quality Criteria, D59.89 and eC61 Building Component colllmL ry, nreclle. and bracing, consult Safely Parke 312,ANSAlex ndria 6atety Intormpllon avaOatAo from Inw %ale Institute. 781 N. Lee Street. Suite 312. Alexantlrin. VA 22314. anon from B, ss Plate Information 33610Nd. Tempe, FL 33610 Tarifa. Job Truss Truss Type City Ply 62' Grand Conlon 11) with porch T6]B7417 M11323 A COMMON 9 1 Job Reference a tional Chambers Truss Inc., Forl Pierce FI. 34982 /.Svu BJBP2/Z.,c.,, BR 1110Y51r186, I11G.one cn .a ync ID:a3B4PavKnnZweXyJckSFBgyuFUN-HObf3YGHIea74xnDXDNaD4oegYF5cE4PMGvBm8zgUO2 LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 18=-43(F) 19=-43(F) A WARNING - Viellydeslgnponer.fers and READ NOTES ON MIS AND INCLUDED MITEKREFERANCE PAGE 110I-7473 rev. OVIS/20I6 BEFORE USE. ■■■ Carron valid for use only with Mllek connectors. This design Is based only upon parameters shown, and is for on Individual building component. �' AppticabYfly of design paamproper Incorporation and pIncorporation of compononi Is res{ arelin llty of bulMhU designer - not hips designer. Bracing shown Is for lateral support of lndMdual web members only. Addifionai temporary bracing to insure slaMity during conshucflon is the respurability of the WOWerector. Ada➢Ronal permanent bracing ofthe overall structure is the resporaftAlry of lino building designer. For general guidance regarding fabrication, quality control.storage.delivery, erecllon and bracing, consult ANSUTPI I Quality Criteria,DSB-B9 and BCSI Building Component 6904 Perks East Blvd. Safety Interaction available from Truss Rate Institute, 761 N. Lee Street. Suite 342. Alexandria, VA 22314, Tempe, FL 33610 HIP Scale = 1:62.2 (i) Top chord must be braced by end jacks, roof diaphragm, or properly connected 4x4 puffins as shown. = 11 14 3x6 11 3x6 = firs = era = 6x6 = 6x6 = LOADING(psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr NO Code FBC20101TPI2007 CSI TC 0.95 BC 0.99 WB 0.98 (Matrix) DEFL in (loc) Vdefl L/d Verl(LL) 0.13 22-24 >999 360 Vert(TL) -0.33 2-29 >397 240 Horz(TL) 0.03 22 n/a n1a PLATES GRIP MT20 2441190 Weight: 194 lb FT=0 LUMBER BRACING TOP CHORD 2x4 SP M 30 *Except' TOP CHORD Structural wood sheathing directly applied or4-0-2 oc purlins. Except: 3-11,11-21: 2x4 SP No.3 1Row at mfdpt 8-21 BOT CHORD 2x4 SP M 30 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 2-28: 2x4 SP No.3 JOINTS 1 Brace at Jt(s): 7, 8, 19, 17, 14 WEBS 2x4 SP No.3 MITek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS All bearings 0.8-0. (III) - Max Horz2=166(LC 7) Max Uplift All uplift 100 lb or less atjolnt(s) except 2= 357(LC 8), 27=-1183(LC 8), 26=-1480(LC 8), 22_ 643(LC 8) Max Grav All reactions 2501b or less at joint(s) except 2=470(LC 19), 27=2282(LC 13), 26=2699(LC 14), 22=947(LC 14) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=514/295, 3.5=-371/987, 5-7— 636/1292, 7-8=-636/1292, 8.10=-636/1292, 10-12=-636/1292, 12-13=-636/1292, 13-15_ 636/1292, 15-16=-636/1292, 16-18=-636/1, 9-1 40/2128/1209, 20-21 =-2128/1209, 51-22_ 2206/1190, 11-14=216/475, 14-17=435/27B %� �«C =- 6-9=-152/308, 9-11=-140/372, BOT CHORD 2-29=-1781558. 28-29=-127/427, 27-28_ 127/427, 26-27=-865/511, 25-26=-355/593, ,` �� P . •..: 24-25= 355/593, 22-24=4015/2040 ♦ Q S 9 ; ♦ �` •• •••�w�� WEBS 3-29=-450/1137,3-27=47831896,5-27=-768/625,5-26=-5131328,13-26=-925/614, 18-26=-2406/1458,18-24=-832/1770, 21-24=-341362, 4-5=-571/485, 19-20=-343/310, � 14-15=-519/392 * ; 3938 Q! NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vuh=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opst; h=14ft; B=52fh, L=341t; eave=61t; ;fQ Cat. I y Exp C; Encl., GCpi=0,18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=I S0 ; O. ATE 3) Provide adequate drainage to prevent water pending. 2x3 MT20 unless otherwise Indicated. • OR k o p' ��♦ 4) All plates are � 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. �� s • 6) This trussbeen designedfor alivesf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide w11I i;..?S /p N A� to fit n the and any members 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 357lb uplift at joint 2, 1183111 uplift 0,�� at joint 27,1460 to uplift at joint 26 and 643 lb uplift at joint 22. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used In the analysis and design of this truss. FL C,Ef-f. 66$4 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 29,2015 A WARNING. Verify da;rga petamefera and READ NOTES ON MIS AND INCLUDED MITEKREFERANCE PAGEMII.74M I.I. OT/ICMI5BEFOREUSE. **■■ Doslgn volid for use oNywllh MBek Conneclors. 7ha design is based only upon p<narroterssInown. and is for an hdividual MAldag component Apr-AkabBlN of daSgn puamofersand proper hcoipomllonofcompanenl ls'res nsbllllyof U6Idln0 designer- notthr%dedgner. Bma ing shown is for loleral nrppod of fndivklual web members only. AAdillonnl temparaN bracing to lrxure stab0lty duiing mndNCllon is the respoOdbYIIN Of the ` MOW erector. Additional permanent bracing of the overall slmctme is the resinondbllity of the oullding cleslgner. For general guidance recording fabdcatlon, quality control, storage. delivery, erection and bracing. consult ANSI/TPI I Quality Criteria, DSB-69 and SCSI Building Component FYL 6904 Parke East Blvd. Safety Information ovaya le from inm Rate Institute. 781 N. Lee Street, Suite 312 Aioxooddu. VA 22314. Tampa, FL a36ID Job Truss Truss Type Oy y 82' Grand Cartoon 111 whh porch T679i418 M11323 GRA HIP 1 1 Job Reference (optiona)) Chambare Truss Inc., Furl Pierce H. 34982 es p a r'v"mu en inauanies, nm. mPae2 ID_etClcxC3ixW7huls7ypJyuFUK-aMWIXxLg5nISOOgZSBODCVbadNXttlgRzs63VEzqU7x .NOTES 10) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 9671le down and 461 lb up at 26-0-0, and 967 lb down and 461 Ib up at 6-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-44, 21-23=44, 2-29=-20, 24-29=-47(F= 27), 22-24=20, 3-11=103(F=-59), 11-21=-103(F=-59) Concentrated Loads (lb) Vert: 29=-555(F) 24=555(F) 0 WARNING-Verirydaugn parsmefera and HEAD NOTES ON THISANO INCLUDED MITEHFEFENANCEPAOEMII.7473rev. O211612016BEFORE USE. Design valid for use only with Nick oonneclors. Ns design is based only upon parameters shown, and is for an individual MlLdeq component. Applicability of design paameters and proper Incorporation of component Is rosponsolilly of bullding designer - not Imss dongner, adding shown Is for lateral support of Individual web members only. Addllional temporary homing to Insure stoblllty during conslruction Is the responsibility of the MiTek• erector. Additional permanent bracing of the ovemll structure k the resporelblllty, of the balding designer. For general guidance regarding rehdcation, quaky control, storage, delivery. erecilon arxl tracing. consort ANBULPI I Quality Criteria, OBB-89 and BCSI Building Component 6904 Perks East Blvd. Safety Information available from Trues Plate Institute. 781 N. Lee Street, Suite 312, Alexandra. VA M14. Taster, FL 33610 M11323 6x10 4.00 12 3xa = 4x6 = Sx6 = 5x6 = 3x8 = 14 3x6 It Sx6 WB = 3x4 = 6x8 = 3z6 = 6xe = Scale =1:60.1 LOADING(psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress [nor NO Code FBC2010/1P12007 CSI TC 0.93 BC 0.62 WB 0.97 (Matrix) DEFL in (loc) I/deft Ud Vert(LL) 0.20 15 >999 360 Vert(TL) -0.35 13-15 >685 240 Horz(TL) 0.08 12 n/a n/a PLATES GRIP MT20 2441190 Weight: 15011b FT=O% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid calling directly applied or 4.8-9 oc bracing. WEBS 20 SP No.3'Except' WEBS 1Row at midpt 3-13 2 Rows at 1/3 PIS 4-12 6-12; 2x6 SP 1\10.2, 6-10: 2x4 SP M 30 OTHERS 2x4 SP No.3 FMITek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS (lb/slze) 2=1130/0-8-0 (min. 0-1-12), 12=3419/0-8-0 (min. 0-5.7), 8=446/0-8.0 (min. 0-1-8) Max Horz2=77(LC 6) Max UpIIfl2=-898(LC 8), 12=2520(LC 8), 8=-394(LC 8) Max Grav2=1458(LC 13), 12=4630(LC 15), 8=538(LC 20) FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) 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=-112112302, 6.17=-778/440, 7-17=-779/440, 7-8=-882/416 13-14=-1737/3533, 12-13=-1022/2028, BOT CHORD 2-15=-1715/3467, 14-15=-1737/3533, 11-12= 2284/1302,10-11=-2284/1302,8-10=-293/781 WEBS 3-15=-406/1222, 3-13=.16421779, 4-13= 203/929,4-12=4684/2540, 6-12=2440/1562, 6-10=-1739/3381, 7-10=-339/365 ,,`1L5111111/,��,, Pg A. •• NOTES design. ,,,,� ,�` �'\G E NS •' V E��•,-[� �� 1) Unbalanced roof live loads have been considered for this II; 2) Wind: ABC 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; hat4ft; B=52fh, L=341f; eave=6lq Cat. � V ' Exp C; Encl.. GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3938 * 3) Provide adequate drainage to prevent water ponding. ' 4) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. C 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 wilt: .• {�: fit between the bottom chord and any other members. w ATE: 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 898lb uplift at jolnl2, 25201b uplift al JoInV . 12 and 3941b uplift at joint 8. ��OT' ;�' 7) "Semi -rigid foRchbreaks Including heels" Member end fixity model was used In the analysis and design of this truss. �� • . < 0 R 1 O,`.•' \ �:b 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 967lb down and 461 lb up at see 6) .... ... • \ C?��` 26-0-0, and 967lb down and 461 Ib up at 8-0-0 on bottom chord. The design/selection of such connection device(s) Is the q,� �O N A� E �� responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard FL Cert. 6634 January 29,2015 ®WARNING - VorHydeslgn parameters and READ NOTES ON THISAND INCLUDED MITEKREFERANCEPAGE MY-7473re1. OWW016 BEFORE USE �• Design vaild for Use only with INTO connectors. TNs design Is based only upon Parameters shown, and Is for an Individual bulldi g component. Applkab lity of design paametorc and proper Incorporation of component Is reeq®slbllny of bulldhg designer - not Ines; designer. reading shown Is for lateral u,,ad of[WIvidual web members only. Mdllional temporary txaclnp to lnwro slab011y dahg cansiruclbn is the responslbYllry of the WI� W moolor. MAlnonal permanent bracing of lbo overall stmeNe Is the resporMblllty of the building designer. For general guidance regarding �Y� 1 L foNlcanomqualltYcoMrol.storage-delNery,er cgonarW acing.constiiI A14SIAPIl Quality CdteAa,DSS-89 and BCSI Building Component 004 Parke East BNd, Salary Information wonoble from Truss plain Ins to l.. 781 I4. to. Simef. Sulta 312. Naxandda. VA22314. Temp., FL 33610 Job Truss Truss Type Gly Fly 62'Grand Carbon III wdh porch T6]B]419 M11323 GRB HIP i 1 Job Reference (optional) Chambers Truss Inc., Foe Pierce Fl. N982 7.350a60PZ(2VITMITak Inau9,!.e.lnc. Thu Jan2914:44:v220 i5'--Be2 ID:SrRaEyyrgO4M78G4raW BLWyuFUJ-aMWIXxLg5nI8GOgZSBODCYbh__Ndb114Rzs63VEzgU7x LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pl1) Vert: 1-3=-44, 3-7— 107(F= 63), 7-9_ 44, 2-15=-20, 10-15= 49(F= 29), e-10=-20 Concentrated Loads (lb) Vert: 15= 555(F) 10= 555(F) ®WARNING.Verlfydeslgnpammetemomi READ NOTES ON THMANDINCLUOEOM9EKREFERANCEPAOEMII-7473rev. OYr6/10r6BEFORE USE. *■ Deegnvalklforuss ONy WBh MBekoon ae I -IS ➢* design 6 based only upon,ommofersshown. and Is for an Individual building component Aprllcabhty of design parameters and proper lncolporatton ofcomponent is resporNMIIF/g ofbdfdl dee ner-not roes designer. Bmctng shown Epp ■.Y■ Is for lateral suer+ d ofind[vidual web members only. AddltlonaltemporarybracingfolnsurestabrlByduringconsfmcilonlsihoresponslbtiliryofihe evertor. Additional permanent bracing of me ovamll simclure Is the responsibility of the bullring designer. Forgeneral guldance regarding 1 R p �TOk• FYF fabrication. quality control, storage. delivery, erection and bracing, consult ANSI/1PI I Quality Criteria, DBB-89 and BC51 Building component Safety Information re allobie from Truss Plate Iroillule, 781 N. Lee Sheet. Salle 312. Alexandria, VA 22314. 6904 Parke East Blvd. Tampa. FL W610 p Truss Turns ype Oty P y 62' Grand Carlton tll with porch T67B]420 M11323 J2 MONO TRUSS B 1 Job Reference o tional ].s Sep MTek InduThu Jan 2B 4:4APagel Cheers.. True.Fo. PerrFI. ID:zt?zSIzTbJCDIIrGPHI OukyuFUI-2Z4gIHMIs5t72901?vXSIm33Kn5W6PbCWrclhzgU? Refer to MTek "TOE -NAIL" Detail for connection to supporting carrier truss (typ all applicable jacks on this job) 3x4 = Scale =1:7.9 CSI DEFL in (lot) I/dell L/d PLATES GRIP LOADING (psi) TCLL 20.0 SPACING Plates Increase 2-0-0 1.25 TC 0.12 VeN(LL) -0.00 2 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.07 Ven(TL) -0.00 2-4 >999 240 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 Horz(rL) -0.00 3 n/a Na Weight: 8lb FT=O% BCDL 10.0 Code FBC2010/rP12007 (Matrix) LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS (Ib/size) 2=12210-8-0 (min. 0-1-8),4=19/Machanlcal,3=29/Mechanical Max Harz 2=66(LC 8) Max Upllf12— 143(LC 8), 3= 29(LC 5) Max Grav2=145(LC 2), 4=38(LC 3). 3=39(LC 13) FORCES (lb) - Max. Comp./Max. Ten. -Ali forces 250 (lb) or less except when shown. BRACING TOP CHORD Structural wood sheathing directly applied or 2-0-0 0o purlins. BOT CHORD Rigid telling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation Guide NOTES 1) Wind: ASCE 7-10; VUlt=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14fC 8=52f1; L=34ft; eave=6ft•, Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DDL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) . This truss has been designed for a live load of 20.0pst 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. \p 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 143lb uplift at Joint 2 and 29lb uplift at Joint \\\PS A `, 3. 0 ...... 6) "Semi -rigid pitchbreaks Including heels" Member end ferry model was used In the analysis and design of this truss. J�0 •. • Ci E M LOAD CASE(S) Standard d2> 3938 X *: :ram Z ATE 00 % NAt. FL Cert. 6634 January 29,2015 Q WARNING. Vedry desrge paremoters and READ NOTES ON THIS AND INCLUDED MrrEKREFERANCE PAGE MIP74TJ rev.0211ft?0f5 BEFORE USE. ` Design valid for use only wilh Mlrek connectors. This design is based only upon parameters anown. and Is for an Indlvldual buidina component. AppInabilty, of design prey meters and proper Incorporalion of component Is responslblldy of bu ldhxl designer - not Inns designer. &acing stwwn is far lateral support oflndlvldual web members only. Mdifionnitemporoly rMInglolnwrestaMilydudngconsl,mttonisthoresrordt11Iryoflhe erector. Addi ional permanent bracing of the overall struck ro 3 the respond blllly of the building designer. for general guldance regarding pIB MITek' fatxlcalloN quality control, storage, delivery. erection and binning. Coreull ANSI/TPII Quality Criteria, DSB-B9 and SCSI Bullding Component from fuss Rate Irallule. 781 N. We Street. Suite 312. Nexandrla, VA 2ml4. 6904 Parka Seat Blvd. Tempe. FL 33f10 Safety Information avallable, Job Truss Truss Type Qty Fly 62' Grand Carlson 111 with porch T6T87421 M11323 J4 MONO TRUSS 8 1 Job Reference (optional)_ Chambers Tress Inc., Fed Pierce R. N982 3x4 = rave s rep el zu I z mil—inuus.nes, mc, a - r r 3e. ID:PDYLfd_5MdK4MSQTz?ZfRxyuFUH-2Z4gIHMls5t?2901?vXSIm80Fn2SU PbCWmil¢gU?w LOADING (Pat) SPACING 2-0-0 CS! DEFL in (loc) Wall Lid TOLL 20.0 Plates Increase 1.25 TO 0.26 Vert(LL) -0.01 2-4 >999 360 TOOL 7.0 Lumber Increase 1.25 BC 0.26 Vert(TL) -0.03 2-4 >999 240 BCLL 0.0 ` Rep Stress mor YES WB o.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2010frP12007 (Matrix) LUMBER TOP CHORD 2x4 SP No.3 SOT CHORD 2x4 SP No.3 REACTIONS (lb/size) 3=69/Mechanical, 2=185/0.8-0 (min. 0-1-e), 4=36/Mechanical Max Horz2=103(LC 8) Max Uptlft3=-82(LC 8), 2=-188(LC 8) Max Grav3=87(LC 13), 2=219(LC 2), 4=73(LC 3) FORCES (to) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. Scale=1:11.2 PLATES GRIP MT20 244/190 Weight: 14111 FT=0% BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MITek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psF BCDL=3.Opsf; h=14fC B=5211; L=34ft eave=61t; Cat. 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 pat bottom chard live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girders) for truss to truss connections. 1111111 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8216 uplift at Joint 3 and 188111 uplift at Joint %,`1 S A. 2. 6) "Seml-dgid pitchbreaks including heels" Member end fixity model was used In the analysis and design of this truss. ��......... • . E IV LOAD CASE(S) Standard d' 3938 ATE O�F O R p FL Cert. 6634 . January 29,2015 ®WARNING- Verify design paramai+rs and READ NOTES ON THISAND/NCLUDED MITEK REFERANCE PAGE MIIJ473 feu ST/iW ISEEFOREUSE Design valid for use oniywith MRek connectors. mrsdeslgn Is based only uponpaomalwa shaven, and is far an hsdiddual building component. Appllcabilly of design paromelarsand proper Incomoration of component Is responsibility of bttlidhng designer -nor huss designer. Wooing shown h for lateral support oflrxJMtlual web members only. AddBlonattempaarybracingiolmuresraNtlyduMgconslmclbnlslheresponsibllllTyoftbe WOWerector. Atlr➢Itondi permanent bracing of the overall structure is the respomhkllly of tfxr builotng designer. Forgeneml guidance recording fabdcation, quallty conhol, storage, delivery. erection and bracing, conwit ANSI/TPI I Quality Criteria, DS8-89 and BCSI Building Component Safety Information available from Truss Plate Instifute, 78114. Ise Street. Strife 312 AlexaWria. VA 22314. 6904 Parke East SWd. Tamp.. FL 33610 ab ms6 fuss ype Dly P 62'Grand COrban 111 wnh porch T6]0]422 M11323 is MONO TPUSS 8 1 JObR fe a tl ] 3$n s Sep 2] 2012 MI Iek I0dY8iIi65, Ind. u chambem Truss If , Fod Pierre FI. 349B2 ID;1P611zJ7xSx_c fXi4uzWy LT6-Wle3ydNwdP95fJzxZc2hHzg3rtfi90RikOAbnZ7zyuT 3x4 = LOADING(psf) SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.25 TO 0.79 TOOL 7.0 Lumber Increase 1.25 BC 0.68 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBO2010/TP12007 (Matrix) LUMBER TOP CHORD 2x4 SP NO-3 BOT CHORD 2x4 SP No.3 REACTIONS (lb/size) 3=117/Mechanical, 2=246/0-8-0 (min. 0.1-8), 4=56/Mechanical Max Horz 2=141(LC 8) Max UpIIft3=144(LC'8). 2=-218(LC 8) Max Grav3=144(LC 13), 2=289(LC 2), 4=113(LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale=1:14.5 DEFL in (lot) Udell Ud PLATES GRIP Verl(LL) -0.06 2-4 >999 360 MT20 2441190 Ven(TL) -0.16 2-4 >418 240 Horz(TL) -0.00 3 We We Weight: 201b FT=O% BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudlns. BOT CHORD Rigid telling directly applied or 10.0-0 oc bracing. MiTek recommends that Stabilizers and required cross bmGI be Installed during truss erection, In accordance with Stabilizer Installation guide NOTES 1) Win:ASCE-10;Vult=1 (3-Second u)Vasd=28Lf;BCDL= .Opsk h=141p B=52ft; L=34ft; eave=6ft Cat. 11; Exp , MWFR(directional);LumberP60 plate grip 2) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.0psf 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. `L4 r 11 11 / 4) Refer to girder($) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 1441b uplift at Joint 3 and 2181b uplift at ��`% ,S. A joint 2. 6) "Semi -rigid pllchbreaks Including basis" Member end fixity model was used In the analysis and design of this truss. % .-G E N S 3938 ATE (OR�O�%`� IONA�, Innm11%, LOAD CASES) Standard FL Cert. 6634 January 29,201E QWARNING-VerUydeelgn Aaramererc and READ NOTES ON MIS AND INCLUDED MREKREFERANCE CAGEMII-14TJ rev. OTw"016 BEFORE USE ' Design valW for uss onlyvAlh Mnek connectors. Msdesign8based only upon parame'on hown. and hfor an htliNdual bulming component. AppllaaMllry of design pammelenand proper hcolporclHon of component is respurlsltNllty of Wlltlhg desl0ner-not lnrss tleslgner. &acing shown MiTek' Is for lateral suppod ofintllvMual web members only. Adtlltlunnl temporary bracing to lnwresta"ry tluMgconsbucibnis the resWnslbllllry of the sreclof. 7uldlllorwi permonsni bracing of iM overall structure h the responAbliltyof Ihs bWitling dedgner. Forgeroml DUIdOncn .-Is.nng 6804 Parka Ent Blvd. (abllcailon, qucilllYCONml, slomge, delNery.ereclion and brgcing•consUit ANS1/1P119u011ty Ctlleda, Dae-89 and BCSl Bulltling Companenl sa(eN Intormallon avallaMs from truss Nate Imtllule, 781 N. Ise Sireo6 Suite 312 Nexandrb. VA 22314, Tampa, FL 23610 Job Truss ruse ype Qly PY 62' Grand Carton 111 with porch T6]9]423 M11323 JB MONOTRUSS 20 1 Job Reference (optional) Chambers Truss Inc., Fori Pierce R 34982 785e s Sep 27 2vi'e No I as industries, Inc. , IDaP6jizJ7xSxc IXi4uz9yuFUG-Wle3ydNwdP?stJzxZc2hHzgSI606DRIk0AbAZ7zgU4u Scale=1:17.7 3x4 = e-0-0 LOADING (psi) SPACING 2-0-0 CSI DEFL In (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.51 Vert(LL) -0.15 2-4 >613 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.30 Ven(TL) -0.37 2-4 >245 240 BCLL 0.0 ' Rep Stress [nor YES WB 0.00 Horz(TL) -0.00 3 n/a Na BCDL 10.0 Code FBC2010/rP12007 (Matrix) Weight: 26 It, FT=0 LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MITek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation oulde. REACTIONS (lb/size) 3=163/Mechanical, 2=308/0-8-0 (min. 0-1-8), 4=76/Mechanical Max Harz 2=179(LC 8) Max Upllft3= 203(LC 8), 2=-250(LC 8) Max Grav3=200(LC 2), 2=360(LC 2), 4=153(LC 3) FORCES (lb) - Max. Camp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft', B=52f1; L=34ft; eave=6ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girders) for truss to truss connections. ` IPS I A 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 203lb uplift at Joint 3 and 2501b uplift at % Joint 2. 6) "Semi -rigid pilchbreaks Including heels" Member and fixity model was used in the analysis and design of this truss. ��E h% M *: LOAD CASE(S) Standard :Tx' ATE S/0NAL��``% Hain n nll`�� FL Cert. 663 January 29,2015 Q WARNING. Verify design parameters and READ NOTES ON THISANOINCLUDEDMITEKREFERANCE PAGE111II-7473 rev. OWIMO16 BEFOREUSE. Design valld for use oNy with MIrek connectors. TNe design Is lxued only upon pnamelersshown, and is for an Individual building component. Applk,"Ily of dealer,fxxamefersand propor Incorporation of component b responsibility of blAding designer- not truss designer. BIc", shown le Is for lateral suppod of lndPoldual web members only.Addl%onal temparaty, bracing to Insure stabllllytluringconshuctlon lslheresponslbtlllty, of the ereclot. Additional permanent bracing of the overall struchuo Is the responslblllly of the bullOing desigrwl. For general guidance recording MiTek' fabticallon, quality control, storage, dellvaty. erection and brocing, consul) ANSVII'l I Quality Criteria, DSO.89 and BCSI Building Component Safety Information available from Trans Rate Inslllale, 781 N. lee Street. Suite 312 Alexandria. VA 22314. 6904 Parke Ent Blvd. Tampa, FL 33610 Job ruse ruse ype Dry y 67 Grand Cedton 111 wKh porch T6797424 M11323 KJB MONO TRUSS 4 1 J b Reference (optionail1 Chambers Truss lnc., Fed Pierce Fl. 34982 69 3 p272B12MT kl tl t I Th J BDMBa Byo?uf P 9 1 ID:Lcg54J7LuEancmZr40b7W MyuFUF-YBRAZOZOi71HTY87JZwgBDMBek8yo7ufgK16ZzqU71 Scale=1:20.8 3x4 = 3x4 = LOADING (psi) SPACING 2-0-0 CSI DEFL in (roc) /dell Vd PLATES GRIP TOLL 20.0 Plates Increase 1.25 TO 0.29 Vert(L-) -0.06 2-7 >999 360 MT20 2441190 TCDL 7.0 Lumber Increase 1.25 BC 0.31 Vert(T-) -0.15 2-7 >850 240 BOLL 0.0 Rep Stress lncr NO WB 0.44 HOrz(TL) 0.02 6 n1a rda Weight: 44111 FT=O% BCDL 10.0 Code FBC20101TP12007 (Matrix) LUMBER BRACING TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purllns. TOP CHORD 2x4 SP M 30 BOT CHORD Rigid telling directly applied or 9-0-11 oc bracing. BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracng be Installed during truss erection, In accordance with Stabilizer Installation guide REACTIONS (lb/size) 4=164/Mechanical, 2=411/0-11-5 (min. 0-1-5), 6=499/Mechanical Max Horz 2=244(LC 8) Max Uplift4=-204(LC 8), 2=-325(LC 8), 6= 278(LC 8) Max Grav4=243(LC 13), 2=480(LC 2), 6=587(LG 13) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1117/488 BOT CHORD 2-7=-656/1112, 6.7=-656/1112 WEBS 3-7=0/336,3-6=-1221/721 NOTES 1) Wind: ASCE 7-10; VUII=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=1411; 8=521h, L=341t; eave=6ft; Cat. II; Exp C; Encl., GCPI=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This buss Is not designed to support a ceiling and is not Intended for use where aesthetics are aconsideration. {{{{II11111//j 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. ♦♦{{ S A 141 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ♦♦♦♦O�p. •,,, A�e ��' fit between the bottom chord and an other members. E N 5) Refer to girder(s) for truss to truss connections. ,��.Z• ,•�\G $�:•,'9,7 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 204111 uplift at joint 4, 3251b uplift at joint 2: 3938 -[ , and 278 lb uplift at joint 6. 7) "Semi -rigid pltchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. 8) In the LOAD CASES) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=44 Trapezoidal Loads (pit) Vert: 8=0(F=22, B=22)-Io-4=-124(F=40, B=40), 2=2(F=9, B=9)-to-5=-56(F= 18, B=-18) AT 40 /Illlll1 10 FL Cert. 6634 January 29,2015 ®WARNING -verify design parameters and READ NOTES ON THIS AND INCLUDED MNEN REFERANCE PAGE Mll-7473 rev. OVI1 015 BEFORE USE. IL andNfor an OWINd1Wl bNr&1D componpni. �' -valid for use oNy Alb MOek con-ITtleNGn Is based only upon paamafersshawn, Applicolwlty of2gn .me""con"proper Incorywallon ofcanponenthrespon9dlity al bNkMO tleGOnar-not truss tlesl0nar. &aGnfl shown Adtlltlortal tampomry bmcirp to krone sla61111y durNO cons9uctian Nlhe res(wn9t>Dlltyoflhe MiTek• Is for lateralwp(wd of trxllvltlual web members mly. Pdtllllonal pannanenl nmring of ill overall siructum isihe resrwnslbility of the bu0drxl tlesipner. Far Ueneral OWdance reflardkxl FVr 1 Il erector. (abticalion quality conhoh slora9e. delivery, ere"on ontl I,.." consult ANSI/rPll Quality CrOedo, D98.89 and BCSl Building Component snlow mrermetlon wa9<il�le ham 4uss Hale Instllute. 781 N. rae 61reeL Rdte 312. Alcxamlda VA 22314. 6904 Palle East Bbd. Tampa, FL 33610 Symbols PLATE LOCATION AND ORIENTATION 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. 0-1/lgr For 4 x 2 orientation, locate plates 0-'ad' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or 1 bracing if indicated. Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPII : National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling. Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-48 dimensions shown in scale) sixteenths sc (Drawings not to ale) 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/LETrERS. PRODUCT CODE APPROVALS CC -ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397. ESR-3282 ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing. is always required. See BCSI. 2. Truss bracing must be designed by on engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I p bracing should be considered. c U 3. Never exceed the design loading shown and never = stack materials on inadequately braced trusses. U a 4. Provide copies of this truss design to the building designer, erection supervisor. property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane atjoint locations are regulated by ANSIfTPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSIAPI 1. 8. Unless otherwise noted. moisture content of lumber shall not exceed 19%at time of fobrication. 9. Unless expressly noted this design is not applicable for use with fire retardant, preservative treated or green lumber. 10. Comber is a ncr -rructurol consideration and is the responsibility of truss fabricator. General practice Is to camber for dead load deflection. 11. Plate type. size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and s¢e. and in all respects. equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing. or less, if no ceiling is installed unless otherwise noted. 15, Connections not shown are the responsibility of others, 16. Do not cut a alter truss member or plate without prior © 2012 MiTek® All Rights Reserved I approval of on engineer. MiTek Engineering Reference Sheet: MII-7473 rev. 02/16/2015 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consultwith project engineer before use. 19. Review all portions of this design (front, back words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. WYNNE BUILDING CORPORATION 8000 South U.S. #1 Suite 402 Port St. Lucie, FL 34952 Spanish Lakes Communities Division Port Saint Lucie July 7, 2015 To: St. Lucie County Building Dept. Attn: William Durden Re: 13990 Cancun Permit # 1506-0550 In regards to th abovementioned permit, the Roof Underlayment that will be used is Ti nium UDL-25 Plus — NOA# 14-0603.18. If there are any q Thank you, Matthew 1 ns, I can be reached at (772) 878-5513. — V.P. Miami Division Miami Telephones: Port Saint Lucie (772) 878-5513 Miami (305) 235-3175 MIAM6 MIAMI-DADE COUNTY Em PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 31525-99 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Interwrap, Inc. 32923 Mission Way Mission, BC, Canada V2V-6E4 SCOPE: tp� This NOA is being issued under the applicable rules and regulations governing the use of constrDcrron 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 1 through 5. The submitted documentation was reviewed by Alex Tigera. NOA No.: 14-0603.18 Expiration Date: 08/08/18 Approval Date: 06/11/15 Page I of 5 ROOFING COMPONENT APPROVAL Cateeorv: Roofing Sub-Cateeorv: 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 & 11 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 91 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 92 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 nwapoaoe eourvry Expiration Date: 08/08/18 Approval Date: 06/11/15 Page 2 of 5 RhinoRoof U15 42" x 286' rolls ASTM D226 Woven synthetic polymer underlayment with two Manufacturing Type I and II sides coated with UV protected and slip resistant Location #3 polymer stabilized polypropylene on both sides. RhinoRoof U20 42" x 286' rolls ASTM D226 Woven synthetic polymer underlayment with two Manufacturing Location #3 Type I and 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 44 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 Aeency 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-0I I ASTM D226 12/09/14 Trinity I ERD I15010.05.10 ASTM D4798 / D226 05/14/10 I38010.08.11 ASTM D226 08/11/11 135520.08.11 ASTM D2523/D1781 08/17/11 NOA No.: 14-0603.18 Expiration Date: 08/08/18 Approval Date: 06/11/15 Page 3 of 5 INSTALLATION SPECIFICATIONS: Titanium' UDL-25 PLUS, Titanium® UDL-30, Titariium�' UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments 1. Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments shall be installed in strict compliance with applicable Building Code. 2. Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof Ul5, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments shall be installed with a minimum 4-inch head lap in a shingle layer fashion. 3. Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, and Titanium UDL25 Synthetic Underlayments shall be fastened with Miami -Dade approved corrosion resistant tin -caps and 12 gauge 1 '/4" annular ring -shank nails, spaced 6" o.c. at all laps and three staggered rows fastened 12" o.c. in the field of the roll. 4. Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U 10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments may be used with Asphaltic shingles, Wood shakes and shingles, Non-structural metal roofing, and quarry slate. Titanium" UDL-30, Titanium' UDL-50, UDLTTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25 and RhinoRoof RSA Synthetic Underlayments shall not be used as roof tile underlayments. 5. For Roof Tile applications; Titanium® UDL-25 PLUS may be used as an anchor sheet in roof tile applications when used in combination with a top membrane layer, consisting of a Miami -Dade approved TAS 103 self - adhering underlayment. (See current NOA listing of approved TAS 103 self -adhering underlayment for installation guidelines and limitations of use). 6. For fire classification of specific roof assemblies Titanium® UDL-50, UDL TTMC-300, UDL TT, UD Titanium UDL25, and RhinoRoof RSA Synthetic Materials Directory for fire ratings of this product. BUILDING PERMIT REQUIREMENTS: using Titanium® UDL-25 PLUS, Titanium® UDL-30, TF, RhinoRoof U 10, RhinoRoof U 15, RhinoRoof U20, Underlayments-refer to a current Approved Roofing Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this material. NOA No.: 14-0603.18 Expiration Date: 08/08/18 Approval Date: 06/11/15 Page 4 of 5 LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. 3. Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments shall be applied to a smooth, clean and dry surface with deck free of irregularities. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. 4. Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments shall not be hot mopped, refer to manufacturer's published literature for product compatibility. 5. Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments shall not be applied over an existing roof membrane as a recover system. 6. Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments shall not be left exposed as a temporary roof for longer than 30 days of application. 7. UDL TTMC-300 Synthetic Underlayment shall not be left exposed as a temporary roof for longer than 180 days of application. 8. Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments are components used in roof system assemblies. Roof system assemblies are approved under a specific Notice of Acceptance. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. 9. Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments may be used with any approved roof covering Notice of Acceptance listing Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments as a component part of an assembly in the Notice of Acceptance. If Titanium® UDL-25 PLUS, Titanium® UDL- 30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments are not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. 10. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. 11. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 14-0603.18 Expiration Date: 08/08/18 Approval Date: 06/11/15 Page 5 of 5 a moo, II G 2S-1 �Zol r�e;s C'I, M9 AX- Y N MIN. SETBACK EQ. FRONT SIDES CNR SIDES I REAR 'S/J ZNG. II AoJo TECH. CJ NJ 201 S ej FONM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: 62' WYNNE GRAND CARLTON Builder Name: COMFORT CONTROL OF SLC, INC. Street: �?J t.�Gt '� Permit Office: - City, State, Zip: , FL, - "� Permit Number: Owner: GRAND CARLTON 62' Jurisdiction: Design Location: FL, Fort Pierce 1. New construction or existing New (From Plans) 9. Wall Types(1514.5 sgfL) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.3 1514.50 ft' b. N/A R= ft' 3. Number of units, if multiple family 1 c. N/A R= ft' 4. Number of Bedrooms 2 d. N/A R= ft' 10. Ceiling Types (1446.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1446.00 ft' 6. Conditioned Floor area above grade (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:6.60 SHGC: Area Weighted Average Overhang Depth: 3.833 ft. Area Weighted Average SHGC: 0.500 8. 14. Hot water systems a. Electric c� ,sue �. F -�t1� 40 gallons Floor Types (1446.0 sqft.) Insulation Area a. Slab -On -Grade Edge Insulation R=0.0 1448.00 ft' y;^- b. Conservation fe turgg(��. tr.7�,' a '11 ' EF:0.900 y K b. WA R= ft' None 4 c. N/A R= ft' 15. Credits -„i�� CF, Pstat Glass/Floor Area: 0.079 Total Proposed Modified Loads: 26.16 PASS Total Standard Reference Loads: 32.81 1 hereby certify that the plans and specifications covered by Review of the plans and Of-C1ME Spt?� this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance y rn, "' _ `.' .s• s .o with the Florida Energy Code. PREPA E Y: Before construction is completed r DATE: this building will be inspected for compliance with Section 553.908 - a ■Y� d I hereby certify that this building, as clesil e , is in compliance Florida Statutes. with the Florida Energy Code COb we t�O OWNE A BUILDING OFFICIAL: DATE: DATE: - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with 403.2.2.1.1. - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 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/SubDi%ision: 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 Low BLOCKS Number Name Area Volume 1 Blockl 1446 11568 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 RoomslnBlockl 1446 11568 Yes 2 2 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio RoomslnBlockl 150.7 It 0 1446 ft2 _ 0 0 1 ROOF / V # Type Materials Roof Gable Roof Area Area Color Solar Absor. SA Emitt Emitt Deck Pitch Tested Tested Insul. (deg) 1 Hip Metal 1523 ft2 0 ft2 Medium 0.88 N 0.9 No 0 18.4 ATTIC / `� # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1445 ft2 N N CEILING # Ceiling Type Space R-Value Area Framing Free Truss Type 1 Under Attic (Vented) RoomslnBlockl 30 1446 ft2 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 B Ornt TO Wall Type _ 1 N Exterior Concrete Block - Int InslaoomstnBloc 4.3 32 2 9 10 316.3055 0 0 0.8 0 2 E Exterior Concrete Block - Int InsEloomslnBloc 4.3 49 11 9 10 490.8472 0 0 0.8 0 3 S Exterior Concrete Block - Int Insi loomslnBloc 4.3 15 6 8 0 124 ft' 0 0 0.8 0 _ 4 SW Exterior Concrete Block - Int InsiRocroslnBloc 4.3 4 3 8 0 34 ft2 0 0 0.8 0 5 W Exterior Concrete Block - Int Ins6loomslnBloc 4.3 35 2 8 0 281.3333 0 0 0.8 0 _ 6 W Exterior Concrete Block - Int Ins5loomslnSloc 4.3 8 0 8 0 64 ft2 0 0 0.8 0 7 S Exterior Concrete Block - Int InsElOomslnBloc 4.3 25 6 8 0 204 ft2 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 21 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. _ / Wall Overhang V # Dint ID Frame Panes NFRC U-Factor SHGC Storms Area Depth Separation Int Shade Screening 1 N=>W 1 Metal Double (Tinted) Yes 1.3 0.5 N 27 ft2 10 ft 0 in 0 ft 6 in HERS 2006 None 2 N=>W 1 Metal Double (Tinted) Yes 1.3 0.5 N 15 ft2 1 ft 0 in 0 ft 6 in HERS 2006 None 3 N=>W 1 Metal Double (Tnted) Yes 1.3 0.5 N 15 ft2 1 ft 0 in 0 ft 61n HERS 2006 None 4 E=>N 2 Metal Double (Tinted) Yes 1.3 0.5 N 20 ft2 1 ft 0 in 0 ft 6 in HERS 2006 None _ 5 E=>N 2 Metal Double (Tinted) Yes 1.3 0.5 N 15 ft2 1 ft 0 in 0 ft 6 in HERS 2006 None 6 S=>E 3 Metal Double (Tinted) Yes 1.3 0.5 N 16 ft2 6 ft 0 in 0 ft 6 in HERS 2006 None 7 W=>S 5 Metal Double (Tinted) Yes 1.3 0.5 N 6 fie 1 ft 0 in Oft 6 in HERS 2006 None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 382.8 ft2 382.8 ft2 64 ft 8 ft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 BySpaces Proposed SLA 0.000360 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 kBtuthr 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 Cert # 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 CFM25 Leakage QN RLF Heat Cool 1 Attic 6 90 ft' Attic 25 ft' DSE=0.88 Attic 0.0 oft 0.00 % 0.00 0.60 1 1 TEMPERATURES Programabl[eXX]Thermostat: Ceiling Fans: 1]Y Heating fX1 Jan Lx] Feb tfXX1] fXl Mar t[XX�1] AApr t[XX]] [fXX]1 [ Cxl Jun [XI Jul [[LXX�]] Aug [fXX]1 [[LX�j] IX) Sep Nov ([XX]] Nov [[X]] Dec Dec Venting [[XX]I Jan [[�X]] Feb [IXR]],Mar [Xl L�l IX [[XX]l Jun I[�x1) Jul ] May tJq Aug lnl l�l [[XX]l Sep l�l Oct [X] [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 ADDRESS: PERMIT #: MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full detai , ' 1 I. t 7 iij1 N � I •� V P +' COMPONENT SECTION M "' 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. Coolingtheating 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 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 80 The lower the EnergyPerformance Index, the more efficient the home. , , FL, - 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.3 1514.50 ft= b. N/A R= ft 3. Number of units, if multiple family 1 c. N/A R= ft' 4. Number of Bedrooms 2 d. N/A R= ft' 5. Is this a worst case? No 10. Ceiling Types Insulation Area a. Under Attic (Vented) R=30.0 1446.00 ft3 6. Conditioned floor area (W) 1446 to. N/A R= ft' 7. Windows— Description Area c. WA R= ft2 a. U-Factor. Dbl,.U=1.30 114.00 ft' 11. Duds R ft a. Sup: Attic, Ret: Attic, AH: Attic 6 90 SHGC: SHGC=0.50 b. U-Factor. N/A 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. N/A ft' 13. Heating systems kBtu/hr Efficiency SHGC: a. Electric Heat Pump 28.2 HSPF:8.60 Area Weighted Average Overhang Depth: 3.833 ft. Area Weighted Average SHGC: 0.500 8. Floor Types Insulation Area 14. Hot water systems Cap: 40 gallons a. Slab -On -Grade Edge Insulation R=0.0 1446.00 ft' a. Electric EF: 0.9 b. N/A R= ft' b. Conservation features c. N/A R= ft' None 15. Credits CF, Pstat 8 I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy savingfeatures which will be installed (or exceeded) in this home before final inspection. O erw e, a new EPL Display Card will be completed based on installed Code complia r Builder Signature: Date: Address of New Home:y—, C.c.) C",C � City/FL Zip `�.Cvice j *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 Project Summary 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: comfortcontrolofslc.com Project• • For: 62' GRAND CARLTON WYNNE BUILDING CORP. FORT PIERCE, FL 34983 Notes: Design Information Weather: Fort Pierce, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 90 OF Inside db 70 OF Inside db 75 OF Design TO 28 OF Design TD 15 OF Daily range Relative humidity L 50 % Moisture difference 61 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 17399 Btuh Structure 16133 Btuh Ducts 3009 Btuh Ducts 3659 Btuh Central vent (25 cfm) 773 Btuh Central vent (25 cfm) 414 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 21181 Btuh Use manufacturer's data n Ratelswing multiplier 0.95 Infiltration Equipment sensible load 19195 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2411 Btuh Ducts 1086 Btuh Heatingg Coolingg Central vent (25 cfm) 1049 4547 Btuh Btuh Area (ft� 1446 1446 Equipment latent load Volume kft') 12558 12558 Air changes/hour 0.45 0.23 Equipment total load 23742 Btuh Equiv. AVF (cfm) 94 48 Req. total capacity at 0.70 SHR 2.3 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Trade COMFORT 15 PURON SINGLE STAGE ... Make Carrier Trade COMFORT 15 PURON SINGLE STAGE ... Model 25HBC530A Cond 25HBC530A AHRI ref no3676266 Coil FX4DN(B,F)031 AHRI ref no3676266 Efficiency 8.7 HSPF Efficiency 12.5 EER, 15.3 SEER Heating input Sensible cooling 19880 Btuh Heating output28400 Btuh @ 470F Latent cooling 8520 Btuh Temperature rise 27 OF Total cooling 28400 Btuh Actual air flow 947 cfm Actual air flow 947 cfm Air flow factor 0.046 cfm/Btuh Air flow factor 0.048 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.82 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2012-May-1509:13:19 Wrl hYSOR' 9 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 1 ACCA E:1Wrightsoft HVAC%Wynne Corp182' WYNNE GRAND CARLTON 11 .up Colo = MJ8 Front Door faces: N LoaJob: d Short Form -� 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: 772-755-9144 Web: comfancontrolofslc.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 25H BC 530A AHRI ref no3676266 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8.7 HSPF 28400 Btuh @ 47°F 27 OF 947 cfm 0.046 cfm/Btuh 0 in H2O COOLING EQUIPMENT Make Carrier Trade COMFORT 15 PURON SINGLE STAGE Cond 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 Airflow factor 0.048 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.82 ROOM NAME Area (ft2) Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) Clg AVF (cfm) FOYER 60 1144 674 53 32 GIRT RM/DINING 483 7087 7281 329 348 LAUNDRY 46 839 1859 39 89 KITCHEN 154 359 2942 17 141 MS BATH 53 907 1146 42 55 MS CLOSET 70 77 149 4 7 MS BDRM 266 4973 2990 231 143 HALL 18 19 37 1 2 BATH 45 514 237 24 11 BDRM 2 196 3577 2100 166 100 nnn AO 1A 1'IGbI•�' Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. t wrihtSOft" 2012-May-15 1 9 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 1 /iCCA EAWrightsoft HVAC%Wynne Corp162' WYNNE GRAND CARLTON 11 .rrp Calc = 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 T Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2012-May-15 09:13:19 ^- WrightSOft" Right -Suite® Universal 2012 12.0.04 RSU05864 Page 2 �/� EAWrightsoft HVAC%Wynne Corp\62' WVNNE GRAND CARLTON 11 .rtp Cale = MJ8 Front Door faces: N wrightsof ' Right-JO Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax 772-785-9144 Web: comfonconlrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name Entire House FOYER 2 Exposed wall 150.7 it 6.0 ft 3 Room height 8.7 It p 8.0 ft heat1cool 4 Room dimensions 6.0 x 10.0 It 5 Room area 1444.5 fP 60.0 ft' Ty Construction U-value Or HTM Area (ft� Load Area (ftl Load number I (Btuhrfl'-°F) (Bluh/ftj or perimeter (it) (Btuh) or perimeter (it) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross NIP/S Heat Cool 6 12C-Osw 0.091 In 2.55 2.18 315 246 627 537 0 0 0 0 IA-rtomd 1.270 In 35.56 26.39 39 0 1357 1029 0 0 0 0 2A-2ob 0.630 n 17.64 22.24 15 0 265 334 0 0 0 0 2A-2om 0.840 n 23.52 25.39 15 0 353 381 0 0 0 0 11 Vpl 12C.Osw 0.091 a 2.55 2.18 490 450 1146 983 0 0 0 0 �C 2A-2om 0.840 a 23.52 68.19 40 3 931 2699 0 0 0 0 t4/ 12C-Osw 0.091 s 2.55 2.18 124 83 211 181 48 27 69 59 2A-2om 0.840 5 23.62 25.39 20 20 470 508 0 0 0 0 I(-.-GD 11J0 0.600 s 16.80 17.40 21 21 353 365 21 21 353 365 w 12C-Osw 0.091 sw 2.55 2.18 34 34 86 74 0 0 0 0 IW 12C-0sw 0.091 w 2.55 2.18 282 276 702 602 0 0 0 0 L-G 2A-2om 0.840 w 23.52 66.18 6 1 141 397 0 0 0 0 w 13A-5ocs 0.125 w 3.50 2.22 64 64 224 142 0 0 0 0 P 1213-0bw 0.097 - 2.72 0.85 204 204 554 174 80 80 217 68 C 168-30ad 0.032 - 0.90 1.68 1389 1389 1244 2333 60 60 54 101 C 16C-19al 0.049 - 1.37 2.08 56 56 77 117 0 0 0 0 F 22A-lph 1.358 - 38.02 0.00 1445 151 5729 0 60 6 228 0 6 c) AED excursion 423 -35 Envelope loss/gain 14501 11279 921 558 12 a) Infiltration 2898 794 106 29 b) Room ventilation 0 01 1 0 0 13 Internal gains: Occupants @ 230 Appliances/other 2 460 3600 0 0 0 Subtotal (lines 6 to 13) 17399 16133 1027 588 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 17399 16133 1027 588 15 Duct loads 17% 23% 3009 3659 11% 15% 117 87 Total room load 20408 19792 1144 674 'Total icfm) 947 947 53 32 Calculations approved by ACCA to meet all requirements of Manual J Sth Ed. Wrlihtsoft- 2012-May-1509:13:19 9 Right-Su0e® Universal 2012 12.0.04 RSU05864 Page 1 ACCA E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rtp Calc = MJ8 Front Door faces: N + wrightsof ' Right-M Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST.. PORT ST.. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfanconlrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name GIRT RIM/DINING LAUNDRY 2 Exposed wall 45.0 ft 6.5 It 3 Room height 9.8 ft hut/cool 8.0 It heat/cool 4 Room dimensions 1.0 x 482.5 It 7.0 x 6.5 It 5 Room area 482.5 fN 45.5 W Ty Construction U-value Or HTM Area (ft� Load Area (fly Load number (Btuh/fIMF) (Btuh/ftj or perimeter (ft) (Btuh) or perimeter (f) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 1p/ 12C-OSW 0.091 n 2.55 2.18 196 157 400 343 0 0 0 0 �G tA-rlomd 1.270 n 35.56 26.39 39 0 1387 1029 0 0 0 0 IL-GG 2A-2ob 0.630 n 17.64 22.24 0 0 0 0 0 0 0 0 2A-2om 0.840 n 23.62 25.39 0 0 0 0 0 0 0 0 11 IW 12C-Osw 0.091 a 2.55 2.18 245 205 523 449 0 0 0 0 L-G 2A-2om 0.840 a 23.52 68.19 40 3 931 2699 0 0 0 0 Ut! 12C-Osw 0.091 s 2.55 2.18 0 0 0 0 0 0 0 0 2A-2om 0.840 s 23.52 25.39 0 0 0 0 0 0 0 0 �I-(D' 11J0 0.600 s 16.80 17.40 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 sw 2.55 2.18 0 0 0 0 0 0 0 0 12C-Osw 0.091 w 2.55 2.18 0 0 0 0 52 52 132 114 IW �--G 2A-20m 0.840 w 23.52 66.18 0 0 0 0 0 0 0 0 W 13A-5ocs 0.125 w 3.50 2.22 0 0 0 0 0 0 0 0 P 12B-Obw 0.097 - 2.72 0.85 0 0 0 0 56 56 152 48 C 16B-30ad 0.032 - 0.90 1.68 483 483 432 Bit 46 46 41 76 C 16C-19al 0.049 - 1.37 2.08 0 0 0 0 0 0 0 0 F 22A-tph 1.358 - 38.02 0.00 483 45 1711 0 46 7 247 0 6 c) AED excursion 288 -83 Envelope loss/gain 5385 56191 1 573 155 12 a) Infiltration 977 268 115 32 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 0 0 Appliances/other 0 1 1 1200 Subtotal (lines 6 to 13) 6352 6346 688 1387 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 6362 6346 688 1387 15 Duct loads 11% 15% 725 935 22% 34% 151 472 Total room load 7087 7281 839 1859 Air required (cfm) 329 348 39 89 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigFtttsoft" 2012-May-15 0 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 2 �� E %Wrightsoft HVACMynne Corp162' WYNNE GRAND CARLTON II .np Cato = MJB Front Door faces: N wrightsoft' Right-M Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax 772-785-9144 Web: comfoncontralofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area KITCHEN 0 It 8.0 ft heat/cool 1.0 x 154.0 ft 154.0 W MS BATH 7.5 It 8.0 ft heat/cool 7.0 x 7.5 It 52.5 ft2 Ty Construction number U-value (Btuh/ft'--°F) Or HTM (Btu[V" Area (ft2) or perimeter (ft) Load (Bluh) Area (ft2) or perimeter (ft) Load (Btuh) Heal Cool Gross N/PIS Heal Cool Gross NIP/S Heat Cool 6 11 12C-Osw 1A-20b 2A-2ob 2A-2om 12C-Osw 2A-2om 12C-Osw 2A-2om 11J0 12C.Osw 12C-0sw 2A-20m 13A-5ocs 12B-0bw 1613-30ad 16C-19al 22A-1ph 1.091 0.630 0.840 0.840 0.091 0.840 0.091 0.840 0.600 0.091 0.091 0,840 0.125 0-097 0.032 0,049 1.358 n n n n a a 5 s s sw w w w - - - - 2.55 17.64 23,52 23.52 2.55 23.52 2.55 23.52 16.80 2.55 2.55 23.52 3.50 2.72 0.90 1.37 38.02 6.39 22.24 25.39 25.39 2.18 68.19 Z18 25.39 17.40 2.18 2.18 66.18 2.22 0.85 1.68 2.08 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 66 154 0 154 0 0 0 0 0 0 0 0 0 0 0 0 0 68 154 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 185 138 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 58 259 0 0 0 0 0 0 0 0 0 0 0 0 60 6 0 0 53 0 53 0 0 0 0 0 0 0 0 0 0 54 1 0 0 53 0 8 0 0 0 0 0 0 0 0 0 0 138 141 0 0 47 0 285 0 0 0 0 0 0 0 0 0 0 118 397 0 0 88 0 0 W lQJ {�� D W W I--G W P C C F 6 c)AED excursion -153 215 Envelope loss/gain 323 1641 611 818 12 a) Infiltration b) Room ventilation 0 0 0 0 133 0 36 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 2400 0 0 0 Subtotal (lines 6 to 13) 323 2564 744 855 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 11% 15/ 0 0 0 323 37 0 0 0 2564 378 220/b 34% 0 0 0 744 164 0 0 0 855 291 Total room load Air required (cfm) 359 17 2942 141 907 42 1146 55 Calculations approved by ACCA to meet all requirements of Manual J Sth Ed. ,.I, wri F1t50:t' 2012-May-1509:13:19 ..I 9 Right-SuBe® Universal 2012 12.0.04 RSU05864 Page 3 ACCA EAWrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .up Colo = MJ8 Front Door faces: N wrightsoft• Right-JO Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: camfoncontrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name MS CLOSET MS BDRM 2 Exposed wall 0 it 42.0 ft 3 Rcom height 8.0 it heat/cool 8.5 R 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 (ftj Lead number (Bluh/ft? °F) (Bluh/fl� or perimeter (it) (Btuh) or perimeter (it) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 I 12C-0sw 0.091 n 2.65 2.18 0 0 0 0 119 89 227 194 1A.rlomd 1.270 n 35.56 26.39 0 0 0 0 0 0 0 0 ((L��;G 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 12C-0sw 0.091 a 2.55 2.18 0 0 0 0 77 77 195 167 IWI 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 2.16 0 0 0 0 0 0 0 0 2A-2om 0.840 s 23.52 25.39 0 0 0 0 0 0 0 0 11J0 0.600 s 16.80 17.40 0 0 0 0 0 0 0 0 W 12C-0sw 0.091 sw 2.55 2.18 0 0 0 0 0 0 0 0 W 12C-0sw 0.091 w 2.55 2.18 0 0 0 0 162 162 412 353 L-G 2A-20m 0.840 w 23.52 66.18 0 0 0 0 0 0 0 0 W 13A-5ccs 0.125 w 3.50 2.22 0 0 0 0 0 0 0 0 P 12B-Obw 0.097 - 2.72 0.85 0 0 0 0 0 0 0 0 C 16B.30ad 0.032 - 0.90 1.68 70 70 63 118 266 266 238 447 C 16C-19a1 0.049 - 1.37 2.08 0 0 0 0 0 0 0 0 F 22A-tph 1.358 - 38.02 0.c0 70 0 0 0 266 42 1597 0 6 c) AED excursion -7 139 Envelope lass/gain 63 111 3286 2014 12 a) Infiltration 0 0 791 217 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other ol 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 38 22-1. 34% 895 760 Total room load 77 149 4973 2980 Air required (cfm) 4 7 231 143 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed ,.t wri ht50fY 2012-May-15 09:13:19 -• g Right -Suite® Universal 2012 12.0.04 RSU05864 Page 4 ACCI" E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N wrightsot<t' 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: comfodcontmlofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name HALL BATH 2 3 Exposed wall Room height 0 ft 8.0 It heat/cool 5.0 It 8.0 ft heat/Cool 4 Room dimensions 3.5 x 5.0 ft 9.0 x 5.0 If 5 Room area 17.5 ft2 45.0 W Ty Construction number U-value (Btuh/ftMF) Or HTM (Btuh1ft2) Area (fly or perimeter (ft) Load (Btuh) Area (ft� of perimeter (ft) Load (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-OeW 0.091 n 2.55 2.18 0 0 0 0 0 0 0 0 1A41omd 1.270 n 35.66 26.39 0 0 0 0 0 0 0 0 N 2A-2ob 0.630 n 17.64 22.24 0 0 0 0 0 0 0 0 11 LW, G 2A-2om 12C-0sw 2A-2om 0.840 0.091 0.840 n a a 23.52 2.55 23.52 25.39 2.18 68.19 0 0 0 0 0 0 0 0 0 0 0 0 0 40 0 0 40 0 0 102 0 0 87 0 1p/ 12C-0sw 0.091 s 2.55 2.18 0 0 0 0 0 0 0 0 IL----(D; 2A-2om 0.840 s 23.52 25.39 0 0 0 0 0 0 0 0 11J0 0.600 s 16.80 17.40 0 0 0 0 0 0 0 0 W 12C-0sw 0,091 sw 2.55 2.18 0 0 0 0 0 0 0 0 W I-G 12C-0sw 2A-2om 0.091 0.840 w W 2.55 23.52 2.18 66.18 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 13A-Sots 0.125 w 3.50 2.22 0 0 0 0 0 0 0 0 P 1213-017w 0.097 - 2.72 0.85 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 - 0.90 1.68 18 18 16 29 45 45 40 76 C 16C-19al 0.049 - 1.37 2.08 0 0 0 0 0 0 0 0 F 22A-tph 1.358 - 38.02 a00 18 0 0 0 45 5 190 0 6 c) AED excursion -2 -11 Envelope loss/gain 16 28 332 152 12 a) Infiltration 0 0 89 24 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 1 0 0 Subtotal (lines 6 to 13) 16 28 421 177 Less external load 0 0 0 Less transfer 0 0 0 Redistribution 0 0 0 14 Subtotal 16 28 42115 AM7 Duct loads34% 3 9 22% 34% 93Total room load 19 37 514Air required (cfm) 1 2 24 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. _ -F�I- ft wrightso' Right -Suite® Universal 2012 12.0.04 RSU05864 2012-May-15 0 Page 5 ACC EAWrightsofl HVAMWynne CorpW2' WYNNE GRAND CARLTON 11 .np Calc = MJ8 Front Door faces: IN9 + wrightsofr Right-JO Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax 772-785-9144 Web: comfortcontrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 2 3 4 Room name Exposed wall Room height Room dimensions BDRM 2 30.7 fl 8.0 ft heat/ccol 1.0 x 195.5 If MASTER LAV 8.0 It 8.0 It hwticool 7.0 x 8.0 If 5 Room area 195.5 fN 56.0 W - Ty Construction U-value Or HTM Area (fly Load Area (ft') Lead number (Btuh/ft? °F) or perimeter Ill) (Btuh) or perimeter (fl) (Btuh) Heat Cool Gross N/PIS Heat Cool Gross N/P/S Heat Cool 6 11 N,r ��GGC 12C-Osw 1A-rlomd 2A-20b 2A-2om 12C.Osw 2A-2om 12C-0sw 2A-2om 11J0 12C-Osw 12C-Osw 2A-2om 13A.5ccs 0.091 1.270 0.630 0.840 0,091 0.840 0.091 0.640 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 35.55 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 0 128 0 76 20 0 34 8 0 0 0 0 0 0 128 0 56 20 0 34 8 0 0 0 0 0 0 326 0 143 470 0 86 20 0 0 0 0 0 0 280 0 122 508 0 74 17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 64 0 0 0 0 0 0 0 0 0 0 0 0 64 0 0 0 0 0 0 0 0 0 0 0 0 224 0 0 0 0 0 0 0 0 0 0 0 0 142 fWf � lAl IL---GD W W L- G W P 12B-017a 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 16C19al 0.049 - 1.37 2.08 0 0 0 0 56 56 77 117 F 22A-lph 1.358 - 38.02 0.00 196 31 1166 0 56 8 304 0 6 c) AED excursion 88 -17 Envelope loss/gain 2387 1417 605 242 12 a) Infiltration b) Room ventilation 545 0 149 0 142 0 39 0 13 Intemal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 2932 1567 747 281 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 22% 34% 0 0 0 2932 645 0 0 0 1567 533 22% 340/6 0 0 0 747 164 0 0 0 281 96 Total room load Air required form) 3577 166 2100 100 911 42 377 18 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -Fkwr7 F>ttSoR' 2012-May-1509:13:19 g Right -Suite® Universal 2012 12.0.04 RSU05864 Page 6 �� EAWrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .up Cale = MJe Front Door faces: N COMPLETED ON: 4-07-16 DESCRIPTION: SURVEYORS NOTES: BEING ALL OF 13990 CANCUN AVENUE, A , 30 1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE OF THE UNRECORDED PLAT OF FAIRWAYS SHOWN HEREON. OF ST. LUCIE COUNTY, FLORIDA. lip\`yi V 2. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE LOCATED UNLESS OTHERWISE SHOWN. M 3. THIS SITE LIES WITHIN FLOOD ZONE "X", ACCORDING TO Z II THE FLOOD 'INSURANCE RATE MAP, COMMUNITY PANEL NO. ABBREVIATIONS: AB AB 12111CO065 J, EFFECTIVE DATE 2-16-12. ._ 4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE =FINISHED FLOOR ELEVATION FFEy 0 SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD R/W = RIGHT-OF-WAY ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. L = RADIUS OF CURVE _ 5HEREON RE GNC ED TO THE LENGTH OF CURVE CENTERLINE OF NCUNAVEN ERAVING AN ASSUMED SF = SQUARE FOOT 15 BEARING OF EAST, ACCORDING TO THE UNRECORDED PLAT A = DELTA OF CURVE OF FAIRWAYS, OF ST. LUCIE COUNY, 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. SCALE: 1 "=30' DATE: 4-07-16 DRAWN: CJM JOB NO.: 16-2408 PERMIT #: CANCUN AVENUE 20' PAVED ROAD ALEXANDER I PIAZZA PSM, INC. Surveying • Mapping • Consulting 619 SW Biltmore Street *LBf7280 Port St. Lucie, Florida 34983 Phone: (772) 340-7770 Fax: (772) 340-2250 WYNNE BUILDING Lucie Co. FL _ Init. _ Approved ATION Ir K:\BUILDERS\DWG2016\16-2408.dwg, 4/7/2016 1:45:10 PM ALE%AND J. PIAZ Professional urveyor & Mapper Florida certificate No.: 6330