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HomeMy WebLinkAboutSUBMITTED PAPERSALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED J Date: is- SCANNED Permit Number: BY St. Lucie County RECEIVED Building Permit Application JUN 2 9 2015 Planning and Development Services Building and Code Regulation Division 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential X PERMIT APPLICATION FOR: Building III PROPOSED IMPROVEMENT LOCATION: Address: 110 MEDITERRANEAN NORTH Legal Description: SECTION 26 / TOWNSHIP 36s, RANGE 40e Property Tax ID #: 3414-501-1701-000/9 Site Plan Name: SPANISH LAKES ONE Project Name: . it /1 Setbacks Front Back: VlJ Right Side: \S I Left Side: DESCRIPTION OF WORK: Lot No.110 Block No. MOBILE HOME REPLACEMENT: SINGLE FAMILY RESIDENCE - 2 BEDROOM / 2 BATH / GARAGE CONSTRUCTION INFORMATION: Itiona war to e e orme under tispermit—check all apply: HVAC Gas Tank ❑Gas Piping _ Shutters Windows/Doors Z✓ IElectric 0 Plumbing ❑Sprinklers 11 Generator Z Roof Total Sq. Ft of Construction: 2,108 Cost of Construction: $ 58,000 S Ft. of First Floor:2,108 Utilities:ll Sewer E]Septic Building Height: OWNER/LESSEE: CONTRACTOR: Name WYNNE BUILDING CORPORATION Name: MATTHEW LYLE WYNNE Address: 8000 SOUTH US HWY. 1 SUITE 402 Company: WYNNE DEVELOPMENT CORPORATION City: PORT ST. LUCIE State: FL Zip Coder 34952 Fax: (772) 878-7656 Phone No. (772) 878-5513 Address: 8000 SOUTH US HWY. 1 SUITE 402 City: PORT ST. LUCIE State: FL Zip Code: 34952 Fax: (772) 878-7656 Phone No. (772) 878-5513 E-Mail: Fill in fee simple Title Holder on next page (if different from the Owner listed above) E-Mail: State or County License: 8898 If value of construction is $2500 or more, a RECORDED Notice of Commencement is required. SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION`. DESIGNER/ENGINEER: _ Not Applicable MORTGAGE COMPANY: x_ Not Applicable Name: BRADEN a BRADEN Name: - Add ress: an COCONUT AVE. Address: .City: STUART State: FL City: State: Zip: s4996 Phone: (772)287-8258 Zip: Phone: FEE SIMPLE TITLE HOLDER: x Not Applicable Name: Address: City: Zip: Phone: BONDING COMPANY: _Not Name: Address: Zip: Phone: I certifythat no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply, In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the wo k 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-resi ntial use WARNING TO OWNER: Your failure to Record a Notice o Commencement may result in your pa ing twice for improvements to your property. A Notice of Com cement must be recorded d post on the jobsite before the first inspection. If you intend to obt financing, consult with lenyl an a orney before STATE OF FLORIDA STATE OF FLORIDA COUNTY OF S� . Lam, cis- COUNTY OF 9—f . Lu c r F The forgoing instrument was acknowledged ore me The forgoing instrument was acknowledged before me this !.r day of �u , i . 20 I by this l.iday of J Lt rE 20_L:'by (Name of person acknowledging ) (Name of person acknowledging) (Signature of Not r Public -State of Florida) (Signature of N Public- State of Florida ) Personally Known OR Produced Identificat' . n Personally Known OR Produced Identification Type of Identifig{}}y ANN 6ASKlt Type of Identification 131,094 ��d�� R QQ Commission No o+ oc Note PublhrC State of Florida a s+'a�.,, O ,i71Y ANN BASKIN ' " • e omm. E490oct 2, 2016 Commission No. a%', Notary SIC - Slate of Florida Commission # FF 015226 My Comm. Expires Oct 2, 2016 Revised 07 National REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE U 7 COMPLETE v" INITIALS WYNNE BUILDING CORPORATION 8000 South U.S. #1 Suite 402 Port St. Lucie, FL 34952 Spanish Lakes Communities Division Port Saint Lucie SCANNED BY St. Lucie County 3uly 7, 2015 To: St. Lucie County Building Dept. Attn: William Durden Re: 110 Mediterranean North Permit # 1506-0514 Miami Division Miami JUL 15 ....,;, PERI✓IIi ,.. _, St. Lucie county, FL In regards to the abovementioned permit, the Roof Underlayment that will be used is Titanium 1UDL-25 Plus - NOA# 14-0603.18. If there are any questio Thank you, Matthew Lyle Wynne - V.P. I can be reached at (772) 878-5513. Telephones: Port Saint Lucie (772) 878-5513 Miami (305) 235-3175 catlBrr M IAM[-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 31525-99 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Interwrap, Inc. 32923 Mission Way Mission, BC, Canada V2V-6E4 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TT, UDL TF, UDL TTMC-300, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at thejob 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. Py F I L Em NOAYi .: 14-0603.18 Expiration Date: 08/08/18 Approval Date: 06/11/15 Page I of ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Underlayment Material: Polypropylene SCOPE: This acceptance is for Titanium® UDL-25 PLUS, Titanium's UDL-30, Titaniumg UDL-50, UDL TT, UDL TF, UDL TTMC-300, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments as described in this Notice of Acceptance, for use with approved prepared roof assemblies where ASTM D226 Type underlayment is specified and installed with prescribed approved fasteners and fastener densities. Designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code PRODUCT DESCRIPTION: Test Product Product Dimensions Specification Description Titanium® UDL-25 PLUS 48" x 250' rolls ASTM D226 Woven synthetic polymer underlayment with one Manufacturing Type I & II side coated with UV protected and slip resistant Location #1 & #3 polymer stabilized polypropylene on both sides. Titanium®UDL-30 48" x 250' rolls ASTM D226 Woven synthetic polymer underlayment with two Manufacturing Type I & II sides coated with UV protected and slip resistant Location #1& #3 polymer stabilized polypropylene on both sides. Titanium® UDL-50 48" x 250' rolls ASTM D226 Woven synthetic polymer underlayment with two Manufacturing Type I & II sides coated with UV protected and slip resistant Location #1 & 43 polymer stabilized polypropylene on both sides. UDL TT 48" x 250' rolls ASTM D226 Woven synthetic polymer underlayment with one Manufacturing Type I & 11 side coated with UV protected and slip resistant Location #1 polymer stabilized polypropylene on both sides. UDL TF 48" x 250' rolls ASTM D226 Woven synthetic polymer underlayment with two Manufacturing Type I & 11 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 & 11 sides coated with UV protected and slip resistant Location #2 polymer stabilized polypropylene on both sides. RhinoRoof U10 42" x 286' rolls ASTM D226 Woven synthetic polymer underlayment with two Manufacturing Type I & II sides coated with UV protected and slip resistant Location #3 polymer stabilized polypropylene on both sides. 9py NOA No.: 14-0603.18 MIAMtOADE COUNTY Expiration Date: 08/08/18 Approval Date: 06/11/15 Page 2 of 5 RhinoRoof U15 42" x 286' rolls ASTM D226 Woven synthetic polymer underlayment with two Manufacturing Type I and II sides coated with UV protected and slip resistant polymer stabilized polypropylene on both sides. Location #3 RhinoRoof U20 42" x 286' rolls ASTM D226 Woven synthetic polymer underlayment with two Manufacturing Location #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 D 1970 Unreinforced polymer modified bitumen material Manufacturing Location 94 adhered to the underside of a polymer -coated, synthetic woven sheet. The underside is backed with a release film. MANUFACTURING LOCATIONS: 1. ML 1 2. ML2 3. ML3 4. ML4 EviDENCE SUBMITTED: Test ApencV Test Identifier Test Name/Report Date Intertek Testing Services 43031783 TAS 104 02/ 19/03 3119607COQ-003B ICC-ES AC48 02/20/08 3124826-01 ASTM E108 02/19/08 3124826MID-007 ASTM E108 02/25/08 311801000Q-003 ASTM D226 02/20/08 3130639COQ-002A ASTM D226 02/20/08 3146738COQ-003A ASTM D226 06/20/11 3146738COQ-003B ASTM D 1876/ TAS 117 03/28/08 101465036COQ-001 ASTM D1970 06/27/14 100539395COQ-006 ASTM D226 06/02/14 101863861COQ-OOIA ASTM D226 10/28/14 101823107COQ-01 I ASTM D226 12/09/14 Trinity I ERD 115010.05.10 ASTM D4798 / D226 05/14/10 138010.08.11 ASTM D226 08/11/11 135520.08.11 ASTM D2523 / D1781 08/17/11 NOA No.: 14-0603.18 Expiration Date: 08/08/18 Approval Date: 06/11/15 Page 3 of 5 INSTALLATION SPECIFICATIONS: Titanium' UDL-25 PLUS, Titanium' UDL-30, Titaniume' UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof UIS, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments 1. Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U 10, RhinoRoofU15, RhinoRoofU20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments shall be installed in strict compliance with applicable Building Code. 2. Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments shall be installed with a minimum 4-inch head lap in a shingle layer fashion. 3. Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, and Titanium UDL25 Synthetic Underlayments shall be fastened with Miami -Dade approved corrosion resistant tin -caps and 12 gauge 1 ''A" annular ring -shank nails, spaced 6" o.c. at all laps and three staggered rows fastened 12" o.c. in the field of the roll. 4. Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments may be used with Asphaltic shingles, Wood shakes and shingles, Non-structural metal roofing, and quarry slate. Titanium' UDL-30, Titanium' UDL-50, UDLTTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25 and RhinoRoof RSA Synthetic Underlayments shall not be used as roof tile underlayments. 5. For Roof Tile applications; Titanium® UDL-25 PLUS may be used as an anchor sheet in roof tile applications when used in combination with a top membrane layer, consisting of a Miami -Dade approved TAS 103 self - adhering underlayment. (See current NOA listing of approved TAS 103 self -adhering underlayment for installation guidelines and limitations of use). 6. For fire classification of specific roof assemblies 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 U10, RhinoRoof U15, 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. r: NOA No.: 14-0603.18 Expiration Date: 08/08/18 Approval Date: 06/11/15 Page 4 of 5 LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. 3. Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments shall be applied to a smooth, clean and dry surface with deck free of irregularities. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. 4. Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments shall not be hot mopped, refer to manufacturer's published literature for product compatibility. 5. Titanium® UDL-25 PLUS, Titanium® UDL 30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments shall not be applied over an existing roof membrane as a recover system. 6. Titaniumm UDL-25 PLUS, 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`s 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 pia NOA No.: 14-0603.18 Expiration Date: 08/08/18 Approval Date: 06/11/15 Page 5 of 5 MIN. SET CK EQ. v, FRONT ' / SAS SIDES CNR SIDES FEAR ZNG. TECH. PA >1 1W PA 41 i,fJ,ta . /in AlLb. TJ 0 L2 '2 0 FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: 6Z WYNNE GRAND CARLTON Builder Name: COMFORT CONTROL OF SLC, INC. Street: �Qvb yIV�A. 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 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.3 1514.50 fti b. N/A R= ft 3. Number of units, if multiple family 1 c. N/A R= ft' 4. Number of Bedrooms 2 d. NIA 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 Boor area above grade (ft') 1446 b. N/A R= ft' c. WA R= ftZ Conditioned floor area below grade (W) 0 11. Ducts R ft 7. Windows(114.0 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Attic 6 90 a. U-Factor: Dbl, U=1.30 114.00 ft SHGC: SHGC=0.50 b. U-Factor. N/A ft' 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 28.2 SEER:15.00 c. U-Factor: N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor. N/A ft' a. Electric Heat Pump 28.2 HSPF:8.60 SHGC: Area Weighted Average Overhang Depth: 3.833 ft. Area Weighted Average SHGC: 0.500 14. Hot water systems a. Electric Cap: 40 gallons 8. Floor Types (1446.0 sqft.) Insulation Area EF: 0.900 a. Slab -On -Grade Edge Insulation R=0.0 1446.00 ft' b. Conservation features b. NIA R= ft' None c. N/A R= ft' 15. Credits 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 4THE Srgl this calculation are in co pliance with the Florida Energy specifications covered by this Code. calculation indicates compliance y ri„ -gc`ro with the Florida Energy Code, PREPARE BY: Before construction is completed r DATE: this building will be inspected for compliance with Section 553.908 Q - a o c I hereby certify that this buildinWasilis in compliance Florida Statutes. with the Florida Energy Code. COD w8 l� OWNER/A ENT'. 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 FILE COPY 5/15/2012 9:20 AM EnergyGaugeO USA - FlaRes2010 Section 405A.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/SubDivision: PlalBook: 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 9D 70 75 722 62 Low BLOCKS Number Name Area Volume 1 Blockl 1446 11568 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID 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 RoomsInBlock1 150.7 ft 0 1446 ft' -- 0 0 1 ROOF # Type Materials Roof Gable Roof Area Area Color Solar Absor. SA Emitt Emitt Deck Pitch Tested Tested Insul. (deg) 1 Hip Metal 1523 W 0 ft' Medium 0.88 N 0.9 No 0 18.4 ATTIC / V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1445 ft' N N CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) RoamslnBlockl 30 1446 ft- 0.1 Wood 's2 5/15/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 WALLS Adjacent Cavity Width Heightin Sheathing Framing Solar Below Space Arp. 0 1 N Exterior Concrete Block - Int InsOloomslnBloc 4.3 32 2 9 10 316.3055 0 0 0.8 0 2 E Exterior Concrete Block - Int Ins@Ioomsln8loc 4.3 49 11 9 10 490.8472 0 0 0.8 0 3 S Exterior Concrete Block - Int Ins®oomslnBloc 4.3 15 6 8 0 124 ft' 0 0 0.8 0 _ 4 SW Exterior Concrete Block - Int InsBloomslnBloc 4.3 4 3 8 0 34 ft' 0 0 0.8 0 5 W Exterior Concrete Block - Int Insi loomslnBloc 4.3 35 2 8 0 281.3333 0 0 0.8 0 _ 6 W Exterior Concrete Block - Int Ins®oomslnBloc 4.3 8 0 8 0 64 ft' 0 0 0.8 0 7 S Exterior Concrete Block- Int Ins600rnsInBloc 4.3 25 6 8 0 204ft 0 0 0.8 0 DOORS # Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 S=>E Insulated RoomslnBloc Metal 0.6 3 0 7 0 21 ft' WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang # Omt ID Frame Panes NFRC U-Factor SHGC Storms Area Depth Separation Int Shade Screening 1 N=>W 1 Metal Double (Tinted) Yes 1.3 0.5 N 27 ft- A ft 0 in 0 ft 6 in HERS 2006 None 2 N=>W . 1 Metal Double (Tinted) Yes 1.3 0.5 N 15 ft- 1 ft 0 in 0 ft 6 in HERS 2006 None 3 N=>W 1 Metal Double (Tinted) Yes 1.3 0.5 N 15 ft' 1 ft 0 in 0 ft 6 in HERS 2006 None 4 E=>N 2 Metal Double (Tinted) Yes 1.3 0.5 N 20 ft' 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 ft' 1 it 0 in 0 ft 6 in HERS 2006 None 6 S=>E 3 Metal Double (Tinted) Yes 1.3 0.5 N 16 ft' 6 ft 0 in 0 ft 6 in HERS 2006 None 7 W=>S 5 Metal Double (Tinted) Yes 1.3 0.5 N 6 ft' 1 It 0 in 0 ft 6 in HERS 2006 None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 382.8 ft- 382.8 ft- 64 ft oft 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 FILE COPY 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 kStu/hr 846 cfm 0.8 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SelPnt Conservation 1 Electric None Garage 0.9 40 gal 50 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cent # Company Name System Model # Collector Model # Area Volume FEF None None ft' DUCTS — Supply — — Return — Air Percent HVAC # V # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF Heat Cool 1 Attic 6 90 ft' Attic 25 ft' DSE=0.88 Attic 0.0 cfm 0.00 % 0.00 0.60 1 1 TEMPERATURES Programablee[ Thermosta(�tX:]]Y Coiling Fans: Heating [X] [(XX]] Jan (X] Feb (X] Mar L[[[��XXXXCC]]j [(XX]] [(XX]] [X] IX] Jun (X] Jul �[[XXX]]] Aug [(XXjj [X] Sep [[�Xxjj] tt [[XX]] NovX� Dec Dec Venting [I�X]] Jan [[�XJ) Feb [[XX1] Mar l�l Ape [X) May II�X11) [[XX1) Jun [[�X]) Jul [XI Aug Ixl [[XX11) Sep lx1 lxl Oct [X] Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (VVD) 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 FILECOPY 5/15/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 6 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: PERMIT #: FL, - MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC -rated as meeting ASTM E 283. Windows and doors = 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors & outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat & 403.1 At least one thermostat shall be provided for each separate heating and controls cooling system. Where forced -air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403A Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric) or shutoff (gas). Circulating system pipes insulated to = R-2 + accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower (HP) of = 1 & Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor -retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site -recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters minimum COP= 4.0. Cooling/heating 403.6 Sizing calculation performed & attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat >10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 5/15/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 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 a. Concrete Block - Int Insul, Exterior R=4.3 1514.50 ft' 2. Single family or multiple family Single-family 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 Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1446.00 ft' 6. Conditioned floor area (ft� 1446 b. N/A R= ft' c. N/A R x 7. Windows" Description Area 11. Duets R ft' a. U-Factor. Dbl, U=1.30 114.00 fF 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. N/A ft' a. Central Unit 28.2 SEER:15.00 SHGC: d. U-Factor. N/A ft. 13, Heating systems kStu/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 I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy savin a ures which will be installed (or exceeded) in this home before final inspection. Ot i Is, new EPL Display Card will be completed based on installed Code compliant r Builder Signature: Date: ,� vs - Address of New Home: City/FL Zip)7��. 3Ks5� *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 FILE CON Pro ect SummarJob: y wrightsoft` � ' 7 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: comfortconlrololslc.com Project• • For: 62' GRAND CARLTON WYNNE BUILDING CORP. FORT PIERCE, FL 34983 Notes: VN;j� Design Information Weather: Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TO 28 OF Heating Summary Structure 17399 Btuh Ducts 3009 Btuh Central vent (25 cfm) 773 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 21181 Btuh Infiltration Fort Pierce, FL, US Method Simplified Construction quality Average Fireplaces 0 Heatingg Coolingg Area(ft2 1446 1446 Volume � 12558 12558 Air changes/hour 0.45 0.23 Equiv. AVF (cfm) 94 48 Heating Equipment Summary Make Carrier Trade COMFORT 15 PURON SINGLE STAGE Model 25HBC530A AHRI ref no3676266 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8.7 HSPF 28400 Btuh @ 47'F 27 OF 947 cfm 0.046 cfm/Btuh 0 in H2O Summer Design Conditions Outside db 90 OF Inside db 75 OF Design TD 15 OF Daily range L Relative humidity 50 % Moisture difference 61 gr/lb Sensible Cooling Equipment Load Sizing Structure 16133 Btuh Ducts 3659 Btuh Central vent (25 cfm) 414 Btuh Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Equipment sensible load 19195 Btuh Latent Cooling Equipment Load Sizing Structure 2411 Stuh Ducts 1086 Btuh Central vent (25 cfm) 1049 Btuh Equipment latent load 4547 Btuh Equipment total load 23742 Btuh Req. total capacity at 0.70 SHR 2.3 ton Cooling Equipment Summary Make Carrier Trade COMFORT 15 PURON SINGLE STAGE Cond 25HBC530A Coil FX4DN(B,F)031 AHRI ref no3676266 Efficiency 12.5 EER, 15.3 SEER Sensible cooling 19880 Btuh Latent cooling 8520 Btuh Total cooling 28400 Stuh Actual air flow 947 cfm Airflow factor 0.048 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.82 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. = r wrightsoft' Right -Suite® Universal 2012 12.0.04 RSU05864 OCR g ZCK EAWrIghtsofl HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Celc = MJ8 Front Door faces: N I Load Short Form Job: -�d- 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: comfoncontrolofslc.com Project• • For: 62' GRAND CARLTON II, WYNNE BUILDING CORP. FORT PIERCE, FL 34983 Design• • Htg Clg Infiltration Outside db (°F) 42 90 Method Simplified Inside db (°F) 70 75 Construction quality Average Design TO (°F) 28 15 Fireplaces 0 Daily range - L Inside humidity (%) 30 50 Moisture difference (gr/Ib) 1 61 HEATING EQUIPMENT Make Carrier Trade COMFORT 15 PURON SINGLE STAGE Model 25HBC530A AHRI ref no3676266 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8.7 HSPF 28400 Btuh @ 47°F 27 OF 947 cfm 0.046 cfm/Btuh 0 in H2O COOLING EQUIPMENT Make Carrier Trade COMFORT 15 PURON SINGLE STAGE Cond 25HBC530A Coil FX4DN(B,F)031 AHRI ref no3676266 Efficiency 12.5 EER, 15.3 SEER Sensible cooling 19880 Btuh Latent cooling 8520 Btuh Total cooling 28400 Btuh Actual air flow 947 cfm Air flow factor 0.048 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.82 ROOM NAME Area (ff') Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) Clg AVF (Cfm) FOYER 60 1144 674 53 32 GRT RM/DINING 483 7087 7281 329 348 LAUNDRY 46 839 1859 39 89 KITCHEN 154 359 2942 17 141 MS BATH 53 907 1146 42 55 MS CLOSET 70 77 149 4 7 MS BDRM 266 4973 2990 231 143 HALL 18 19 37 1 2 BATH 45 514 237 24 11 BDRM 2 196 3577 2100 166 100 cc AA 777 AO 1A Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. +�+ wrightsoft• F LEV22012-`MM.V- PE:Wrlghtsoft Ri9h1-S°8e® Universal 2012 1 LTON I HVAC1Wynne Corp\62' WYNNE GRAND CARLTON II .rtp Calc = MJ8 Front Door feces: N rry{Kl��y4fh7-a7 Entire House p 1445 20408 19792 947 947 Other equip loads 773 414 Equip. @ 0.95 RSM 19195 Latent cooling 4547 237 2 947 947 TOTALS 1445 21181 4 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. VnI /ii)CA E:\Wri9htsofl htHVAC\Wynne Cory\62 WeG Universal GRAND CARLTON 11 U Cale = MJB Front Door faces: N Lh wrightsoft• Right-JO Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE. FL 34983 Phone: 772-878-2799 Fax 772-785-9144 Web: comfortcontrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name Entire House FOYER 2 Exposed wall 150.7 ft 6.0 it 3 Room height 8.7 It P 8.0 It heaUcool 4 Room dimensions 6.0 x 10.0 ft 5 Room area 1444.5 fP 60.0 It. Ty Construction U-value Or HTM Area ffl Load Area Load number (Btuh/ft;°F) (Btuh/ft-) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Grass N/P/S Heat Cool Gross N/PIS Heat Cool 6 % 12C-Osw 0.091 n 2.55 2,18 315 246 627 537 0 0 0 0 IL��(C,, 1A-r1omd 1.270 n 35.56 26.39 39 0 1387 1029 0 0 0 0 2A-2ob 0.630 n 17.64 22.24 15 0 265 334 0 0 0 0 2A-2om 0.640 n 23.52 25.39 15 0 353 381 0 0 0 0 11 h}J 12C-0sw 0.091 a 2.55 2.18 490 450 1146 983 0 0 0 0 �C 2A-2om 0.840 a 23.52 68.19 40 3 931 2699 0 0 0 0 12C-0sw 0.091 s 2.55 2.18 124 83 211 181 48 27 69 59 2A-2om 0.840 s 23.52 25.39 20 20 470 508 0 0 0 0 11d0 0.600 s 16.80 17.40 21 21 353 365 21 21 353 365 W 12C-0sw 0.091 sw 2.55 2.18 34 34 86 74 0 0 0 0 W 12C-0sw 0.091 w 2.55 2.18 282 Z76 702 602 0 0 0 0 L-G 2A-20m 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 12B-0tw 0.097. - 2.72 0.85 204 204 554 174 80 80 217 68 C 1613-30ad 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-tOh 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 0 0 0 13 Internal gains: Occupants @ 230 2 460 0 0 Appliances/other 3600 0 Subtotal (lines 6 to 13) 17399 16133 1027 588 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 17% 23% 0 0 0 17399 3009 0 0 0 16133 3659 11% 15% 0 0 0 1027 117 0 0 0 588 87 Total room load Air required (cfm) 20408 947 19792 947 1144 53 674 32 Calculations approved by ACCA to meet all requirements of M '#' wrlghtsofY' Right-Suae® Universal 2012 12.0.04 RSU05864 �� EAWrlghtsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .np Cale = MJ8 Front Door faces: N wrightsoft Right-J® Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-870-2799 Far. 772-785-9144 Web: comfoncontrclofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 2 3 4 Room name Exposed wall Room height Room dimensions GRT RWDINING 45.0 it 9.8 It heat/cool 1.0 x 482.5 it LAUNDRY 6.5 It 8.0 ft heat/cool 7.0 x 6.5 it 5 Room area 482.5 ft' 45.5 fN Ty Construction U-value Or HTM Area (Itj Load Area (ft' Load number (Btuh/11MF) (Btuwft' or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat I Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 N 1W �--G 12C-Osw 1A-rlomd 2A-20b 2A-2om 12C-Osw 2A-2om 12C-OsW 2A-2am 11,10 12C-Osw 12C-Osw 2A-2om 13A-5ocs 0.091 1.270 0.630 0.940 0.091 0.840 -0.091 0.840 0,600 0.091 0.091 0.840 0.125 n n n n a a s s s sw w w. w 2.55 35.56 17.64 23.52 2.55 23.52 2.55 23.52 16.80 2.55 2.55 23.62 3.50 2.18 26.39 22.24 25.39 2.18 6B.19 2.18 25.39 17.40 2.18 2.18 66.18. 2.22 196 39 0 0 245 40 0 0 0 0 0 0 0 157 0 0 0 205 3 0 0 0 0 0 0 0 400 1387 0 0 523 931 0 0 0 0 0 0 0 343 1029 0 0 449 2699 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 52 0 0 0 0 0 0 0 0 0 0 0 0 52 0 0 0 0 0 0 0 0 0 0 0 0 132 0 0 0 0 0 0 0 0 0 0 0 0 114 0 0 L1Q/ I---C D W W 1G --- W P 12B-Obv 0.097 - 2.72 0.85 0 0 0 0 56 56 152 48 C 16B.30ad 0.032 - 0.90 1.68 483 483 432 811 46 46 41 76 C F 16C-19al 22A4ph 0.049 1.358 - - 1.37 38.02 2.08 0.00 0 483 0 45 0 1711 0 0 0 46 0 7 0 247 0 0 6 c)AED excursion 288 -83 Envelope loss/gain 5385 5619 573 155 12 a) Infiltration b) Room ventilation 977 0 268 0 115 0 32 0 13 Internal gains: Occupants @ 230 Appliances/other 2 460 0 0 0 1200 Subtotal (lines 6 to 13) 6352 6346 688 1387 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 11 % 15°/ 0 D 0 6362 725 0 0 0 6346 935 22% 34% 0 0 0 688 151 0 0 0 1387 472 Total room load Air required (cfm) 7087 329 7281 348 839 39 1859 89 -Fk- wrlightSaft- Right -Suite® Universal 201212.0.04 RSUOSS64 A EAWrightsoft HVAMWynne Corp\62' WYNNE GRAND CARLTON II .up Calc = MJ8 Front Door faces: N + wrightsoft' Right-J@ Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST.. PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name KITCHEN MS BATH 2 Exposed wall 0 it 7.5 it 3 4 Room height Room dimensions 8.0 ft heat/cool 1.0 x 154.0 It 8.0 it heat/cool 7.0 x 7.5 it 5 Room area 154.0 ft' 52.5 fN Ty Construction number U-value (Btuh/ftMF) Or HTM I (Btuh/ftl Area (ftr) or perimeter (It) Load (eluh) Area (ftI or perimeter (ft) Load (Btuh) Heat Cool Gross NIP/S Heat Cool Gross N/P!S Heat Cool 6%L�12C-Osw 0.091 n 2.55 2.18 0 0 0 0 0 0 0 0 IA-rlomd 1.270 n 35.56 26.39 0 0 0 0 0 0 0 0 2A-20b 0.630 In 17.64 22.24 0 0 0 0 0 0 0 0 Y LC 11 2A-2om 12C-0sw 2A-2om 12C-0sw 2A-2om 11.10 12C-Osw 12C-Osw 2A-20m 13A-5ocs 0.840 0.091 0.840 0.091 0.840 0.600 0.091 0.091 0.840 0.125 n a a s s s sw w w w 23.52 2.55 23.52 2.55 23.52 16.80 2.55 2.55 23.52 3.50 25.39 2.18 68.19 2.18 25.39 17.40 2.18 2.18 66.18 2.22 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 60 6 0 0 0 0 0 0 0 0 54 1 0 0 0 0 0 0 0 0 138 141 0 0 0 0 0 0 0 0 118 397 0 W W L-G W P 128-0bw 0.097 - 2.72 0.85 68 68 185 58 0 0 0 0 C 1613-30ad 0.032 - 0.90 1.68 154 154 138 259 53 53 47 88 C 16C-19a1 0.049 - 1.37 2.08 0 0 0 0 0 0 0 0 F 22A-tph 1.358 - 38.02 0.00 154 0 0 0 53 8 285 0 6 c)AED excursion -153 215 Envelope loss/gain 323 164 611 818 12 a) Infiltration 0 0 133 35 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 2400 0 1 0 0 Subtotal (lines a l0 13) 323 2564 744 855 Less external load 0 0 0 0 Less transfer 0 0 0 0 14 15 Redistribution Subtotal Duct loads ll%l 159/6 0 323 37 0 2564 378 22% 34% 0 744 164 0 855 291 Total room lead 359 2942 907 1146 Air required (cfm) 17 141 42 55 wrightsoft- Right -Suite® Universal 2012 12.0.04 RSU05864 '4eCl'- EAWrightsoft HVAC\Wynne Corp162' WYNNE GRAND CARLTON It .0p Cale = MJ8 Front Door laces: N wrightsof * Right-J® Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE. FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfoncontrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area MS CLOSET 0 it 8.0 It heat/cool 7.0 x 10.0 It 70.0 ft- MS BDRM 42.0 ft 8.5 ft heat/cool 14.0 x 19.0 it 266.0 ft' Ty Construction number U-value (Bluh/fti°F) Or HTM (Btuh/ftl Area (fly or perimeter (ft) Load (Btuh) Area (115 or pedmeter (it) Load (Btuh) Heat Cool Gross N/P/5 Heat Cool Gross N/P/5 Heat Cool 6 11 � Ud L--C 12C-Osw 1A41omd 2A-2ob 2A-2om. 12C-0sw 2A-2om 12C-0sw 2A-2om 11,10 12C-0sw 12C-Osw 2A-20m 13A-Sacs 12B-0t w 168-30ad 0.091 1.270 0.630 0.840 0.091 0,840 0.091 0.840 0.600 0,091 0.091 0.840 0.125 0.097 0.032 n n n n a a 5 s s sw w w w - - 2.55 35.56 17.64 23.52 2.55 23.52 2.55 23.52 16.80 2.55 2.55 23.52 3.50 2.72 0.90 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 0:85 1.68 0 0 0 0 0 0 D 0 0 0 D 0 0 0 70 0 0 0 0 0 0 0- 0 '0 0 0 0 0 0 70 0 0 0 0 0 0 0 0 0 0 0 0 0 0 63 0 0 0 0 0 0 0 0 0 0 0 0 0 0 118 119 0 15 15 77 0 0 0 0 0 162 0 0 0 266 89 0 0 0 77 0 0 0 0 0 162 0 0 0 266 227 0 265 353 195 0 0 0 0 0 412 0 0 0 238 . 194 0 334 381 167 0 0 0 0 0 353 0 0 0 447 W FL(D W W L-G W P C C 16C-19at 0.049 - 1.37 2.08 0 0 0 0 0 0 0 0 F 22A-tph 1.358 - 38.02 0.00 70 0 0 0 266 42 1597 0 6 c) AED excursion -7 139 Envelope loss/gain 63 1111 1 32W 2014 12 a) Infiltration b) Room ventilation 0 0 0 0 791 0 217 0 13 Internal gains: Occupants @ 230 Appliances/other 0 1 0 0 0 0 1 0 Subtotal (lines 6 to 13) 63 111 4077 2231 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 22% 34% 0 0 0 63 14 0 0 0 111 38 22% 34% 0 0 0 4077 896 0 0 0 2231 760 Total room load Air required (cfm) 77 4 149 7 1 4973 231 2990 143 wrilghlbSoft• Right -Suite® Universal 2012 12.0.04 RSU05864 ,C� E:\Wrighlsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rtp Celc =MJS 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: comforicommlofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name HALL BATH 2 Exposed wall 0 it 5.0 ft 3 Room height 8.0 ft heat/cool 8.0 N heallcool 4 Room dimensions 3.5 x 5.0 It 9.0 x 5.0 0 5 Room area 17.5 fF 45.0 fP Ty Construction U-value Or HTM Area (ft� Load Area (flj Load number (Btuh/ft' *F) (Btuh/115 or perimeter (it) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross NIP/S Heat I Cool Gross N/PIS Heat Cool 6 12C-0sw 0..091 0.091 n n 0 0 0 0 0 0 0 0 12C-Os d 5.55 32.55 22.18 6.39 0 0 0 0 0 0 0 0 2A-2ob 0.630 n 17.64 22.24 0 0 0 0 0 0 0 0 2A-2om 0.840 n 23.52 25.39 0 0 0 0 0 0 0 0 11 12C-0sw 0.091 a 2.55 2.18 0 0 0 0 40 40 102 87 2A-2om 0.840 a 23.52 68.19 0 0 0 0 0 0 0 0 12C-0sw 0.091 s 2.55 Z18 0 0 0 0 0 0 0 0 24-2om 0.840 s 23.62 25.39 0 0 0 0 0 0 0 0 11J0 0.600 a 16.80 17.40 0 0 0 0 0 0 0 0 w 12C-0sw 0.091 sw 2.55 2.18 0 0 0 0 0 0 0 0 w 12C-0sw 0.091 w. 2.55 2.18 0 0 0 0 0 0 0 0 L-G 2A-2om 0.840 w 23.52 WAS 0 0 0 0 0 0 0 0 W 13A-5ocs 0.125 w 3.50 2.22 0 0 0 0 0 0 0 0 P 128-Obw 0.097 - '2.72 0.85 0 0 0 0 0 0 0 0 C 168-30ad 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-lph 1.358 - 38.02 0.00 18 0 0 0 45 5 19D 0 6 c)AED excursion -2 -11 Envelope loss/gain 16 281 1 382 152 12 a) Infiltration 0 0 89 24 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 16 28 421 177 Less extemal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 16 28 421 177 15 Duct loads 22% 34% 3 9 22% 34% 93 60, Total room lead 19 37 514 237� Air required (cm) 1 21 24 11 wrighteoft' Right -Suite® Universal 2012 12.0.04 RSU05864 AOIA E Mrighlsoft HVAMWynne Corp162' WYNNE GRAND CARLTON It .up Cale = MJe Front Door faces: N I wrightsoft• Right-J®Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE SILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax 772-785-9144 Web: comfortcontrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name BDRM 2 MASTER LAV 2 3 Exposed wall Room height 30.7 it 8.0 ft heat/cool 8.0 ft 8.0 ft heat/cool 4 Room dimensions 1.0 x 195.5 It 7.0 x 8.0 it 5 Room area 195.5 fF. 56.0 fP Ty Construction number U-value (Btuh/ftk'F) Or HTM (Stuh/ft� Area (ft� or perimeter (ft) Load (Btuh) Area (W) or perimeter (ft) Load (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 1 1A-r1om2C-Osw d 2A-20b 2A-2om 12C-Osw 2A-2om 12C-Osw 2A-2om 11J0 12C-Osw 12C-Osw 2A-20m 13A-Sots 0.091 270 1 0.630 0.840 0.091 0.840 0.091 0.840: 0.600 0.091 0.091 0.940 0.125 n n n n a a s s. s sw w w. w 5.55' 32.5 17.64 23.52 2.55 23.52 2.55 23.52 16.80 2.55 Z55 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 D 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 VN �G C5J IL--GD W W LG W P C C 12B-Obw 16B-30ad 16C-19al 0.097 0.032 0.049 - - - 2.72 0.90 1.37 0.85 1.68 2.08. 0 195 0 0 196 0 0 175 0 0 328 0 0 0 56 0 0 56 0- 0 77. 0 0 117 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 Internal 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 leads 22% 34% 0 0 0 2932 645 0 0 0 1567 533 22% 34% 0 0 0 747 164 0 0 0 281 96 Total room load Air required (cfm) 3577 166 2100 10D 911 42 377 16 Calculations approved by ACCA to meet all requirements of Manual J bth Ld. wrightsoft- Right -Suite® Universal 201212.0.04 RSU05864 I; �� EAWrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .ap Cale = MJ8 Front Doorfaces: N pR, Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values :established by others. RE: M11323 - 62' Grand Carlton III with Site Information: Customer Info: WYNNNE DEVELOPEMENT CORP Lot/Block: Subdivision: Address: N/A City: PORT ST LUCIE State: FL MiTelr USA, Inc. 6904 Parke East Blvd. Project Name: M11323 ModelTar T, W610-4115 Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2010/TPI2007 Design Program: MiTek 20/20 7.3 Wind Code: ASCE 7-10 [All HeighII Wind Speed: 165 mph Roof Load:. 37.0 psf Floor Load: N/A psf This package includes 13 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 1 T6797412 A5 1/29/015 12 T6797413 A6 1/29/015 13 T6797414 A7 1/29/015 14 T6797415 AB 11/29/0151 15 T6797416 A9 1 1 /29/0151 6 T6 797417 A 1/29/015 7 T6797418 GRA 1/29/015 8r6797419 GRB 1/29/015 19 IT6797420 J2 1/29/0151 10 IT6797421 J4 1/29/015 11 JT6T97422 J6 1/29/015 12 IT6797423 1J8 11/29/015 113 1T6797424 1KJ8 11/29/015 The truss drawing(s) referenced above have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2017. SCANNED BY St. Lucie County 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. r a �`%`OP A<e G E EN 8 53 �Z '.• STATE OF :� I FL Cert. 6634 1 January 29,2015 Albani, Thomas 1 of 1 Job Truss Truss Type Cry Ply 62' Grand Carron 111 wish porch T6]9]412 M11323 AS SPECIAL 9 1 Jab Reference (optional) Chambers In).. Inc., Fad Ptwcs FI. M982 7.350 s Sap 27 2012 MITek Industnes, Ina Thu Jan 2914:43:56 2015 Page 1 ID:2GIScwwyY5hnGhXVARzUkuyuFUM-IC91 HuHvWy_i5MP5wvpzHLhiyURLhFZbwellbzgUO1 104i-4 17.0-0 20.4.8 26.4-0 34-0-0 35-0- 1-0-0 7-e-5 6-5-12 3.4-e 5.11.8 ]-0-0 -0-0 6 4.00 12 5x8 5x12 = as II 2.00 F12 Scale=1:61.2 LOADING(psf) TOLL 20.0 TCDL 7.0 BOLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2010/TPI2007 CSI TC 0.85 BC 0.99 WB 0.54 (Matrix) DEFL In (loc) Wall Ud Vert(LL) 0.72 14 >558 360 Vert(T-)-1.4713-14 >271 240 Horz(TL) 0.43 10 n/a n/a PLATES GRIP MT20 244/190 MT18HS 244/190 Weight: 1541to FT=O% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 no bracing. WEBS 2x4 SP No.3 `Except' WEBS 1 Row at midpt 6-14 6-14: 2x4 SP M 30 MITek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/sne) 2=1125/0-8-0 (min. 0-1-8), 1 0=1 125/0-8-0 (min. 0-1-9) Max Horz2— 179(LC 6) Max Uplifl2=-816(LC 8), 10=-816(LC 8) Max Grav2=1305(LC 2), 10=1305(LC 2) FORCES (lb) - Max. Comp./Max. Ten. -AII 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 BOTCHORD 2-14=-2775/5007, 13-14=-976/2035, 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 Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14fl; 2=521t; L=34fh Cat. , ,`,`\PSIIIA. ,q II; • �e (3-second gust) eave=6fg Exp C; Encl., GCpl=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 `♦♦� �\v,.• G E N ♦ \ S •••.'9�l 3) All are MT20 unless otherwise Indicated. plates plates 4) This buss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3938 5) • This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wilt tit between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capaclic of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 816lb uplift at joint 2 and 816 lb uplift at •• ATE joint 10. 8)'Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this toss. ������'�(� R , QGp�. G�?♦♦♦ LOAD CASE(S) Standard ,,,,, ,, „��Id S�Q.n,� p4,,,1 .♦��♦p, January 29,2015 ® WARNING-Vadlydeal90 pafametera and READ NOTES ON THISAND INCLUDED MI]£K REFERANCEPAGEMB7473. , 02`162015 BEFORE USE. Design yald for use onlywlth Mnek connectors. lhls design Is based only upon p crnofers shown, and Is for an Individual bulltling component. Applkablilly of design parameters and proper Incolporallon of component Is resporulbllily of bullding designer - not has, designer. Bracing shown Is for lateral support of IndlvWual web members only. Adtlillonal fernMory bracing to Insure stabNty during construction Is the tespordbllllN of fine erector. Add lIonal permanent bracing of the overall structure Is the resporeblllly of the balding designer. For gereral guidance regarding M!Tek' fabrication quality, control, storage, delivery. election and barking. consult ANSI/TPI I Quality Crlferia, DSB-89 and SCSI Building Component Safety Infonnallon ayallcbie from Truss Rate Institute. 781 N. Lee Street. Suite 312. Alexandria. VA 22314. 6904 Parke East Blvd. Tampa, FL 33810 Job Truss Truss Type Cry Ply 62' Grand Caikon III weh porch T6]9]413 M11323 A6 SPECIAL 1 1 Job Reference a tional Chambers Truss Inc., Fan Pierce FI. 34982 8-11-1 61 6 2.00 12 4.00 FIT 6x8 i 4x5 - bb1 5x6 = 2x3 11 Scale = 1:63.3 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 CS] TC 0.99 BC 0.72 WB 0.77 (Matrix) DEFL in Verb LL) 0.65 Ven(fL) -1.28 Horz(TL) 0.40 (loc) I/dell Lid 14 >617 360 2-14 >313 240 9 n/a n/a PLATES GRIP MT20 244/190 MT18HS 2441190 Weight 1571b FT=O% LUMBER BRACING TOP CHORD 2x4 SP M 30 *Except* TOP CHORD Structural wood sheathing directly applied. 1-3: 2x4 SP M 31 BOT CHORD Rigidceiling directly applied or 4-6-14 oc bracing. BOT CHORD 2x4 SP M 30 *Except* MiTek recommends that Stabilizers and required cross bracing 2-14: 2x4 SP M 31 be Installed during truss erection, In accordance with Stabilizer WEBS 2x4 SP No.3 *Except* Installation guide. 5-14: 2x4 SP M 30 OTHERS 2x4 SP No.3 REACTIONS (Ib/size) 2=112510-8-0 (min.0-1-8), 9=1125/0-8-0 (min.0-1-9) Max Herz 2=-169(LC 6) Max Up11f12=-816(LC 8), 9=-816(LC 8) Max Grav2=1305(LC 2), 9=1305(LC 2) FORCES (Ib) - Max. Comp./Max Ten. - All forces 250 (Ile) or less except when shown. TOP CHORD 2-3=-5263/3001. 3-4=-5128/3006, 4-5=-4901/2767, 6-6=-2217/1393, 6-7= 2293/1373, 7-8=-2301/1352, 8-9=-3064/1741 BOT CHORD 2-14= 2754/4988, 13-14=-1082/2265, 12-13=-1021/2111, 11-12= 1536/2836, 9-11=-1536/2836 WEBS 4-14=-435/467, 5-14=-1543/2851, 5-13=-388/171, 6-13=-151/496, 8-12=-819/564, 111111111� 8-11=0/309 NOTES p E N .r \ , 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=126mph; TCDL=4.2psf; BCDL=3.Opsl; h=14ff B=528; L=34ft; eave=6ft; Cat. : IV 111 3931 Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grlp DOL=1.60 * ,• 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise Indicated. •• 5) This truss has been designed for a 10.0 pet bottom chord live load nonconcurrent with any other live loads. 6) " This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ­� , ATE fit between the bottom chord and any other members. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity i �00T • •;C(O R 11 f bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 816111 uplift at joint 2 and 816 lb uplift at p �4�h�NA i joint 9. 9) "Semi -fluid pitchbreaks including heels" Member end fixity model was used In the analysis and design of this truss. LOAD CASE(S) Standard 15 Q WARNING-Verly desrgn parameters and HEAD NOTES ON THIS AND INCLUDED MMEK REFERANCE PAGE MIf-Tln rev. icV162016 BEFORE USE. Design valld form onlywOh MBek connectors, ihlsdcagn 6 based only upon Wiamolemano en. and is for an pod Adual bWtling component. AppilcObllity of design parameters and proper lncoipofmfore of component is respensldllN of building designer -not truss designer. undoing shown Is for lateral suppod of IncMdual web members only. Addltlorrai temporary orders, to Insure stability tltnNn comhuctlon Is the neq onslblify of the MiTek' erector. Addlllonal permanent brackg of the overall simcture h the respomblity of the building designer. For general guidance regarding fabrication. quallty control, storage. delivery, mcclion and braclog, consult ANSI/RI Quality Criteria, DSS-69 and Best Building Component 6904 Perk, East Blvd. Safety Information avallobUd from truss Rate Institute, 781 N. Lee Sheet, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 c- Truss Truss Type Dty Ply 62' Grand Carton 111 with porch T6]9]414 M11323 AT SPECIAL 1 1 Job Reference (optional) Chambers Truss inc., Fort Pierce FI. 34982 Sx10 Ann r 2.00 12 5x6= 5x12 = 2012 MiTek Industries. Ins. Thu Jan 29 2x3 11 Scale = 1:62.2 LOADING(psf) SPACING 2-0-0 CSI DEFL in (too) Well Ud PLATES GRIP TOLL 20.0 Plates Increase 1.25 TO 1.00 Vert(LL) 0.63 11 >638 360 MT20 2441190 TOOL 7.0 Lumber Increase 1.25 BC 1.00 Vert(TL)-1.3510-11 >296 240 MT18HS 2441190 BCLL 0.0 ' Rep Stress Incr YES WB 0.97 Horz(TL) 0.41 7 n/a rya BCDL 10.0 Code FBC20101TPI2007 (Matrix) Weight: 147 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 BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing. BOT CHORD 2x4 SP M 30 MITek recommends that Stabllizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection, In accordance with Stabllizer 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 UpIIlt2=-81 G(LC 8), 7=-816(LC 8) Max Grav2=1305(LC 2), 7=1305(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (to) 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. 2) AE V1; 1. 03.OpsF, h=14f; B=52ft; L=34it; save=fill Cat. II; 1//Exp CEncGCpi0.18MWFRS(tlsectional)Lumber DOL1.60 plate gdp DOL=JS 3) Provide adequate drainage to prevent water ponding. �� Q`V, ••"�"' �j 4) All plates are MT20 plates unless otherwise indicated. ,,� .��G E N S •••,'910 5) This truss has been designed for a 10.0 pef bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 3938 fit between the bottom chord and any other members. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verity capacitL of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 816 lb uplift at joint 2 and 816 lb uplift at joint 7. . - ATE 9) "Semi -rigid pitchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. �� A, O LOAD CASE(S) Standard ,�i�s�0 N AL E?�%% 29,2015 ® WARNING-Verilydesf0n Parameters and READ NOTES ON THIS AND INCLUDED M]TEK REFERANCEPAGEMIP7473 rev. 02/1S,2015 BEFORE USE. Design valid for use only with Mifek connectors. IDls design is based only upon parameters shown, and Is for an Indlvldual buliching component. Apolcabtty, of design parameters and proper lncorlxorallon of component is resporlstolllN of building designr e- not truss designer. Bracing shown ®� a�� B for lateral stppod oflndMdual web members arty. Additional temporary bracng to Insum stabllity during construction is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responslWWnty of the Whiling designer. For general guidance regarding MiTek' fabrlcaliom quality control, storage, delivery, erection art bracing, consult ANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component Safety Information avalloble from Truss Plate Institute, 781 N. Lee Street, Sufle 312, Alexandria, VA 22314. 6904 Parke East Bind. Tampa, FL 33610 Job Truss Taus Type Oty Ply 62'Geend Canton 111 Mh porch T6]9]415 M11323 AB SPECIAL 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce Fl. M982 7.350 s Sep 272012 MiTek Industries,Inc. Thu Jan 2914:43:59 Sol 5 Paget _ ID:WSJgpGwalPpeur6hk8UjG5yuFUL-AngAmJootMZZY5_m3SWaw CYAW 1YOz?HutPwzgUO_ 1-0- 8-8'4 12-0-0 15-8-0 20-48 22-0-0 24-6-12 34-0-0 5.0 -0-0 e-e-4 3-3-12 3-0-1 be-4 1-7-8 2.8-12 934 1-0-0 Scale=1:62.2 5x6 = 3x4 2x3 II Sx10 C = 4.00 12 4 74 5 6 15 ] 2.00 12 5x12 = 3x4 = Plate Offsets (xY): 12:0-4-2,Edge617:0-5-0,0-2-01, f9:0-3-14,0-1-81 LOADING(psf) SPACING 2-0-0 CSI DEFL In (lot) Idefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.88 Ven(LL) 0.61 13 >656 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 1.00 Ven(fL) -1.3112-13 >306 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress [net YES W B 0.67 Horz(TL) 0.39 9 n/a n/a BCDL 10.0 Code FBC2010/'P12007 (Matrix) Weight: 154111 FT=O% LUMBER TOP CHORD 2x4 SP M 30 `Except' 1-4: 2x4 SP M 31 BOT CHORD 2x4 SP M 30 `Except' 9-12: 2x4 SP M 31 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid telling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS (III/size) 2=1125/0-8-0 (min. 0-1-8), 9=1125/0-8-0 (min. 0-1-8) Max Herz 2=-130(LC 6) Max Upl1ft2=-816(LC 8), 9=-816(LC 8) Max Grav2=1305(LC 2), 9=1305(LC 2) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-5279/2992, 3-4=-4928/2744, 4-14=-3740/2134, 5-14=-3740/2134, 5-6=-2467/1511, 6-15=-2476/1519, 7-15= 2476/1519,7-8-2545/1492, 8-9=-2889/1683 BOT CHORD 2-13=-2744/5007, 12-13=-1673/3161, 11-12=-1152/2370, 9-11=-1467/2678 WEBS 3-13=-362/404, 4-13=-910/1686, 5-13=-255/754, 5-12=-868/517, 6-12=-260/228, 7-12= 294/365, 7-11-289/642, 8-11=-480/467 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VUII=165mph (3-second gust) Vasd=128mph; TCDL-4.2psC BCDL=3.Opsf; h=14ft1 B=521t1 L=341t; eave=614 Cal. I Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 pet 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 fit between the bottom chord and any other members. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 816 Ib uplift at Joint 2 and 816 Ib u Joint 9. 9) "Semi -rigid pilchbreaks including heels" Member end fixity model was used In the analysis and design of this truss. LOAD CASE(S) Standard % 0111111111111111 11'11 E N,9 C * 393 8 ®WARNING - Vent, designpaaarrdra ad READ NOTES ONTHIS AND INCLUOEDMREKREFERANCEPAGE MIP7473rev.021162016BEFORE USE. '1�' ■■ Design void for use only w11h M8ek connectors. This deign is,00sd only upon parameters Mown, and is for an Individual Wilding component. L>y1ppL7 Appldab0lty, of design parameters and propar lncaporafion of component is responddllly of bolding designer- not buss deslgnm. WwIW shown Is for lateral support ofira Mdual web members only. Additional lempormy bracing to Insure shadily duing construction is the responsllcuily oflhe Additional peananent bracing of the overall structure Is the respoodailily of the burning designer. Forgenesol guldonce regarding Mewerector. fabilcallon, quality control. storage, dellvery, emagon and bracing, consult ANSI/TPl1 Quality Criteria, DS11-69 and BCSI Budding Component 6904 Parke East BNd. Safety Information a ta0able from Tnas Rate Institute, 781 N. Lee Street, Suffe 312 Alexandra, VA 22314. Tampa, FL 33610 J00 Truss JrUSS Type any Ply 62' Grand Carron III with porch T6]B]416 M11323 A9 HIP 1 1 Job Reference optional) Chambers Truss inc., Fall Pierce F1. N982 7.350658p272012Miloklndustrles,ine. InUJ0nZV14:44:UUZUI5 Pagel ID:_etClcxC3ixVV?huls4yp,JyuFUK.e_OY7GKOZAUOAigAKmzr/7W W 6Zz9HO0BW YdyOMzgU?z r o 6-7-15 l loco 15-2-14 203-0 240-0 I 2]-0-1 340-0 35-00 1-0-0 6-7-15 34-1 5-2-14 5-1-2 38-0 34-1 6-7-15 1-0-0 414 4.00 12 3x4 = 2x3 II Sx10 5 6 1] 7 Scale=1:60.1 3x4 = 14 IC 3x8 = 3x6 = 6xe = ass = 3x4 = LOADING(psf) SPACING 2-0-0 CSI DEFL In (too) Well Ud PLATES GRIP TOLL 20.0 Plates Increase 1.25 TO 0.25 Ven(LL) -0.21 9-11 >749 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.56 VedCTL) -0.55 9-11 >292 240 BCLL 0.0 ' Rep Stress ]nor YES WB 0.87 Horz(TL) 0.02 13 n/a n/a BCDL 10.0 Code FBC2010/rP12007 (Matrix) Weight: 156 lb FT=O% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purllns. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be Installed during muss erection, in accordance with Stabilizer Installation guide. REACTIONS (Itsalze) 2=573/0-8-0 (min. 0-1-8), 9=297/0-8-0 (min. 0-1-8), 13=1381/0-8-0 (min. 0-1-14) Max Harz2=109(LC 7) Max Uplilt2=-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 (lb) - 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=-24Y290, 12-13=-254/277, 11-12=-254/277, 9-11= 148/252 WEBS 3-15=-371/357, 5-15=-258/648, 5-13=1196/756, 6-13= 263/230, 7-11 =-I 58/384, 8-11= 419/384. 7-13=-825/447 NOTES 1) Unbalanced roof live loads have been considered for this design. ���,`�P•S' �•' rQ����I� 2) Wind: ASIDE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL-3.Opst; h=1411; B=52ft; L=34ft; eave=61b Cat. II; % ,%,.••r• E N • • B �i� Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 �` ••'�� S� 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed fora 10.0 par bottom chord live load nonconcurrent with any other live loads. 3938 5) • This truss has been designed for a live load of 20.Op51 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 450 lb uplift at joint 2, 26B lb uplift at Joint and 913 lb uplift at joint 13. f� 7) "Semi -rigid pltchbreaks Including heels" Member end fixity model was used In the analysis and design of this truss. •�.• ATE .•��/„ LOAD CASE(S) Standard a�0RIV.`*�% S'ONA` 0��` A WARNING - Verilydesign parannetara and READ NOTES ONTHISAND INCLUDEDMITEKREFERANCEPAGEMII.74M rev. 0Wfio016 BEFORE USE. ■■■ Design valid for use orrywlih Ni connectors. Ms design is based only upon porametemshown. and is for an NtlMdual WImrlg component. of and designer.ss cor -not Ne w b meembbeers onlAdditional temporaryation brracing to Inolesabrlof ty duMdesigner of IndNaualeas Is f�orllateralssuppon tsponslarlityo MiTek' erector. AddlronalPermanentbrocingoftheoverallstructureIstheresponstAlltyoflinebuSWngdesigner.ForgeneralgWtlarlceregarding fabdcoon, qually control. storage, delivery, erection and!bracing. consult ANSUIPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parka Em Blvd. Safety Information available from Truss Plate Iralflul 781 N. Lee Street. Suite 312. Alexandria, VA Mid. Tanana, FL SM 0 Jo russ Truss Typo Oty Ply 62' Grand Canton 111 wish porch T6]9)41] 1,111323 A COMMON 9 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. U982 ].350 s Bep 272D12 MRak IndusUies, Inc. Thu Jaa 2914A3:55 2015 Page 1 ID:a3B4PavKnn2weXvJckSFBWuFUN-H0bf3YGHIes74xnDXDNa04oegYF5cE4PMGvBmBzgUO2 r q 6-7-13 I 12-0-13 I 17-0-0 21-73 2_7 34-0-0 35-0-0 1-0-0 8-7-13 5-9-0 4-7-3 4-7-3 Se-0 67-13 Scale = L'59.2 4.00 F12 44 = 3x6 i 17 '" 15 -- 14 _ lL 3x6 Zz 2x3 11 4x6 3x8 = 3x8 = 4x8 2x3 11 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 FBC201OTFP12007 CS' TC 0.36 BC 0.55 W B 0.53 (Matrix) DEFL In (too) Well Ud Vert(LL) 0.30 14-15 >999 360 Vert(FL)-0.7314-15 >547 240 Horz(TL) 0.15 10 n/a n1a PLATES GRIP MT20 2441190 Weight: 163 lb FT=O% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-8-2 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-8-15 or. bracing. WEBS 2x4 SP No.3 MiTek recommends that Stablllzers and required cross bracing be Installed during truss erection. In accordance with Stabilizer Installation oulde. REACTIONS (Ib/size) 2=1210/0-8-0 (min. 0-1-10), 10=1210/0-8-0 (min. 0-1-10) Max Horz 2=-166(LC 6) Max UpIif12=-844(LC 8), 10-844(LC 8) Max Grav2=1355(LC 2), 10=1355(LC 2) FORCES (Ib) - Max. CompJMax Ten. - All forces 250 (Ib) 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, TES 3-15= 599/407 1) Unbalanced roof live loads have been considered for this design. %��,Q`; rS• A ACe,��i 2) Wind: ASIDE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opst; h=1411; B=52ft; L=34f1; eave=bit; Cat. II; �� .r .• G E N S ••.•q 10 Exp C; Encl., GCpl=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3938 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 844111 uplift at joint 2 and 8441b uplift at joint 10. •• 6) "Semi-dgld pitchbreaks 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) 501b down and 291b up at 15-0-0, 000T •• ,C P, ��, and 501b down and 29 Ito up at 19-0-0 on top chord. The desigrUselection of such connection device($) is the responsibility of others. �� • • ( 0 R , 'D \ ,� 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 'i� ss •• • •���% LOAD CASE(S) Standard 11 Regular. Lumber Increase=l.25, Plate Increase--1.25 Uniform Loads (plf) Vert: 1-6=-44, 6-11=-44, 2-20=-20, 20-21=-50, 10-21=-20 '4q,!O N A1- -t% % 29,2015 AWARNING -Vedlydnslgnsutametorsand READ NOTES ONTHIS AND INCLUDED MITEKREFERANCEPAGEMIP7473ca. OWMOISBEFORE USE. ■ Design yard for use only with Mffek connectors. Iris desgn is basetl only upon i,orameters shown, and is for an Individual buVOing component. Applicability of design parameters and proper Incorporolion of component k responsUfty, of bulking designer - not huss designer. Bracing shown Isn Is the gandInlg of the rrel rsp�orWbIIIN o oparnanen� MiTek• A icifloonnald bracing of the overall sllaiucllure Is Bar of the Imildrgbideagnt For general guidance r fatxicaton, gua111y control, storage, delivery, erection and bracing, career ANSI/TPI I Quality offers. DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avallabte from Truss Plate InsuMe, 781 N. Lee Street, Strife 311- Alexancirla. VA 22314. Tampa, FL 3WI0 Ob Truss Truss Type Dry Ply 62' Grand Carton 111 with parch T6]9T41] M11323 A COMMON 9 1 Job Reference o tional Chambers Truss I., Fod Pierce FI. N982 LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 18=43(F) 19=-43(F) 7.350 c S, 27 2012 M7e1, Inductries, Inc. Thu Jan 2914A3:55 2015 Page 2 ID:a3B4PavKnnZweXyJckSFBgyuFUN-HObf3YGHles74xnDXDNaG4oegYF5cE4PMGvBm8zgUO2 t T•F a (.� t�l ® WARNING - Vedfyd.sfgn parameters and READ NOTES ON ]N/SAND INCLUDED MITEK REFERANCEPAGEMIF74n.y. ON16 ISBEFORE USE. Design vaikl for use only with Mgek connectors. ihh design is based only upon parameters shown, and is for an ladyclud building component. �� Applk:ab011y of design parameters and proper Incorporation of component Is responsolllly of b llci g designer - not Inns design(. Bracing shown Is far lateral support oflndMduat web members only. Additional temporary bracing to Insure stabBlly during construction is the responsibility of the MiTek' erector. Addlllonal permanent bracing of fine overall structure is the responWlllty offhe buRaIng designer. For general guidance regarding faWlcalfon, qupilty conhol, sbrage, delivery, erecton and txadnq, corw4l ANSI/TPI I Quality Criteria, DSB-99 and BCSI Building Component 6904 Paft East BMd. Safety Information avoUaMe from inas Rate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tarry., FL 33510 oh Truss TrussType Oty Ply 62' Grand Carton 111 with porch T6]B]418 M11323 GRA HIP 1 1 Job Reference (optional) Chsmbers Truss too., Fan Pierre R. M982 r.uw s sap zr earz m , es maumnes, mc. mu aan zs w:ea:m zma rage s ID:_etClcxC3eNV4huts?ypJyuFUK.6AyxKbK2KUcHosFMuUU_gL2W tzBooralkCMWzozgU7y 1 a-0-0 11-0-1 17-0-0 18-0-0 22.2-2 2G0-0 34-0 -1-1 5-1045 ti-0 3-8-2 3-944 8-0O (a) Top chord must be braced by end jacks, roof diaphragm, or properly connected 4x4 purlins as shown. = 14 3x6 11 3x6 = 6x8 = 3x6 = am = 6x8 = 8-0-0 11-1-i la-6-0 26-0-0 24-0-0 Scale=1:62.2 8-0-0 3-1-1 7.4-15 17ti-0 Plate Offsets (XY)' 13.,03-8 Edgel 121.0-3-8 Edgel r22'OJ-10 Edgel r24:03-8 0-Ml 1270-3-8 0-3-01 LOADING(psf) SPACING 2-0-0 CS1 DEFL In Doc) Udell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.95 Ven(LL) 0.13 22-24 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.99 Ven(TL) -0.33 2-29 >397 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.98 Horz(TL) 0.03 22 n/a Na BCDL 10.0 Code FBC20l0rFP12007 (MatAx) Weight: 194111 FT=O% LUMBER BRACING TOP CHORD 2x4 SP M 30 *Except' TOP CHORD 3.11,11-21: 2x4 SP No,3 BOT CHORD 2x4 SP M 30'Except' BOT CHORD 2-28: 2x4 SP No.3 JOINTS WEBS 2x4 SP No.3 REACTIONS All bearings 0-8-0. (Ib)- Max Horz2=166(LC 7) Max Uplift All uplift 100 Ph or less at joint(s) except 2=-357(LC 8), 27=-1183(LC 8). 26=-1480(LO 8), 22= 643(LC 8) Max Grav All reactions 250lb or less at joint(s) except 2=470(LC 19), 27=2282(LC 13), 26=2899(LC 14), 22=947(LC 14) FORCES (Ib) - Max. Comp./Max. Ten. -AII forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-514/295, 3-5= 371/987, 5-7=-636/1292, 7-8= 63611292, 8-10=-636/1292, 10-12=-636/1292,12-13=-636/1292,13-15— 636/1292,15-16=-636/1292, 16-18— 636/1292,18-20=-2128/1209,20-21=-2128/1209, 21-22=-2206/1190, 6-9= 152/308,9-11=-140/372,11-14= 216/415,14-17= 135/278 BOT CHORD 2-29= 178/558, 28-29= 127/427, 27-28=-127/427, 26-27= 865/511, 25-26-355/593, 24-25=-355/593,22-24=-1015/2040 WEBS 3-29= 450/1137, 3-27= 1783/896. 5-27=-768/625, 5-26=513/328, 13-26=-925/614, 18-26=-2406/1458, 18-24=-832/1770, 21-24=34/362, 4-5= 571/485, 19-20=-343/310, 14-15_ 519/392 Structural wood sheathing directly applied or 4-0-2 oc puffins. Except 1 Row at midpt a-21 Rigid celling directly applied or 6-0-0 Do bracing. 1 Brace at Jt(s): 7, 8, 19, 17, 14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuit=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=141t; B=52ft; L=3411; eave=61l; Oat. Il Exp C; Encl., GCpl=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x3 MT20 unless otherwise Indicated. 5) This truss has been designed for a 10.0 list bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 357lb uplift at joint 2,1183lb uplift at JOIN 27, 1480111 uplift at joint 26 and 643 lb uplift at joint 22. jl 8)'Semi-rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this buss. 9) Graphical puffin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. Q WARNING -Verily design parameters and BEAD NOTES ON THISAND INCLUDED MI]EKREFERANCE PAGEMM17473me 02/1N015BEFORE USE. Design valid for use onlywlth Mnek connectors. This design is based only upon parameters Mom, and Is (or an lndlvldual buitllrg component. ApplCoUityof design paametersand proper Incorporc ion of component Is ree onsolllly of bullc Ing dedoner -not Ines desgner. Bracing shown Is for lateral wppod of lrxllvldual web members ohiy, Mcfillonol temporary bracing to Insure stability during consiructlon is the responsotilN of the MiTek' erector. Adrilloml permanent bracing of the overall structure Is the responsibility of inns bullring designer. For general guldarice re0ording fabdcallom quality Control. storage. tlellveW. erection and bracing, consult ANSVIT'l I Quality Criteria, DSB.89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Rafe Inullute. 781 N. Lee Street. Sulte 312, Alexandrlu. VA 22314. Tampa, FL 33610 0, Truss Truss ype Oty Ply 62' Grand Carlton III with porch T6]9]41a M11323 GRA HIP 1 1 Job Reference (optional) Chambers Truss Ina., Fort Pierce R. 34962 7.350 a Sep 27 21312 MRek Industries, Inc. Thu Jan 2914.44:02 2015 Page 2 ID:etClcxC3mVV?huls7ypJyuFUK-aMW IXxLg5n16COgZSBODCVbadNXtllgRzs63VEzqU7x NOTES 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 96711d down and 461 Ib up at 26-0-0, and 967lb down and 461 lb up at 8-0-0 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 =-1 03(F=-59) Concentrated Loads (Ib) Vert: 29— 555(F) 24=-555(F) WARNING -Verify design parameters, and READ NOTES ON THIS AND INCLUDED MREK REFERANCEPAGE Mll-74TJ rev. OVISA0I5 BEFORE USE. San valid for trse only with Mgek connectors. this deign Is based only upon parameters shown, and is for an individual bu0dlrxl componer structure 4 the respon50.Nllly of lM buiWlg designer. Ior general Guidance regaraing IYLIIGp and bracing, consul) ANSI/]PII Quality Criteria, Dsa-69 and BCSI Building Component 6904 Parke East Bind. 781 N. Lee Street, Sulte 312, Alexandria. VA 22314. Tampa. FL 33610 Jo, Truss Truss Type Oty Ply 62' Grand Carbon 111 with porch T6]W41H M11323 GRB HIP 1 1 Job Reference o tional Challbara TUlaa I... Fart Pierce Ff. 34982 7.350B5ap272012MnoK,hduvInos, Inc. IaUJan2914A4:02ZU10 Yage1 ID:SrRaEyyrgO4M78G4raWBLWyuFUJ-aMWlxxlg5N800gZSBODCYbh Ndb114Rzs63VEzgU7x 1-0-0 e-0-0 14-26 204-0 2611 34-0-0 35_0 �1-0O (40-0 6-21 ~ 6.1-16 Se-0 1 8-0-0 1-0-0 b Iq 6x10 G 4.00 12 3tce = Ass = 6x6 = 5x6 = Scale-1:60.1 SxFI = IV �i enr — 5x6 WB= 3x4= 6x8 = 3x6 = 6x8 = B-0-0 14-2.6 i 204-0 2641-0 F 34-0-0 8-0-0 S. 67-10 SE-0_ a-0-0 Plate Offsets(XY)' 12'0-4-OEdgel f3:0.5-00.2.01 f4:03-80-1-81 f5:0-3-OEdael f8:0-2-OEdgel 110:0-3-80.3-01 LOADING(psf) SPACING 2-" CS] DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.93 Vert(LL) 0.20 15 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.62 Vert(TL) -0.35 13-15 >685 240 BCLL 0.0 Rep Stress Incr NO WB 0.97 Horz(TL) 0.08 12 n/a We. BCDL 10.0 Code FBC2010frP12007 (Matrix) Weight: 150 lb FT=0 LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-8-9 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 3-13 6-12: 2x6 SP No.2, 6-10: 2x4 SP M 30 2 Rows at 1/3 pis 4-12 OTHERS 20 SP No.3 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib/slze) 2=113010-8-0 (min. 0-1-12), 12=3419/0-8.0 (min. 0-5-7), 8=446/0-8-0 (min. 0-1-8) Max Horz2=-77(LC 6) Max Uplift2=-898(LC 8), 12=2520(LC 8), 8=-394(LC 8) Max Grav2=1458(1-0 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=-1121/2302, 6-17— 778/440, 7-17=-779/440, 7-8=-882/416 BOT CHORD 2-15=-1715/3467, 14-15=-1737/3533, 13-14— 1737/3533, 12-13=-1022/2028, 11-12= 2284/1302, 10-11=-2284/1302,8-10= 293/781 WEBS 3-15_ 40811222, 3-13= 1642/779, 4-13=-203/929, 4-12=-4684/2540, 6-12=-2440/1562, I i III (II11 6-10= 1739/3381, 7-10=-3391365 - A,,I A. P•(•J NOTES ♦♦♦♦,p. E N c 1) Unbalanced root live loads have been Considered for this design. ♦ �` •' 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2ps1; BCDL=3.Opst; h=14ft; 13=52f; L=348; eave=61t; Cat. II;�♦ Exp C; Encl.. GCpl-0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3931 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide wll!: :Cry- tit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 898lb uplift at joint 2,25201b uplift at joint 12 and 394 lb uplift at joint 8. ,O 7) "Semi -rigid pltchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. �jT�' , < p R O Q'' ���♦ 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 967 lb down and 461 Ib up at 4i ss •..... • ��",♦ 2-0-0,and 967 lb down and 461 lb up at 6-0-0 on bottom chord. The designtselection of such connection device(s) is the responsibility �i��,�0 N A; � ���♦ 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). WIM LOAD CASE(S) Standard ® WARNING -Verftydaslgn parameton; and READ NOTES ON ]HIS AND INCLUDEDMREKREFERANCEPAGEMIF7E79 rev-O"W01S BEFOREUSE Design vall l for use only With Mnek connectors. TNs design Is based only upon parameters shown, and Is form IndMdual bWtling component. �I Applicability of design parameters and proper lncomorallon of component is responsibility of bulldloo designer- not fruss designer, Bracing shown Is for lateral support of IMIvltlual Web members only. Addifional temporary bracing to Insure sfabUlty, during construction Is the responsib9llty of the MiTek' erects. Addttond permanent txacir of the overdl structureIs flee rosporuibllltyof the Wlldhg destgnar. Forgeneral gLAd a regdding fabdcatton qualityconhd. storage, deltvery, erec8on antl brachlg, consul) ANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Pedce East BNd. Safety Information avobdNe from TI1ra Rate Institute: 781 N. Lee Street. Suite 312 Nexmltlrla, VA m14. Tampa, FL 33610 Joh Truss mss Type ply Ply 62' Grand Carton 111 with porch T6]97419 M11323 GRB HIP 1 1 Job Reference o tional no.. i i..' Pon mane Pi.:ws iz LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3= 44, 3-7=-107(F=-63), 7-9-44, 2-15= 20, 10-15=-49(F=-29), 8-10— 20 Concentrated Loads (Ib) Vert: 15=-555(F) 10= 555(F) 7.350 s Sep 27 2012 Miiek Indii.10 , Inc. Thu Jan 2014:44:02 2015 Peg. 2 ID:SrRaEyyrg04M78G4raWBLWyuFUJ.aMWI%xLg5nl8QOgZSBODCYbh_Ndbll4Rzs63VEzgU?x V WARNING-Verllydesign pammelers and READ NOTES ON THIS AND INCLUDED MITEKREFERANCEPAGEMII-7473 rev. DP/1MISSEFORE USE. Design valid for use only with Musk connectors. this design is based only upon paametelsshown. and is for an Individual bulding component. �� Applicability ofdesign parameters and proper Incomcrallon of component is responsibility of building designer - not Inds, designer. Bracing shown Is for lateral supped ofindividual web membersonly. Addlllond temporary bracng to insure stob0lty during construction Is the responsibility of the erector. Addltlorwl permanent bradrm of the overall structure Is Ile b respOnddllly of the bulking designer. designer. For general guidance regarding Miiek' fobdcallon, quality control, storage, delivery, erection and bracing, consult ANSUIPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East BNd. Safety Information available from Truss Rafe Institute. 781 N. Lee Street. Suite 312.Alexancrla. VA 22314. Tampa, FL 33610 JoTruss ruse Type Oty Ply 62' Grand Carron 111 with porch - T6]97420 M11323 J2 MONO TRUSS 8 1 Job Reference(optional) Chambers Truss Inc., Fort Pierce H. 348e2 7.350 a seP272012 Meek Industries, Inc. Inudan2U14A4:uJzu1b Faeel ID:k1?zSlzTbJCDIIrGPHIOukyuFUI-2Z4glHMIs51729017vXSlm83Kn5WU_PbCWm1 hzgU7w • -1-0-0 24W I 1-0-0 I 24)-0 Refer to MiTek "TOE -NAIL" Detail for connection to supporting carrier truss (typ all applicable jacks on this job) 3x4 = LOADING(psf) SPACING 2-0-0 CS] DEFL in (loc) Well L/d TCLL 20.0 Plates Increase 1.25 TC 0.12 Vert(LL) -0.00 2 >999 360 TCDL 7.0 Lumber Increase 1.25 BC 0.07 Ved(TL) -0.00 2-4 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (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/Mechanical, 3=29/Mechanical Max Horz2=66(LC 8) Max Uplifl2=-143(LC 8), 3= 29(LC 5) Max Grav2=145(1_13 2), 4=38(LC 3), 3=39(LC 13) FORCES (Ib) - Max. Comp./Max Ten. - All forces 250 (ib) or less except when shown. Scale = 1.7.9 PLATES GRIP MT20 2441190 Weight: 8lb FT=O% BRACING TOP CHORD Structural wood sheathing directly applied or 2-0-0 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 aulde. NOTES 1) Wind; ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psh BCDL=3.OpsF h=14ft; B=5211; L=34ft; eave=6ft; Cat. 11; Exp C; Encl., GCpl=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord jive load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. �� 5) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 143 to uplift at joint 2 and 29 lb uplift at joint ,`�\GIPS A, 3. 6) "Semi -rigid pitchbreaks including heels• Member end fixity model was used in the analysis and design of this truss. ���, 0...• C E N LOAD CASE(S) Standard * : 39: °(ORX ��% S16NAL ..%%%% A WARNING -Vadlydea/gn parcedt..aM READ NOTES ON THISAND INCLUDED MITEKREFEFANCEPAGEMJh7473 mi, 02/1s20166EFOFEUSE. ■ Design vard for use onywlth Mnek connectors. lnls design Is based only upon ndremetersshowrt and is for an hltlMtlual bWltling component. Applbab011y, of design parometersand proper Ncomorallon of component Is responUbilliy of bullOhg designer -not buss designer. Bracing shown to ingdesienergconstnuclion Is the of the sufrort unatbracingl web oftheroveranMtlNreisnal lMrresponsIthilltymperary ofth (erector. MiTek' Mortlarredpermarleteral burdFor generalGuidance regarding foledcatlon, quality control.storage. tlelNery, erection and bracing, consult ANSNTPI 1 Quality Criteria, DS9.89 and BCSl Building Component 6904 Parke East BNd, Safety Information available from Tnrss Rate Institute. 781 N. Lee Street, Suite 312, Mexcrdrla, VA 22314. Tampa, FL 33610 Jab Truss Truss Type Oty Ply es' Grand career 111 wkh porch T6]9]421 M11323 J4 MONOTRUSS 6 I 1 I Job Reference (optional) Chambers Truss Inc., FM Please FI. 34982 7.350 s Sep 272012 M7ek lndustriee, Inc. Thu Jan 2914.44:032015 Pagel ID:PDYLId_5MdK4MSGTz7Z(RyuFU H-2Z4gIHMls5t?29014vxSImBOFn2SU PbCWrci h2gU7w 1-0-0 4-0-0 00 4-0-0 3x4 = LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell L/d TCLL 20.0 Plates Increase 1.25 TO 0.26 Vert(LL) -0.01 2-4 >999 360 TCDL 7.0 Lumber Increase 1.25 BC 0.26 Ven(TL) -0.03 2-4 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a rUa BCDL 10.0 Code FBC2010/TPI2007 (Matrix) LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS (lb(size) 3=69/Mechanical, 2=185/0-8-0 (min. 0-1-8), 4=36/Mechanical Max Horz2=103(LC 8) Max Uplift3=-82(LC 8), 2=-188(LC 6) Max Grav3=87(LC 13), 2=219(LC 2). 4=73(LC 3) FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. Style =1:11.2 PLATES GRIP MT20 244/190 Weight: 14111 FT=O% BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purling. 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=14ft; B=52ft; L=34ft; eave=Gftl Cat. II; Exp C; Encl.. GCpl=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' This Imes has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for lmss to truss connections. �� ^ 0 �S , A„f' 5) Provide mechanical connection (by others) of Imss to bearing plate capable of withstanding 82 lb uplift at Joint 3 and 188lb uplift at Joint �__.,Ijr 2. 6) Semi -rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. ��`,0\V`PG E N . LOAD CASE(S) Standard WARNING -Verity design parnmerers and READ NOTES ON MIS AND INCLUDED MITEK REFERANCEFAOE Mll-74M rev. M642015 BEFORE USE. 3938 .. R ID 6904 Pork. East Blvd. T.W., FL 33610 op lass Truss Type Cry P 62' Grand Carlton III mh porch T6J9]422 M!1323 J6 MONO TRUSS e 1 Job Reference a liana Chambers Truss Inc., Fort Pierce Fl. 34982 3x4 = 7.350 s Sep 27 2012 MTek Industnec, Inc. Thu Jan 2914A4:04 2015 Page 1 ID:tP6itz-pxSx_c_fxi4uzgyuFUG-W Ie3ydNwdP7sfJzxZc2hHzg3fB19 DRfkOAbAZ7zgU4v 6-0 6-0 LOADING (psi) SPACING 2-M CSI DEFL in (loc) Vdefl Ud TOLL 20.0 Plates Increase 125 TC 0.79 Ven(LL) -0.06 2-4 >999 360 TCDL 7.0 Lumber Increase 1.25 BC 0.68 Ven(TL) -0.16 2-4 >418 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(f-L) -0.00 3 n1a Na BCDL 10.0 Code FBC2010/TPI2007 (Matrix) LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS (Ib/size) 3=117/Mechari cal, 2=246/0-M (min. 0-1-8), 4=56/Mechanical Max Horz2=141(LC 8) Max Uplift3=-144(LC 8), 2=218(LC 8) Max Grav3=144(1-0 13), 2=289(LC 2), 4=113(LC 3) FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. Scale=1:14.5 PLATES GRIP MT20 244/190 Weight: 201b FT=O% BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purilns. 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.Opsh h=14ft; B=52ft; L=341t; eave=6ft; Cat. 11; Exp C; Encl., GCpl=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss Connections. ` � „S II ", 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1441b ` A. uplift at Joint 3 and 218111 uplift at �ppT16, joint 2. 6) 'Semi -rigid pitchbreaks including heals' Member end fixity model was used in the analysis and design of this truss. ,,�\V`PG E N 3938 :O ATE IO N A, LOAD CASE(S) Standard 29,2015 WARN/NO- NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. OVf 6l2015 BEFORE USE. fOMlcaf on. quality ,onfol, storane, 0elNery, ereClan a1M IXOCN9. COWUT ANSI IP1I 9UOthy Criteria, ubs-ov one eclat outtaina r-omponenr 6914 Parke East Blvd. Safely Information avalloole from Trust Rate Institute, 781 N. We Sheet, Sulte 312. Alexondra, VA 22314, Tamp., FL 33610 Q- Truss Truss type Cry Ply 62'Gland Canton 111 whh porch T6]8]423 M11323 JS MONO TRUSS 20 i Job Reference (optional) Chambers Truss Inc.. FM Pierce FI. 34982 3x4 = 7.350 s Sap 27 2012 MBek Indusines, Inc. Thu Jan 2914-.":04 2015 Papa i ID:tP6jtz—j7xSx_c_fXi4uz9yuFUG-W Ie3ydNwdP4sfJzxZc2hHzg81 B06DRtkOAbAZ7zgU7v Scale = 1:17.7 8-0-0 LOADING(pst) SPACING 2-0-0 CSI DEFL in (too) I/defl Ud PLATES GRIP TOLL 20.0 Plates Increase 1.25 TC 0.51 Vern-L) -0.15 2-4 >613 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.30 Vert(TL) -0.37 2-4 >245 240 BOLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight: 26IS FT=O% LUMBER BRACING TOP CHORD 2X4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=163/Mechanical, 2=308/0-8-0 (min. 0-1-8), 4=76/Mecharrlcal Max Horz2=179(LC 8) Max Upllft3=-203(LC 8). 2= 250(LO 8) Max Grav3=200(LC 2), 2=360(LC 2). 4=153(LC 3) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vul1=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl.,GCpl=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss Connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 203111 uplift at joint 3 and 2501b uplift at `\\\ joint 2. `N -n p s A. 6) 'Semi -rigid pitchbreaks including heels" Member end fixity model was used In the analysis and design of this truss. ,1` E N Ar- 39; ATE ' S�ONA\.E�\�`• I4n11 f n\\\\\ LOAD CASE(S) Standard v desl9O Paramerern and REA O NOTES ON THIS AND INCLUDED WEK REFERA NCE PAGE Ull-7473 rev. OVI62018 BEFORE USE I FL Cert. 6634 1 6904 Parke Easl BNd. Tarry., FL 3UIO Jolp Truss Truss type Oty Ply 62- Greed Carlton 111 wlh porch T6]9]424 M11323 KJB MONO TRUSS 4 1 Job Reference (optional) Chambers Truss lae., FM Islas. R. 34982 7.350 s Sep 27 2012 Nffiek Industries, Inc. Thu Jim 2914:44:05 2015 Page 1 ID:Lcg54J7LuEancmZr40b7W MyuFUF-xBRAzOZOi7jHTY87JZwgBDMBak8yo7ufgKj6ZzgU7u 7-" Scale = 1:20.8 3x4 = �•,. 5 30 = 73 3.11-12 LOADING(psf) SPACING 2-0-0 CS] DEFL in (too) Wall Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.29 Vert(LL) -0.06 2-7 >999 360 MT20 244/190 TCDL 7.0 Lumber increase 1.25 BC 0.31 Vert(TL) -0.15 2-7 >850 240 BCLL 0.0 ' Rep Stress Incr NO WE 0.44 Horz(TL) 0.02 6 n/a Na BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight: 441to FT=O% LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS (Ito/size) 4=164/Mechanical, 21111/0-11-5 (min. 0-1-8), 6--199/Mechanical Max Horz 2=244(LC 8) Max Uplif14= 204(LC 8), 2=-325(LC 8), 6=-278(LC 8) Max Grav4=243(LC 13), 2=480(LC 2), 6=587(LC 13) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3= 1117/488 BOT CHORD 2-7=-656/1112, 6-7— 656/1112 WEBS 3-7=0/336,3-6=-1221/721 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudlns. BOT CHORD Rigid ceiling directly applied or 9-0-11 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=1411; 8=52ft; L=34ft; eave=6f; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss is not designed to support a ceiling and Is not Intended for use where aesthetics are a consideration. 1111I I II II 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. ` �� 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will `%% --pp p,,S I fit between the bottom chord and any other members. ��� O\V.•' G E N 5) Refer to girder(s) for truss to truss connections. �� �`; • V% 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 204 lb uplift at joint 4, 3251b uplift at joint 2� and 278lb uplift at joint 6. 39� 7) °Semi -rigid pitchbreaks Including heels' Member end fixity model was used In the analysis and design of this Russ. 8) In the LOAD CASES) section, loatls applied to the face 0f the Truss are noted as front (F) or back'-' ATE �OR��p /0NA1-E %%% //11111110 LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-8=-44 Trapezoidal Loads (pit) Vert: 8=0(F=22, B=22)-to-4=-124(F=-40, 13=40), 2=-2(F=9, B=9)-10-5=-56(F= 18, B_ 18) WARNING - and READ NOTES ON TN/SAND INCLUDED BEFOREUSE erector. Accrond permcment bmcVgJ of the OvenHl struclum u me resporGlanry or IM mimmg designer. nor general gwaonco ragarang I ...r w.. Fabrication. quality conhol, storage, delivery, erection and bracing, consult AN51/TPI1 Quality Criteria, DSB-89 and BC51 Building Component 6904 Parke East BNd. Safety Information avallaWe from Truss Rate Institute. 781 N. Lee Street. Suile 312, Alexandria, VA 22314. Tampa, FL 33610 Symbols PLATE LOCATION AND ORIENTATION 13 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. 1 r For 4 X 2 orientation, locate plates 0-'44' from outside Numbering System 6u4-8 dimensions shown in ft-in-sixteenths I I (Drawings not to scale) 1 2 3 TOP CHORDS m-2 c23 WEBS C� 4 IX k 0 U pp „ Oz 0- O o_ cae C6'r �8 ® General Safety Notes Failure to Follow Could Cause Pr _ Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. see BdS�,�' 2. Truss bracing must be designed by on engineer. F wide truss spacing, individual lateral braces them Iv may require bracing, or alternative Tor l bracing should be considered. 3. Never exceed the design loading shown and ne stack materials on Inadequately braced trusses. 4. Provide copies of this truss design to the bulldIng designer, erection supervisor, property Owner and all other interested parties. BOTTOM CHORDS edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE lointand embed fully. Knots and wane otlant required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from Plate On details available in MiTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. softwarree oor r upon request. NUMBERS/LETTERS. 8. Unless otherwise noted, moisture content of lumber shall not exceed 79%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9 Unless expressly otetl this designis not ICC-ES Reports: preservative treatedapplicable use fe reefolumber. The first dimension is the plate width measured perpendicular 4 x 4 ESR-1311, ESR-1352, ESR1988 10. Camber e a nonstructural consideration and B the responsibility of truss fabricator. General practice Is to to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR3282 camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions Indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size. and in all respects, equal to or better than that ^� -7 Indicated by symbol shown and/or specified. by text in the bracing section of the 13. Top chords must be streamed or purlins provided of Cry//l output. Use T or I bracing spacing Indicated on design. if indicated. 14. Bottom chords require lateral bracing at 10 ff. spacing. BEARING or less, If no ceiling Is installed, unless othemise noted. Indicates location where bearings (supports) occur. Icons vary but © 2012 MiTek® All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless indicated otherwise. Min size shown is for crushing only. 18. Use of green or heated lumber may pose unacceptable environmental health or performance risks. Consult with Industry Standards: W1 project engineer before use. ANSKP11 : National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction, and pictures) before use. Reviewing pictures alone Is not sufficient, DSB-89: Design Standard for Bracing. � BCSI: Building Component Safety Information, �'�/� 20. Design assumes manufacture In accordance with Guide to Good Practice for Handling, •��I ANSu1PI 1 Quality criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: Mll-7473 rev. 02/16/2015 JOSEPH E. SMITH, CLERK O. E CIRCUIT COURT — SAINT LUCIE COUNT FILE # 4084020 OR BOOK - PAGE 979, Recorded 06/23/2015 at ir.s4 AM AFTER RECORDING-R TURN TO, F --I PERMITOVMBER ,,, ' '::;" is rc•et 10,,...i.i1iiu: i,ilo JI NOTICE OF COMMENCEMENT The undersigned hereby gi van notice that improvement will be made in casino real property, and in accordance wish Chopin 713. Florida swsutes the fallowing information is provided in the Notice of commencement. I. DES CRD'TInN OF PROPER'('y (Legal dasedplion and street a Mesa) TA% FOLIO NUMBERe 31T 4 -5 0 3 -1 7 0 1 - 0 0 0 9 2. GENERAL DESCRIPTION OF IMPROVEMENT: single family residence 3. OWNER INFORMATION: a. Name warn n oRri i T A. n r rvri�d t l ¢Address 8000 S. USl, Suite 402, PSI,, FL 34952 c interest in praparty d. Name and address of fee simple tillaodder (if aQter Otani owner) 4.CONTRACTOR'S NAME, ADDRESS AND PRONE NUMBER: Wynne Development COS'POCation 8000 S. US1, Suite 402 P ELL 34957 777 a2a 55T9 S. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: 7 Persons within the State of Florida designated by Owner upon whom notices or otter documents may be served as provided by Section 713.13 (1)(a) 7„ Florida Statutes: NAME, ADDRESS AND PHONENUM)l Doug ,Brantley 1 Silver Oak Dr. PSL, FL. 201-8418 8. In addition m himself or herself. Owner designates the following to receive a copy df,hE Lii mr's Notice as provided ,n Section 713.13 (I)(b), Florida Ssasutu: NAME, ADDRESS AND PHONE NUMBER: 9. Expiration date of notice of commenecmem (Ihe expiration dare I year from the date of retarding unless a different data is Specified) 20_ Matthew Lyle Wynne. Vi -P ident Print Name and Provide Signatory's Tiue,office Owner's Authorised Ort1eerMirealoryP2rtnerMaouger Stec of Florida County or St_ r.1rie The foregoing In innicnt sws acknowledged before me [but r day of Tf.[ NE , 20 _. By Matthew Lyle Wynne ,as VI(a f IFS aBFNI (Name of person) (Type of aumodty-. e.g. owner, officer, trustee, attorney in fact) For Wynne Building Corporation (Name of party on behalf of whom instrument was Executed) Personally Known ✓ A, produced the rollowing type of R) _ •••"••• DOROTHY ANN BASKIN JF ti's, Notary Public • Slate of Florida UnRUT7iY Nonny Public) L'frJ Ll Public) w .'- �_p My Co istionot ires Oct 016 (Primed Name of Notary Public) (Signature o Nail Public) t �f„-rat o,11 d;,+ Commission li IF 015226 So TNsupA flslionB Notary Assn. Under penalties of perjury. I declare Ihat 1 h read the ongoing and That the fans in it arc Iruc m the best o! my kno.vledge and belief (section 92.525. Florida SUlates). c Signaturc(s) of f or 0w51Is)' Authorised OfCtcer/DimcsodPartner/Manager who signed above By: e.. amwowsu...m.,a STATE OF FLORIDA ST. LUCIE COUNTY THIS IS TO CERTIFY THAT THIS IS A TRUE ANQ CORRECT COPY OF THE ORIGI M QL By: JUNDF19 2015 Date: WYN.-z BUILDING CORPORAT661 8000 South U.S. #1 Suite 402 Port St. Lucie, FL 34952 Spanish Lakes Communities Division Port Saint Lucie August 7, 2015 To: St. Lucie County Building Department Attn: Permitting and/or Plan Review Re: 110 Mediterranean North Permit # 1506-0514 To Whom It May Concern: Miami Division Miami In regards to the above property, the mobile home that was located on the lot was moved off the property by the homeowner. If you have any questions I can be reached at (772) 878-5513. Thank you, Lyle Wynne - V.P. Telephones: Port Saint Lucie (772) 878-5513 Miami (305) 235-3175 E` St. Lucie County Building& Zoning _ 2300 Virginia Ave �ono� Fort Pierce, FL 34982 BUILDING PERMIT SUB -CONTRACTOR SUMMARY. Wynne Building Corporation will be using the following sub-contractorsfor'the (Company/individual Name) projectlocated at (Street address or Property Tax 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 PERMIT I ISSUE DATE: NUMBER: 11/19/2014 10:28 7728787c9c 1 WYNNE BUILDING CORP PAGE 03/03 PERMIT# ISSUE DATE PLANNING & AEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 204 S State of Florida Certification Number (if epptimbie): ER()_{) n 9 41 6 S&W Electric have agreed to be the (Company Name/individual Name) Flentrical Sub -contractor for Wynne Development Corp. (Type of Trade), (Primary Contract") For the project located or 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 Cbattge of Sub-obntractor notice. (Form: SLccDv (No, 004-0o) BUSINESS QUALIFIER (Name oftho individual shown on the Contractor's License) NOTARIZED SIGNATURES ARE R11 QUIRED Business Name: S&W Electric Address: 501 W. Coker Rd. City/Stste/Zip: Fnrf Pierce, FL.34945 Phone: „(7771 464-6466 email: Lawrence Stubbs SIGNATURE PRINT NAME DATE STATE OF FLORIDA, COUNTY OF � • u L(I C THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THISA�� DAY OF ��Tv-� 20-N BY 1�10 V f A bb:a WHO IS PERSONALLY KNOWN � ORHAS PRODUCED IDENTIFICATION. Id MAAAQ p (1 � (STAMP) SIGNATURE OF NOTARY PUBLIC P�RIINTC (NAME OLF NOTARY Punic SLCPDS:1211612013 ;i:er••IAURAR.CUBBEDGE ' Commission # EE 209915 `a Expires October 21, 2016 ••?„a �F,� Bea hau Tiq F� Bararu 80P385'%B1B 04/15/2015 10:55 7726787E, WYNNE BUILDING C--_ PAGE 02/02 PERMIT # ISSUE DATE *sl�.t •u� *, �• PLANNING & DEVELOPMENT SERVICES I Building & Code Compliance Division BUUIDING ?ERMIT SUB-CONTRACTORAGREEMENT St. Lucie County Contractor Certification Number. 26901 State of Florida Certification Number(Itapplicabic): CFC1428458 m adguist Plumbing have agreed to be the (Company Name![ndivid.ral Name) Plumbing Sub-contractorforWynne Development Corp. (Type of Trade) (Primary Contractor) For the project located at Strect Address or Property Tax It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by filing a Change of Sub -contractor notice. (Form: SLCCDv (No. 004-00) BUSINESS QUALIFIER (Name of the Individual sbown on the Contractor's License) NOTARIZED SIGNATURES ARE REQUIRED Business Name: Lindquist Plumbing Address: 38$ Sneed Rd. pity/sutc/Zip: ?bone: (772) 461_1Q69 email: Wade Case SIGNATURE PRINT NAME DATE STATE OF FLORIDA, COUNTY OF � 1Au C lfC THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS DAY OF Jett me , 20_i�' BY N & DE • C4'9-s '�- WHO IS PERSONALLY KNOWN OR HAS PRODUCED AS IDENTIFICATTIION. (n� /2� //�� • Illl dl�`F , a fJrt a 1c� . \ U o /2o-r" `/ Antru &4s lc,y (STAMP) SIGNATURE OVNOTARY PUBLIC PRINT NAME OF NOTARY PUBLIC SLCPDS: 12/16/2013 ,•,,, Y ANN BASKIN 4.�r GV ••�� ic - State of Florida 7co-nm. ��' ' •5 Expires Oct 2. 2016ion #FF 015226Bgh National Notary Assn. ai-r. tJ/ LV1J VJ. 11 lizolo/bob WYNNE BUILDING CORP PAGE 02/02 PERMIT # ISSUE DATE M4=*WM=R=0� PLANNING & DEVELOPMENT SERVZC Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: A 2 gA State of Florida Certification Number (tfapplicable): CACO24379 Comfort Control of St, Lucie Count r Inc. (Company Name/Indt ual Name) air conditioning Sub -contractor for (Type of Trade) For the project located at or Property have agreed to be the Wynne Development Corp. (Primary Contractor) FIX It is understood that, if there is any change of status regarding our participation with the above mentioned I project, I will immediately advise the Building and Zoning Department of St. Luc ic County by filing a Change of Sub -contractor notice. (Form: SLCCDv (No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) NOTARIZED S$GNA_•URES ARE REQUIRED Business Name: Comfort Control of St, Lucie County, Inc. Address: 1_901 Ri l i•mnro Ri- City/State/Zip: Port St, Lucie, FL, 34983 Phone: �� _ email: , r� ry 7.immermen SI A PRINT NAME DATE OF SF � L i o ( P_ THE FOREGOING (INSTRUMENT WAS SIGNED BEFORE ME THIS DAY OF �S\hA 20�? BY � rkr(rU WHO IS PERSONALLY KNOWN Y OR HAS PR DUCED /I AS IDENTIFICATION. SIGNATUR + F NOTARY PUBLIC SLCPDSc I2/16/20I3 aC&I Masse (STAMP) PRINT NA E OF NOTARY PUBLIC i icEEN Masi�qli�/26 04/15/2015 10:53 7i2h 656 WYNNE BUILD! !ORP PAGE 02/02 PERMIT# I I ISSU'_DATE PLANNING & DEVELOPMENT(' SERVICES Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St, Lucie County Contractor Certification N nnber: _ 1 9 d o K State of Florida Certification Number (if ®ppfic�bie). RQ22112aU7 Treasure Coast Rtiofinq LLG have agreediobethe (Company NameandMdual Name) -Roof f of Trade) _. Sub -contractor for W nne Development Corp (Primary Contractor) For the project located at orttopery Tax ID a) 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: SLCCO V (No. 004-DO) BUSINESS QUALIFIER (Name of the Individual shown an tho Contractor's License) NOTARMED SIGNATURES ARE RFQUIRELa Business Name: Trearure roast Roofiing, LLC Address: 1 H 1 6 Fs i t tmore _ t Owstoe/2ip: Wort tole F Rd g Phone: 47721 343-0309 email: _ _ Brian Malone SIGNATU PRINT NAME DATE �- STATE OF FLORIDA, l'OUNTY OF S % C y THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS •2-73 DAY OF ::Tz? 'J a _WHO ISPERSONALLY KNOWN OR HAS PRODUCED AS IDENTIFICATION. tJ�RcrH Y /�%ivnt /JRSkta (STA,IW) 1GNATURE O NOTARY PUBLIC PRINT NAME OF NOTARY PUBLIC SLCP)7S: 12/16120I3 DOROTHY ANN BASKIN 1'�'pr P4s`6 Notary Public •State of Florida 3 • : 9 My Comm. Expires Oct 2, 2016 ti Commission # FF 015226 ,y'%°i 'r• Bonded Through National Notary Assn. ST. LUCIE COUNTY BUILDING & ZONING 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 772-462-1553 FILLED LANDS AFFIDAVIT 1, the undersigned, am the owner of the following described property;\\D M�a • �� Part of 3414-501-1701-000/9; Section 26 Township 36s & Range 40E (Tax ID/Legal description/Address) for which T have applied to St. Lucie County for a Final Development Permit. In accepting Lh:is Final Development Permit, BP Number , I acknowledge t as owner of the above described property, and in accordance with Section 7.04.01(D), S . . aLucie County Land Development Code, I shall be responsible for assuring adequate dra page so that the immediate community WILL NOT be adversely affected. I further ac nowledge that In granting this permit for the development of this property, St. Lucie Coun is neither obliged nor liable to provide for, or maintain in any form, adequate drainage o . my property which will not adversely affect the immediate community. / Matthew Lvle Wvnne i Property Owner Name MM7RToperty Owner S7isuatuce Date STATE OF FLORrDA. COUNTY OF S t . Luc i e ACKNO WLEOCED BEFORE ME THIS 11-r DAY OF J u N C . 20_L1 BY Mat thew Lyle Wynne WHOTS PERSONALLY KNOWN TOME OR WHO HAS PRO DUCL0 �, SIGNATURE OFN TARY NOTARY PUBLIC TITLE IDENTFICAT10N., 1)azo-rHy 14.vt'd &Ajkf,j TYPE OR PRINT NAME OF NOTARY IS IA L) z h - OEM DOROTHY ANN BASKIN lary Puhlic •Stale of FlZOd6 Co,nm. Expires Oct 2,ommission H FF 015226dad Through National Notary Assn. Professional Insulators of South Florida FTC Insulation Installation Certificate To: St Lucie County Date: Aril 8, 2016 Re: Lot/Block: Address: 138 Grande Vista Way Project: Grand Carlton The undersigned herebv certifies that insulation has been installed in the abnve dPsrrihed nrnnerty ac tntinwc- I. Vxterior CBS walls have been insulated with: Spray -on Cellulose Thickness in inches: iFiberglass Blankets Manufacturer: Fi Foil ock Wool Blankets Density: Foil R-Value: R 4.1 JXAluminum iigid Board olystyrene ther 2. Ceilings (level) have been insulated with: Spray -on Cellulose -- --- - lass ,P .. -Blown - Manufacturer; Climatepro Rock Wool Blankets Density: Aluminum Foil R-Value: R30 Polyurethane Open Cell SPF Ceilings (Inaccessible) insulated with: Spray -on Cellulose Thickness in inches: 9S. X Fiberglass Blankets Manufacturer. Owens Corning Ignition Barrier Density: Fiberglass Blown R-Value: R30 Cellulose Loose Fill Open Cell SPY 3. Interior kneewalls have been insulated with: Fiberglass Blankets Thickness in inches: Fiberglass Loose Fill Manufacturer: Rock Wool Density: Fiberglass Blown R-Value: Cellulose Loose Fill Open Cell SPF 4. Garage partition walls of A/C living area have X Fiberglass Blankets been insulated with: _ - Rock Waol. _ Thickness in inches: 3.5" Polyurethane Manufacturer: Owens Corning Spray -on Cellulose Density: Open Cell SFF R-Value; R-11 5. The following have been insulated: A'C`r sir � ar: 4A zw. 03 I. .; : •��! ;1larid��`% co WYNNF" BUILDING CORP. General Contract/Buuder CBC1.25404I Competency 'u Professional Insulators of South Florida, Inc Insulation Contractor t �\ By: 086—� L000A000d 80L-1 • 999L8LELL dao0 euiplin8 auuAM —Wo8j 0L:60 9L 6Z—to .,�✓ •+r'," a "fir �- t,. '• . Professional Insulators of South Florida FTC Insulation Installation Certificate To: St Lucie County Date: lApril 8 2016 Re: INCA- 05 Lot/Block Address: 138 Grande Vista a Project: I Grand Carlton The nnderslened hereby certifies that insulation has been installed in the above described property as follows: 1. Exterior CBS walls have been insulated with: Spray -on Cellulose Thickness in inches: Fiberglass Blankets Manufacturer: Fi Foil Rock Wool Blankets Density: X Aluminum Foil R-Value: R 4.1 Rigid Board Polystyrene Other 2. Ceilings (level) have been insulated with: spray -on Cellulose Va— ._— . Manufacturer. Climatepro Bock 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: Owens Corning Ignition Barrier Density: Fiberglass Blown R-Value: R-30 Cellulose Loose Fill Open Cell SPF 3. Interior kneewalls have been insulated with: Fiberglass Blankets Thickness in inches: Fiberglass Loose Fill Manufacturer: Rock Wool Density: Fiberglass Blown R.-Value; Cellulose Loose Fill Open Cell SPF 4. Garage partition walls of A/C living area have X Fiberglass Blankets been insulated with! _ _ _ _ _ RackWool , Thickness In inches: 3.5" Polyurethane Manufacturer: Owens Corning Spray -on Cellulose Density: Open Cell SPF R-Value: R-11 5. The following have been insulated: •- S 1p 2Qfl3 '� 'AVYNNE$UILOINGCOi2P. General Contract/Builder CBC1254041comEetency Professional Insulators of South Florida, Inc.++�`~�� Insulation Contractor By: By: 606—d Z0o0/ZOOOd 6b9-1 999L8L8ZLL daoo Suip[ino auuAM —Woad ZL:LL 9L —6L—bo Planning & Development Services Building & Code Regulation Division 2300 Virginia Ave Fort Plerce, Fl. 34982 772,462-2172 Fax 772-462-6443 CERTIFICATE OF TERMITE TREATMENT CONSTRUCTION SOIL TREATMENT PERMIT #: 'i SO F, - 05 IILJO13 ADDRESS: 110 Me(A,l fD, -,,-A0 . 0 gUU6 BUILDER/CONTRACTOR: PEST CONTROL CONTRACTOR: i PEST CONTROL LICENSE #: we, the undersigned, hereby certify that we have pretreated the above described construction for subterranean termites in accordance wi the standards of the National Pest Control Association. Square feet if area treated: 3So_ /F SO Chemicalsused: Percentage of solution: ' 06Total gallons used: S Date of Treatment: J gJ r' Time of Treatment: Y Footing _la Treatment _Re -Treat D 1veway M11 Treatment 0--Treat 7ta l:b _12 Treatment _Re -Treat Slab iia Treatment —Re -Treat Pools _11 Treatment _Re•Treat Perimeter for Finale spectlon Signature of Bctermillator Note. There must be a Completed form fureach required tmatmentorre-treabnentand this form mustbe on the job slte to be pfcted up by the Inspector at Ume of each linpecrion Orthe scheduled /nspectlon W11 fall and a•rednspecdon fee charovl FBC304.2.6CertiHmteofprotectveTreab7wtforpreventfonoftemNtes Aweatherresistentjobp&-posdngboard shall be prov/ded to receive dupltmte Treatment Certrflrates as aad� required protective baabnentls cvM#eted, proving a ropyfor the person the permit is issued to and another copy ror the bul/ding permit files The Treatment Certificateshall provide the product used, ibentttyofthe applicator, time and date of the treatment; site location, area treated, chemical used, percent Concerttation and numberofgaHons used, in estab!!sh a vadfiable record of proteava beatment if the soil chemical barrielmethOd for termite prevenb'on is used, final exterior treatment shall be completed prior to fins! bulldbrg approval St Lucle County requires far 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, . Tel ysz Albt h ,'PSI^, Planning & Development Services Building & Code Regulation Division 2300 Virginia Ave Fort Pierce, FL 34982 772-462-216S Fax 772-462-6443 Request for 30-Day Temporary Power Release Date: Project Address: Permit Number: yS �)u � ^ s ;! THE UNDERSIGNED HEREBY REQUEST RELEASE OF ELECTRICAL POWER TO THE ABOVE DESCRIBED PROPERTY, FOR A PERIOD NOT TO EXCEED THIRTY (30) DAYS, FOR THE PURPOSE OF TESTING SYSTEMS AND EQUIPMENT IN PREPARATION FOR A FINAL INSPECTION. IN CONSIDERATION OF APPROVAL OF THE REQUEST WE HEREBY ACKNOWLEDGE AND AGREE AS FOLLOWS: I. This temporary power release is requested for the above stated purpose only, and there will be no occupancy of any type, other than that permitted by construction during this time period. 2. As witness by our signatures, we hereby agree to' abide by all terms and conditions of this agreement, including Building Division 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 premipe is ready for compliance inspection. 4. All requests for an extension beyond 30 days m made in writing W the Building Official stating the reason for the request Power may be rem from fli site and/or a Stop Work Order issued if the Final Inspection has not been approved . n 30 d A fee of $100,00 will be required to lift the Stop Work Order. WE HEREBY RELEASE AND AGREE TO HOLD H LESS, ALL LIABILITIES AND CLAIMS OF TYP F NATURE OF THIS TRANSACTION, IN A AMAGE WHJA DISCONNECTION OF EL R IN THE EVI SIGNATURE T,ILUCIE COUNTY, AND THEIR EMPLOYEES FROM WHICH MAY ARISE NOW OR IN THE FUTURE OUT H MAY BE INCURRED DUE TO THE OF VIOLATION OF THIS AGREEMENT. kA DATE RECEIVED APR 111016 V08-J Z000AOOOd L89-1 999L8L8ZLL dao0 Bu l p l l n8 euuAM -WOd� 080 9 Lc- L L-b0 8 ,�� TITAN Materials for Life' g Crete' "Thank you - We appreciate your'businessk, . Ticket no; FORT PIERCE 4199 SELVITZ ROAD 283146 FT PIERCE, FL 34982 Delivery date Plant Truck Driver Truck size Type .ob i m3/1.1l76 52A 14, 7 DEPTNO,_WTI.LTAM 11. (;,AR III Customer no. Customer name Zone Tax CD __ 90004535 I Rf1T)NRV HALL r.nNCRF.TF. CONST L T` Tarmac project no. CustomerP.O..no. Order no. Termscode t Charge delivered Time:due 4:41.0 1 -,I 511. q_ I '';ChugeF.0_:B. 41O.D-1.03. Delivery name and address ' Lot Block County ST LMEDI COUNTY ��� 110 12EDITERRANEAN NORTH, PORT SAINTLUCIE Instructions ISPANISH LAKES 1-US' I SOUTH. TL SPANISH. LAKES RD. CONTINUE TO slump MEDITERRANEAN— o � 5.0Q . __ �,.._ QDan_ti—y. uct Load - Cumulative Ordered Code Descriptions 11.00 11.00 11 00 CA F 9Ed102500 '37 CY 11.00 10: 364 MASTERFIBER 1,135 -, . 5 Oft CY ' 1. 00 806 007 FUEL SURCHG LD 806014 ENVIRON SURCHG LD r 1 r Arrive job site Start discharge, Finish discharge Leave job site, Arrive. plant Load" �r� r ' �� Sales.tax l •! �� �,.J _ ('� l ': i/- r TOTAL 4 Additional water added to this concrete will reduce its strength; Any'water added is at customer's risk. I' Gallons of water added:_ Gallons of water added: ��._. Gallons of water added;._,... Amt of CY Retained:. Customer Approval:. Customer Approval: Customer Approval: Customer Approval Tested ❑ Yes Yes ❑ No Safety'is-a-constant state of mind, with every employee feeling responsible and empowered tp-act to cause him and others to work safely, on the belief that al[ accidents are preventable and that zero<i lcidents is the only goal.. . r 32953s1 Lot: Block:. Address: Authori eda "' e" X r Correct RECEIVED MAR 12 Not Correct TITAN FLORIDA LLC TERMS AND CONDITIONS OF SA. 1. All sales will be subject to these terms.aw conditions ("Contract") and, if buying on credit, to Buyer's credit agreement with Seller, incorporated herein by reference; all other terms, including any terms contained in Buyer's purchase order, are excluded unless agreed to by Seller in writing. Any changes must be in writing and signed by each party. This Contract will be construed: in accordance with the laws of the state of Florida. For all disputes relating to this Contract, Buyer hereby consents to 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.,.fetainage, set off or charge backs, A cash discount of 1'% I O' proximo may be deducted if no'previous balances are past due. Interest at the lesser of 1 !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, stateand local sales and use taxes. In addition to any other available rights and remedies, Seller will be entitled to recover from Buyer all costs of collection and litigation including, but not limited to, reasonable attorneys' fees. Seller reserves the right to require payments in advance or tocancel 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 waiting/unloading periods in excess of 60 minutes. Prices are based on full loads; an additional charge will apply to loads of less than seven cubic yards. The minimum load for each delivery is 11/2 cubic yards. 4. Buyer will give Sellerat least 48 hours prior notice of the time and rate of requested deliveries. Delivery schedules will be mutually agreed upon between Seller and Buyer. Deliveries will be made to the best of Seller's ability to dispatch, however, Buyer waives any claims associated with any delays in delivery. 5. Buyer must provide suitable approaches. to delivery points beyond paved streets. For delivery beyond curb lines, Buyerassumesall liability for damage to vehicles, sidewalks, driveways, pipes,septic tanks, and/or otherproperty, and Buyer will indemnify and hold Seller harmless from and against any and all liability, loss and expense incurred as a result of such delivery, including but not limited to towing charges, except to the extent caused by Sellers gross negligence or willful misconduct. Buyer waives any right of subrogation against Seller. 6. Buyer is responsible for full payment of, including all costs of disposal and Seller's return charge per truck for, (i) orders not cancelled at least one hour prior to delivery time; (ii) concrete delivered due to Buyer's mistake or in excess of requirements; (III) concrete not deliverable. due to unsuitable approaches. 7. Concrete prices and quantities are based upon the wet volume at the time of discharge from the truck, and are not sold "form measurement" or measured "in place". Yield will be established in accordance with applicable ASTM standards. Buyer will pay all charges incident to inspection or tests made by or on behalf of Buyer. - , , 8. Limited Warranty: Buyer is solely responsible for determining the type and quantity of goods to be purchased. Seller warrants that its products will meet or exceed applicable American Society for Testing Materials ("ASTM") and American Concrete Institute ("ACI" ).standards, when tested in accordance with ASTM and evaluated byACII standards. Seller will repair or replace any goods supplied by Seller that fail to meet this limited warrantg, 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. Seller will: not be responsible for slump, strength or quality of my concrete to which water or other material has been added by or on behalf of Buyer. Buyer will be responsible to see that the concrete is handled in accordance with best construction practices. Seller has no control over the placing or handling of concrete after unloading and does not guarantee the finished work in which it is used. Buyer will be responsible to prevent concrete after unloading from coming into contact with any material, such as aluminum, which may adversely impact concrete strength. 10. Buyer will furnish any admixtures or ingredients it desires that are not regularly supplied by the Seller in the marketplace. Buyer will be solely respon- sible for the effect of'such admixture or ingredients on the concrete. Any extra product which may be required in excess of the mix design quoted, or which may be required to provide workability, strength, setting time or water/cement ratio, will result in an additional ingredient charge payable by Buyer. 11. Concrete will be batched and delivered in accordance with ASTM C-94. Concrete temperature will be dictated by the environmental and material condi- tions at the time of delivery. Any requirement beyond these conditions will require the: implementation of controlled measures during production at the expense of Buyer. 12. Buyennust give Seller written notice. within 48 hours after delivery of any claim against Seller as a result of any alleged nonconforming materials or any other cause whatsoever (other than failure to meet compressive strength, in which event the time for notice will be within 48 hours after the customary time for analysis of the test cylinder), time being of the essence. Seller will be given reasonable opportunity to investigate all claims. Any failure by Buyer to give written notice within such 48hour period will be deemed a conclusive waiver by Buyer of all such claims against Seller. 13. SELLER WILL NOT BE LIABLE UNDER ANY CIRCUMSTANCES' FOR ANY SPECIAL, INCIDENTAL, PUNITIVE OR CONSEQUENTIAL DAMAGES INCLUDING, WITHOUT LIMITATION, ANY DAMAGES RELATED TO DELAY, WHETHER BASED ON STATUTE, -TORT, CONTRACT, OR OTHERWISE, AND WHETHER OR NOT ARISING FROM SELLER'S NEGLIGENCE„ STRICT LIABILITY OR. FAULT. IN NO EVENT WILL SELLER BE RESPONSIBLE FOR DAMAGE DUE TO 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, witha copy to Credit Department, 455 Fairway Drive, Deerfield Beach,FL3344�r)'t )rl 15. Severability, The unenforceability of my 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 T14E EYE, RINSE IMMEDIATELY WITH WATER AND GET PROMPT MEDICAL ATTENTION. KEEP OUT OF REACH OF CHILDREN, MATERIAL SAFETY DATA SHEETS (MSDS) ARE AVAILABLE AT W W W.TITANAMERICA.COM. Rev'd 2-08. • Termite Inspection �I u5 Christ is t ,i2-323-7921 • Termite Pretreatment ,_'�e5 era • Pest Control ® EVICtA. Toll Free:1-877-365-9990 Termite & • Rodent Service Pest Fax: 772-340-5990 • Fire Ant Lawn Service Control, Email: Evictabug@grrlail.com i> • Whitefly Treatment' Inc. 2373 SW Woodridge St. • Licensed &.Insured eic' JB175775 Port St. Lucie, FL 34953 Notice of Preventative Treatment for Termites (as required by Florida Building'Code (FBC) 104.26 and Broward County Chapter FBC 105.2.2) .PEST PREVENTION I FIRE ANT SERVICE KKI TERMITE. SERVICE I RODENT EXCLUSION & REMOVAL I WHITEFLY TREATMENT DATE OF SERVICE h r6 TIME DEVELOPMENT NAME (PROJECT) k 5' ,CAP ;4 ,Ol i COy�RACTOR'S NAME AtL1 PAI l Can, CONTACT PERSON STRUCTURE ADDRESS (LOTIBLOCK) CITY, STATE, ZIP CODE COUNTY NO ES fir).- 1%i��l /t��t✓ew�n ( 9�a� 3�y�-z --TREATMENTTYPEIAREA ❑ FLOATING ❑ MONOLITHIC aPATIO ❑ GARAGE gDRIVEWAY El STEM WALUFOOTERS , ❑ ADDITION ` O CUTOUTS ❑ FOOTER ❑ FRONT ENTRY ❑ RETREAT ❑ BORA CARE TREATMENT ❑ PLUMBING CUTOUTS ❑ SIDEWALKS ❑ TAMP & TREAT „j'fREAT ONLY .&FINAL ❑ POOL DECK ❑ OTHER PRODUCTS , BASELINE ❑ DOMINION 2L ACTIVE INGREDIENT ❑TERMIDORSC ❑BORACARE ❑PREMISE ❑ OTHER ACTIVE INGREDIENT -" ' - - " ❑�IMIDACLAPRIP,�VBIFENTHRIN ❑DISODIUM OCTABORATETETRAHYDRATE-, CONCENTRATION �O6% ❑ ❑ ❑ ❑ 9 . .12% Z .25% I .05% 23% O 9% ❑ OTHER �,!/\�QNNS APPLIED /. SQUARE FOOTAGE /�Q LINEAR FOOTAr",/\G�r r � SQUARE FOOTAGE VERIFIED ,1TfES ❑ NO JOB READY CONDITIONS MET ,k�ES ❑ NO .MEASUREDOR VERIFIED PER PLANS DETAILS As per 1042.6 FBC I- If soil chemical barrier method for termite prevention is used.. Final exterior treatment:,® jd prior to final building approval. Certificate of Compliance: The building has received a complete treatment for the prevention of subtenanean\ ,.nes, Treatment is in accordance with rules and laws established by the Florida Department of Agriculture and Consumer Services. (Per the Florida Building Code.) p If this notice is for the final exterior treatment, initial and date this line FINAL STICKER ❑ ELECTRICAL PANEL ❑ WATER HEATER cC OOTHER WN Xoa 6c-q 6/7t/ Payment Terms: Payment due at time of service. D$te Applicator (EvictA Bug Termite and Pest Control -I�r . . 1C drr -(f, RECEIVED MAU 4 7 Date Customer (Property Owner or Agent)' 1 A% LJI AW 4 KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-Mail: KSMQKSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED October 6, 2015 PERMIT # 15060514 CONTRACTOR Wynne Development JOB LOCATION 110 Mediterranean Boulevard N Spanish Lakes One Port St Lucie, Florida ITEM TESTED Compacted Foundation Fill KSM JOB # : 152149-1 d/ES/ct TEST LOCATION DEPTH *PEN DRY MAX. DRY PERCENT OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION 1. N.E. 0"-12" 40 109.1 111.2 98.1 2. N.W. 32 106.0 95.3 3. Center 36 108.5 97.6 4. S.W. 44 106.7 96.0 5. S.E. 40 107.0 96.2 Soil Description: Gray and Brown Sand In Place Moisture: 112.0 , I I I 1 I 8.4 Percent W I E I I I I I Optimum Moisture: I G I I I I I 111.0 �—•• _..�.._..�.._. _. _.. } .._.._ 11.4 Percent H I T I I I I Max. Dry Density: I I I I I 111.2 P.C.F. I I I I @ Test Locations The c I Density & Penetrometer F I I I I I Readings Indicate the 109.0 t '—"f"—"1-"—"T"—"T"— 'T"—"- Degree of Compaction Meets I I I I I I Minimum Re%agWl;M, R I I I I I � for Sta�ke opnd �'°,�{�''t' * PB Ida yl�s�ai�ii d' latural Grade. Y 108.0 ro �..—..�.._...}..._.. }.._..� y 9 ®Iab®® ®11 12 13 14 Rip ir5it�.:� • No. Ocr ioisture- o ry.', 1 ?015 is e E- ,*tt,.f4� . %h�lAlces.com Fax + 1�9��� G Keller, Building DePcallo aso 7/Julie 366 e4 c.. e 0TITAN // CONCRETE% Materials for Life* gr ncreteo r 'r je— 1,5—Q 4 — 0 -5-1 y "Thank you - We appreciate your business" 1.')') !:iEL.VT'T'L ROOD P-T I::rI. F..f:f:;lii:., FL ��gUILO�Nc MfMeF.0. Ticket no. infer;=;(. ueuvery date Plant Truck Driver Truck size Type job Customer n'60 :I. C,/.!tl Customei}Idme +.5/+ 1)7: 1.__I�hil - !-i(I?31_; I't Zone I '111 Taz CD'.'SL:f-11`I Tarmac proje" ri : •+lti, TC� (Customer P.O: db�l� -•t "I -IL.. L- . Oi rrio ir�`I�s I Terms code Time due r •� tChargedelivered 3-C.O.D. Delivery name anTAcIress """5�90' L.PIE jai: C i•`( ' 3-Charge F.O.B. 4-C.O.D -F.O.B. Lot Block Couh'tjl r' !.:1.(J .1. RRO J'I[::r7a:1''L'_ItRFII`IIc:F1Pl I=t(]r:'T'H., !='f71'i'T' fi'T' LlJf;1:L: Instructions !ib'611+I:f.(Fd L..f1KF_Fi 7 Slump Quantity - -- Quantity ' - - ---- — ---- - � �,produd - . . ' •. . ' ; _ u1 Unit rite Amount, Load Cumulative Ordered Code Description `i3., �30 ':),. "ifs) 'J 1.1 fJf-'d' nfsra:(C: U-1 PI`I Cy 1..; 1?)(1 (t(%tii l%)Crl' r l.lr:! . f:;LJF:C..HI:i 1_. p :I.,.!%)4) 7_)(%)20:1.4 E:NV7:RON SURCHO LD rn `� CET T 0 Tot0 201! t� Subtotal oad Artwejob site "/)] Startdischarge /V Finish discharge Leave job site Arrive plant TOTAL uinonai water a aea to tms concrete W�l reduce its strength. Any water added is at customer's risk. llons of water added: Gallons of water added:,_ Gallons of water added:_Amt of CY Retained:stomer Approval: [Yes Customer Approval• :—w-- mer Approval: Customer Approval:ted ENo Tested properly No. Authorize/d,and received bey I ❑ Yes ❑ No 7146458 x �'- 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 CI lCTnnnFla (^.r1PV TITAN FLORIDA LLC TERMS AND CONDITIONS Of 1. All sales will be Subject to these terms and conditions ("Contract") and, if buying on cr,,...., .o 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 wnliu}t and signed by each party. This Contractwill be construed in accordance with the laws of the state of Florida. For all disputes relating to this Contract. Buyer hereby consents to the jurisdiction and venue of the state and federal courts for the location of the delivery site of the goods sold hereunder. 2. Payment terms: Net the last clay of the month following the month of delivery, without deduction, retainage, set off or charge backs. A cash discount of 10;) 10, proximo may be deducted if no previous balances are past due. Interest at the lesser of 1'/-% 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 mcludin% but not limited to, reasonable attorneys' fees. Seller reserves the right to require payments in advance or to cancel the unfilled portion ofthis Contract without notice in the event of Buyer default of any Contract provisions, or if the financial status of Buycr becomes impaired or deemed unsat- isfactory to Seller Failure of'Seller to exercise any of its rights will not be deenhed a waiver of any such right. 3. Regular del iccry hours are 7:00 a.m. - 5:00 p.m., Monday through Friday. An additional charge maybe added for deliveries outside of tense hours and for any waiungyunloading periods in excess of 60 minutes. Prices are based on full loads; an additional charge will apply to loads of less than seven cubic yards. The minimum load for each delivery is t'/, cubic yards. 4. Buyer will giv e Seller at least 48 hours prior notice of the time and rate of requested deliveries. Delivery schedules will be mutually agreed upon between Seller and Buyer. Delncnes w ill 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 prow rde suitable approaches to deliverypoints beyond paved streets. For delivery beyond curb lines, Buyer assumes all liability for damage to v etucles, sidewalks, dnv eeays. 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 or such delivery, including but not limited to lowing charges, except to the extent caused by Seller's gross negligence or willful misconduct. Buyer waives any right of subrogation against Seller. G. Buyer is responsrble 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; (n) concrete delivered due to Buyer's mistake or in excess of requirements; (iii) concrete not deliverable due to unsuitable approaches. 7. Concrete prices and quantuies are based upon the wet volume at the time of discharge Goa the truck, and are not sold 'form measurement" or measured "m place" Yield w ill 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. Lunited Warranty. Buyci is solely responsible for determining the type and quantity of goods to be purchased. Seller warrants that its products will meet or exceed applicublcAnxrican Society for Testing Materials ("ASTM") and American Concrete Institute ("ACF) standards, when tested in accordance with ASTM and evaluated by 4C1 standards. Seller will repair or replace any goods supplied by Seller that fail to meet this limited warranty, within one year after dalrvery thereof Seller will uphold its warranty obligations under Florida statute 718.203, as applicable. ALL OTHER WARRANTEES, W I ILTHER. I,X PRESS OR IMPLIED, INCLUDING WITHOUT LIMITATION THE WARRANTIES. OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE., ARL HEREBY EXPRESSLY EXCLUDED. THE REMEDY SET 17011TIT IN THIS SECTION 8 WILL CONSTITUTE TI IIi SOLE RFMLDY Of BUYER UNDER THIS LIMITED WARRANTY. 9. Seller will not be respunvblc for slump, st engilm or quality of any concrete to which water of other material has been added by or on behalf of Buyer. Br• or will be responsible to zee that the concrete is handled in accordance with best construction practices. Seller has no control over the placing or handling of concrete niter unloading and does not guarantee the finished work in which it is used. Buyer will be responsible to prevent concrete after unloadine from coming into contact with any material, such as aluminum, which may adversely impact concrete strength. 10. Buyer w ill furnish any admixtures or ingredients it desires that are not regularly supplied by the Seller in the marketplace. Buyer will be solely respon- sible for the cllect of stuilh adraimure 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 prm ide workability, strength, setting time or water/cement ratio, will result fit 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 SCllcr written notice within 48 hours alter delivery of any claim against Seller as a result of any alleged nonconforming materials or any other cause whatsoever (other than failure to meet compressive strength, in which event the time for notice will be within 48 hours after the customary time for analysis of ilic test cylinder), time being of the essence. Seller will be given reasonable opportunity to investigate all claims. Any failure by Buyer to give written notice within such 48 hour period will be deemed a conclusive waiver by Buyer of all such claims against Seller. 13. SELLER WILL NOI 13L LIABLE UNDER ANY CIRCUMSTANCES FOR ANY SPECIAL, INCIDENTAL, PUNITIVE OR CONSEQUENTIAL DAMAGES 1NC'1 UDING, WITHOUT LIMITATION, ANY DAMAGES RELATED TO DELAY, WHETHER BASED ON STATUTE, TORT, C'ONTRAC'r, OR 011IE R W ISE, AND W1It' TIIER OR NOT ARISING FROM SELLER'S NEGLIGENCE, STRICT LIABILITY OR FAULT. INNO EVENT WILL SELLLR 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 TIIF, GOODS SOLD UNDFR THIS CONTRACT 14. Notice All notices to Seller w ill be sent in writing to the sales office issuing the price quotation, with a copy to Credit Department. 455 Fairway Deerfield Beach, FL 33441. 15. Sevcrability. The uncnlorecability of any provision of this Contract will not affect the enforceability of any other provision of this Contract, and other provision of this Contract will be severable and enforceable to the extent permitted by law. WARNING: CAUSES SKIN IRRITATION - INJURIOUS TO EYES. CONTAINS PORTI. AND CEMFNT. FRESHLY MIXED CONCRETE MAYCAUSE SKIN IRRITATION OR INJURY. AVOID CONTACTWITH 8 WIiFRF POSSIBLE. WASH EXPOSED AREAS PROMPTLY WITH WATER. IF ANY MIXTURES GET INTO THE EYE, RINSE" IMMEDIAT WFI TI 0. `. rR AND GP'I' PROMPT MEDICAL AT'1'ENT'ION. KEEP OUT OF REACH OF CHILDREN. NfATF.RIAL SAFETY DATA SHEETS (AISDS) ARE AVAILABLE AT W%VW.TITANA1MERICA.COM. Revd 2-08 %L R `,."� 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) 589-5469 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED October 6, 2015 KSM JOB # : 152149-1 d/ES/ct PERMIT # 15060514 CONTRACTOR Wynne Development JOB LOCATION 110 Mediterranean Boulevard N Spanish Lakes One Port St Lucie, Florida ITEM TESTED Compacted Foundation Fill TEST LOCATION DEPTH 'PEN DRY MAX. DRY PERCENT OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION 2. N.W. 3. Center 4. S.W. 5. S.E. Soil Description: Gray and Brown Sand In Place Moisture: 8.4 Percent Optimum Moisture: 11.4 Percent Max. Dry Density: 111.2 P.C.F. 0" - 12" 40 109.1 111.2 98.1 " 32 106.0 95.3 " 36 108.5 97.6 " 44 106.7 96.0 " 40 107.0 96.2 @ Test Locations The Density & Penetrometer Readings Indicate the Degree of Compaction Meets M i n i m u m) jegUhVd%,,,10 for St�fc)ti; FgUncKtt n 4010 " PP,+S 'a �AT ' e T7la R u y Submit e No.68i ® v Ji i�%K ZIF Etrm"du 0#10 Y@ t1ke Fax arid� s6 ale.Cg 112.0 W I E I I I I I I G 111.0 �.._..�.._..{ I I I I .._ _. I _..+.._.._ H I T i I I F I I I I I I I P I 110.0 ••_ i _. I _ .._.. .._.. .._.. I I I I .._. _ F 109.0 t.._..�.._..�.._..�.._..T.._..T.._.._ I I I I I I I I I I I I R Y 108.0 }.._..}.._...._..� Grade. 8 9 10 11 12 13 14 Department I SL c. No.: 860 Moisture - % of Dry Weight / Julie E. Keller, P.E.: 68366 TITAN ,.�c®P4cR1ETE "Thank you - We aPP-reciate your business" Is Materials for Life` �{- ' � Crete � `" ` f*� ltS'd - p 5`/ JO Ticket no. g FORT PIERCE 4199 SEL.VITZ ROAD r1j0_+47c FT PIERCE, FL. 5498r' Delivery date Plant Truck Driver Truck size T e ob t A /i%Ic7 ('1 F. A^A �II',A riRF{ I ANQ RAF CAM 'I 1 +hl I YP 1 czi qn nh Customer no. Customer name Zone Tax CD C71Oifh.Cse i� I rJf1Ti1VFl+ I-iq{ 1 r'("Ihir'RFTF f'flhl4T Tc Tarmac project no: Customer P.O. no. Order no. Termscot-Charge delivered a-C.O.D. Time due _ 44111 7:1 ,I �'�7F171 ,2}CFarge F0.8, 4C.O.D-EO.B. 171;l- 40 Delivery name and: address 'Lot Block County ST LUCIE COUNTY 110 MEDITERRANEAN NORTH , PORT ST LUCIE U51 SOUTH TO MEDITERRANEAN SLVD N, GO EAST TO MEDITERRANEAN & FLORIDA WAY INTERSECTION i%In1 :3.. 021 23. 00 CAFIZISR117J•2012'21 #57 11,00 10(15211 MASTERFIRER M70 .75 1.00 80f,,r007 FUEL SURCHG I . 00 8(I0 14 ENV I RON SURCHG r� Load Arrive job site Start disi;har Finish discharge Leave job site Arrive plant �' CY CY I_ D LD Subtotal Sales tax TOTAL Additional water added to -this concrete will reduce its strength. Any water idded is a customer's risk. Gallons of water added:_ Gallons of water added: Gallons of water added: I ��mt of CY Reta'naa Customer Approval °C`ustomer Approval: T Customer Approval: Customer Approy7/-- j Tested Test erl;pfoperly No. /Authori e a � e ❑ Yes ❑ No ❑ Yes ❑ No I 714 6 2 7 2iI X 7M/7 Y 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 S. Or TITAN FLORIDA LLC TERMS AND CONDITIONS OF SALE c' `' i s 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 terns, including any terns contained in Buyer's purchase order, are excluded unless agreed to by Seller in writing. Any changes must be inwriting and signed by each party. This Contract will be construed in accordance with the laws of the state of Florida.For all disputes relating to this Contract, Buyer hereby consents to the jurisdiction and venue of the state and federal courts for the location of the delivery site of the goods sold hereunder. 2 Payment terms: Not 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 maybe deducted if no previous balances are past due. Interest at the lesser of I hyo per month or the maximum rate allowed by will be imposed on outstanding and delinquent invoices from thedate 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 willnot be deemed a waiver orally such right. 3.. Regular delivery hours are 7:00 a.m. - 5:00 p.m., Monday through Friday. An additional charge may be added for deliveries outside of these hours and for any waiting/unloading periods ill excess of60 minutes. Prices are based on full loads; an additional charge will apply to loads of less than seven cubic yards. The minimum load for each delivery is Ph cubic yards. 4. Buyer will give Seller at least 48hours prior notice .ofthe time and rate ofrequested deliveries. Delivery schedules will be mutually agreed upon between Seller and Buyer. Deliveries will be made to the best of Seller's ability to dispatch, however, Buyer waives any claims. associated with any delays in delivery. 5. Buyer must provide suitable approaches to delivery points beyond paved streets. For delivery beyond curb lines, Buyer assumes all liability for damage to vehicles, sidewalks, driveways, pipes, septic tanks, and/or other property, and Buyer willindemnifyand hold Seller harmless from and against any and all liability, loss and expense incurred as a result of such delivery, including but not limited to towing charges, except to the extent caused by Seller's gross negligence or willful misconduct. Buyer waives any right of subrogation.. against Seller. 6. Buyer is responsible For full payment of, including all costs of disposal and Seller's return charge per truck for, (i) orders not cancelled at least one hour prior to delivery time; (ii) concrete delivered due to Buyer's mistake or in excess of requirements; (iii) concrete not deliverable due to unsuitable approaches, 7. Concrete prices and quantities are based upon the wet volume at the time of discharge from the truck., and are not sold `form measurement" or measured "in place". Yield will be established in accordance with applicable ASTM standards. Buyer will pay all charges incident to inspection or tests made by or on behalf of Buyer. 8. Limited Warranty: Buyeiis 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 ("ACT") standards, when tested in accordance with ASTM and MI Listed by ACT standards. Seller will repair or replace any goods supplied by Seller that fail to meet this limited warranty. within one year after dcli0cry thereof. Seller will uphold its warranty obligations under Florida statute 718.203. as applicable. ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED, INCLUDING WITHOUT LIMITATIONTHE WARRANTIES. OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE, ARE HEREBY EXPRESSLY EXCLUDED. THE REMEDY SET FORTH IN THIS SECTION 8 WILL CONSTITUTE THE SOLE REMEDY OF BUYER UNDER THIS LIMITED WARRANTY. 9. Seller will not be responsible for slump, strength or quality of any concrete to which water or other material has been added by or on behalf of Buyer. Buyer will be responsible to see that the concrete is handled in accordancewith best construction practices. Seller has no control over the placing or handling of concrete after unloading mid does not guarantee the finished work in which it is used. Buyer will be responsible to prevent concrete after unloading from coming into contact with any material, such as aluminum, which may adversely impact concrete strength. 10, Buyer will furnish any admixtures or ingredients it desires that are not regularly supplied by the Seller in the marketplace. Buyer will be solely respon- sible. for the effect of "such admixture or ingredients on the concrete. Any extra product which may be required in excess of the mix design quoted, or which may be required to provide workability, strength, setting time or water/cement ratio, will result inan additional ingredient charge payable by Buyer. 11. Concrete will be hatched and delivered in accordance with ASTM C-94. Concrete temperature will be dictated by the environmental and material condi- tions at the time of delivery. Any requirement beyond these conditions willrequire theimplementation of controlled measures during production at the expense of Buyer. 12. Buyer must give Seller written notice within 48 hours after delivery of any claim against Seller as a result of any alleged nonconforming materials or any other cause whatsoever (other than failure to meet compressive strength, in which event the time for notice willbe within 48 hours after the customary time for analygis of the test cylinder), time being of the essence. Seller will be givenreasonable opportunity to investigate all claims. Any failure by Buyer to give written notice within such 48 hour period willbe 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. IN NO EVENT WILL SELLER BE RESPONSIBLE FOR DAMAGE, DUE TO THE ACTIONS OF OTHERS OR THE FAILURE OF BUYER TO COMPLY WITH ITS OBLIGAFIONS. 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. Sevembility. The uncnforceability 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 WAFER. IF ANY MIXTURES GET INTO THE EYE, RINSE IMMEDIATELY WIT1f WATER AND GET PROMPT MEDICAL ATTENTION. KEEP OUT OF REACH OF CHILDREN. MATERIAL SAFETY DATA SHEETS (MSDS) ARE AVAILABLE AT W W-*V,TITANAMERICA.COM. Rev'd 2-08 10/07/2015 15:13 772589E=" KSM ENGINEERING _ PAGE 01/01 Tdr C! 9 z X%Qmm 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 (551) 645.7445 wwwAksmengineering.net MELBOURNE (321) 766-8488 FAX (561) 845-8876 E-Mail: KSMOKSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 569-5469 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED October 6, 2015 PERMIT # 15060514 CONTRACTOR Wynne Development JOB LOCATION 110 Mediterranean Boulevard N Spanish Lakes One Port St Lucie, Florida ITEM TESTED : Compacted Foundation Fill KSM JOB # : 152149-1 d/ES/ct TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION 1. N.E. 0"-12" 40 109.1, 111.2 98.1 2. N.W. 32 106.0 95.3 3. Center 36 108.5 97.6 4. S.W. 44 106.7 96.0 5. S.E. 40 107.0 96.2 Soil Description: Gray and Brown Sand In Place Moisture: 8.4 Percent Optimum Moisture: 11.4 Percent Max. Dry Density: 111.2 P.C.F. @ Test Locations The Density & Penetrometer Readings Indicate the Degree of Compaction Meets Minimum RegWpAs for Stoto opnso a.� No. 112.0 W E I I I I I I 111.01- - I ..�.. .._ ' ..\Tiiii I T I P .! ..110.0�I I I G F ! I I 1 I I I I I I I 1 R I I I I Grade. Y 8 9 10 11 12 13 14 Moisture - % of Dry Weight RE�E �n , 7'201 RECEIVED O'CT 07 2015 Fax �Keller�PEB372913�SIi�n. I�n980 / .hiliaFKai IarPF•ARRC,fi 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 YW Sr_ PERMIT #: 566-05/ H JOB ADDRESS: 1 �� I ,li !✓ar>Bry� �yQd_N°��i �f ei rci ncm/rnnITRAPTt1R• 0G1Vt_UL/ Hall _ _Gn�_ .— PEST CONTROL CONTRACTOR: PEST CONTROL LICENSE #:3 We, the undersigned, hereby certify that we have pretreated the above described construction for subterranean termites in accordance with the standards of the National Pest Control Association. p Square feet if area treated: 91 , Chemicals used: ale I Percentage of solution: e 0 6;l, Date of Treatment: /0 7 — i 5 _Footing 15t Treatment —Re-Treat _Driveway .Is' Treatment _Re -Treat _Other _is' Treatment _Re -Treat Total gallons used: / qS Time of Treatment: d 0 Slab e Treatment _Re -Treat _Pools _1" Treatment _Re -Treat _Perimeter for Final Inspection Signature of Extetfninator Note. There must be a completed form for each required treatment orre-treatmentand tihls form mustbe on the Job site to be picked up by the Inspector at time of each inspection or the scheduled inspection W11 fall and a•rednspec#on fee charged. FBC104.2.6Cer#ficateofprotectIveTreatmentforprevendonoftermltes. Aweatherresistantfobsitepostingboaid shall be provided to receive duplicate Treatment certifimtesas each required protective bmbventls completed, providing a copy for the person the permit is Issued to and another copyfor the bullding permit files The Treatment Certificate shall provide the product used, Identity of Me applicatorr tme and date of the treatment; site laration, area treated, chemical used, percent concentration and numberofgallons used, to establish a verifiable record of protective treatment. If the soil Chemical bardermethod for termite prevention Is used, final exterlortmatmentshall be completed prior to final bullding 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. BRAOEN 6 BRAOEN, A. I. A., P. A 97rchilecls & of Tanners 417 COCONUT AVENUE, STUART, FLORIOA 34996 TELEPHONE: [772] 297-825B FAX [772] 2B7-B263 `AAC-000032 St Lucie County Building Department Permit t 1506-0514 RE Address: 110 Mediterranean North To whom it may concern, Please note, the ballard shall be 4". If you have any questions please feel free to call me at (772) 9 Do i : .�.� .. /Sob -only ST. UICTE COUNTY IMILMN'G DMSION REVIFAVED FOR COS IANC REVIEIYEU -- DATE C2 PLANS AND PERM❑ :UST BE KEPI ON JOSAugust 10, 2015 OR NO INSPECTION WILL BE NIADE, WORK THAT. � I 1 BRAOEN 6 BRAOEN, A. I. A., R. A. 927YCh1PeCb & 'Planners 417 CCCCNUT AVENUE, STUART. FLORIOA 34996 TELEPHONE: [772] 267-625B FAX (7721 2B7-B283 #AAC-000032 St. Lucie County Building Department Permit #: 5X os-o 1 RE Address: 110 Mediterranean North 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. 1 . 1.: i"lliiS i ,ICI i•, l' 1 i Braden ATA PA -r RECE!'." D AUG 0 6 2015 July 29, 2015 LA BRADEN A BRADEN, A. I. A., R. A. 9Ircbileck & 91anners 417 COCONUT AVENUE, STUART, FLORIDA 3499B TELEPHONE: (772) 2B7-B25B FAX (772) 2B7-22B3 #AAC-000032 July 29, 2015 St. Lucie County Building Department Permit #:'1506-0541 s1 RE Address: 110 Mediterranean North To whom it may concern, Please note, The concrete strength of the slab shall be 2,500 psi. If you have any questions please feel free to call me at (772) 287-8258. Th o el IL Braden Br on & Braden AU PA DESCRIPTION: BEING ALL 110 MEDITERANEAN NORTH, M OF THE UNRECORDED PLAT OF SPANISH LAKES PHASE 1, OF ST. LUCIE COUNTY, FLORIDA. ABBREVIATIONS: o FFE = FINISHED FLOOR ELEVATION R/W = RIGHT-OF-WAY R = RADIUS OF CURVE L = LENGTH OF CURVE U) - SF = SQUARE FOOT A = DELTA OF CURVE M g1. Ltt ;be Co. , pCi PC SURVEYORS NOTES: 1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE SHOWN HEREON. 2. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE LOCATED UNLESS OTHERWISE SHOWN. 3. THIS SITE LIES WITHIN FLOOD ZONE"X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111CO283 J, EFFECTIVE DATE FEBRUARY 16, 2012. 4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. 5. BEARINGS SHOWN HEREON ARE REFERANCED TO THE CENTERLINE OF MEDITERRANEAN NORTH HAVING AN ASSUMED BEARING OF EAST, ACCORDING TO THE UNRECORDED PLAT OF SPANISH LAKES PHASE 1, OF ST. LUCIE COUNY, FLORIDA 6. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LISCENSED SURVEYOR AND MAPPER. 7. THIS IS A SPECIFIC PURPOSE SURVEY FOR THE PURPOSE OF LOCATION AND ELEVATION OF FORMBOARDS. /-TOP OF BANK PERMIT #: 1Sa 6 - o.S1 `f MEDITERRANEAN BOULEVARD NORTH 20' ASPHALT ROAD ALE: 1"=30' ALEXANDER J. PIAZZA PSM, II TE:10-06-15 Surveying " Mapping " Consulting AWN: CJM*LBf7280 619 SW Blltmore Street Port St. Lucie, Florida 34983 IB NO.: Phone: (772) 340-7770 15-2187 Fax: (772) 340-2250 CORPORATION .dwg, 10/7/2015 2:12:04 PM /ALEXANDfiK J. PIAZ Profemlonal Surveyor & Mapper Florida Certificate No.: 6 p30