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h ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: 15 Permit Number: 5 Gl� - 0 51 q RECER'D JUN 2 6 2 Sc8V Building Permit Application st, �NE0 u61 e Planning and Development Services COunf, Building and Code Regulation Division �y 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential X PERMIT APPLICATION FOR: Building PROPOSED IMPROVEMENT LOCATION: Address: 38 GRANDE VISTA Legal Description: SECTION 26 / TOWNSHIP 36s, RANGE 40e Property Tax ID #: 3414-501-1701-000/9 Site Plan Name: SPANISH LAKES ONE Project Name: Setbacks Front Back: Right Side: \CK LeftSide: NLC\1 DETAILED DESCRIPTION OF WORK: Lot No. 38 Block No. MOBILE HOME REPLACEMENT: SINGLE FAMILY RESIDENCE - 2 BEDROOM / 2 BATH / GARAGE CONSTRUCTION INFORMATION: itiona wor to e e orme under this permit— check a apply: C�✓HVAC UGasTank ❑Gas Piping _Shutters Windows/Doors Z✓ Electric 0 Plumbing ❑Sprinklers Generator Z Roof Total Sq. Ft of Construction: 2,108 Cost of Construction: $ 58,000 S Ft. of First Floor: 2.108 Utilities: Sewer E]Septic Building Height: OWNERAESSEE: CONTRACTOR: Name WYNNE BUILDING CORPORATION Name: MATTHEW LYLE WYNNE Address: 8000 SOUTH US HWY. 1 SUITE 402 Company: WYNNE DEVELOPMENT CORPORATION City: PORT ST. LUCIE State: FL Zip Code: 34952 Fax: (772) 878-7656 Phone No. (772) 878-5513 Address: 8000 SOUTH US HWY. 1 SUITE 402 City: PORT ST. LUCIE State: FL Zip Code: 34952 Fax: (772) 878-7656 Phone No. (772) 878-5513 E-Mail: Fill in fee simple Title Holder on next page (if different from the Owner listed above) E-Mail: State or County License: 8898 If value of construction is $2500 or more, a RECORDED Notice of Commencement is required. SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION: DESIGNER/ENGINEER: _ Not Applicable Name: BRADEN B BRADEN. MORTGAGE COMPANY: Name: x Not Applicable Address: 417 COCONUT AVE. Address: City: STUART State: FL Zip: 34996 Phone: V72)287-e25e City: Zip: Phone: State: FEE SIMPLE TITLE HOLDER: x Not Applicable Name: BONDING COMPANY: Name: _Not Applicable Address: Address: City: City: Zip: Phone: Zip: Phone: I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the s bject structure which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restri t or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which m y apply. In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform th work in accordance with the approved plans, the Florida Building Co es and St. Lucie County Amendments. The following building permit applications are exempt from ndergoing a full concurrency review: room additi ns, accessory structures, swimming pools, fences, walls, sign , screen rooms and accessory uses to another non-r sidential use WARNING TO OWNER: Your failure to Record Notice of Commencement may result in your ying twice for improvements to your propert . A Notice Commencement must be recorded d pos don the jobsite before the first inspection. If ou intend obtain financing, consult with I r an a orney before commencing work or reco our ice of Commencement. Signatu�eof'Ow A ent Lis` SignaiureofC racto ense1Ho18er STATE OF FLORIDA t-t•r STATE OF FLORIDA � COUNTY OF S—. Ctc" COUNTY OF _C C c t The forgoing instrument was acknowledged h*re me The forgoing instrument was acknowledged before me thisLsrday of �/u �z: . 20 1® by this day of Tu �,r 210_�6y '%%WC'LJ C..yGE MYNA.F ///AJ W/ IMJ7mcw LyGIB yNy" (Name of persona acknowledging) (Name of person acknowledging) �nS - /� ►.IJ.QLt f7�'ew] ayt� /VGt,Q�e�,.. t&4_� (Signature of No Public- State of Florida ) 'c (Signature of NotarUublllcyState of Florida ) Personally Known dt c ,1 t- t'o Personally Known ,// R roduced Identification Type of Identificat nd DOROTHV ANN RASx1 Type of Identification ro Uce - o .'• :+. 'S Notary Public - State of Florida '_ .:Mr' oef" ci0. Notary P�Nblic State of Florida Commission No. -' • My COmm(Segfts Oct 2, 2016 Commission No. _ • My Ca:nh? Rires Oct 2, 2016 '•,9rF o,..• Commission # FF 015226 ` r. Bondad '::,±rFF`;' Commission # FF 01 5226 , Thfou h Nalinnal O, dam® mmry nssn. Revised 07/15/2014 REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE INITIALS 0 JOSEPH E. SMITH, CLERK O'. ''E CIRCUIT COURT — SAINT LUCIE COUNT r FILE 4 4084016 OR ROOK PAGE 971, Recorded 06/23/2015 at .2 AM Wlilt RECOROINGGRENRN TO� F PE_RMITNUMBE0.' �' Ile„>, .:., ui.nn ul l,.: r J NOTICE OF COMMENCEMENT no undersigned hereby given notice that improvement will be made so certain « at me pi and in accordance with Chapter 713. Florida starves the following information is provided in the Notice of,ounmencemcm. ],DESCRIPTION OF PROP$RTY (Legal description and sheet address) TAX FOLIO NUM DER:. 3_Q7 4 - 5 01 -1 7 01 - 0 00 9 Span l Sh_...,,., 2. GENERAL DESCRIPTION OF IMPROVEMENT: single family residence 3. OWNER INFORMATION: a. Name wTr no n'i IA;— ocporati'on b.Addess 8000 S. USl, Suite 402, PSL, FL 34952 c. interest in psopeny d. Name and address orfo. simple inieholder (if other uum owner) 4.CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: Wynne Development Corporation 8000 S. U51 Suite 402 PSL FL 34952 772-A7R-RSl1 S. SURETY'S NAME, ADDRESS AND PRONE NUMBER AND BOND AMOUNT: 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: 7 Persons within the State of Florida designated by Owner Section 713 13 (1)(a) T. Florida Stabner NAME, ADDRESS AND PHONE NUMBER( Doug :B g. N addition m M1imsdf or M1crsdL Owner designates the R 713.13 (I)(b), Florida Scorwa: NAME, ADDRESS AND PHONE NUMBER: 9. Eapiration date of notice of commencement (the es ats Bsgnature of Uwaor or Owner's Authorized O ncer/DirecmriTartnerfManager whom notices Brother documents may be served as provided by 201-8418 receive a copy of the Li tnor's Notice as provided in Section data is 1 year from the dam of rmortling unless a differ,.( Jam is HatLhev Lyle Wynne, Vi e-PrPc;dent Print Name and Provide Signamry's TiOdORce S«m of Florida County a( Rr. r sr•ie The foregoing instrument was acknowledged before me this -r Lpa1y °�f ,O�k NC 20�. By Matthew Lyle Wynne s sf IG��FT DFTI i - (Nameofpcoon) / (Typ,,dsa1 Mil,-o.g.Owner, officer, trustee, attorney in fact) Far Wynne Building COC OrdClOn (Name ofpany on behalf of who;. was eucmc) Personally Known 1�/or produced the following type of ID: _ 0040THY ANN BASKIN ,�1 // /j // s•s Nomly Public SIa1e of Ymrida IiDKO-piY 4NA, Agirrd lv(/)t-n rC,br¢ MY ca:nm. fapi2s Be, 2, 2016 (Printed Name of Nonsy Public) (Sig tureof Nal bNc)Commssion Yyf DIS226 Under penalties of perjury, 1 doe a at 1 havered the foregoing and that the facts in it are [Me ro'the best of nipkneGRpdgf"and " 4 belief (section 92.525. Florida al a). , a<..omoumta,.e.a.rt Authorized Offiar/Dirtdor/Partnv/Manager who signed above: STATE OF FLORIDA ST. LUCIE COUNTY THIS IS TO CERTIFY THAT THIS IS A TRUE AND CORRECT COPY T E ORIGIN A 0Cl By' peputy Clerk JUN 2 3 MR Date: JUN 2 3 2015 WYM."' BUILDING CORPORATE' --A 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: 38 Grande Vista Permit # 1506-0519 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, Wynne - V.P. Telephones: Port Saint Lucie (772) 878-5513 Miami (305) 235-3175 Plan Review# ISOt,-I�SIq 2009 INTERNATIONAL '. Date S— ,r xtES`IDENTIAL CODE Valuation. FOR ONE- AND TWO-FAMILY DWELLINGS' Fee:'l /_G6T • ZG ` ,- PLAN REVIEW RECQRD n JURISDICTION �Z7 cST GuClc ��iL (City, Cdunty Townshrp etc:, , BUILDING LOCATION `-� ° - • " ' '" _. (Street eddressy - ' _ , BUILDIRO DESCRIPTION �-- _ t �'� ' T �� ,t {'' � ,j;j�he S y � a �::�i F' t " i L x ° ' � t s � '�` u• 5 .n tt.}h +✓ ,' Nutheralstlicated,m parerltbesls are appNca'ie;cptde sectJbnsro4the 2008'Intdlnallonal Res(denilal Cde The pfarrfrewew,�accopNsh�d "1n�icated irY,thisre�rdlslltmltedlot)osecode,sectib6�speclfic�alty;identifiedherein TBTsrecor eferences'commonly ap:�fimmiecodesectionew-an. due regard for the amount and type of detailed infoirpation whTch.is`typically,found on con`sfructiori documents for one andtwo family dweilinparid,,'. townbau'ses IYdogsrfotrelerenoeallcq¢eprovssionsWhichmaybgaflpliogblataispectf buildfngsThi'sfecdrdtsdeslgnedtobeusedo'gtybythose ; ywboa gip§ edge eaytl capable oiaxercisingpo eta ttu geihenf orhpllance z° CORRECTION LIST Code No. DESCRIPTION Section 1•l� � tv - -ors S i • • ... e e � , . •. • , .,..- • ...... . - • • • ..... ISBN 97B-1-SB001-951-4 • • •• • • • • , 'I III IIIII IIIII II I'llll ll'I Bill• 9 787580 019514 ' INTERNATIONAL e • e o _ CBBECOUNCIC e e • , , ..;. 06/10 i � I CORRECTION LIST Code No. DESCRIPTION Section -2- 1 1 NOTE: Entries to this Plan Review Record that require a field check or inspection of the installation must be coordinated with the inspection phase (R109).of the project. BUILDING PLANNING (Chapter 3) DESIGN CRITERIA [Table R301.2(1)] N/A Two-family dwelling separation (R302.3) Floor live load (Table R301.5) 45 psf INSP Dwelling unit penetrations (R302.4) Roof live load (Table R30137 psf XX N/A Ground snow load psf Dwelling/garage opening/penetration protec- tion (R302.5) Basic wind speed 165 mph' INSP Wind exposure category (R301.2.1.4) G Dwelling/garage fire separation (R302.6) High wind design criteria applicable N/A Under -stair protection (R302.7) (R301.2.1.1) XX Wall and ceiling finishes (R302.9) Seismic design category (SDC) [Figure R301.2(2)] N/A XX Flame spread index (R302.9.1) SDC CB,D provisions (R301.2.2) NIA XX Smoke -developed index Weathering NEGLIGIBLE (R302.9.2) Frost line depth N/A XX Testing (R302.9.3, R302.9.4) Termite area VERY HEAVY Decay area N/A XX Insulation (R302.10) Winter design temperature XX XX Flame spread/smoke-developed Ice barrier underlayment required N/A (R302.10.1, R302.10.2) Flood hazards N/A XX Cellulose loose -fill and exposed FIRE-RESISTANT CONSTRUCTION (R302) attic insulation (R302.10.3, R302.10.4) N/A Exterior walls (R302.1, Table R302.1) XX Testing (R302.10.5) N/A Townhouse separation (R302.2) INSP Fireblocking (R302.11) N/A Continuity and structural INSP Draftstopping (R302.12) independence (13302.2.1, R302.2.4) INSP Combustible insulation clearance (R302.13) N/A Parapets and construction (17302.2.2, R302.2.3) ROOM PLANNING REQUIREMENTS (R303 through R305) Use Area a Width Average ceilin t Minimum ceilin t Natural' light Natural ventilation" Living 120 7'-0" 7'-10" 5'-0" 8% floor area 4% floor area Dining 70 7'-0" 7'-0" 5'-0" 8% floor area 4% floor area Kitchen N.A. N.A. 7-0" 5'-0" 8% floor area 4% floor area Bedroom 70 7'-0" 7'-0" 5'-0" 8% floor area 4% floor area Bathroom N.A. N.A 7'-0" 51-0" 3 square feet 1 t/z square feet See Sections R303.1 & R303.3 for mechanical ventilation and artificial light t 6'-8° min. at plumbing fixtures and for non -habitable basements. XX Required heating (R303.8) SANITATION (R306 and R307) XX Water closet XX Lavatory XX Tub or shower XX Kitchen area with sink XX Sanitary sewer (Chapter 30) N/A Private disposal (Appendix /) GLAZING (R308) INSP Identification (R308.1) N/A Louvered windows or jalousies (6308.2) INSP Human impact loads/hazardous locations (R308.3, R308.4) N/A Skylights and sloped glazing (R308.6) -3- BUILDING PLANNING (cont'd.) GARAGES AND CARPORTS (R309) XX Floor surface noncombustible; sloped floor (R309.1) N/A Carport: open two sides; noncombustible floors; sloped floor (R309.2) INSP Automatic garage door opener (R309.4) EMERGENCY ESCAPE AND RESCUE OPENINGS (R310) XX Where required (R310.1) INSP Areas, height, width, operations (R310. 1.1 - R310.1.4) N/A Window wells (R310.2) N/A Bars, grilles, covers and screens (R310.4) N/A Under decks and porches (R310.5) MEANS OF EGRESS (R311) XX General (R311.1) XX Egress door (R311.2) XX Landings at exterior doors (R311.3 - R311.3.3) N/A Vertical egress (R311.4) N/A Construction and attachment (R311.5) XX Hallways (R311.6) N/A Stairway width, headroom, walkline (R311.7.1 - R311.7.3) N/A Stairway treads, risers profiles (R311.7.4 - R311.7.4.3) N/A Stairway landings and walking surfaces (R311.7.5, R311.7.6) N/A Handrails required (R311.7.7) N/A Handrail height, continuity, grip -size (R311.7.7.1 - R311.7.7.3) N/A Stairway illumination (R303.6, R311.7.8) N/A Special stairways (R311.7.9) N/A Ramp slope, landings, handrails (R311.8) GUARDS (R312) N/A Required for open -sided surfaces, stairs, ramps and landings > 30" above floor/grade (R312.1) N/A Height - 36" (R312.2) N/A Opening limitations (R312.3) AUTOMATIC FIRE SPRINKLER SYSTEMS (R313) N/A Townhouses(R313.1) N/A One- and two-family dwellings (R313.2) SMOKE ALARMS (R314) INSP Referenced standards (R314.1, R314.2) INSP Location and interconnection (R314.3) XX Power source (R314.4) CARBON MONOXIDE ALARMS (R315) XX New construction (R315.1) N/A Existing construction (R315.2) INSP Referenced standard (R315.3) FOAM PLASTIC (R302.8, R316) N/A Labeling (R316.2) N/A Surface burning, thermal barrier, specific approval (R316.3 - R316.7) DECAY AND TERMITE PROTECTION (R317 and R318) XX Protection required (Table R301.2(1), R317.1, R318.1) INSP Quality mark (R317.2 and R318.1.1) SITE ADDRESS (R319) INSP Address numbers (R319.1) ACCESSIBILITY (R320) N/A Type B dwelling units applicable (R320.1) ELEVATORS/PLATFORM LIFTS (R321) N/A Referenced standards (R321.1- R321.3) FLOOD -RESISTANT CONSTRUCTION (R322) N/A General (R322.1) N/A Hazard area and requirements (R301.2.4, R309.3, R322.2, R322.3) N/A Design professional (R322.3.6) STORM SHELTERS (R323) N/A General and referenced standard (R323.1) -4- FOUNDATIONS (Chapter 4) MATERIALS (R402) N/A Concrete foundation walls (R404.1.2) N/A Wood foundations (R402.1) N/A Wall height, unbalanced backfill, nominal XX thickness (Tables R404.1.2(2) - Concrete, compressive strength (R402.2) R404.1.2(8), R404.1.5.2] FOOTINGS (R403) N/A Horizontal and vertical reinforcement size and XX spacing (Tables R404.1.2(1) - R404.1.2(8), Soil bearing value (R401.4, R403.1) R404.1.2.2, R404.1.2.3.7] XX Footing width (see page 5) N/A Stay -in -place forms (R404.1.2.3.6.1) XX Footing edge thickness = 6" minimum; footing N/A SDC C and D provisions (R404.1.2.4, projection = 2" minimum, but <_ footing R404.1.4) thickness (R403.1.1) N/A Height above finished grade (R404.1.6) N/A Footings in SDC C or D (R403.1.2, R403.1.3 and R403.1.6.1) N/A Sill plate size (R404.3) INSP Depth below (outside) grade = 12" minimum; N/A Precast concrete foundation walls (R404.5) but below frost line except for frost pro- N/A Drains required if habitable or usable spaces tected footings.(R403.1.4, R403.1.4.1 and are below grade' (R405) R403.1.4.2) N/A N/A Sill plate bolting in concrete/masonry = t/2" di- N/A Soil class (Table R405.1) ameter bolts, within 12" but not less than 7 Dampproofing if basements are below grade' bolt diameters from corner, 7" embedment (R406.1) (R403.1.6) N/A Waterproofing if high water table` (R406.2) INSP Footings adjacent to slopes (R403.1.7) N/A ' If uninhabitable, see Under -Floor Space (R408) Frost protected shallow foundations (R403.3) N/A Footings for precast concrete foundation COLUMNS (R407) N/A (R403.4) Protection from decay or corrosion (R407.1 and R407.2) FOUNDATION WALLS (R404 - R406) N/A Structural requirements (R407.3) N/A Masonry foundation walls (R404.1.1) N/A Anchorage (R407.3) N/A Wall height, unbalanced backfill, nominal thickness [Tables R404.1.1(1) - N/A Wood columns (minimum 4"square) (R407.3) R404.1.1(4), R404.1.5.11 N/A Steel columns minimum 3" diameter, Sched- N/A Reinforcement size and spacing ule 40 pipe) 007.3) [Tables R404.1.1(2) - R404.1.1(4)] TABLE R403.1 miwim m winTFi flP rnhjr RPTP ORPCAST np rsn QnnlW CIl11TItJGc 6n.6ec\a LOAD -BEARING VALUE OF SOIL sf 1,500 2,000 3,000 � 4 000 Conventional Ii ht—frame construction 1-sto 12 12 12 12 2-story 15 12 12 12 3-story 23 17 12 12 4-Inch brick veneer over light frame or 8-inch hollow concrete mason 1-story12 12 12 12 2-story 21 16 12 12 3-story 32 24 16 12 8-Inch solid or full routed masonry 1-sto 16 12 12 12 2-story 29 21 14 12 3-story 42 32 21 16 For SI: 1 inch = 25.4 mm, 1 pound per square foot = 0.0479 kPa a. Where minimum footing width is 12 inches, a single wythe of solid or fully grouted 12-inch nominal concrete masonry units is permitted. -5- UNDER -FLOOR SPACE (R408) N/A Ventilation (R408.1 and R408.2) N/A Unvented crawl space (R408.3) N/A Access (R408.4) FOUNDATIONS (cont'd.) N/A N/A N/A FLOORS (Chapter 5) WOOD JOISTS AND GIRDERS (R502) N/A Species and grade (R502.1) N/A Joists — Sleeping areas, LL = 30 psf [Table R502.3.1(1)] N/A Joists — Nonsleeping areas, LL = 40 psf [Table R502.3.1(2)] N/A Cantilevered joists (Tables R502.3.3(1) and R502.3.3(2)] N/A Girder spans and header spans for exterior bearing walls [Table R502.5(1)] N/A Girder spans and header spans for interior bearing walls [Table R502.5(2)] N/A Joists under bearing partitions (R502.4) N/A M N/A N/A N/A N/A N/A Bearing (1.5" minimum on wood or metal; 3" on masonry or concrete) and lapped joists (3") (R502.6, R502.6.1) Lateral restraint and bridging (R502.7, R502.7.1) Drilling and notching (R502.8) Fastening (R502.9) Framing of openings (R502.10) Wood trusses (R502.11) Draftstopping (R502.12) LUMBER FLOOR SHEATHING (R503.1) N/A Allowable span (Table R503.1) N/A End joints (R503.1.1) WOOD STRUCTURAL PANEL SHEATHING (R503.2) N/A Grade (R503.2.1) N/A Thickness (R503.2.1) N/A Allowable spans (Tables R503.2.1.1(1) and R503.2.1.1(2)] N/A Installation [Table 602.3(1)] Removal of debris (R408.5) Finished grade (R408.6) Flood resistance (R408.7) PARTICLEBOARD UNDERLAYMENT (R503.3) N/A Grade (R503.3.1) N/A Thickness (R503.3.2) N/A Installation (Table R602.41)] TREATED -WOOD FLOORS (ON GROUND) (R504) N/A Base course: 4" thick with maximum 3/4' gravel or 1/2" crushed stone (R504.2.1) N/A Moisture barrier: placed over base course (R504.2.2) N/A Materials (R504.3) STEEL FLOOR FRAMING (R505) N/A Cold -formed steel; applicability limits; in -line framing (R505.1) N/A Structural framing (R505.2) N/A Material (R505.2.1) N/A Identification (R505.2.2) N/A Corrosion protection (R505.2.3) N/A Fastening (R505.2.4) N/A Floor construction (R505.3) CONCRETE FLOORS (ON GROUND) (R506) XX Thickness: 31/2" minimum; Concrete strength (R506.1) XX Support: prepared subgrade; maximum earth fill = 8"; maximum sand or gravel fill = 24" (R506.2.1) XX Base course: 4" graded with 2" maximum aggregate (R506.2.2) INSP Vapor retarder (R506.2.3) INSP Reinforcement support (R506.2.4) 14 WALL CONSTRUCTION (Chapter 6) GENERAL(R601) XX Design (R601.2) XX Component and cladding wind loads Fable R301.2(2)] N/A Vapor retarders (R601.3) WOOD CONSTRUCTION (R602) XX Construction (Figures R602.3(1) and R602.3(2)] INSP Stud grade (R602.2) N/A Exterior walls (R602.3) XX Stud spacing [R602.3.1, Table R602.3(5)] N/A Interior load -bearing walls (R602.4) XX Interior nonbearing walls: 2" x 3" at 24" o.c. or 2" x 4" flat at 16" o.c. (R602.5) INSP Drilling and notching — studs (R602.6) INSP Drilling and notching — top plate (R602.6.1) INSP Headers (Tables R502.5(1), R502.5(2), R602.7.2 and Figure R602.7.2] INSP Fireblocking (R602.8, R302.11) INSP Cripple walls (R602.9) N/A Wall bracing, braced wall lines, lengths, connections, support and joints (R602.10, R602.10.1, R602.10.3, R602.1a6- R602.10.8) N/A gracing based on wind speed [Table R602.10.1.2(1)] N/A gracing based on SDC (Table R602.10.1.2(2)] N/A Intermittent bracing methods (R602.10,2, Table R602.10.2) N/A Continuous sheathing (R602.10.4, R602.10.5) N/A gracing for SDC C and D (R602.10.1.4.1, R602.10.1.5, R602.11) N/A Wall bracing for stone and masonry veneer (R602.12) STEEL WALL FRAMING (R603) N/A General (R603.1) N/A Structural framing (R603.2) N/A Material (R603.2.1) N/A Identification (R603.2.2) N/A Corrosion protection (R603.2.3) N/A Fastening (R603.2.4) N/A Wall construction (R603.3 - R603.5) N/A Headers (R603.6) N/A Studs, tracks and structural sheathing (R603.7 - R603.9) SHEATHING (R604 and R605) N/A Wood structural panels (R604) N/A Particleboard (R605) MASONRY CONSTRUCTION (R606 - R610) XX General design (R606) N/A SDC C and D (R606.12) XX Unit masonry (R607) N/A Multiple wythe masonry (R608) XX Grouted masonry (R609) N/A Glass unit masonry (R610) EXTERIOR CONCRETE WALL CONSTRUCTION (R611) N/A Applicability (R611.2) N/A Concrete wall systems (R611.3) N/A Stay -in -place forms (R611.4) N/A Materials, construction details (R611.5 - R611.10) EXTERIOR WINDOWS & DOORS (R612) XX General; window sills; performance; testing and labeling (R612) STRUCTURAL INSULATED PANEL WALL CONSTRUCTION (R613) N/A Applicability (R613.2) N/A Materials (R613.3) N/A Wall panels, construction details (R613.4 - R613.10) -7- WALL COVERING (Chapter 7) INTERIOR WALL COVERING (R702) Plaster material (R702.2) Plaster support (R702.2.3) XX Gypsum board material (R702.3.1) INSP Gypsum board support, application and fastening (R702.3.2 - R702.3.8) XX Ceramic the (R702.4) Other finishes (R702.5 and R702.6) EXTERIOR WALL COVERING (R703) XX Water -resistive barrier (R703.2) Wood siding (R703.3) Attachment and minimum thickness (Table R703.4) Wood shakes and shingles (R703.5) XX Exterior plaster (R703.6) Stone & masonry veneer (R703.7 & Figure R703.7); Steel angle lintels-4" minimum bearing each end (R703.7.3) Veneer ties: #9 U.S. gage wire or #22 U.S. gage by Y." corrugated metal; 24" o.c. maximum horizontal spacing; 2.67 square feet maximum area supported (wind > 30 psf and SDC C or D, maximum area = 2 square feet) (R703.7.4.1) Flashing (R703.7.5 and R703.8) Exterior insulation and finish systems (R703.9) Fiber cement siding (R703.10) Vinyl siding (R703.11) ROOF -CEILING CONSTRUCTION (Chapter 8) GENERAL (R801) XX Design (R801.2 and R801.3) XX Component and cladding wind loads [Table R301.2(2)] ROOF FRAMING (R802) N/A Fire -retardant -treated wood (R802.1.3) N/A Framing details (R802.3) N/A Rafter tie (R802.3.1) N/A Collar ties (4' o.c., in upper third of attic) (R802.3.1) N/A Purlins (2" x 4" at 4' o.c. minimum) (Figure R802.5.1, R802.5.1) INSP gearing (R802.6) INSP Cutting and notching (R802.7) INSP Engineered wood products (R802.7.2) INSP Lateral support and bridging (R802.8) INSP Framing of openings (R802.9) XX Wood trusses (R802.10) INSP Roof tie -down (R802.11) CEILING JOISTS [Tables R802.4(1), R802.4(2)] N/A Without attic storage, LL = 10psf N/A With attic storage LL = 20psf N/A Spacing N/A Species N/A' Grade N/A Span N/A Size RAFTERS [Tables R802.5.1(1) - R802.5.1(8)] N/A Ground snow load/LL = 20psf N/A Controlling design (LL or snow) N/A Ceiling not attached/ceiling attached N/A Spacing N/A Species N/A Grade N/A Span N/A Size N/A H,/HR; Adjustment factor ROOF SHEATHING (R803.2) XX Grade XX Thickness N/A FRTW allowable stresses/grading XX Allowable spans [Table R503.2.1.1(1)] INSP Installation (R803.2.3) 0 t ROOF -CEILING CONSTRUCTION (cont'd.) STEEL ROOF FRAMING (R804) N/A General (R804.1) N/A Structural framing (R804.2) N/A Material (R804.2.1) N/A Identification (R804.2.2) N/A Corrosion protection (R804.2.3) N/A Fastening (R804.2.4) N/A Roof construction (R804.3) N/A Roof tie -down (R804.3.9) ROOF VENTILATION (R806) XX Ventilation requirements (R806.1 - R806.4) ATTIC ACCESS (R807) XX Access requirements (807.1) ROOF ASSEMBLIES (Chapter 9) ROOF CLASSIFICATION (R902) XX Roof covering materials (R902.1) WEATHER PROTECTION (R903) INSP Flashing (R903.2) N/A Coping (R903.3) N/A Roof drainage (R903.4) N/A Hail exposure (R903.5) MATERIALS (R904) XX Compatibility; specifications; physical characteristics; identification (R904.2 - R904.4) REQUIREMENTS FOR ROOF COVERINGS (R905) N/A Asphalt shingles (R905.2) N/A Clay and concrete tile (0905.3) N/A Metal roof shingles (R905.4) N/A Mineral -surfaced roll roofing (R905.5) N/A Slate and slate -type shingles (R905.6) N/A Wood shingles (R905.7) N/A Wood shakes (R905.8) N/A guilt -up roofs (R905.9) XX Metal roof panels (R905.10) N/A Modified bitumen roofing (R905.11) N/A Thermoset single -ply roofing'(R905.12) N/A Thermoplastic single -ply roofing (R905.13) N/A Sprayed polyurethane foam roofing (R905.14) N/A Liquid -applied coatings (R905.15) ROOF INSULATION (R906) N/A General (R906.1) REROOFING (R907) N/A Materials and.methods (R907.1) N/A Structural support (R907.2) N/A Recover vs replace (R907.3) CHIMNEYS AND FIREPLACES (Chapter 10) MASONRY FIREPLACES (R1001) N/A Construction (Figure R1001.1 and Table R1001.1) N/A SDC D reinforcing/anchorage (R1001.3 and R 1001.4) N/A Firebox walls and dimensions (R1001.5 and R1001.6) N/A Steel fireplace units (R1001.5.1) N/A Lintel (noncombustible) (R1001.7) N/A Hearth extension material (R1001.9) N/A Hearth extension (R1001.10) N/A Fireplace clearance (R1001.11) N/A Fireblocking (R1001.12) MASONRY CHIMNEYS (R1003) N/A Construction (Table R1001.1, R1003.2, R1003.3, and Figure R1001.1) N/A Corbeling (R1003.5) 0 CHIMNEYS AND FIREPLACES (cont'd.) N/A Changes in dimension (R1003.6) N/A Chimney clearance (R1003.18) N/A Additional load (R1003.8) N/A Fireblocking (R1003.19) N/A Termination (R1003.9) N/A Chimney crickets (R1003.20) N/A Spark arrestors (R1003.9.1) FACTORY -BUILT FIREPLACES (R1004) N/A Wall thickness; z 4" (R1003.10) N/A Listed and labeled (R1004.1) N/A Flue lining - material/installation (R1003.11 N/A Installation (R1004.2) and R1003.12) N/A Multiple flues (R1003.13) FACTORY -BUILT CHIMNEYS (R1005) N/A Flue area (appliance) (R1003.14) N/A Listed and labeled (R1005.1) N/A Flue area (masonry fireplace) (R1003.15) N/A Installation (R1005.3 and R1005.4) N/A Inlet (R1003.16) EXTERIOR AIR SUPPLY (R1006) N/A Cleanout opening (R1003.17) N/A Intake size (R1006.2, R1006.4) ENERGY EFFICIENCY* (Chapter 11) XX Compliance; material and equipment XX Building envelope (N1102) (N1101.2, N1101.3) XX Mechanical systems (N1103) XX Climate zone (Table N1101.2) 'See energy conservation plan review record MECHANICAL (Chapters 12-23) INSP Appliance labeling (101302, M1303) N/A Chimney and vent location and terminations INSP Appliance access (141305, M1401) (Chapter 10 and Chapter 18) INSP XX Special fuel -burning equipment (Chapter 19) Appliance installation (M1307) N/A XX Boilers/water heaters (Chapter 20) Heating and cooling equipment; heating N/A and cooling load calculations (Chapter 14) Hydronic piping (Chapter 21) XX Exhaust systems (Chapter 15) N/A Special piping and storage systems XX Duct Duct systems (Chapter 16) N/A Solar systems (Chapter 23) NA Combustion air (Chapter 17) INSP Penetrations of fire -resistance rated assem- blies (R302.4, R302.5) FUEL GAS (Chapter 24) N/A Application (G2401.1) N/A Clearances (G2409) N/A General regulations (G2404) N/A Electrical and electrical bonding (G2410, N/A Appliance location (G2406) N/A G2411) N/A Air requirements (G2407) Pipe sizing (G2413) N/A N/A Piping materials (G2414) Installation (G2408) -10- FUEL GAS (cont'd) Piping installation (G2415 and G2419) Venting (G2426 - G2429) Piping support (G2418 and G2424) Misc appliances (G2423, G2425, G2430 - G2453) Valves, controls, connections (G2420, G2421 and G2422) PLUMBING (Chapters 25-33) INSP Water service location and depth (P2603, N/A Sprinkler coverage P2604) (P2904.2.4) INSP Sanitary and storm sewer location and depth N/A Piping materials (P2904.3) (P2603, P2604) N/A INSP Flow rates (P2904.4.1, Piping support (Table P2605.1) P2904,4,2) INSP Listed plastic materials (P2608) N/A Water supply capacity INSP Plumbing fixtures (Chapter 27) (P2904.5.2) INSP Water heater size and location (Chapter 28) N/A Pipe sizing (P2904.6) N/A Water supply and distribution system design XX Drain, waste and vent pipe sizing and riser and calculations (Chapter29) diagram (P3004, P3005, Chapter3l) N/A Dwelling unit fire sprinkler systems (P2904) N/A Sumps and ejectors (P3007) N/A NFPA 13D system (P2904.1) N/A Backwater valves (P3008) N/A Temperature rating N/A Fixture traps (P3201) (P2904.2.1, P2904.2.2) N/A Storm drainage (Chapter 33) N/A Freezing protection N/A Penetrations of fire -resistance rated assem- (P2904.2.3) blies (R302.4, R302.5) ELECTRICAL (Chapters 34-43) INSP Penetrations of fire -resistance rated assem- INSP Wiring methods (Chapter 38) INSP blies (E3402.2) INSP Required lighting and receptacle outlets Listed and labeled materials (E3403) (E3901, E3903) XX Service equipment and location (E3405, INSP Ground -fault and arc -fault circuit -interrupter E3601, E3606) protection (E3902) XX Service size and load calculations (E3602) INSP Devices and lighting fixtures (Chapter 40) XX Available fault current (E3606) INSP Appliance installation (Chapter41) XX System grounding (E3607) N/A Swimming pools (Chapter 42) XX Required branch circuits (E3703) N/A Class 2 remote -control, signaling and power-lim- XX ited circuits (Chapter 43) Feeder requirements and load calculations (E3704) MANUFACTURED HOUSING USED AS DWELLINGS (Appendix E) N/A Provisions adopted (R102.5) N/A Compliance with Appendix E verified -11- RADON CONTROL MEASURES (Appendix F) N/A Provisions adopted (R102.5) N/A Compliance with Appendix F verified SWIMMING POOLS, SPAS AND HOT TUBS (Appendix G) N/A Provisions adopted (R102.5) N/A Compliance with Appendix G verified PATIO COVERS (Appendix H) N/A provisions adopted (R102.5) N/A Compliance with Appendix H verified PRIVATE SEWAGE DISPOSAL (Appendix 1) N/A provisions adopted (R102.5) N/A Compliance with Appendix I verified EXISTING BUILDINGS AND STRUCTURES (Appendix J) N/A Provisions adopted (R102.5) N/A Compliance with Appendix J verified SOUND TRANSMISSION (Appendix K) N/A Provisions adopted (R102.5) N/A Compliance with Appendix K verified HOME DAY CARE—R-3 OCCUPANCY (Appendix M) N/A Provisions adopted (R102.5) N/A Compliance with Appendix M verified -12- RECEIVED SUN 2 6 2015 c St. Lucie County Building'& Zoning �• 2300 Virginia Ave Fort Pierce, FL 34982 BUILDING PERMIT SUB -CONTRACTOR SUMMARY. Wynne Building Corporation will be using the following sub-contractorsfor'lhe (Company/Individual Name) projectlocated at (Street address or Property Tax ID #) It is understood that if there is any change of status regarding the participation of any of the sub -contractors listed below, I will immediately advise'the Building and Zoning Department of St. Lucie County. Trade Name of Company/Contractor St. Lucie County/ State of Florida License Number' Electrical S & W Electric, Inc. 2045 ER0009416 Plumbing Lindquist Plumbing & Supply Co. 19150 CFC057672 HVAC/ Comfort Control of St. Lucie 8288 Mechanical CAc024379 Roofing Treasure Coast Roofing, LLC 19496 RC29027087. Gas 6 TtiICE i�3St.OTT PERMIT ISSUE DATE: NUMBER: 11/19/2014 10:28 7728787656 WYNNE BUILDING CORP PAGE 03/03 n"Civ�u JUIY z li Z015 PERMIT # ISSUE DATE PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 2045 State of Florida Certification Number of aypumwe): F.R 0 D 0 q 41 6 agreed to be the Flactrical Sub -contractor for Wynne Development Corp. ('type of Trade) . (Primary Contractor) For the project located at It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St Lucie County by filing a Change of Sub-obntractor notice. (Form: SLCCDV (No, 004-00) BUSINESS QUALIFIER (Name of the individual shown on the Contractor's License) NOTARIZED SIGNATURES ARE REQUIRED Business Name: S&W Electric Address: 501 W. Coker Rd. City/State/Zip: Fnrt Piarce,_FL 34945 Phone: (772) 464-6466 email: Z. Lawrence Stubbs SIGNATURE. PRINT NAME t STATE OF FLORIDA, COUNTY OF r • Lu ( ( I U IT DATE THE FOREGOING INSTRUMENT \WAS SIGNED BEFORE ME THIS a' DAY OF �� 20 \S BY 1 i iJY�C _ V WHO IS PERSONALLY Nt;NOWN _ f OR HAS PRODUCED IDENTIFICATION. � � '��� / "dLITIM SLCPDS:12/16/2013 (STAMP) LAURAR.CUBBEDGE .. Commission # EE 209915 '. Expires October 21, 2016 %.9„p�t49e� WdWT uTm7Fa�h�eoo &M19 04/15/2015 10:55 7728787656 WYNNE BUILDING CORP PAGE 02/02 RECEIVED JUN 2 61015 PERMIT # ISSUE DATE rayY PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BTnLDBVG PERIrI(Ix SUBCONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 2 F; a n 1 State of Florida Certification Number (if epplic.blc): CFC1428458 J Lpdguist Plumbing have agreed to be the (Company Name/Individual. Name) Plumbing Sub-contmctorforWynne Development Corp. (Type of Trade) (Primary Contractor) 'For the project located at (Preicct Strect V \~ or Property Tax lb #) 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 QUALYFI R (Name of the Individual sbown on the Contractor's License) NOTARIZED SXGN.ATITR ES ARE REQUIRED Business Name: Lindquist Plumbing Address: 38$ Snppd Rd. pity/Stadzip: port pia,- A, FI 7dR45 Pbone: (777) ¢F1_79F9 email: Wade Ca -;A SIGNATURE PRINT NAME DATE STATE OF FLORIDA, COUNTY OF ST- " G! THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS oZ.3 DAY OF �Lf NC 20 I J BY _ (il) t b E CAS E WHO IS PERSONALLY KNOWN ✓ OR HAS PRODUCED AS IDENTIFICATION. (STAMP) SIGNATURE OPINOTARY PUBLIC PRINT NAME OF NOTARY PUBLIC DOROTHY ANN BASKIN Notary Public - State of Florida ` My Comm. Expires Oct 2.2016 :•. %a e; Commission M FF 015228 Bonded Through National Notary Men. SLCPDS: 12/16/2013 ��.<.,<u1a u�.ii rr�oraraoa WYNNL BUILDING CORP PAGE e2/02 RECU.Ic-D JUN'2 610Z PERMIT# ISSUE DATE PLANNING & DEVELOPMENT SERVICF Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT i St. Lucie County Contractor Certification Number: 2 2 R S State of Florida Certification Number (If applicable): CACO24379 Comfort Control of St. Lucie County, Inc. (Company Name/Individual Name) air conditioning (Type of Trade) For the project located at have agreed to be the Sub -contractor for Wynne Development Corp. (Primary Contractor) (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by filing a I Change of Sub -contractor notice. (Form: SLCCDv (No. 004-00) i BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) NOTARIZEDSIGNA-[1URES.AREREQUXRED Business Name: Comfort Control of St. Lucie County, Inc. Address: 1901 Ailt;mnra St City/State/Zip: Port St. 'Lucie. FL. 34983 Phone: _ 17771 7-!i"R on n email: _ j}�rry Zi mmPYI(lart U Z A PRINT 1NAME DATE COUNTY OF !att • L1l C 1 P_ THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS_A� DAY OF , 20 i� BX (P ll�L'tw�mec ry>ctt� WHO IS PERSONALLY MOWN Y OR HAS PR DUCED Amp & SIGNATUR F NOTARY PUBLIC SLCPDS: 12/16/2013 AS IDENTIFICATION. (STAMP) PRINT NAME OF NOTARY PUBLIC i i ��� NWary Public Stote WFloriea Tracey R Mescela My Commieslon EE 193340 or Expires 04l26/2018 04/15/2015 10:53 7;28787\ WYNNE BUILDING C PAGE 02/02 RECEIVED JUN'2 6 20b PERMIFF 0 ISSU'e DATE PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERwrr SFB-CONTRACTOR AGREEIVIENT St, Lucie County Contractor Certification N rmber: State of Florida CertificationNumber (If eppbc�bla). Treasure Coast Rdof i ng LLG have agreed to be the (Company Nam ellnd1Adual Name) RODin° _ Sub-contractOr for Wynne Development Corp (Type of Trade) 2 (Primary Contractor) For the project located at tooress or I't AV */ 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 Ming a Change of Sub -contractor notice, (Form: SLCCD'V (No. 004-00) BUSINESS QUALIFIER (Name ofthe Individual shown oo the Contractor's License) NOTARIZED SIGNATURES ARE REQUIRED Business Name: Tre &i o st ROOfin LLC Address: 71 1 5 Hi 1 more,at,— City/Staza/2ip: ort 51 FL 34584 Phone: 17721 343-8308 email: f Brian Kal.oney Sir .& — — PRINT NAME DATE STATE OF FLORIDA, t:OUNTY OF �T• c TIME FO/REE,GgO�ING,INSTRUMENI WAS SIGNED BEFORE NIB THIS oZ3 DAY OF ZU/�[ LJC p N _ WHO IS PERSONALLY KNOWN t/ PRODUCED -- OR HAS AS IDENTIFICATION. L:iQ �,2a?*f hNni /JRSCr,a (STAMP) SIGNATURE PRINT NAME OF NOTARY PUBLIC $LCPDS: 12/16/2913 DOROTHY ANN BASKIN Notary Public . State of Florida ;• , -€ My Comm. Expires Oct 2, 2016 y �� 2Assn. ""�%�I IX Bonded Through Na on1 No Notary RECEIVED JUN 2 6 2015 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:3% Q C., \a N `q4Z5 Part of 3414-501-1701-000/9; Section 26, Townshio 36s s Range 40C (Tax ID/Legal descriptiOR/Address) , for which .I have applied to St. Lucie County for a Final Development this Final Development Permit, BP Number , I acknowle the above described property, and in accordance with Section 7.04.01(. Land Development Code, I shall be responsible for assuring adequate immediate community WILL NOT be adversely affected. I further granting this permit for the development of this property, St. Lucie Co nor liable to provide for, or maintain in any form, adequate�inage :f will not adversely affect the immediate community. , /� Matthew Lyle Wynne emit. In accepting 7rai thatasownerof St. Lucie County nage so that the cknowledge that in tyis neither obliged my property which Property Owner Name ro erGy Owner $ gnature Date STATE OF FLO RiOA. COUNTY OF S t . Luc i e i ACKNOWLEDGED BEFORE ME THIS 1s DAY OF _..1 u "ft , 20-ZJ/ BYMatthew Lyle Wynne WHOISPERSONALCYKNOWN Tn_MEORWHO HAS PRODUCCO N� SIGNATURE OF N TARY NOTARY PUBLIC TITLE IDENTEFICATION. I�a eoTl-f � 14.•r,`� A3A-3 K r a TYPE OR PRINT NAME OF NOTARY .pgpm9 DOROTHY ANN BASKIN OP i Notary Public -Slate of Florida My Co;nnn. Expires Oct 2, 2016 Commission # FF 015226 ` ...... ° Bonded Through National Notary Assn. %' BRAOEN A BRAOEN, A. 1. A., R. A. 97rchitecls & 'Planners 417 COCONUT AVENUE. STUART. FLORIOA 3499B TELEPHONE: (772] 287-8258 FAX (772) 2B7-B2B3 *tAAC-000032 St. Lucie County�Building Department Permit # ? 051-9 RE Address: 38 Grande Vista 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. .�i Braden RECEI1.."D AUG 0 6 205 July 29, 2015 BRAD EN 6 BRADEN, A. I. A., P. A. -Irchrlecfs & (P lanners 417 COCONUT AVENUE, STUART, FLORIOA 34996 TELEPHONE: (772) 287-9259 FAX (772] 287-B2B3 ##AAC-000032 July 29, 2015 St. Lucie County —Building Department Permit * ROJ55191 RE Address: 38 Grande Vista 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. Nor -Nor 4 Planning & Development Services Building & Code Regulation Division 230o Virginia Ave - Fort Pierce, Fl. 30132 772462-2172 Fax772-462-6443 CERTIFICATE OF TERMITE TREATMENT CONSTRUCTION SOIL TREATMENT PERMIT #= JOB ADDRESS: fo v+ BUILDER/CONTRACTOR: Lad, a. n U PEST CONTROL CONTRACTOR;_ae PEST CONTROL LICENSE •#: E+ k We, the undersigned, hereby certify that we have pretreated the above described construction for subterranean termites in accordance wi theL standards of the Natlona Pest Control Association. o Square Peet if area vested: 350 S/j �30 �P Chemicals used: to Sty 11 %Q-� Percentage of solution: J 06 Total gallons used: / Date of Treatment: 3 14 �4 1'6 — _Footing 1`0 Treatment �Re-Treat _Driveway 'K Treatment C / Treat �` Other a�i D _SR Treavnent _Re -Treat Time of Treatment: 9` 51 _Slab _ _11 Treatment —Re-Treat „Pools ' _V1Treatment _Re -Treat Perimeter for Firto Inspectionrl sp � Signature of E.xtermin r Note. There must be a completed form foreach required treatment orre-Umbnentand th,&-form mustbe on the job site to be pidked up by the Inspector at time of each inspeaYon or the scheduled Inspeeflon will fall and a•rsJnspecb'ob fee charged FBC104.2.6 Certiffrate of Porte ve Tieafimntforpreventfon afterm&& A weather resistantjobslte posdrrg board shall be ptov/ded to receiveduplimte Treatment avVfkates as eadh required prubBcbve bi abnentis completed, providing copy for the person the permit is issued tnand another copy for the building permit files The Treatment Ceffiftteshall provide the product used, Identity of the applicator, h'me and date of the taaVwt •s/te lotatan, area treated, chemirai used, percent concentration andnumbnrofgallons used, to establish a vedfiable record of protec" treatment. If the soil chemical baniermethod for termite prevention Is used; final a t lbr treatment shall be cvn p*tedpriarto 8na1 budding approval. St Lucie County requires for the final Inspection for CO, a Permanent stidcertoo be placed on the electrical panel box cover, listing all the treatments and dates of appO. •1... ..Vl� IV. iV IILV IVI!y i WTIV� wl1 wklvj I,II,:`. 1 rAM trL/ 0C GO.0 rJ'�T Y•� > St. Lucie County Building & Zoning Department 2900 VWWa Avenue Fvrtrime, FL 3498Z 772462.2165 Fax 772-462.6443 Request for 30-Day Temporary Power Release Date \`` Propem Address: PermdtNtmlber• \�U� !1 THE UNDERSIGNED HEREBY REQUEST RELEASE OF ELECTRICAL. POWER TO iIE ABOVE DESCRIBED PROPERTY, FOR A PERIOD NOT TO EXCEED THIRTY (30) D LYS, FOR TOE PURPOSE OF TESTING SYSTEMS AND EQUIPi W" IN PREPARATION FOR AL INSPECTION. IN CONSIDERATION OF APPROVAL OF TIE REQUEST WE IWRM Y ACKNOWLEDGE AND AGREE AS FOLLOWS. 1. This temporary power release is requested for the above Stated parpoae only, and there wM be uo oceapl W otany type. other than that pe 7nitted by t onstracdon during this tlmeyeriod. 2. As witaw by ear signa=es, we hereby agree to abide by all term .and conditlons of this agremust, mdadmssnndiag nlvisioa roltq, wbiehir m ted henm by reieream 3. 41 eol0.ditions and requiremertu listed in the atradted docament elsd "Regairemeatsfor 30Day Power for Testitt$'bavebeen fuMed apdthe premise isready for a 4. AO regaests for an WAemfoa beyond 30 duo ==be tmdein vM . to the Banding OtBrial se for the request- Povmr may be removed from the site andloraS Work order issaed if the F has not been approved within 30 days. A fee of Sl�be to Eft the Stop work < WE REREI3X RELEASE AND AGREE THEIR EMPLOYEES FROM ALL LIA WHICH MAY ARISE NOW OR'IN THE ANY DAMAGE WHICH MAY INO ELECTRICAL POWER IN �VE�I 01 ST. LUCIE COVNTx, AND OF ANY TYPE OF Nl OUT O TIM TRANSACTION, INI i TO DISCONNECTION OF LA N OF THUS AGRF)31VENT. RECEIVED APR 119.0�1 RECE! the reason b08-d Z000/ZOOOd L89-1 999L8L8ZLL da00 Buiplin8 euuAM -NOad LZ=80 9Lc Ll-b0 TITAN CONCi�ETE Materials fob Life' g ncrete :1.4i 1'5 IPlant I 1 1\ "Thank your We appreciate your business" _ P'e [� Ticket o. 1-f it ' fl='IifF ,) c E I .V 1 i' I (,?13 Truck €f,IDriver Truck six `3 '7C), Typefab i;S17G11'•1 ( d r customer narh�C)S)Idl'Y 1- lL],ff C:(11+1f fJ_''"F _(.t,`IU, I Zone " /+ ' Taxtt7 `lEi I Customer P.O. no. Orderno. Ei 4. (.?4i:� ITenns code t1Charge'delivered 3-COD.' Time due; l:'l };f .1 .' , ,1-Charge F.O.B. 4C.0A -F.O.B. 1UI Il'w N Lot Block Gounry +'+ t 4,4 t71 d'I'<a l I.-AKE , ,,^.oU'ti7aa U C'1�'FQl9v `, ;Fi7a 2- -tlft r` .:UL; a: it �C I n•1?S 1, ,- ms;ru ns L..dlhl�::;:• !<L 41S) ,'_., ('. iRA1�DV +t311--TO WtidY f l':;, GOt�-IkC tjA1) SIG�P a 1 Quantity¢ - J Produa r) Cumulative OrdCd er/ed �t oe ; r}(,pescnptign;(}(aO� k�,} I'i'� •_ 1;P,7 1 C(1r.:L ul C}-IG r-, t �. LID RECEIVED, Off 15.79;r ij CV ,1 Loki, Arrive job1site Start dixhargehhn Finish discharge Additional water added to this concrete will reduce 1 IGallons of water added: Gallons of water added: _ Gallons Custo er Approval'- Customer Approval: Custom Tested I,,5/ Tested properly ❑ Yes .(I No ❑ Yes ❑ No , 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. Leave job site I Arrive pram: Aa , •� :0TA( is strength. Any water added is at customdr's risk. t �' �Iwater addedq _ Amt of CY Retained ., n \ ;r Approval:. Customer Approval 71.463471Ythod�rdreceived bby' H Lot:,_ Block: _ -Address: Correct ri icrnnero cnov `JI'ITAN FLORI.OA LL( IE FORMS AND CONDITIONS OF SAL 1. All sales will be`� r J „ (`Contract") and, if buying on credit, to Buyer's 0cdit agreement witlr,Se11jrr, incorporated herein by reterrnc ill r , stained iu Buyer's purchase order, are excluded unless agreed to by Sell`er'inIwriting. Any changes must b: in v n rn ,d rLnw';1� c,�t v m. _f'�� ',retract wil�be construed in accordance with the laws of the state of Florida. Wr all disputes rela(ing to thi . ( omraci, Bt ,A h r •hy .ons'tt to r -.ai . diction and venue of the state and federal courts for the location of the deliver site of I L,00ds sold 2. Payment gins'`. ;N . nth following the month of delivery,. ,ithout deduction, retainage,, set off'or charge btks. A cash dtscoutt of I'% 10"prone ro Wray r,, r .,tr,o „s ' forces are, past due. Interest the lesser of Ph"A per month or the maximaIri'rate allowed by law.*iI be igrposed oil outstare mg tmd delinqu{ nl .avm, -.. from the date of delivery tit paid. Buyer will pay to Seller all appicable;fbdetal, state and loe." �) cales�,^-1use taxes. fit, .!!tontoany oil; rav,,ilaerights and rgmedies,Seller Ill incluQmL, but not Iimiu I I,), rca,onable tomey., es, Seller reserves the righ o require payments in advance or to caucel tlrevifilled portion of this Contract w itho I notice I 'I cr nt c f [ ,titer dcta of any Contract provisions, r if the Imancial status of Buyer becomes iI$paii elf or deemed misat- isfactow to Seller. Failu `e Ill r \\rise aq f its rights will not be deem a waiver of any such right. ,{''iJ 3. Regular heirs cry hours. 7 5 a S ` p.m., ACo day through Friday. An ad uional charge may 6c added for deliveDrry putsidc f these hours and for any w ruing/urdoadm6 pen in .xu fi0 minutes. Prices are based on frill loads; an additional charge will apply to;lZIA of leg than sevefi cubicc, yards. l re mmun mi load for t:rr ` :,eh r: I I cubic yards. 'art 4. 13�tydr wilt lve Snllergt leasl-48 F.. rs l not ice of the time and rate of requested deliveAes. Delivery schedules scdi-skinutun)ly agreed upon between j t Nier and�Buyen Deliveries bz11`'k Ill , le IA�he Best of Seller's ability to dikpatch, however, Buyer waives any claims associated with any delays in y delivery 5 delivery points beyond pavied streets. For de,iverybeymtcl curb liner uyegassumds all liabiliiy.lbr dimage I ' tovehicles sidewalks,ijveways, pipes plicianks,and/or other prgperty; and QtZyer ill indemnity and hold Seller harmless from acid against air}'and all habilitv`Inss and es I, e incur d asv restilt,of such delivery: including but Jut,lirdited to towing charges, excephto die extent etiused by Seller's `�''�gross negftgdncz or wild mis onduct 136or',witives any right of subrgglinon agot 't Netter. I aa G , bvtyer is respon ' to toy,.' 1 ,•'n..nt of u7clud!hg alllcosts of disposa) and Seller's return chuge per truck fen h) orders not cancelledvat least one hour `1*Ior to delive iute: (it) ty„cfzte delivered dpc twBuyer'&,misthk'd or in excess ofTequirements; (ill ) concreteAot deliverable. dice td unsuitable aPP"8achcs ,.;n4fi'vS prices gird gU.titttWrs 1z:-•;�.,1sed upon tp': wz` volumeat thdtime of discharge from the'tr}Ick, and are hot sold "form measurement" easureent" or.meastued -- c hce= Yeld vtllkbe �` • h,x) zo-accerdnnce v4'dl applicable ASTM standards, Buyer will pay all charges incident to inspection or tests made,lby y'rrr on e! If of13nyyrl,,1 1 , f, i r•2. sited titgnt,t} F _ :e uzl v}st E .4> d»G mirig the type end quantity of goods m be purchased. Seller warrants that its products will meet _ . or ex,,eed 33gp1'ryeb cnr- tali Soc/t r als ('ASTM ) and American Concrete Institute ("ACI") standards, when tested in accordance wit) ASTM ante •a �s`•i yAC'I standee dw err wit;repairrj�r, r face any goods supplielby Seller that fail to meet this limited warranty, within one 9bs afti*r deb 2tg�}{ Stereo, Sellet-sN uplx> 'its warranty obl'ty lops unit& Florida str(rte 718.203, as applicable. ALL OTHER WARR NTIES, `�tIJ�J FSCI'% SS QR N ll-fal) 1 %DING WITHQF l :MITATIONTHe WARRANTIES OF MERCHANTABILITY AND FITNESS FOR - A PA rcvLrY(((((PUFt1:C. ,qTt`? HL,t K[;Xpab,SSLY r;< IDED. THE REMEDY SET FORTH IN THIS SECTION 8 WILL CONASTITUTE s ,THE�1.EREAGLJYOF13 $ D. C f�,rIMII t ANTY, r 9. sctjy�i(I n�r((��tncspnustBie"'"Ibr slump, tit r'cAquat t5 any co crele to which water or other material has',been added by or on betyyilf of Buyer. r k i)I bet,,-wrimble to see that the qn (5 handlC nLaccordaaco with best construction practices, Seller.hai no. control over,the placing or ken fig of c SSSncre[e alter unloading attd o not g,fat'antee th shed work in which ibis used. Buyer will bb responsible to prevenfconcrete after t rmloa ling fr nl �or�ting into comrtct w ny maren•fsnch its al \\turn _ ,which may adversely impact concrete strength. 10 Buyer)will �art�Ish an y admixutr ingredients it dg'sires that are 1 rr ularl supplied by theSeller in the marketplaces Buyer will be solely respon. sible fo: ;he effect o }such , rxiurc Or ingredients Lit the conerc[ Apy'ex[ a produot which may be required m excess 6t`the mix design qudled, or clvltichnay,k;regoie ttiprovidcwork;ibilitystrengty,setting time or waifcr/cemcrilrfiaro, will Iesult in anadditional ingredient charge payable by Buyer. It. Concre.4, w ill be batched and delivered in accordance with ASTMS C-9q. Concrete lertlp,yrature will be dictated by the environmental attd�material c©Wilt- Mons a the tine of dchvcry. Any r6quirement beyond Ihese condrtlonv a<i;lf AquireAlm plementation of controlled measures during p Oduction at the pease of B,g er , 1 . 12 pvcromitgive ScIlerwrintcli noticewithin 48 hours after delivery of any claim against Sol aresult ofanyalleged nonconforminginaterialsorany ,k yr cau,c "Nt oevcr (other than failure to meet compressive strength, in which event the time for notice will be,within 48 hours allerilte customaryt.. ql o for mutlyns of the test cylinder). time being of the essence, Seller will bw iven vatonable opportunity to investigate all claims. Any failure by - ` Buyer to gnowntten notice within such 48hour period will be dcepred a conclu �i'v waiver by Buyer of all such claims against Seller. SELLER NIIT NOT fE LIABLE UNDER ANY CIRCUMSTAN ES FOR AP�Y 0ECIAL, INCIDENTAL, PUNITIVE OR CONSEQUENTIAL f li� DANIACr' RdCLUDfNQ \VITHOUT(LIMITATION. ANY DAMAGES REL TED TO DELAY, WhkTHER BASED ON STATUTE, TORT, OROTF11�RtVfSE,ANDWHETHERORNOTARISI GFROM$E LER°SNEGLIGENC�, TRICTLIABILITYORFAULT. IN NO ill f 5FE1ER BE RFSI ONSIBLE FOR DAMAGE DUE TO THE ACTT NS OF OTHERS 09f{ THE FAILURE OF BUYER TO COMPLY SOBL)GATIONS sELLER'S LIABILITY F'OR ANY CLAI SWILL BEVIMITED TO THE PURLp ASE PRICE OF7HE GOODS SOLI)•.UNDER THIS CON fRAG r..J-1 Nonce.All not4C Io Sellerwi)tbe sent in writing to the sales office issuing the price c otation, with a copy to Crediit Department, 455 Fairway Drive; Deerfield Bell . FL 33441. i � cr ,r iI •The ant:nforceability of any provision of this Contract will not�tlect the enforceability of ity other provision of this Contract, andeach other pro, <rtl•of this Contract will be severable and enforeea4le to the extent petntitted by law. J .,..�• CONTAIN: PORTLANU CEMENT. FRESHLY MIXED CONCRETE MAY CAUSES IN 1RR1TAT(O P ZU,RY. AVOID CONTACT WITH SKIN WHERE IOSSIBLE. WASH EXPOSED AREAS PROMPTLY WITH WATER. IF At >.t1XTElRHS G!(T INTO THE EYE, R1N�1�gMED1ATELY 'VITH li'ATF'RAND GET PRONIPT MEDICAL ATTENTION. KEEP OUT OF REACH QF (,HILbREN., .� ;171TERIAL SAPE'1'Y DATA SIIEETS (A1SDS) ARE AVAILABLe AT %A WV1f.TITANAMERICA.COM. { ' I Revd 2-08 r) TITAN _// CONCR-ETE Materials for Life' gr ncreW fr "Thank you - We appreciate your business" FORT PIERCE PIERCE 4199 SELVIj Z ROAD FT PIERCE,'FL 34982 Ticket no. 2803BG 1 Delivery date Plant Truck Driver Truck size Type job 11z1/0E,l15 6c8 14f1„� HATCHER JR, JESSI1 11.04�, BLAB 0 Customer r' 0004335 I Customer na a Zone Tax CD .1. T<ODNEY HALL C(1NCRETE COIVST y Tarmac projrrc T03I I Customer P.O. no.. Order no. cJ9' 57 ITerms code TCharge delivered 31C.O.D. Time due 07 7 K� 1 ' 3-Charge F.O.B. 4C.O.D -F.O.B. .- 'iDeliverynarrepndgdCrelsE COUNTY Lot Block (aunty 38 GRANDE VISTR, SORT ST LUCIE 00 00 - 1. QIQI 33 , 0I05 CAI 051RIT.02500 ',.57 CY 10G 901 MASTERFIBER 1170 .754 CY 80F 007 FUEL SURCHG LD 804014 ENVIRON SURCHG LD G`S - RECEIVED OCT 07205 / "' ri r r_o toad Arrive'job site Start discharge finish discharge Leave job site Arrive plant r �vI Subtotal .00 �/, sales tax, TOTAL Additional water added to\phis concrete will reduce its strength. Any water added is at customer's risk. Gallons of water added GaOni.ofwater added: _ Gallons of water added: _ Amt of CY Retained: Customer Approval:omer Approval: Customer Approval: - I Customer Approval: a_ Tested Testedproperly No. Authorized and eceived by LD Yes ❑.1jdo ❑ Yes 0 No 7144986 Ix _ % 'A Safety is a constant state of mind, with every employee feeling responsible and empowered to act to cause him and others to work safely, on the belief that all accidents are preventable and that zero incidents is the only goal. Lot: Block: Address: Correct Not Correct rr,LORiDA LLC TERMS AND CONDITIONS 01 E 0, 1 , \ /'I qp yatoa wt1t. be snbiect to these rcnos and conditions ("Contract") and, il'buying on ct—,,, to Buyer's credit agreement with Seller, incorporated herein vv reference; all other terms, including any terms contained in Buyer's purchase order, are excluded unless agreed to by Seller in writing. Any changes °i9ned by each patty. This. Contract will be construed in accordance with the laws of the state of Florida. For all disputes relating to this Contact Buyer hereby consents to me jurisdiction and venue of the state and federal courts for the location of the delivery site of the goods sold hereunder. 3. Payment terms: Net the last day of the month following the month of delivery, without deduction, retainage, set off or charge backs. A cash discount of I % 10" proximo may be deducted if no previous balances are past due. Interest at the lesser of 114% per month or the maximum rate allowed by law will be imposed on outstanding and delinquent invoices from the date of delivery until paid. Buyer will pay to Seller all applicable federal, state and local sales and use taxes. In addition to any other available rights and remedies, Seller will be entitled to recover from Buyer all costs of collection and litigation including,. but not limited to, reasonable attomeys' fees. Seller reserves the right to require payments in advance or to cancel the unfilled portion of tliis Contmct without notice in the event of Buyer default ofany 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 waifing/unloading periods ill 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 I16 cubic yards. 4. Buyer will give Seller at least 48 hours prior notice of the time and rate of requested deliveries. Delivery schedules will be mutually agreed upon between Seller and Buyer. Deliveries will be made to the best of Seller's ability to dispatch, however. Buyer waives any claims associated with any delays in delivery. 5. Buyer must provide suitable approaches to delivery points beydhd paved streets. For delivery beyond curb lines, Buyer assumes all liability for damage to vehicles,: sidewalks, driveways, pipes, septic tanks, and/or other property, and Buyer will indemnify and hold Seller harmless from and against any and all liability, loss and ctpense incurredas it result of such delivery, including but not limited totowing 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 lull 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; (it). 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 thine of discharge from the truck, and are not sold "fora measurement' or measured "in place". Yie'Td 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 ("ACP) standards, when tested in accordance w ithASTM and evaluated by ACI standards. Seller will repair or replace any goods supplied by Seller that fail to meet this limited warranty, within one year after delivery thereof. Seller will uphold its warranty obligations under Florida statute 718.203, as applicable. ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED, INCLUDING WITHOUT LIMITATION THE WARRANTIES OF MERCHANTABILITYAND FITNESS FOR A PARTICULAR PURPOSE, ARE HEREBY EXPRESSLY EXCLUDED. THE REMEDY SET FORTH IN THIS SECTION 8 WILL CONSTITUTE THE SOLE REMEDY OF BUYER UNDER THIS LIMITED WARRANTY. 9. Seller will not be responsible for slump, strength or quality of any concrete to which water or other material has been added by or on behalf of Buyer. Buyer will be responsible to see that the concrete is handled in accordance with best construction practices. Seller has no control over the placing or handling of concrete after unloading and does not guarantee the finished work in which it is used. Buyer will beresponsible to prevent concrete after r� unloading from coming into contact with any material, such as aluminum, which-mw. adversely impact concrete strength. & 10. Buyer will famish an_v Fsdmittur.-s or hngredicnts'it desires that are not regularly supplied by the Seller in the marketplace. Buyer will be solely respon- sible ,"or the ZMet 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 Bayer, 11. Concrete will be hatched and delivered in accordance with AUT G-94:,Cbncrete temperature. will be dictated by the environmental and material condi- tions it the time of delivery. Any requirement beyond ihdsd'con nti'ons will require the implementation of controlled measures during production at the expense of Buyer. - 12, Buyer must give Seller written notice within 48 hours after delivery of any claim against Seller as a result of any alleged nonconforming materials or any other cause whatsoever (other than failure to meet compressive strength, in which event the time for notice will be within 48 hours after the customary time for analysis of the test cylinder), time being of the essence. Seller will be given reasonable opportunity to investigate all claims. Any failure by Buyer to give written notice within such 48 hour period will be deemed a conclusive waiver by Buyer of all such claims against Seller. 13. SELLER WILL NOT BE LIABLE UNDER ANY: CIRCUMSTANCES FOR ANY SPECIAL, INCIDENTAL, PUNITIVE OR CONSEQUENTIAL DAMAGES INCLUDING, WITHOUT LIMITATION, ANY DAMAGES RELATED TO DELAY, WHETHER BASED ON STATUTE, TORT, CONTRA("[', 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 WITII 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 ❑r bees to Seller will be sent in writing to the sales office issuing the price quotation, within copy to Credit Department, 455 Fairway Drive. Deerfield Bea h, 1 L, 33441. e 15. Sever, tiliu, 't. ilicnforoeability of any provision of this Contract will not affect the enforceability of any other provision of this Contract, and each other provision of t xis Contract will be severable and enforceable to the extent permitted by law, WARNING, CAUCESSKIN IRRITATION -I&FURIQUS TO EYES, CONTAINS PORTI AND CEMENP. FRESHLY MIXED CONCRETE MAY CAUSE SKIN IRRITATION OR INJURY. AVOID CONTACT WITH SKIN WHERE POSSIBLE. WASII EXPOSED AREAS PROMPTLY WITH WATER. IF ANY MIXTURES GET INTO THE EYE, RINSE IMMEDIATELY WITH WATER AND GET PROMPT MEDICAL ATTENTION. KEEP OUT OF REACH OF CHILDREN. MATERIAL SAFETY DATA SHEETS (NISDS) ARE;AVAiLABLE AT WW W.TITANAMERICA.COM. na 's �5�� cf�\� AVL KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED September 15, 2015 KSM JOB # : 151993-1d/BV/ct PERMIT # 15060519 CONTRACTOR Wynne Development JOB LOCATION 38 Grande Vista 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 1. N.E. 0" - 12" 50 104.2 108.0 96.5 2. N.W. 45 104.1 96.4 3. S.W. 45 103.5 95.8 4. S.E. 45 103.6 95.9 5. Center 50 104.1 96.4 Soil Description: Gray Sand In Place Moisture: 109.01 I I I I I 1 3.7 Percent W - E I I I I I I I Optimum Moisture: I I I I I I G 108.0—.._.t_.._I.._...{.. .�.._.1._.._1.._.._ 10.6 Percent H I • T I I I I I I Max. Dry Density: I I I I I 108.0 P.C.F. F I _I.._..1.._..L.._.. I I I I I I @ Test Locations The c I I I I I I Density & Penetrometer F I I I I I I Readings Indicate the 106.0 t — I — —I—..T.._..r...— I I Degree of Compaction Meets I I I I I I I Minimum Required for Sta@`'16 RFunD 105.0n *PaY eA3�d-8r6Natural Grade. .._..� 7 8 9 10 11 12 13 14 No. 68369'�i0!/ �� �`' Moisture - % of Dry Weight SI LScallo 860 / Julie E. Keller, P.E.: 68366 Planning & DeveloPment Services � R. "; j ` : R� �° ii�l' Building & Code Regulation Division 2300 Virginia Ave o Fort Plerce, Fl. 34582 _......,._- -..... ,. 772-462-2172 Fax 772-462-6443 CER17FECATE OF TERMITE TREATMENT ComsTRUCTIIGH SOIL TREATMENT PERMIT #: Y5"06- 5-1 G _ JOB ADDRESS: , 3 of r4-R PEST CONTROL CONTRACTOR: PEST CONTROL LICENSE #: We, the undersigned; hereby certify that we have pretreated the above described construction for subterranean termites in accordance with the standards of the National Pest Control Association. s/F ��S�J�1'✓6P Square feet if area treated: Chemicals used: Percentage of solution: 10 Total gallons used: l 90 Date of Treatment: A _Footing 11� Treatment _Re -Treat _Driveway 15` Treatment _Re -Treat _Other 1� Treatment ^Pe -Treat Time of Treatment; % ° 0 0 �Slali 1st Treatment _Re -Treat Pools _l�` Treatment _Re -Treat Perimeter for Final Inspection Signature of Exterminatbr Note: There must be a completed form for each required treatment orre-treatment and this form must be on the job site to be plored up by the Inspector at time of each lnspecrlon or the scheduled Inspection will fall and a •re•inspection fee charged. FgC184.2.6CertlfirateofProtecdveTreatmentforpreventionoftermites. Aweatherresistantjobsiteposting board shall be provided to receive dip/!cafe ted Treatment Cerufirateg as each required protective beams �� a Tleeat, ment providing a mpy for the person the pemrit is issued to and another copy for the building pe Certificate shalt provide the product used, identity of the applicator, time and date of the treatment; site location, area treated, chemical used, percent roncentrdtion and number ofgallons used, to establish a verifiable record of protective treatment: if the soil diemlral barrier method for termite prevention Is used, final exterior treatmentshall be completed prior to final bullding approval. St Lucia County requires for the final inspection for C®, a Permanent Stacker to be placed on the electrical panel box covert listing all the treatments and dates of applications. i BRADEN 6 BRADEN, A. I. A., R. A 97MMec15 & "P lanners 417 COCONUT AVENUE, STUART. FLORIDA 34996 TELEPHONE: (772) 2B7-0256 FAX (772) 297-3283 AAC-000032 St. Lucie County Building Department Permit # 1506-0519 RE Address: 38 Grande Vista To whom it may concern, Please note, the ballard shall be 4". If you have any qnestions please feel free to call me at (772) 287-8258. 1 . Il'.i• i , 1 1 August 10, 2015 ST. LVCIF r /� — osi9 REVIER'ED FOR CON LTN,,Fy Ft UiLPiNC DIVISION RE�'g�;:E.D BYL4YCE DATE 2Y Zo P'LA11S AnD PER. II OR NO LWECTION 1VILL BE KEp ON JOB^ THESE PLANS?:INN ALL PROPOJED "VORK ARE SUBJECT TO AW CopiIECT,nI .q REQUIRE®6Y FiELR IFdSPEC:TORS THAT 1CordPLYW1THALL-X,; L+C,1BLb cods. 09/16/2015 16:01 7725696469 KSM ENGINEERING PAGE 01/01 &%)JAVA KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7756 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.NE.' ST. LUCIE (772) 229.9093 C.A.: 5693 FAX (772) 589-6469 DATE TESTED PERMIT # CONTRACTOR JOB LOCATION SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 September 15, 2015 e.o Wynne Development 38 Grande Vista Spanish Lakes One Port St. Lucie, Florida ITEM TESTED Compacted Foundation Fill KSM JOB # : 151993-1dBV/ct TEST LOCATION DEPTH *PEN DRY MAX. DRY PERCENT OF SAMPLE. READ DENSITY PROCTOR VALUE COMPACTION 1. N.E. 0" -12" 50 104.2 108.0 96.5 2. N.W. 45 104.1 96.4 3. S.W. 45 103.5 95.8 4. S.E. 45 103.6 95.9 5. Center 50 104.1 96.4 Soil Description: Gray Sand In Place Moisture: 3.7 Percent Optimum Moisture: 10.6 Percent Max. Dry Density: 108.0 P.C.F. @ Test Locations The Density & Penetrometer Readings Indicate the Degree of Compaction Meets Minimum Rgppliwc6&o,, kgtrt+�,, for 15talp'susdaN, . w o.... #R� No. Fax w E 1 G H T P C F D R Grade. Y Julie RECEI'.'-u SEP 22 2015 IMi�g�� - KELLER, SCHLEICHER & MacWILLIAM ENGINEERING ARID 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 DATE TESTED PERMIT # CONTRACTOR JOB LOCATION SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 September 15, 2015 15060519 Wynne Development 38 Grande Vista Spanish Lakes One Port St. Lucie, Florida ITEM TESTED Compacted Foundation Fill KSM JOB # : 151993-1d/BV/ct TEST LOCATION DEPTH `PEN DRY MAX. DRY PERCENT OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION 1. N.E. 0"-12" 50 104.2 108.0 96.5 2. N.W. 45 104.1 96.4 3. S.W. 45 103.5 95.8 4. S.E. 45 103.6 95.9 5. Center 50 104.1 96.4 Soil Description: Gray Sand In Place Moisture: 3.7 Percent Optimum Moisture: 10.6 Percent Max. Dry Density: 108.0 P.C.F. @ Test Locations The Density & Penetrometer Readings Indicate the Degree of Compaction Meets 109.0 W EG 108.0 I I I I I H I I I I I I T I I I I I P 107.0 .._.�.—..—�..—.. .._..� • I I I I I C i F I 1 106.0 }-.._.I _..—i ._.. ..—..�.._.i _. R I I I I I I y 105.0 4- 7 8 9 10 11 12 13 14 Moisture - % of Dry Weight RECEIVED SEP• 2 2 2015 Sp ar�ment I LSc. o.: 860 / Julie E. Keller, P.E.: 68366 WYNNE BUILDING CORPORATION 8000 South U.S. #1 Suite 402 Port St. Lucie, FL 34952 Spanish Lakes Communities Division Port Saint Lucie July 7, 2015 Miami Division Miami To: St. Lucie County Building Dept. Attn: William Durden Re: 38 Grande Vista Permit # 1506-0519 In regards to the abovementioned permit, the Roof Underlayment that will be used is Titanium UDL-25 Plus - NOA# 14-0603.18. If there are any Thank you, Matthew Lyle Wynne - V.P. I can be reached at (772) 878-5513. 1 r r yn r 44 Y Telephones: Port Saint Lucie (772) 878-5513 Miami (305) 235-3175 NIAMO MIAMI-DADE COUNTY PRODUCT CONTROL SECTION BE 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.gov/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 the job site at the request of the Building Official. This NOA renews and revises NOA No. 13-0610.01 and consists of pages 1 through 5. Ina n The submitted documentation was reviewed by Alex Tigera. g u L VY NOA No.: 14-0603.18 MaMMADe COUNTY Expiration Date: 08/08/18 0 1 Approval Date: 06/11/15 Page 1 of 5 ROOFING COMPONENT APPROVAL Cateeory: Roofing Sub-Cateeorv: Underlayment Material: Polypropylene SCOPE: This acceptance is for Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TT, UDL TF, UDL TTMC-300, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments as described in this Notice of Acceptance, for use with approved prepared roof assemblies where ASTM D226 Type underlayment is specified and installed with prescribed approved fasteners and fastener densities. Designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code PRODUCT DESCRIPTION: Test Product Product Dimensions Specification Description Titanium® ITDL-25 PLUS 48" x 250' rolls ASTM D226 Woven synthetic polymer underlayment with one Manufacturing Type I & II side coated with UV protected and slip resistant Location #1 & #3 .polymer stabilized polypropylene on both sides. Titanium® UDL-30 48" x 250' rolls ASTM D226 Woven synthetic polymer underlayment with two Manufacturing Type I & II sides coated with UV protected and slip resistant Location #1& #3 polymer stabilized polypropylene on both sides. Titanium® UDL-50 48" x 250' rolls ASTM D226 Woven synthetic polymer underlayment with two Manufacturing Type I & II sides coated with UV protected and slip resistant Location #1& #3 polymer stabilized polypropylene on both sides. UDL TT 48" x 250' rolls ASTM D226 Woven synthetic polymer underlayment with one Manufacturing Type I & II side coated with UV protected and slip resistant Location #1 polymer stabilized polypropylene on both sides. UDL TIT 48" x 250' rolls ASTM D226 Woven synthetic polymer underlayment with two Manufacturing Type I & II sides coated with UV protected and slip resistant Location #1 polymer stabilized polypropylene on both sides. UDL TTMC-300 48" x 250' rolls ASTM D226 Woven synthetic polymer underlayment with two Manufacturing Type I & II sides coated with UV protected and slip resistant Location #2 polymer stabilized polypropylene on both sides. RhinoRoof U10 42" x 286' rolls ASTM D226 Woven synthetic polymer underlayment with two Manufacturing Type I & II sides coated with UV protected and slip resistant Location #3 polymer stabilized polypropylene on both sides. COPY NOA No.: 14-0603.18 MIAMI•DADE 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 Location #3 polymer stabilized polypropylene on both sides. RhinoRoof U20 42" x 286' rolls ASTM D226 Woven synthetic polymer underlayment with two Manufacturing Location #3 Type I and II sides coated with UV protected and slip resistant polymer stabilized polypropylene on both sides. Titanium UDL25 48" x 250' rolls ASTM D226 Woven synthetic polymer underlayment with two Manufacturing Location #3 Type I and II sides coated with UV protected and slip resistant polymer stabilized polypropylene on both sides. RhinoRoof RSA 36" x 67' rolls ASTM D1970 Unreinforced polymer modified bitumen material Manufacturing Location #4 Manufacturing adhered to the underside of a polymer -coated - woven sheet. The underside is backed with a release film. MANUFACTURING LOCATIONS: I. ML1 2. ML2 3. ML3 4. ML4 EVIDENCE SUBMITTED: Test Aaency 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-011 ASTM D226 12/09/14 Trinity I ERD I15010.05.10 ASTM D4798 / D226 05/14/10 138010.08.11 ASTM D226 08/11/11 I35520.08.11 ASTM D2523 / D1781 08/17/11 yI EyCu r NOA No.: 14-0603.18 MIAMI•DAD, COUNTY Expiration Date: 08/08/18 Approval Date: 06/11/15 Page 3 of 5 i INSTALLATION SPECIFICATIONS: TitaniumOl UDL-25 PLUS, Titanium' UDL-30, Titanium' UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments 1. Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments shall be installed in strict compliance with applicable Building Code. 2. Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhincRoof 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® UDL25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, and Titanium UDL25 Synthetic Underlayments shall be fastened with Miami -Dade approved corrosion resistant tin -caps and 12 gauge 1 '/<" annular ring -shank nails, spaced 6" o.c. at all laps and three staggered rows fastened 12" o.c. in the field of the roll. 4. Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments may be used with Asphaltic shingles, Wood shakes and shingles, Non-structural metal roofing, and quarry slate. Titanium" UDL-30, Titanium' UDL-50, UDLTTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25 and RhinoRoof RSA Synthetic Underlayments shall not be used as roof tile underlayments. 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. using Titanium® UDL-25 PLUS, Titanium® UDL-30, TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Underlayments-refer to a current Approved Roofing BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this material. 14 I-DADE COUNTY ,.... 1 3,nE C 0 P "Y' �� NOA No.: 14-0603.18 Expiration Date: 08/08/18 Approval Date: 06/11/15 Page 4 of 5 LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. 3. Titanium® UDL-25 PLUS, Titanium' UDL-30, Titanium' UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments shall be applied to a smooth, clean and dry surface with deck free of irregularities. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. 4. Titanium' UDL-25 PLUS, Titanium' UDL-30, Titanium' UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments shall not be hot mopped, refer to manufacturer's published literature for product compatibility. 5. Titanium' UDL-25 PLUS, Titanium' UDL-30, Titanium' UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments shall not be applied over an existing roof membrane as a recover system. 6. Titanium' UDL-25 PLUS, Titanium' UDL-30, Titanium' UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments shall not be left exposed as a temporary roof for longer than 30 days of application. 7. UDL_TTMC-300 Synthetic Underlayment shall not be left exposed as a temporary roof for longer than 180 days of application. 8. Titanium' UDL-25 PLUS, Titanium' UDL-30, Titanium' UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments are components used in roof system assemblies. Roof system assemblies are approved under a specific Notice of Acceptance. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. 9. Titanium' UDL-25 PLUS, Titanium' UDL-30, Titanium' UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments may be used with any approved roof covering Notice of Acceptance listing Titanium' UDL-25 PLUS, Titanium' UDL-30, Titanium' UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments as a component part of an assembly in the Notice of Acceptance. If Titanium' UDL-25 PLUS, Titanium' UDL- 30, Titanium' UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments are not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. 10. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. 11. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE OP, NOA No.: 14-0603.18 Expiration Date: 08/08/18 Approval Date: 06/I1/15 Page 5 of 5 RECEI!,r:D -JUN 2 6 2015 MIN. SETB K REP. FRONT \/ SIDES eZ!�-ppJI CNR SIDES`/ REAR ZNG. TECH.e , bpbpo)�- PA4f C) a (57t) ft w N � c� PoAj,6,- ,.,. � hf M '? lJ le, L)sS Fyn/E cl. ,aEJC� 1 a. FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: 62' WYNNE GRAND CARLTON Builder Name: COMFORT CONTROL OF SLC, INC. Street: '-�)s �Q(�a2�S PennitOffice: City, State, Zip: , FL, - Permit Number: Owner: GRAND CARLTON 62' Jurisdiction: Design Location: FL, Fort Pierce 1. New construction or existing New (From Plans) 9. Wall Types (1514.5 sgft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.3 1514.50 ft2 b. N/A R= ft' 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 2 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (1446.0 sgft.) Insulation Area a. Under Attic (Vented) R=30.0 1446.00 ft2 6. Conditioned floor area above grade (ft2) 1446 b. N/A R= ft2 Conditioned floor areabelow grade (W) 0 c. N/A R= ft2 11. Ducts R ft2 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 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 28.2 SEER:15.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 28.2 HSPF:8.60 SHGC: Area Weighted Average Overhang Depth: 3.833 ft. Area Weighted Average SHGC: 0.500 14. Hot water systems a. Electric Cap: 40 gallons 8. Floor Types (1446.0 sgft.) Insulation Area EF: 0.900 a. Slab -On -Grade Edge Insulation R=0.0 1446.00 ft2 b. Conservation features b. N/A R= ft2 None c. N/A R= ft2 15. Credits CF, Pstat Glass/Floor Area: 0.079 Total Proposed Modified Loads: 26.16 PASS Total Standard Reference Loads: 32.81 I hereby certify that the plans and specifications covered by Review of the plans and OFJOE Sr9�e this calculation are in compliance with the Florida Energy specifications covered by this �Y , _ , O Code. calculation indicates compliance 6pt4�with the Florida Energy Code. PREPAR D Before construction is completed r DATE: this building will be inspected for compliance with Section 553.908 c9 • ° o I hereby certify that this bu si i n compliance Florida Statutes. with the Florida Energy Cade. COD {yg'C¢� OWNER/ NTT: BUILDING OFFICIAL: DATE: �y 3` t S DATE: - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with 403.2.2.1.1. - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 5/15/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software i r. 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 St. 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: PlatBook: Street: County: ST. LUCIE City, State, Zip: FL, - CLIMATE _ / V Design Location TMY Site IECC Design Temp Zone 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Fort Pierce FL_ST LUCIE_CO_INTL 2 39 90 70 75 722 62 Low BLOCKS Number Name Area Volume 1 Blockt 1446 11568 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 RoomslnBlockt 1448 11568 Yes 2 2 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio RoomslnBlockl 150.7 ft 0 1446 ft' — 0 0 1 ROOF / V # Type Materials Roof Gable Roof Area Area Color Solar Absor. SA Emitt Emitt Deck Tested Tested Insul. Pitch (deg) 1 Hip Metal 1523 ft' 0 ft Medium 0.88 N 0.9 No 0 18.4 ATTIC / V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1445 ft' N N CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) RoomslnBlockl 30 1446 ft' 0.1 Wood 5/15/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page of 5 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below it no�t Space TO WAR Type1 N Exterior Concrete Block - Int InsB1oomsInBloc 4.3 32 2 9 10 316.3055 0 0 0.8 0 2 E Exterior Concrete Block- Int InSE1oomSInBIoc 4.3 49 11 9 10 490.8472 0 0 0.8 0 3 S Exterior Concrete Block - Int InsffloomslnBloc 4.3 15 6 8 0 124 ft' 0 0 0.8 0 4 SW Exterior Concrete Block - Int InsEloomsinBloc 4.3 4 3 8 0 34 ft' 0 0 0.8 0 5 W Exterior Concrete Block - Int Ins6I00mSInBIoc 4.3 35 2 8 0 281.3333 0 0 0.8 0 6 W Exterior Concrete Block - Int InsBl00msInBIoc 4.3 8 0 8 0 64 ft' 0 0 0.8 0 7 S Exterior Concrete Block - Int InsBloomshiBloc 4.3 25 6 8 0 2D4 ft' 0 0 0.8 0 DOORS # Ornt Door Type Space Stones U-Value Width Height Area Ft In Ft In 1 S=>E Insulated RoomslnBloc Metal 0:6 3 0 7 0 21 ft' WINDOWS Orientation shown is the entered, Proposed orientation. / Wall Overhang V # Ornt ID Frame Panes NFRC U-Factor SHGC Storms Area Depth Separation Int Shade Screening _ 1 N=>W 1 Metal Double (Tinted) Yes 1.3 0.5 N 27 ft' 10 It 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 It 0 in 0 ft b in HERS 2006 None 4 E=>N 2 Metal Double (Tinted) Yes 1.3 0.5 N 20 ft' 1 It 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 8 ft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 BySpaces Proposed SLA 0.000360 1365.4 74.960 140.97 0.2628 7.0821 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF: 8.6 28.2 kBtu/hr 1 sys#1 5/15/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 15 28.2 kBtu/hr 846 cfm 0.8 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.9 40 gal 50 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cart # Company Name System Model # Collector Model # Area Volume FEF None None ft2 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 : Y Programable ThermostatDee Ceiling Fans: Coolin (�(��X((]] Apr rr[��X [XX]]J Jun Jul ��(( [X� Aug r�XX]] IX] Sep [[XX]] LXl QOcctt Nov ����7(((( Dec Venting X� Jan [X� Feb [X] Mar lxl Apr lxl May lxl Jun [X11 Jul Lxl [[XX111l11 Aug [[XR11ll Sep LL�x]] [X� Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78. 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 5/15/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software 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 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric) or shutoff (gas). Circulating system pipes insulated to = R-2 + accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower (HP) of = 1 & Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor -retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site -recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters minimum COP= 4.0. Cooling/heating 403.6 Sizing calculation performed & attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat >10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 5/15/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software L� ',� ; COP0,5 - ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 80 The lower the EnergyPerformance Index, the more efficient the home. FL, - 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.3 1514.50 ft b. N/A R= ft 3. Number of units, if multiple family 1 c. N/A R= ft' 4. Number of Bedrooms 2 d. N/A R= ft' 5. Is this a worst case? No 10. Ceiling Types Insulation Area a. Under Attic (Vented) R=30.0 1446.00 ft' 6. Conditioned Floor area (ft2) 1446 b. N/A R= ft' 7. Windows" Description Area c. N/A R= ftZ a. U-Factor: Dbl, U=1.30 114.00ft' 11. Ducts a. Sup: Attic, Ret: Attic, AH: Attic R ft 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: r. d. N/A ft' 13. Heating systems kBtuthr Efficiency SHGC: SHGC: a. Electric Heat Pump 28.2 HSPF:8.60 Area Weighted Average Overhang,Depth: 3.833 ft. Area Weighted Average SHGC: 0.500 8. Floor Types Insulation Area 14. Hot water systems Cap: 40 gallons a. Slab -On -Grade Edge Insulation R=0.0 1446.00 ft' a. Electric EF: 0.9 b. N/A R= ft' c. N/A b. Conservation features 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 saving fe ures which will be installed (or exceeded) in this home before final inspection. Onew EPL Display Card will be completed based on installed Code compl' 7r'fg? Builder Signature: Date: U9 v Address of New Home: -J!R �^ � �cZcw\-V N4S City/FL Zip:-\:)&\,_ � *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 CON Pro Job: ect Summa -� wrghtsoft° � � Date: MAY 15, 2012 Entire House By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE. FL 34983 Phone: 772-878-2799 Far. 772-785-9144 Web: comfoitcontrolofslc.com Project• • For: 62' GRAND CARLTON WYNNE BUILDING CORP. FORT PIERCE, FL 34983 Notes: Design Information Weather: Fort Pierce, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 90 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 15 OF Daily range L Relative humidity 50 % Moisture difference 61 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 17399 Btuh Structure 16133 Btuh Ducts 3009 Btuh Ducts 3659 Btuh Central vent (25 cfm) 773 Btuh Central vent (25 cfm) 414 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 21181 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Infiltration Equipment sensible load 19195 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2411 Btuh Ducts - 1086 Btuh Heatingg Cooling Central vent (25 cfm) 1049 Btuh Area (ft' 1446 1446 Equipment latent load 4547 Btuh Volume (ft3) 12558 12558 Air changes/hour 0.45 0.23 Equipment total load 23742 Btuh Equiv. AVF (cfm) 94 48 Reg. total capacity at 0.70 SHR 2.3 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade COMFORT 15 PURON SINGLE STAGE ... Trade COMFORT 15 PURON SINGLE STAGE ... Model 25HBC530A Cond 25HBC530A AHRI ref no3676266 Coil FX4DN(B,F)031 AHRI ref no3676266 Efficiency 8.7 HSPF Efficiency 12.5 EER, 15.3 SEER Heating input Sensible cooling 19880 Btuh Heating output 28400 Btuh @ 47°F Latent cooling 8520 Btuh Temperature rise 27 OF Total cooling 28400 Btuh Actual air flow 947 cfm Actual air flow 947 cfm Air flow factor 0.046 cfm/Btuh Air flow factor 0.048 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.82 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. WI'1 htSOfY 2012-May-1509:13:19 jr 9 Right -Suite® Universal 2012 12.0.04 RSUG5864 FILE COPY EAWrIghtsoft HVAC1Wynne Corp162' WYNNE GRAND CARLTON 11 .rrp Cale ° MJ8 Front Door faces: N Load Short Form Job: +� wrightsoft• Date: MAY 15, zotz Entire House By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34903 Phone: 772-578-2799 Favc 772-785-9144 Web: connforicontrolofslc.conn Project• • For: 62' GRAND CARLTON II, WYNNE BUILDING CORP. FORT PIERCE, FL 34983 Design Information Htg Clg Infiltration Outside db (OF) 42 90 Method Simplified Inside db (OF) 70 75 Construction quality Average Design TO (OF) 28 15 Fireplaces 0 Daily range - L Inside humidity (%) 30 50 Moisture difference (gr/lb) 1 61 HEATING EQUIPMENT Make Carrier Trade COMFORT 15 PURON SINGLE STAGE ... Model 25HBC530A AHRI ref no3676266 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8.7 HSPF 28400 Btuh @ 47OF 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 (ft2) Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) Cig 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 166 100 377 42 1A MASTER LAV Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ��,,• * wrightS0ft' Right -Suite® Universal 2012 12.0.04 RSUCS864 �I /M1+M EAWrightsoft HVACMynne Corpl62' VJYNNE GRAND CARLTON II .rrp Cato =MJ8 Front Door faces:. N {Ir`7�t1 Entire House p 1445 20408 19792 947 947 Other equip loads 773 414 Equip. @ 0.95 RSM 19195 Latent cooling 4547 AAAC ��o4 �IFAn nA7 0,17 V IMLJ I"U 41101 GJ/YG Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. C * wrightSOft° Right-Sufie® Universal 2012 12.0.04 RSU05864 �� /iCCA E:\Wrightsoft HVAC1Wynne Corp\62' WYNNE GRAND CARLTON II .rrp Calc = MJ8 Front Door faces: N 2012-May-15 09:13:19 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: comfortcontmlofsle.eom Job: Date: MAY 16, 2012 By: PATRICIA ZIMMERMAN 1 Room name Entire House FOYER 2 Exposed wall 150.7 It 6.0 It 3 Room height 8.7 It p 8.0 ft hea /cool 4 Room dimensions 6.0 x 10.0 It 5 Room area 1444.5 ft' 60.0 fN Ty Construction U-value Or HTM Area (ftl Load Area (ft5 Load number I (Btuh/ftMle) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (fl) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/PJS Heat Cool 6 %h12C-Osw 0.091 n 255 2.18 315 246 627 537 0 0 0 0 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 0.840 n 23.52 25.39 15 0 353 381 0 0 0 0 11 V// 12C-0sw 0.091 a 2.55 2.18 490 450 1146 983 0 0 0 0 �G 2A-2om 0.840 a 23.52 68.19 40 3 931 2699 0 0 0 0 12C41sw 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 D 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 2.18 282 276 702 602 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-Obw 0.097 - 2.72 0.85 204 204 554 174 80 80 217 68 C 16B-30ad 0.032 - 0.90 1.68 1389 1389 1244 2333 60 60 54 101 C 16C-19al O.D49 - 1.37 2.08 56 56 77 117 0 0 0 0 F 22A4ph 1.358 - 38.02 0.00 1445 151 5729 0 60 6 228 0 6 c)AED excursion 423 -35 Envelope loss/gain 1 14501 112791 1 921 558 12 a) Infiltration 2898 794 1 .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 58B Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 17399 16133 1027 688 15 Duct loads 17% 23% 3009 3659 11% 15% 117 87 Total room load 20408 19792 1144 674 Air required (cfm) 947 947 53 32 * wrightSoft' Right-Suhe® Universal 201212.0.04 RSU05864 1C� EAWrightsoft HVAMWynne Corpl62' WYNNE GRAND CARLTON 11 .np Cale = MJ8 Front Doorfaces: N wrightsoftRight-J®Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE. FL 34983 Phone: 772-878-2799 Fax 772-785-9144 Web: comfortcontrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name GRTRM/DINING LAUNDRY 2 Exposed wall 45.0 ft 6.5 It 3 Room height 9.8 ft heat/cool 8.0 it heat/cool 4 Room dimensions 1.0 x 482.5 ft 7.0 x 6.5 ft 5 Room area 482.5 ft- 45.5 It' Ty Construction U-value Or HTM Area (ft� Load Area (ftj Load number (Btuh/ftMF) (Bluh/ft') or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross NIP/S Heat Cool 6 lQJ 12C-Osw 0.091 n 2.55 2.18 198 157 400 343 0 0 0 0 �L�(((``' 1A-rlomd 1.270 n 35.56 26.39 39 0 1367 1029 0 0 0 0 2A-2ob 0.630 n 17.64 22.24 0 0 0 0 0 0 0 0 2A-2orn 0.840 n 23.52 25.39 0 0 0 0 0 0 0 0 11 W, 12C-0sw 0.091 a 2.55 2.18 245 205 523 449 0 0 0 0 � C 2A-2om 0.840 a 23.52 68.19 40 3 931 2699 0 0 0 0 12C-osw 0.091 s Z55 Z18 0 0 0 0 0 0 0 0 2A-20m- 0.840 s 23.52 25.39 0 0 0 0 0 0 0 0 D 11J0 0.600 s 16.80 17.40 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 sw 2.55 2.18 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 w 2.55 2.18 0 0 0 0 52 52 132 114 I-G 2A-2om 0.840 w 23.62 66.18 0 0 0 0 0 0 0 0 W 13A-5acs 0.125 w 3.60 2.22 0 0 0 0 0 0 0 0 P 12B-Obw 0.097 - 2.72 0.85 0 0 0 0 56 56 152 48 C 16B-30ad 0.032 - 0.90 1.68 463 483 432 811 46 46 41 76 C 16C-19al 0.049 - 1.37 2.08 0 10 0 0 0 0 0 0 F 22A4ph 1.358 - 38.02 0.00 483 45 1711 0 46 7 247 0 6 c)AED excursion 288 -83 Envelope loss/gain 5385 5619 5731 155 12 a) Infiltration 977 268 115 32 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 0 0 Appliances/other 0 1200 Subtotal (lines 6 to 13) 6362 6346 688 1387 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 6362 6346 68B 1387 15 Duct loads 11% 15% 725 935 22% 34% 1511 472 Total room load 7087 7281 1 839 1859 Air required (cfm) 329 348 39 89 Calculations approved by ACCA to meet all requirements of M _ -PJJ- wrigFrtsoR- Rlght-Suite® Universal 2012 12.0.04 RSU05864 �P. E:1Wrightsoft HVACIWynne Corp162' WYNNE GRAND CARLTON 11 .np Calc = MJ8 Front Door faces: N wrightsoft• Right-M Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST.. PORT ST. LUCIE, FL 34983 Phone: 772-978-2799 Far. 772-785-9144 Web: comfodcontrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name KITCHEN MS BATH 2 Exposed wall 0 If 7.5 If 3 Room height 8.0 It heat/cool 8.0 It heat/cool 4 Room dimensions 1.0 x 154.0 ft 7.0 x 7.5 It 5 Room area 154.0 ft- 52.5 fl- Ty Construction U-value Or HTM Area (ft� Load Area (ft' Load number (Btuh/ft'-°F) (Btulvft5 or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heal 7CWI Gross N/P1S Heal Cool Gnus NIP1S Heat Cool 6 Vd 12C-Osw 0.091 n 2.55 2.18 0 0 0 0 0 0 0 0 1Ar1omd 1.270 n 35.56 26.39 0 0 0 0 0 0 0 0 �L��CG` 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 Uri 12C-Osw 0.091 a 2.55 2.18 0 0 0 0 0 0 0 0 LC 2A-2om 0.840 a 23.52 68.19 0 0 0 0 0 0 0 0 12C4)sw 0.091 5 2.55 218 0 0 0 0 0 0 0 0 2A-2om 0.840 s 23.52 25.39 0 0 0 0 0 0 0 0 1111,10 0.600 s 16.80 17.40 0 0 0 0 0 0 0 0 W 12C-0sw 0.091 sw 2.65 2.18 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 w 2.65 2.18 0 0 0 0 60 54. 138 118 r 2A-2om 0.840 w 23.52 66.18 0 0 0 0 6 1 141 397 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 68 68 185 58 0 0 0 0 C 168-30ad 0.032 - 0.90 1.68 154 154 138 259 53 53 47 88 C 16C-19al 0.049 - 1.37 2.08 0 0 0 0 0 0 0 0 F 22A-tph 1.358 - 38.02 0.00 154 0 0 0 53 8 285 0 6 c) AED excursion -153 215 Envelope loss/gain 323 164 611 818 12 a) Infiltration 0 0 133 36 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants Q 230 0 0 0 0 Appliancestother 2400 0 Subtotal (lines 6 to 13) 323 2564 744 855 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 323 2564 744 855 15 Duct loads 11% 1 -.1 37 378 22% 34% 164 291 Total room load 1 359 2942 907 1146 Air required (cfm) 17 141 42 55 'fk wrightsof - Right -Suite® Universal 2012 12.0.04 RSU05864 MCA EAWrighisoft HVAC%Wynne Corp\62' WYNNE GRAND CARLTON 11 .up Cale = MJ8 Front Door faces: N wrightsoR• 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: comforicontrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name MS CLOSET MS BDRM 2 Exposed wall 0 0 42.0 It 3 Room height 8.0 It heaticeol 8.5 R heat/ccol 4 Room dimensions 7.0 x 10.0 it 14.0 x 19.0 It 5 Room area 70.0 ft2 266.0 ft2 Ty Construction U-value Or HTM Area (ill Load Area (ft' Load number (BtuNftVF) (Btuh/ft� or perimeter (it) (Btuh) or perimeter (it) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-Osw 0.091 n 2.65 2.18 0 0 0 0 119 89 227 194 IA-rtomd 1.270 n 35.56 26.39 0 0 0 0 0 0 0 0 2A-2ob 0.630 n 17.64 22.24 0 0 0 0 15 0 265 334 2A-2om 0.840 n 23.52 25.39 0 0 0 0 15 0 353 381 11 t4/ 12C-Osw 0.091 a 2.55 2.18 0 0 0 0 77 77 195 167 I-G 2A-2om 0.840 a 23,52 68.19 0 0 0 0 0 0 0 0 12C-0sw. 0.091 s 2.55 2.18 0 0 0 0 0 0 0 0 2A-2om 0.840 s 23.52 25.39 0 0 0 0 0 0 0 0 D 11J0 0,600 s 16.80 17.40 0 '0 0 0 0 0 0 0 W 12C-0sw 0,091 sw 2.55 2.18 0 0 0 0 0 0 0 0 W 12C-0sw 0,091 w 2.55 2.18 0 0 0 0 162 162 412 353 LC 2A-2om 0,840 w 23.52 66.18 0 0 0 0 0 0 0 0 W 13A-5ccs 0.125 w 3.50 2.22 0 0 0 0 0 0 0 0 P '12B-Obw 0.097 - 2.72 0.86 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 - 0.90 1.68 70 70 63 118 266 266 238 447 C 16C-19al 0.049 - 1.37 2.08 0 0 0 0 0 0 0 0 F 22A-tph 1.358 - 38.02 0.00 70 0 0 0 266 42 1597 0 6 c)AED excursion -7 139 Envelope loss/gain 63 111 3286 2014 12 a) Infiltration 0 0 791 217 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 01 1 0 Subtotal (lines 6 to 13) 63 111 4077 2231 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 63 ill 4077 2231 15 Duct loads 229%. 34% 14 38 22% 34% 896 760 Total room load 77 149 4973 2990 Air required (cfm) 41 7 231 143 Calculations approved by ACCA to meet all requirements of Manual J Sth Ed. •. Wrl htsoR' 20 OR �Y g Right-SuBe® Universal 2012 12.0.04 RSU05864 E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rfp Cato = MJ8 Front Door faces: N FILE ' I YOI C C 8 (J yl p O O O O' O O O O O O O O O O O O O O P t .J m Q m m � N N Oml N H O % m VI O O O O O O O O O O O O O O N O N P O e N O O C O O O O O O O O O O O O O O N O N p e P P P O 000p000000000rnoo N m oo Oo m ooOmm FN N N N N m o U nm a tJm o000000p000000m00 m oo m 000mm o � N 2 J ¢ O % 2 O O O O O O O O O O O O O O m O O e v m N a W `E o N E o00000000000pomom p 0 ri � o N Q ¢ `0 7 mN�jmmrn�mvmmm���oo iam 1 N m N h h 0 c ccccmvmmmy333 " @� a NCu 0*1 oN(mOmOmOOJ t0p00� N qc p.N1 �.r O-CGCGCCCCCC000C-- nN >m �S o¢ o c ', C w Q O �wo aE `E oi.EtN�mr Na$o44��mo o'y c w N pAco CNrnE ryN c-`W U` N¢ N NtUY NmtVOQQ ��.-tg.-�QJ����i.7 x m � NCn a E-9 QQL° EJEEE w o Sa m v o °�=E e ¢w¢rcK ¢ > n ww`$au vT¢y mX- L N 3m 3 w 40 + 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: T72-785-9144 Web: comfoncontmlofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name BDRM 2 MASTER LAV 2 Exposed wall 30.7 it 8.0 it 3 Room height 8.0 it heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 195.5 ft 7.0 x 8.0 R 5 Room area 195.5 fN 56.0 fP Ty Construction U-value Or HTM Area (ft5 Load Area (fll Load number (BtulJf k*F) i (Btuwft� or perimeter (it) (Stuh) or perimeter (ft) (Btuh) Heat Ccol Gross N/P/S Heat Cool Gross N/P/S Heat Cool - 6 V?/ 12C-0sw 0.091 n 2.55 2.18 0 0 0 0 0 0 0 0 �G 1A-riomd 1.270 n 35.66 26.39 0 0 0 0 0 0 0 0 IL---�G 2A-2ob 0.630 n 17.54 22.24 0 10 0 0 0 0 0 0 2A-2om 0.840 n 23.52 25.39 0 0 0 0 0 0 0 0 11 VN 12C-Osw 0.091 a 2.55 2.18 128 128 326 280 0 0 0 0 - 2A-2om 0.840 a 23.52 68.19 0 0 0 0 0 0 0 0 12C-0sw 0.091 s 2.55 2.16 76 56 143 122 0 0 0 0 2A-2om 0.840 s 23.52 25.39 20 20 470 508 0 0 0 0 11J0 0.600 s 16.80 17.40 0 0 0 0 0 0 0 0 W 12C-0sw 0.091 sw 2.55 2A8 34 34 86 74 0 0 0 0 U�1 12C-0sw 0.091 w 2.55 - 2.18 8 8 20 17 0 0 0 0 L-G 2A-2om 0:840 w 23.52 66.18 0 0 0 0 0 0 0 0 W 13A-5ocs 0.125 w 3.50 2.22 0 0 0 0 64 64 224 142 P 12B.Obw 0.097 - 2.72 0.85 0 0 0 0 0 0 0 0 C 16B30ad 0.032 - 0.90 1.68 196 196 175 328 0 0 0 0 C 16C-19al 0.049 - 1.37 2.08 0 0 0 0 56 56 77 117 F 22A-1ph 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 545 149 142 39 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 2932 1557 747 281 Less extemal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2932 1567 747 281 15 Duct loads 220% 34% 645 533 22% 34% 164 96 Total room load 3577 2100 911 377 Air required (cfm) 166 100 42 18 wrightsoft' Right -Suite® Universal 2012 12.0.04 RSU05864 1CCl�- E:\Wrightsofl HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .mp Cale = MJ8 Front Door faces: N Ol 9:13:19 ge 6 Cf' 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 porch MiTek USA, inc. Site Information: 6904 Parke East Blvd. T ii 1p1 3610-4115 Customer Info: WYNNNE DEVELOPEMENT CORP Project Name: M11323 Mode Lot/Block: Subdivision: Address: N/A City: PORT ST LUCIE State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria „& Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2010/TPI2007 Design Program: MiTek 20120 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 J T6797412 A5 1/29/015 12 IT6797413 IA6 11/29/015� 13 IT6797414 IA7 11/29/0151 14 I T6797415 I A8 1/29/015 15 I T6797416 I A9 1 1/29/015 6 IT6797417 I A 1/29/015 7 T6797418 I GRA 1/29/015 8 T6797419 I GRB 1/29/015 9 T6797420 IJ2 1 1/29/015 �10 IT6797421 �J4 11/29/015� �11 T6797422 �J6 _11/291015 12 I T6797423 I J8 1 1/29/015 1 113 1 T6797424 I KJ8 1 1/29/015 1 The truss drawing(s) referenced above have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Alban!, Thomas My license renewal date for the state of Florida is February 28, 2017. IMPORTANT NOTE: Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSVTPI-1, Chapter 2. OPS A , �GENS •.9 '. 0 STATE OF January 29,2015 Albani, Thomas 1 of 1 Job Truss iruss type Cry ply 62' Grand Carton 111 wen porch T6)O1412 M11323 AS SPECIAL O 1 _ Jab Reference o Gxim Chambers Truss Inc., ForPierce FL34882 ).350a Sep2)FUMlCgl Iadu9111Be.1a0.Thu Jen HLh4 RL2015Pagei ID:2GIScwwyYShnGh%VARZUkuyuFUM-IC91 HuHv Wy_i5MP5wvpzHLh'ryURLhFIbwellbzgUO' 1 IF"' 1:70 20-0-e za-au11 1 741.5 2-9-15 6346 5-tid 7d-0 1-04 2CO 12 LOADING(psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 7.0 Lumber Increase 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2010/TPI2007 LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 6-14: 2x4 SP M 30 4.00 12 5xe 11 Sx12 = W 11 Scale = 1:61.2 CSI DEFL in ODD) Udell L/d PLATES GRIP TO 0.85 Vert(-L) 0.72 14 >558 360 MT20 244/190 BC 0.99 Vert(fL)-1.4713-14 >271 240 MT18HS 244/190 WB 0.54 Horz(TL) 0.43 10 n/a n/a (Matrix) Weight: 1541b FT=O% BRACING TOPCHORD Structural wood sheathing directly applied or 2-2-0 as, purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1Flow at midpt 6-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 2=1125/0-8-0 (min. 0-1-8), 10=1125/0-8-0 (min. 0-1-9) Max Horz 2=-179(LC 6) Max Uplift2=-816(LC 8). 10-816(LC 8) Max Grav2=1305(LC 2), 10=1305(LC 2) FORCES Ob) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-5281/3019, 3-4=-4949/2747, 4-5=-4901/2754, 5-6=-4974/2856, 6-7=-2341/1489, 7-8= 2314/1408,8-9=-2372/1395, 9-10=-3052/1725 BOT CHORD 2-14=-2775/5007, 13-14— 976/2035, 12-13=-1520/2822, 10-12= 1520/2822 WEBS 3-14=-311/333, 5-14-247/266, 6-14=-1712/3155, 6-13=253/524, 9-13=-700/469, 9-12=01272 NOTES Wind: ASCE7-10; VulUnbalanced roof live ot 3 second d165mph(s have been igust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52h; L=34ft save=6ft; Cal. II; `���dered for this design.,Q". ... N, Exp C; Encl.. GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise Indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3938 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide wilt fit between the bottom chord and any other members. 6) Bearing at jelnt(s) 2 considers parallel to grain value using ANSVrPI 1 angle to grain formula. Building designer should verify capacilr of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 816 lb uplift at joint 2 and 816Ib uplift at ATE joint 10. �0%..P 8) "Semi -rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss.4.0 R IQ LOAD CASE(S) Standard 29,2015 AWARMNG.Vertlydes/gnparameters end READ NOTES ONW134MOINCLUDED MmEKREFERANCEPAGEM1414)3sev.02?1=15BEFOBEUSE ■■■ Des'gn vaIll for use oNywlth MOek connectors. Ins dedgn is based only upon lxramelersshovrt4 and is for an lndAdual buthang component. ® of Is of � not turn ds wn beers yor ` bnal femcorary bracinent �or laaeralyosuppot of Inndrvldualw bmembreand only. Ailclllnng to Inoue MbBlry, dtaingconslruclbn Ir Mee respontlbll II me MiTe k ' ereate. Addlllonci pwmanent br kV of the overall stns Mm N lM respon581i11tyof the buld N tleslgrer. rwgeneral guldonce regardhg fabrication quallly conhol storage, tlellvew. erection antl bracing• consul ANSUTPI I Buallty Criteria, DSO-89 and BCSI Building Component 004 Parke East BNd. Solely Information avoloble from Truss Rafe kailiue, 781 N. We Street. Sulfe 312. AhmandrkL VA22314. Tempe. FL 33610 8-11-11 7-05 241-0 ' 24A 5-7-7 69.1 1a Scale=1:63.3 4.00 12 2.00 12 5x6 = W 11 01�2 LOADING(psf) TOLL 20.0 TOOL 7.0 BCLL 0.0 • BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2010/17PI2007 CSI TO 0.99 BC 0.72 WB 0.77 (Matrix) DEFL In Ven(LL) 0.65 Vert(TL) -1.28 Horz(TL) 0.40 (too) Well Ud 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 Spoiled. 1-3: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 4-6-14 oc bracing. BOT CHORD 2x4 SP M 30 -Except' MITek recommends that Stabilizers and required cross bracing 2-74: 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 (lb/size) 2=112510-8-0 (min.0-1-8), 9=1125/0-8-0 (min.0-1-9) Max Horz 2=-169(LC 6) Max Uplift2=-816(LC 8). 9=-816(LC 8) Max Grav2=1305(LC 2), 9=1305(LC 2) FORCES (Ib) - Max. CompJMax. Ten. - All forces 250 fib) or less except when shown. TOP CHORD 2-&=-5263/3001, 3-4=-5128/3006, 4-5=-4901/2767, 5-6= 2217/1393, 6-7=-2293/1373, 7-8=-2301/1352, 8-9— 3064/1741 BOT CHORD 2-14=-2754/4988, 13-14=-1082/2265, 12-13-1021/2111, 11-12=-1536/2836, 9-11=-1536/2836 WEBS 4-14=-435/467,5-14=-1543/2857,5-13=.38B/171, 6-13-151/496, 8-12=-819/564, ,T111111111// t. A. 8-11=0/309 P,S qZ���il �0 NOTES `�,r �GENS••eq� 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsh h=14ft1 B=52ft; L=34f1; eave=6ft; Cat. 11 3938 Exp C; Encl.. GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 * . 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. — �• 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. , 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide wlll- , ATE •° fit between the bottom chord and any other members. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity 010 �I ••• Q:� •� I, of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 616lb uplift at joint 2 and 816 lb uplift atA1- i�t�s •: 0 R joint 9. �11II11 I� 9) 'Semi -rigid pilchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss.h.� ate. LOAD CASE(S) Standard 29,2015 WARNING. Ve4ly dasrgn parameters end READ NOTES ONT IS AND/NCLUDED MREKREFERANCE PAGE MI!-7473ret, 0VI"015 BEFORE USE a....,,�nn o..,.e,.,.w,.mn xancu rnnnnrrnrs rat Mzinnk MmAanlvuronaarnmefers shown. antl is for on lndlNtlual bditllna componer structure Is the respondo llry of the bmtHng aevgner. ror general guaonce regarauxl ...r .v.. and bracing. consdt ANSIAPI l Quality criteria, DSB-89 and Bost Building Component 6904 Pedw E.1 SNd. i81 N. Lee Sneer, Suite 312 Alexandra VA 22314. Tmryo, FL 33610 T6797414 5x10 i Sx6 = .— 10 5x12 = 2.3 II 2.00 12 Scale = 1:62.2 1Ch I= LOADING(psf) SPACING 2-0-0 CSI DEFL In goc) I/defl ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 1.00 Ved(LL) 0.63 11 >638 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 1.00 Vert(TL) -1.35 10-11 >296 240 MT18HS 244/190 BOLL 0.0 ' Rep Stress Incr YES WB 0.97 Horz(TL) 0.41 7 n/a Na BCDL 10.0 Code FBC2010/fP12007 (Matrix) Weight: 147111 FT=O% LUMBER BRACING TOP CHORD 2x4 SP M 30 *Except* TOP CHORD Structural mod 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 Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1125/0-8-0 (min. 0-1-8), 7=112510-8-0 (min.0-1-9) Max Horz2=-150(LC 6) Max Uplif12=-816(LC 8), 7=-816(LC 8) Max Grav2=1305(LC 2), 7=1305(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) 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., 1111111111, 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.OpsF h=141t; B=5211; L=3411; eave=fill; Cat. 11; %%% A. Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip 001=1.60 ',� -n PS• ... 3) Provide adequate drainage to prevent water pending. %` Q ENS S 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will 3938 lit 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 verify capacit= of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 816 Ib uplift at Joint 2 and 816111 uplift at T joint 7. AE 9) 'Semi pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. 0 •,•,CA .. LOAD CASE(S) Standard N January29,2015 ®WARNING. Vedrydeslgnpsmneren; nd READ NOTES ON MIS AND INLLUOEDMREKREFERANOEPAGEMIF14"-v. OT WO15 BEFORE USE, r Dedrin Vailtlfor use orgy wlih Mrek connectors, rNsdesignsbaced only upon porametersshovm. andh for an havidualbMtling componenl. Appn'k:abhity of design paameten and proper hcogwrallon of component b remp biliN of bulldhg designer- not fuss designer. Bracing shown ■■ Eforlateralart dofindlvltlualwebmemb mmSy. Additkmaitempo!orytxachgfoirmxesicb011ydu gconsfuctkxllsfhefesrlondb011tyo[the MiTek' erector.,,Offon,pemranentcoach,offieoverallstnlclumB the responabrityofthecatalog designer.For general gukbnceregardhg fact lon. quality control. storage, delivery. erectbn and bracing. consult ANSKPI l 9uailty Criteda, DSB-89 and BC51 Bulldog Component 6904 Parke Easl Blvd. Safety Information available from Toss Rate InsOule. 781 N. Lee Sheaf. Suite 312. Alexandria. VA 22314. Tempe, FL 33610 T6797415 SPECIAL 884 Scale = 1:62.2 5x6 = kZIC 2x3 II 5x10 rnry 5M2 = 3x4 = 2.00 F12 LOADING (Pat) SPACING 2-0-0 CSI DEFL in (toe) Well Ud PLATES GRIP TOLL 20.0 Plates Increase 1.25 TO 0.88 Vert(LL) 0.61 13 >656 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 80 1.00 Vert(TL)-1.3112-13 >306 240 MT18HS 244/190 BOLL 0.0 ' Rep Stress Incr YES WB 0.67 Horz(TL) 0.39 9 n/a We BCDL 10.0 Code FBC2010/IPI2007 (Matdx) Weight: 154 lb FT=O% LUMBER BRACING TOP CHORD 2x4 SP M 30 *Except' TOP CHORD Structural wood sheathing directly applied. 1-4: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP M 30 *Except' MlTek recommends that Stabilizers and required cross bracing 9-12: 2x4 SP M 31 be Installed during truss erection, In accordance with Stabilizer WEBS 2x4 SP No.3 Installation guide. REACTIONS (lb/size) 2=1125/0.8-0 (min. 0-1-8), 9=112510-8-0 (min.0-1-8) Max Horz2=130(LC 6) Max Upli1t2=-816(LC 8), 9=-816(LC 8) Max Grav2=1305(LC 2), 9=1305(LC 2) FORCES (lb) - Max. CompfMax. Ten. - All forces 250 gb) 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= 2601228, 7-12=-294/365, 7-11=-289/642, 8-11=-480/467 NTES Unbalanced roof live loads have been considered for this design. ���� n P,S' A. / 7 2) Wind: ASCE 7-10; VUIt=165mPh (3-second gust) Vasd=128mph;ITCDL=4.2psf; BCDL=3.Opsf; h=1 All; 13=5211; L=340; eave=6fh, Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional); Lumber DOL=1.6o plate grip DOL=1.60 '% G E N S 3) Provide adequate drainage to prevent water pending. : � s• �' 4) All plates are MT20 plates unless otherwise Indicated. 3938 5) This truss has been designed for a 10.0 psf bottom chord live load 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 wI C fit between the bottom chord and any other members. 7) Bearing at jolnt(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capaciym of bearing surface. :. ATE 8) Provide mechanical connection (by others) of imss to bearing plate capable of withstanding 816lb uplift at joint 2 and 816lb uplift at �,n•• joint 9. , ( ' 9) "Semi -rigid pitchbreaks including heels" Member end fixity model was used In the analysis and design of this truss. 0 �F•�•(� LOAD CASE(S) Standard 6634 29,2015 Q WARMNO-Verify dealgaparameters and READ NOTES ON MIS AND INCLUDEDM7TEKR£FERANCERAOEMIP7473rev. 02HG2015 BEFORE DEC. Deslgnv011d for use only With Mnekconnectom. IDk based only upon poramefersenown, and is for an lndivitltal bulding component. ■■■■ �[y Appik:ablIty of design paramefersandproper Incorporation of component b resporrublilty of buldlmgcf sUner-not hundeagner. Bracing shown kfor lateral support of Indlvldrat web membersoNy. Additlox lempwaybrmNto InsurestabtiltydungconsimctbnbtherespontlbUiltyofthe ` MOW erector. Atltlltlond permarenl bmang Of[he OVOal StUcNre k the reWhobIIlty of lh)"COO clod ner. For general gWtlanc, regatlNg fabdcalion quallry control, storage, delNery emotion entl bracing, coniNf ANSI/TPI I Quality Criteria, D1849 and BCSI Building Component 6904 Parke East Blvd. Safety Information avotabie from Truss Plate Imtltute, 781 N.tee Sheet �ulte 312, Alexandria. VA 22314. To".. FL 33610 Job Truss Truss Type Oty Py 62' Grand Caton 111 whh porch T6]B]416 M11323 A9 HIP 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce H. 34982 6-7-15 A.A 32551 SKunGusuies,ins. ins Scale = 1:60.1 3%6 — 19 rc aar — 3x8 = 3x6 = 6i8 = 3x6 = 3x4 = LOADING (psf) SPACING 2-0-0 CSI DEFL In (loo) Vdefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.25 Vert(LL) -0.21 9-11 >749 360 MT20 2441190 TCDL 7.0 Lumber Increase 1.25 BC 0.56 Vert(rQ -0.55 9-11 >292 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.87 Horz(rL) 0.02 13 IVa n/a BCDL 10.0 Code FBC2010/rP12007 (Matrix) Weight: 1561b FT=O% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 20 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 MITek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation Quids. REACTIONS (lb/slze) 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 Uplil12=-450(LC 8), 9=-268(LC 8), 13=-913(LC 8) Max Gmv2=690(LC 19), 9=387(LC 20), 13=1598(LC 2) FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1210/683, 3-4=-875/463, 4-16=-795/458, 5-16=-795/458, 5-6=-387/812, 6-17=-387/813, 7-17=-387/813, 7-8=-96/280, 8-9=.303/178 BOT CHORD 2-15=-547/1104, 14-15=-24/290, 13-14= 24/290, 12-13=-254/277, 11-12= 254/277, 9-11_ 148/252 WEBS 3-15= 3711357, 5-15=-258/648, 5-13=-11961756, 6-13= 263/230, 7-11 =-1 581384, 8- 11 =-419/384, 7-13=-825/447 NOTES �%S' A. 1) Unbalanced root live loads have been considered for this design. ,\ �,(1P 2) Wind: ASCE 7-10; Vult=165mph (3-second gusgVastl=128mph; TCDL=4.2psi; BCDL=3.Opsh, h=14fi; B=52ft; L=34tb eave=6t1; Cat. II; �, �`'" Exp C; Encl.. GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 `�A ••�\ G E N 3) Provide adequate drainage to prevent water ponding. _ 4) This truss has been designed for a 10.0 Pat bottom chord live load nonconcurrent with any other live loads. 39& 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 Woe Witt 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, 268111 uplift at joint and 913lb uplift at joint 13. 7) "Semi -rigid pitchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. n .• ATE I LOAD CASE(S) Standard 6634 January 29,2015 OWARNING- Verily Cesfgn parameters A04REIID NOTES ON THISAND INCLUDED M?EKREFERANLEPAGEMIF]4]3 rev. 02416R015BEFOREUSE ■■ �jyw Design valWfar Use onlywith Millet, connectors. this design 6 based only upon parameters snown. and is for an 4lNvldual bulding component. ApplkabYlly of design parameters and proper lncorporallon of component Is tesponslblllly of bulldkxl designer- not truss designer. &acklg stwum ■■�d-1 k for laterd urgwR ofIrclNxdud web members oNy. AddltlomitemporoWbracingto11151aesta Ultyduringconsfruclbn Istherespo Ulilyofthe MOW erector. AtldBondpe,mownfbfadngoft eove,dlstmctuml5111eresporaNllyofthe dingdesigmr.rorgeneralgdda regarding tabrlcalion. quailty, control, storage. dNNery. erection and Uncap. consult ANSII 9ua6ly Crhers.DS8-89 and SCSI III Component 6904 Parke East BNd. Safety Informallon avaeabie from Truss Rate Institute. 781 N. Lee Sheet. Sdte 312 Alesuncrkt VA 22314. Tempo, FL 33610 T6]9]41] 1,111323 A COMMON 9 t 4.00 12 4x4 = 19 5-9-0 Scale = 1:59.2 3x6 i 17 -- 15 -- 14 rz 3x6 \ 2x3 11 4x6 — ssa = 3x8 = 4sS = 2x3 II LOADING(psf) SPACING 2-0-0 CSI DEFL In (too) I/defl Ud PLATES GRIP TOLL 20.0 Plates Increase 1.25 TO 0.36 Vert(L-) 0.30 14-15 >999 360 MT20 244/190 TOOL 7.0 Lumber Increase 1.25 BC 0.55 Vert(TL) -0.73 14-15 >547 240 BOLL 0.0 ' Rep Stress Incr YES WB 0.53 Horz(TL) 0.15 10 n/a n/a BCDL 10.0 Code FBC2010/rP12007 (Matrix) 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 calling directly applied or 5-8-15 oc bracing. WEBS 2x4 SP No.3 MlTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. 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 Uplllt2=844(LC 8). 10=-844(LC 8) Max Grav2=1355(03 2), 10=1355(LC 2) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3245/1839, 3-4= 2656/1547, 4-5=-2606/1555, 5-18= 2656/1658, 6-18=-2595/1654, 6-19=-2595/1654, 7-19= 2656/1658, 7-8= 2606/1555,8-9= 2656/1547,9-10=-3245/1839 BOT CHORD 2-17= 1636/3008, 16-17=-1636/3008, 15-16— 1636/3008, 15-20= 928/1921, 20-21— 928/1921, 14-21=-928/1921, 13-14=-1636/3008, 12-13-1636/3008, 10-12= 1636/3008 WEBS 6-14=-524/892, 7-14— 313/305, 9-14=-600/407, 6-15=-5241892,5-15=-313/305, 3-15= 599/407 `,001 1114111. TES 1) Unbalanced roof live loads have been considered for this design. �,`G E N 2) Wind: ASCE 7-10; Vul1=165mph (3-second gust) Vasd=128mph; TCDL=4.2pst; BCDL=3.Ops1; h=141t; B=5211; L=3411; eave=6ll; Cat. II; ,��� '�\ Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 39: 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wilt fit between the bottom chord and any other members, with BCDL =1 O.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 844 lb uplift at Joint 2 and 8441b uplift at - joint 10. AT E 6) °Semi-dgld pitchbreaks Including heels' Member end fixity model was used In the analysis and design of this truss. •O •• 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 50lb down and 29lb up at 15-0-0, ANT and 50 lb down and 291b up at 19-0-0 on top chord. The designtselection of such connection device(s) is the responsibility of others. 0 •. OR 8) In the LOAD CASES) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-6=-44, 6-11-44, 2-20=20, 20-21=50, 10-21=-20 tu. January 29,2015 ® WARNING-Vedrydeslgn psnunof.rs and READ NOTES ON THISAND INCLUDED MREKFEFENANCEPAGE01-74M rev. OW111?015 BEFORE USE. Design valid for use only with MOek connectors. Iris design Is baud only upon parameters shown, and Is for an IndiNtlual buNdng componenl. of component Is truss stiown Iln ae luab0lty ucflon lsterespon4Wlg klrwl tern ary braclimig tlur Bnconsht lN of thu buIaterSayowppoaoftWMdudwrs ebmembezn yoAtldlln MOW erector. AddllondneananenlbacinOofifleoverdlshucNre5lharesporaBxBlNofihetxAdnDtlesigrer.FefleDeralguldanceregartlFg fabacallomqudiNcOnf-I.storage.delMeW.ereo nandbacing.conOt ANSIpPII Cuanty Criteria.DSB-89 and BCSI Building Component 6904 Pans East BNd. Safety Information avaI from Truss Hate Irsillule, 781 N. Lee Street Sulte 312. Alexandria VA 22314. Tamp., FL 336t 0 Job russ russ ype Dty Ply 62' Grand Comfort Ill wdh porch T6]9]41] Mtt323 A COMMON 9 l Job Refereroe o tional Chwebere Twse Ina, Fort Pierce R. 34882 ],M a Sep Z] 2012 MiTek industries, ine. Thu Jan 2914:43S5 2015 Page 2 ID:a3B4PavKnnZweXVJckSFBgyuFUN-HObf3YGHles74znDXDNaD4oegYF5cE4PMGv9m8zgUO2 LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 18= 43(F) 19=-43(F) QWARNING-Verity design paremomm and READ NOSES ON MIS AND INCLUDED MNEK REFERANCE PAGE MII-74]9 rev. 12a M7016 BEFORE USE. Design valid for Use only with MUek connectors. This design is based only upon paamefersshown, and is for an lndlvldwl building comp rvanl. ■■■ Applicability of design parameters and proper nccaoca, ion of component Is rest crad,llty of balding designer -not lt=designer. &wing shown kforlaterdvppo ofnavvlduaiwebmOMb MoNy. Addlfbnd temporary brocig totrwne statAlty duMg constuclbn is the respondbVity of the M!Tek' erector. AdmBorwlpemnanentbacln eithroverallstructure,istherespormblllNofthebuildingdeslgner.ParGenteralguklarceregad'og faMldalbR gpality conhol, storage, delivery. maclion and bracbg, tonal ANSUTPII Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Rate Irwtllute. 781 N. Lee Street, Sulle, 312 Alexandria, VA 22314. Tampa, FL 33610 Job russ Truss Type Qty Ply 62' Grand Cohan 111 with porch T6]9]418 M113M GBA HIP i 1 Job Reference o tronal Chambers Truss Inc., Pon Pierce FI. 34982 RMIP4 (.) Top chord must be braced by end lacks, roof diaphragm, or properly connected 4x4 puffins as shown. = 14 3.6 I I 3x6 = 6x8 = 3x6 = ass = 6x8 = 8-0-0 11-1-1 18-6-0 26 0.0 34-0-0 Scale=1:62.2 8-0-0 3-1-1 74-15 7-6-0 8-0-0 Plate Offsets (XY): f3:0-3-8 Edeel 121:0-3-8 Ednel (22'0-3-10 Ednel f24:0.3-80-3-01 (2T0-3-80-3-01 LOADING(psf) SPACING 2-0-0 CSI DEFL In (loc) Well L/d 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 Veri(TL) -0.33 2-29 >397 240 BCLL 0.0 ' Rep Stress [nor NO WB 0.98 Horz(TL) 0.03 22 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight: 1941b FT=O% LUMBER BRACING TOP CHORD 2x4 SP M 30 *Except' TOP CHORD 3-1 1, 11-21: 2x4 SP No.3 BOT CHORD 2x4 SP M 30'ExcepV 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 1001b or less atloint(s) except 2_ 357(LC 8), 27=-1183(LC 8). 26=-1480(LC 8). 22=643(LC 8) Max Grav All reactions 2501b or less at joint(s) except 2=470(LC 19), 27=2282(LC 13), 26=2899(LC 14), 22=947(LC 14) FORCES Qb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-514/295, 3-5= 371/987, 5-7=-636/1292, 7-8-63611292, 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=-212811209,20-21=-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= 3551593, 22-24=-1015/2040 WEBS 3-29=-450/1137, 3-27-1783/696, 5-27= 768/625, 5-26=-513/328, 13-26=-925/614, 18-26= 240611458, 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 o-4-0-2 oc puffins. Except 1 Row at midpt 8-21 Rigid telling directly applied or 6-0-0 oc 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 aulde. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.OpsF h=14ft; B=52ft; L=34h; eave=61l; Cat. 11, 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 2x3 MT20 unless otherwise Indicated. 5) This truss has been designed for a 10.0 lost bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3571In uplift at joint 2, 1183 lb uplift at Joint 27, 14801b uplift at joint 26 and 6431b uplift at Joint 22. 8) *Semi -rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. 9) Graphical puffin representation does not depict the size or the orientation of the puffin along the lop and/or bottom chord. �f 4OR January 29,2015 ® WARNING- Varltydestgnparameare, and BEAD NOTES ON WISAND INCLUDED MREKHEFENANCEPAGEMIf-]4]3res. 02/162015BEFOREUSE Design valid for use only with M6ek connectors. Ids deign is based only upon parameters shown. and Is for an indMdual w1 crog component. Applicabity of dedgn parameters and Incoiporaflon of component is respomblfly of IoUlding designer -not truss designer. Bracing are. proper IsforlateralsupportoftWWmlWebmembersody.A ditbgltemporaryb=fMl0Prunestabnitydu,constnlclbnistherespo=ull1yofthe MiTek' erecter. Acidulated pelmarentbradngoffleoverall structure bPan responsibility ofthe buitdrgdesigner. for genendguidance regarding fabdcallomcWltyconhot.storage,diNeW.ereclbnand wr g,comUt ANSIAPII6luality Criteria.DSB-89 and BC5l Building Component 6904 Parke East Biel, Safety Information avaualsle from Truss Plate Institute. 781 N. We Street. Sulte 312. Alexandrkt VA 22314. Tarnpa, FL 33610 Job Truss Truss Type Oty Ply 62' Gmnd C.r9on 111 wh porch T6]9]418 M11323 GRA HIP 1 1 ,lob Reference o fionel Chembels Truss I... Pon Pierce Fl. 34982 135065ep 212012 MIIeK Industries, Inc. Ihujan2914A4:uz2015 Patna ID:_etC1cxC3izW?huts?ypJyuFUK.aMW IXxLg6nl800gZSBODCYbadN%tllgRzs63VEzgU?x NOTES 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 9671b down and 461 Ito up at 2"-0, and 9671b dorm and 461 lb up at 6-0-0 on bottom chord. The designtselection 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=-07(F=-27), 22-24=-20, 3.11=-103(1` 59), 11-21= 103(F=-59) Concentrated Loads (lb) Vert: 29=-555(F) 24=-555(F) OWARNING. VOd7yd.afgap4mmeter; and READ NOTES ON THISAND INCLUDED MREKREFERANCE PAGEMIP74"row. p& MOISBEFOREUSE V Design valid for use only wlih Meek connocfors. This deelgn b based only upon paramefels shown, and Is for on Indlvldual bulldng component. ■■■ y Applicability of design parameters and Veber lncolporaflon of component is fesporcUlty of unulOing designer- not trus designer: Bracing stwwn ` hforlateralsuppodoftrddplwebmembersody. Adalior"temporarybfmhgtoll estoblltydu gComi=fbnbtherespondbllltyofthe MiTOW creeks. Atic➢tlornlpermanenlbrmkVoftfleove"lslluctur Nis respo ityoftwe ckatle gmr.Fmgenerdgulclo c regadN fabdcaeomqualityconhol.sforage,delNeN.ereciknandbracing.con t ANSIpPIl Quallty Criteria,DSB-89 and SCSI Building Componenl 6904 Palk. East Blvd. Safety Information avalobra from Truss; Rate Institute, 781 N. Lee Street Sulfa 312. Alexandit VA 22314. Town. FL 33610 Job Truss Ituss lype Cty Fly 62' Grand Carron 111 with porch T6797419 M11323 GRB HIP 1 1 Job Reference(optas al Chambers Truss Inc., Fod Pierce FI. 34862 T4raWB WyuFUJ-aMWIXXL95nlB InQ SBOD 2V19I4dbll4R s 3VEz ID:SrRaEWrg04M78G4raWBLWyuFUJ-aMW I%xLg5nI8C10gZSBODCYbh_Nd6114Rzs63VEzgU7x 1-0-0 a4}O F 14-2-6 f— 104-0 zs-0-0 aaa-u von O1-0-0 84?O 6.2E 8-1-10 SE-0 8-0-0 Scale =140.1 6,00 i ass = 4x6 = Sx6 = 5xS _ 4.00 F12 1t2 co 3.6 11 Sx6 WB= 3x4 = 6x8 = 3x6 = GA e-0-0i 14-2-6 204-0 26-0-0 34-0-0 A-gA 8-2E 6-1-10 5E-0 a-0-0 Plate Offsets(XY)' f2'0-4-OEdgel f3:0.5-00-2-01 f4'0-3-80-1-81 f5'0-3-OEdgel f8'0-2-0Edgel f10'03-80-3-01 LOADING (Pat) SPACING 2-0-0 CSI DEFL in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.93 Vert(L-) 0.20 15 >999 360 MT'20 2441190 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 n/a BCDL 10.0 Code FBC2010/rPI2007 (Matdx) Weight: 1501b 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 telling directly applied or 4-8-9 oc bracing. WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpl 3-13 6-12: 2x6 SP No.2, 6-10: 2x4 SP M 30 2 Rows at 113 pis 4-12 OTHERS 2x4 SP No.3 MITek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation Guide. REACTIONS (lb/size) 2=1130/0-8-0 (min. 0-1-12), 12=3419/0-8-0 (min. 0-5-7).8=44610-8.0 (min. 0-1-8) Max Horz2=-77(LC 6) Max Uplift2-898(LC 8), 12=-2520(LC 8). 8=-394(LC 8) Max Grav2=1458(LC 13), 12=4630(LC 15). 8=538(LC 20) FORCES (III) - 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, 11-12-228411302, 10.11=-2284/1302, 8-10=2937781 WEBS 3-15=-408/1222,3-13=-16421779,4-13=-203/929, 4-12=-4684/2540,6-12= 2440/1562, /111111111 6-10= 1739/3381, 7-10= 339/365 % S A. NOTES 1) Unbalanced roof live loads have been considered for this design. .`� O�PG E N �� �`,•'�,� 2) Wind: ASCE 7-10; Vuit=165mph (3-second gust) Vasd=128mph; TCDL=4.2psh BCDL=3.Opst; h=14ft; B=5211; L=341t; eave it;; Cat. II;� Exp C; Encl., GCp1=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 392 * % 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 5) - This truss has been designed for a live load of 20.Opsf on the bottom chord in aft areas where a rectangle 3-6-0 tall by 2-0-0 vide Will- fit between the bottom chord and any other members. % �: 6) Provide mechanical connection (byothers) of truss to bearing plate capable of withstanding 6981b uplift at Joint 2, 2520111 uplift at Joint i 12 and 394 lb uplift at Joint B. 7)'Semi-dgid pitchbreaks Including heels' Member end fixity model was used In the analysis and design of this truss. ,���� •;C(� R (�P,`: ���`, 8) Hanger(s) or other connection devlce(s) shall be provided sufficient to support concentrated loads) 967111 down and 461 Ib up at 04, ss ' • • • • responsibility 6-0-0.and967 Ito down others. and 461 Ib up at 8-0-0 on bottom chord. The design/selection of such connection device(s) Is the I�Q 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).�d'i LOAD CASE(S) Standard 29,2015 WARNING. Venly deslgn parameters and BEAD NOTES ON THIS AND INCL UDEO MMEN REFERANCE PAGE MII.7470 rey. 0YI6@015 BEFORE USE i antl brachg. comNI ANSI/TPI I Quality criteria,D56-ay ona ausi 6unamg componere 6904 Parke East Blvd. 781 N. Lee Sheet. Suite 3IZ AlexcndWi. VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply 62'Grand Corban 111 wbh porch T6]B]41B M11323 GRB HIP 1 1 _ Job Reference o rek In Chambers Tmsn Inc., Fod Pierce FI. 34B62 ].350sSep 2]2012 FUJ-MWIxLg5lns,Ina Thu Jan 2914Adbll29r6Page 2 ID:SrRBEyyrg04M78G4raWBLWyuFUJ-aMW I%cLg5nI0GOgZSBODCVbh_Nd6114Rzs63VEzgU?] LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3_ 44. 3-7=-107(F=-63), 7-9=-44, 2-15=-20, 10-15=-49(1` 29), 3-10=-20 Concentrated Loads (Ib) Vert: 15=-555(F) 10_ 555(F) WARNING -Vod/y daslgn parameters end BEAD NOTES ON THISAND WCLUDEDM]!EK REFERANCE PAGE MIh74T3 rev. S2/162e15 BEFORE USE 6904 Parts East BNd. Tampa, FL 33610 Job Truss Type Oty, Ply 62' Grand Corson III with porch T6]9]420 M11323 J2 MONO TRUSS e 1 Jab Reference (optional) Chambem Truss Inc., Fan Pierce FI. U982 7.350 s SeP 2] 2012 MRek IndusUies, Inc. Thu Jan 2914:44:032015 Pagel IDxl?zSlzTbJCDIIrGPH1 OukyuFUl.2Z4glHMlsSt?2901?vXSlm83Kn5W U_PbCWrcl hzgU?w -0-0 2-0-0 -0-0 2 O Refer to MTek "TOE -NAIL" Detail for connection to supporting carrier truss (typ all applicable leeks on this job) 3x4 = LOADING (psi) SPACING 2-0-0 CSI DEFL in (too) Vdefl Ud TCLL 20.0 Plates Increase 1.25 TC 0.12 Vat -0.00 2 >999 360 TCDL 7.0 Lumber Increase 1.25 BC 0.07 Vert(TL) -0.00 2-4 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a Na BCDL 10.0 Code FBC2010rrP12007 (Manx) LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS (lb/size) 2=122/0-8-0 (min. 0-1-8), 4=19/Mechanical, 3=29/Mechanical Max Harz 2=66(LC 8) Max Upllft2=-143(LC 8), 3=-29(LC 5) Max Gmv2=145(LC 2), 4=38(LC 3), 3=39(LC 13) FORCES (lb) - Max. Comp./Max Ten. -All farces 250 (Ib) or less except when shown. Scale = 1:7.9 PLATES GRIP MT20 244/190 Weight: 8lb FT=O% BRACING TOP CHORD Stmetural wood sheathing directly applied or 2-0-0 as purilns. BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. MiTek recommends that Stabilizers and required cross bmc(ng be Installed during truss erection, in accordance with Slablltzer Installation quids. NOTES 1) Wind: ASIDE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psh BCDL=3.Opsf; h=141t; B=521t; L=34ft; eave=6f ; Cat. II; Exp C; Encl.. GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. \\\\I1IIIIIII 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 143lb uplift at joint 2 and 29lb uplift at joint \\\\ S A. J. 3. 6) Semi -rigid pitchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. `��,\OC E N ��e 0i LOAD CASE(S) Standard 3938 ATE �/ G 29,2015 WARNING. vaelydaargn paramererc and READ NOTES ON TNISAND INCLUDED AUTEKREFERANCEPAGE111IF747'S mv. 021162015SEFORE USE a......,au c.. .,....a.,enm nnnnL nnnronlnm Ak flntlnn k Fnmtl nnly uron n(aamete1S5110Vm. Ur1tl 13 far On IadVldlg bltlr%1 COmpOnOn erecter. Addiflorwl peimment bracing ollhe OVMOIi slmcNrebthe reyMm9x11N of me bWOlix)aeS'gfCr.FIX general gluaa�eregvomg - ....v.. fabrication, quality central, storage. delivery, erecson and bracing. consult ANSI/TPII Quality Criteria,DSB-B9 and BCSI Building Component 6904 Palle East BNd. Solety Information avalloble from Truss Rate Institute. 781 N. We Street. suite 312 Alexandria. VA 22314. Tampa, FL 33610 TRUSS 3x4 Scale - 1:11.2 400 LOADING(pst) SPACING 2-0-0 CSI DEFL in (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.26 Vert(LL) -0.01 2-4 >999 360 MT20 244/190 TCDL 7.0 Lumber increase 1.25 BC 0.26 Vert(TL) -0.03 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) Weight: 14lb FT=O% LUMBER BRACING TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or4-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOTCHORD Rigid ceiling directly applied or 10-0-0oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 3=69/Mechanical, 2=185/0-8-0 (min. 0-1-8), 4=36/Mechanlcal Max Horz2=103(LC 8) Max Upl1ft3=-82(1_C 8), 2=-188(LC 8) Max Grav3=87(LC 13), 2=219(LC 2), 4=73(LC 3) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14f(; B=5211; L=34ft; eave=6ft; Cal. II; Exp C; Encl.. GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. \\S 1 ��� 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 82 lb uplift at Joint 3 and 188 Ito uplift at Joint \ `` A ,♦ 2. q< �•, 'Semi design this .� �P..... B truss. � 6) -rigid pitchbreaks Including heels' Member end fixity model was used in the analysis and of � �.ENS.�y% LOAD CASE(S) Standard 3938 :rQ ATE Q . �'♦♦� .4 OR 10 �i♦,�S�pNA'11111' yC��% ThUS AND /NCLUOEO MREK REFERANCE PAGE MIF7473 rev. 07/1 N1015OEFORE USE for 29,2015 6904 Parke East Blvd. Tanpa, FL 3M10 Job Truss Truss Type Oty, jPq T6]9]422 62' Gtentl Carhon III wish porch M11323 J6 MONO TRUSS 8 1 Job Reference (optional) 4:uc20I5 Perot Chambers Truss lnc., Fort Pierre FI. 34B82 ].35065uzgyuFUG-Wi3ydNIdP IsfJzxZJdn Le14.99DRfkQAbAZ7z IDaP6jtzJbcS>Lc_IXi4uzgyuFUG-W Ie3ytlNwdP7sfJzx2c2hHzg3tB19DRfkOAbAZ7zgU'!v 1-0-0 3x4 = LOADING(psf) SPACING 2-0-0 CS] DEFL in (loc) Well Ud TOLL 20.0 Plates Increase 1.25 TO 0.79 Verl(LL) -0.06 2-4 >999 360 TCDL 7.0 Lumber Increase 1.25 BC 0.68 Vert(TL) -0.16 2-4 >418 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix) LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS (lb/size) 3=117/Mechanical, 2=246/0-8-0 (min. 0-1-8), 4=56/Mechanical Max Horz2=141(LC 8) Max Uplift3=-144(LC 8), 2— 218(LC 8) Max Grav3=144(LC 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: 20lb FT=O% BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid telling directly applied or 10-0-0 oc bracing. MITek recommends that Stablllzers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation quids. NOTES 1) Wind: ASCE 7-10; VNIt=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6fl; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pat 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 w411 fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 1//111111 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1441b uplift at Joint 3 and 2181b uplift atA. Joint 2. ,�� P 6) "Semi -rigid pltchbreaks Including heels" Member end fixity model was used In the analysis and design of this truss. � O; •gip E N M LOAD CASE(S) Standard rcAT E -5-FIL�: 44/ /O N A"," January 29,2015 ,&WARNING-Verlrydeslgn pavemefers and HEAD NOTES ON THISAND INCLUDED MNEKB£FEBANGEPAGEMg-]4]3 rev. OW&MOISBEFOBE USE Design valid for use oNywkh Mnek connectors. This design N boned only upon parameters shown, and is for an IntllNdual bu0tllrg component. �Applianb911y oftleslgn Prsametersondproper hcorporalion ofcomponent IsresponsiAlly ofWldhg desgner. not tnasdesigner. &acingshown !SO4 Is for lateral support of Individual web members orcy. AcidtlorottemixoraryUmfth form esfcb6itydwhgcomfrucfbnIsthetOSP n Nlltyoftheemalat. Ibr�pennanenibraclrgolfheovemllstrucNrekinoresponsBfllltyoflhsbNNngdesigrer.Forgeremlguldarxsregatdtrg ek'falodcalloo. quality control.storage.delivery. creation andbracing. consult ANSIRPII Cuallty Criteria,DSB-89 and BCSI Bullaing Component Safety Information avallade from Buss Rate Institute. 781 N. We Street Wife 312. Alexandria VA 2K 14. arke East Blvd. Tampa. FL 33610 Job Trwg Truss Type Ory, Ply 62' Grand Carron 111 with porch T67074M M11323 JB MONO TRUSS 2D 1 Job Rafererce (optional) Chambers TIVea Inc., Fort Pierce FL M982 3x4 = /.:1]V SOep L/G.,. MI eK nor ..Ie6,n%.. InU J9rI Ltl 19:99:V9 [V I] Qel ID:tP6jtz-17xSx_c M4ta9yuFUG-Wle3ydNwdP?sfJzxZc2hHzg81B06DRfkOAbAZ7zgU?v 8-0-0 8-0-0 LOADING (pst) SPACING 2-0-0 CS! DEFL In (roc) Well Ud TOLL 20.0 Plates Increase 1.25 TO 0.51 Vert(LL) -0.15 2-4 >613 360 TOOL 7.0 Lumber Increase 1.25 BC 0.30 Vert(TL) -0.37 2-4 >245 240 BOLL 0.0 ' Rep Stress Incr YES W B 0.00 HOrz(TL) -0.00 3 n/a role BCDL 10.0 Code FBC20107TPI2007 (Matix) LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 31 REACTIONS (lb/size) 3=163/Mechanical, 2=308/0-8-0 (min. 0-1-8), 4=76/Mechanical Max Horz2=179(LC 8) Max Uplift3=-203(LC 8), 2=-250(LC 8) Max Grav3=200(LC 2), 2=360(LC 2). 4=153(LC 3) FORCES (III) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. Scale = 1:17.7 PLATES GRIP MT20 244/190 Weight: 26111 FT = O% BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2ps1; BCDL=3.Opsf; h=14ft; B=52f1; L=34f; eave=6ft; Cat II; Exp C; Encl., GCpl=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. ` `,S 1 A 7i 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2031b uplift at joint 3 and 250 lb uplift at `�% joint 2. 6)'Semi-rigid pitchbreaks Including heels' Member and fixity model was used In the analysis and design of this truss. ��� 3931 `rF LOAD CASE(S) Standard 4;sS/p R LttiRk:` January 29,2015 A WARNING. Vent,, design paramelere and REIS NOTES ON TNISANO/NCLODEDMITEKREFERANCEPAGEM&7473 rev. DY18201SBEFOREUSE ■ Dedgn vapid for use only Wth Mnek connectors. Als design 5 based only upon parameters shown, and 6 for an lndMdtlol brAding component. Incorporation wn - not force 81espwrobli ofllre of taaul rconttiuclion tlaMgilding �Iaeraltyo5lrprwdoflndlvldualwebmemb mrs dyy. Mcilkxwl fernMarybrocing oInaaestis the rr MiTek' erector. Addlonal permanent forming of the overall structure Is the respommlllty of Ire bMding dedgner. For general gu ldarsce regardlno fabdectiom quality conhol, storage, delivery, erecllon arxl bracing• consul ANSI/1PII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Bud. Safety Information avaYabie from Truss Rate Iretitute. 781 N. Lee Street Sulte 312. AlexarxlMl VA 22314. Tampa, FL 33510 Job Truss Truss Type Ory Ply 62' Grand carrion III with porch T6J9]424 M11323 KJB MONO TRUSS 4 1 Job Reference (optional) Chambers Truss Inc., Fod Pierce FL 34982 1-5-0 7.350 s Sep 272012 MiTek Industries. Inc. Thu Jan 29 14:44:05 2015 Yager ID:Lcg54J9LuEancmZt40b7W MyuFUF-_xBRAzOZOi7j HTY87JZwgBDMBak8yo7ufgKj6ZzqU7u Scale=1:20.8 3x4 = 5 3x4 = 73-4 3.11.12 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Well Lid 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 [nor NO WB 0.44 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight: 44lb FT=O% LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS (lb/size) 4=164/Mechanical, 2=411/0-11-5 (min. 0-1-8), 6=499/Mechanical Max Harz 2=244(LC 8) Max Uplifl4=-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 gb) - 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 puffins. 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=4.2ps1; BCDL=3.Opsf; h=14fh B=52f ; L=34fl; eave=6fh Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss Is not designed to support a ceiling and is not Intended for use where aesthetics are a consideration. t,I III I I I This tom chord ve load nonconcurrent th ve loads. 4) * This trruss has been dss has been esigned for a live ned for a 10.0 � ad olf 20: psf on the bottom chord in all areaswherewherre ay other ir rectangle 3.6-0 tall by 2-0-0 wide will ��`(�,P.S • A fit between the bottom chord and any other members. ��` Q" ••' 5) Refer to girder(s) for truss to truss connections.�..�� G E N 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 204 lb uplift at joint 4, 3251to uplift at joint 2� and 2781b uplift at joint 6. 39: 7) "Semi -rigid pitchbreaks Including heels* Member end fixity model was used in the analysis and design of this truss. * J 8) 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 Incresse=1.25 O . ATE Uniform Loads (pit) Vert: 1-8='44 O R it Trapezoidal Loads (pit) 0 s • ' ........ Vert: 8=0(F=22, B=22)-to-4=-124(F=-40, B=-40), 2=-2(F=9, B=9)-to-5=-56(F=-18, B=-18) ���i SRO N A`l-���`1 29,2015 O WARNING -Verily decrgn Pdramefors and READ NO TES ON THIS AND INCLUDED MITEK REFERANCE PA GE MII-7473 rev. 02,16VOIS BEFORE USE Design valid for use only with Mffek connectors. IDls tlesign is based only upon Parameters shown. and is for an lnchIc al bAdrg component. C� � 'Pat App:k;ab0lty ofdesign Parametersandpfoperinc raflonofcomponent kresponsUlyofbullding designer -not imss tlesgner. Noting stto L m[WerdsupwdoflndMdualwebmembens y. Mdllbrwl femporaybrxVg to Bwae sloWlydurhgconsWctonk the responaNflyofR {s ,� . erector. Addlllonal permanent braclrg of the overall structure Is the reslaondbillty of Ine bulaling desgrter. For general guidance regarding fabrication, quarry control, storage, delivery, erection anal bracing, connut ANSON I Quality ClBelo,DSB-89 and BCSI Building Component 6990 Eeh Bind, Safety Informallon available from truss flue kntllute. 781 N. Lee Street. sure 312 Alexar aft VA 22314. TaWa. FL =10 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 0- /ld T For 4 x 2 orientation, locate plates 0-Ad' from outside Numbering System u Dimensions shown In ft-in-sixteenths I I (Drawings not to scale) 1 2 3 TOP CHORDS c1-2 c2a WEBS qro 4 c0 W 2y 0 2 u `iJ3", 3 O n ay�° U cra css ~ ® General Safety Notes Failure to Follow Could Cause Riepe Damage or Personal Injury 1. Additional stability bracing for truss system, e.g_F � diagonal or X-bracing. is always required. Seel 2. Truss bracing must be designed by an enginee���' wide truss spacing, individual lateral braces the Se may require bracing, or alternative Tor l bracing should be considered. - 3. Never exceed the design loading shown and newP'f stack materials on inadequately braced trusses. �- 4. Provide copies of tirB buss des to the building erection designer.nsupmessor, property owner a BOTTOM CHORDS edge of truss. 8 7 6 5 5. Cutmembers tobear 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 otjoint 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 location details available in MiTek20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment In accord with ANSI/TPI 1. software Or Upon request NUMBERS/LETTERS. 8. Unless otherwise noted, moisture content of lumber shill not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted, this design is not applicable for ICC-ES Reports: use with fire retardant preservative treated, or green lumber. The first dimension is the plate 10. Camber is a non-structural consideration and is the width measured perpendicular 4 x 4 ESR-1311, ESR-1352, ESR1988 responsibility of truss fabrcator. General practice is to to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and locationns. dimensions minimum indicated ore minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and sae, and ^� in all respects, equal to or better than that specified. 7 Indicated by symbol shown and/or by text in the bracing section of the 13. Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. 74. Bottomchords require lateral bracing of 10 H. spacing, BEARING or less. If no cuing Is installed, unless otherwise 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. _ .B 18. Use of green or heated lumber may pose unacceptable environmental health or performance risks. Consult with project engineer before use. Industry Standards: ANSI/TPI1: 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. a BCSI: Building Component Safety Information, �'�/� 1/ 20. Design assumes manufacture in accordonce with Guide to Good Practice for Handling, e K ANSI/ml 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses, MITek Engineering Reference Sheet: MII-7473 rev. 02/16/2015 9-15— DESCRIPTION: BEING ALL 38 GRANDE VISTA WAY, OF THE UNRECORDED PLAT OF SPANISH LAKES PHASE 1, OF ST. LUCIE COUNTY FLORIDA. ABBREVIATIONS: FFE = FINISHED FLOOR ELEVATION R/W = RIGHT-OF-WAY R = RADIUS OF CURVE L = LENGTH OF CURVE SF = SQUARE FOOT A = DELTA OF CURVE z N 8 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 GRANDE VISTA WAY HAVING AN ASSUMED BEARING OF NORTH, 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. EXISTING AVERAGE TOP OF FORMS a ELEVATION=18.80 2 OF ABOVE EDGE EXISTING ALE: 1"=30' ALEXANDER J. PIAZZA PSM, II TE: 9-15-15 Surveying " Mapping " Consulting AWN: CJM*LBJ7280 619 SW Biltmore Street Port St. Lucie, Florida 34983 B NO.: Phone: (772) 340-7770 15-2170 Fax: (772) 340-2250 PERMIT #. / Sa G - o S! g St. Lw-fa CCa. fiL DaM.`L�.S! rAp•r,.�xfsd gPM/r CERTIFIED TO: WYNNE BUILDING CORPORATION K:\BUILDERS\DWG2015\15-2170.dwg, 9/15/2015 3:18:16 PM ALEXANDX J. PIA Professional Surveyor 8 Mapper Florida Certificate No.: 6330