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Home My WebLink AboutSUBMITTED PAPERSALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: �� SCANNED Permit Number: bJ�� BY ' -- St. Lucie County RECCE? V E D, Building Permit Application JUN 3 G «; Planning and Development Services Building and Code Regulation Division 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential. X PERMIT APPLICATION FOR: Building PROPOSED IMPROVEMENT LOCATION: Address: 66 MEDITERRANEAN NORTH Legal Description: SECTION 26 / TOWNSHIP 36s, RANGE 40e Property Tax ID #: 3414-501-1701-000/9 Lot No.66 Site Plan Name: SPANISH LAKES ONE Block No. Project Name: Setbacks Front V Back: BSI Right Side: ��1 LeftSide: \Cgl DETAILED DESCRIPTION OF WORK: MOBILE HOME REPLACEMENT: SINGLE FAMILY RESIDENCE - 2 BEDROOM / 2 BATH / GARAGE CONSTRUCTION INFORMATION: itiona wor to e e orme under tispermit—check all apply: Z✓ HVAC Gas Tank Gas Piping _ Shutters Q Windows/Doors Z✓ Electric ❑✓_ Plumbing ❑Sprinklers Generator Roof Total Sq. Ft of Construction: 2,108 S Ft. of First Floor: 2,108 Cost of Construction: $ 58,000 Utilities:Sewer D Septic Building Height: OWNER/LESSEE: CONTRACTOR: Name WYNNE BUILDING CORPORATION Name: MATTHEW LYLE WYNNE Address: 8000 SOUTH US HWY. 1 SUITE 402 Company: WYNNE DEVELOPMENT CORPORATION City: PORT ST. LUCIE State: FL Address: 8000 SOUTH US HWY. 1 SUITE 402 City: PORT ST. LUCIE State: FL Zip Code: 34952 Fax: (772) 878-7656 Phone No. (7772) 878-5513 Zip Code: 34952 Pax: (772) 878-7656 E-Mail: Phone No. (772) 878-5513 Fill in fee simple Title Holder on next page ( if different E-Mail: State or County License: 8898 from the Owner listed above) If value of construction is $2500 or more, a RECORDED Notice of Commencement is required. , SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION: DESIGNER/ENGINEER: _ Not Applicable MORTGAGE COMPANY: x Not Applicable Name: BRADEN&BRAZEN Name: Address: 417 COCONUT AVE, Address: City: STUART State: FL. City: State: Zip: 34996 Phone: (772)287-825e Zip: Phone: FEE SIMPLE TITLE HOLDER: X Not Applicable Name: Address: City: Zip: Phone: BONDING COMPANY: Name: Address: City: Zip: Phone: I certify that no work or installation has commenced prior to the issuance of a permit. _Not Applicable St. Lucie Count makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conrlict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before commencing work or recording our Notice of Commencement. ^ Si a f Owner 'A'"' rif Lessee i SigriaturetofiCoritr for/LicenserPHo(-der ::� STATE OF FLORIDA STATE OF FLORIDA COUNTY OF St. Lucie COUNTY OF R _ T.uri e The forgoing instrument was acknowledged before me The forgoing instrument was acknowledged before me this 29ttlay of .Time . 20:LbL by this 29t,Hay of June , 203M by Tula lzmna 15 15 i�t]F�W,�r�9 N1}it7F39 PMai-*haw (Name of person acknowledging) (Name of person acknowledging ) ' nature of Notary Public -State of ida) (Sw4atuKe of Notary Public- State orida ) Personally Known X OR Produced Identification Personally Known X OR Produced Identification Type of Identification Produced Type of Identification Produced Commission No. A" Wd=0MN�187847 Commission No. Seal '+'•. ,•� EXPIRES: FBbnwy 23, 2018:"r ' k,� 8116�W MASFE Bmded ThN Public Udewbm Revised 07/15/2014 s: EXPI: February 23, 2019 Bonded Th.RESktaryPubfoUMemkeq REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE f COMPLETE J INITIALS Mom., BRAOEN & BRADEN, A. I. A., P. A. -qYChdecI5 & 'P lanners 417 COCONUT AVENUE, STUART,, FLOROA 24996 TELERiONE: (772) 287-B25S FAX (772) 2B7-92B3 #AAC-000032 St. Lucie Coun, Building Depaatment Permit i 1506 0542 RE Address: 66 Mediterranean North To whom it may concern, Please note, The concrete strength of the slab shall be 2,500 psi. If you have any questions please feel free to call me at (772) 287-8258. VP 1 aden Braden AIIA .. RECEIVED AUG 0 6 2015 July 29, 2015 BRAOEN & BRAOEN, A. I. A., P. A. 9Irchilects & of Tanners 417 COCONUT AVENUE, STUART,, FLORIDA 34996 TELEPHONE: (772] 297-B25B FAX (7721 2B7-B293 #AAC-000032 July 29, 2015 St. Lucie County Building Department Permit # 5O" U RE Address: 66 Mediterranean North To whom it may concern, Please note, The concrete strength of the slab shall be 2,500 psi. If you have any questions please feel free to call me at (772) 287-8258. EL Braden & Braden AIA PA of i BRADEN 6 BRADEN, A. I. A., P. A. 97rchilecl5 & nllanners 417 COCONUT AVENUE, STUART. FLORIOA 34996 TELEPHONE: (772] 287-925S FAX (772) 287-9253 AAC-000032 St. Lucie County Building Department Permit #: 1506-0542 RE Address: 66 Mediterranean North To whom it may concern, Please note, the bollard shall be 4". /S-M - 65q Z ST. Lt?CTF rOVNT V T+L1f/,nrC t�tvlsrov MIMED POI( co.NkuNCE REVI:.'VED BY_ DATE PLANS A\D PERMIT , "ST E KEPT ON JO" OR NO LNSPECTION WILL BE ILWE. If you have any questions please feel free to call me at (772) 287-8258. THESE PLANS AND ALL PROPOSED WORK Tha, ARE SUSJECT TO ANY CORRECTIONS !REQUIRED 6'LFIELD INSPECTORS THAT MAY DE NECESSARYA ORDEn TO D e R Braden CIMFLY,I TH ALI, A PPLIGF+SLEE CODES, Braden & Braden AU PA August 10, 2015 'AM JOSEPH E. SMITH, CLERK OI '3 CIRCUIT COURT — SAINT LUCIE COUNT:' FILE N 4086607 OR BOOK 5 PAGE 1907, Recorded 06/30/2015 at`, 31 AM Apr RKDRDINGRETURNTO: PUMITNUMOER: �' 'ILi,n1'n:e u'ns'v,N h+'r,brtJi'cinh r J NOTICE OF COMMENCEMENT The undmigncd hcrcby given notice that improvement will be made to certain teat property, and in accordance with Chapter 713. Florida statutes the following information is provided in the Notice of commcroemenl. 1. DESCRIPTION OF PROPkRTy ILegal description and su za address) TAX FOLIO NUMBER, 34 1 4 — S 01 —1 7 01 —000 9 2. GENERAL DESCRIPTION OF IMPROVEMENT: single family residence 3. OWNER INFORMATION: a.Namclal),e^e Rr ilriing Ccrporat So^ b.A4dro, 8000 S. USl, Suite 402, PSL, FL 34952 c. interest in pmpcny d. Name and address of fee simple titleholder (if other than owner) 4..CONTRACPOR'S NAME, ADDRESS AND PHONE NUMBER: Wynne Development COrporati On 8000 S. USI, Suite 402, PAL, FL 34952 777-87R-5511 S. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: 6.. LENDER'S NAME, ADDRESS AND PHONE NUMBER: 7. Senons within the State of Florida designated by Owner upon whom notices or other documents may be saved as provided by Section 713.33 (U(a) 7., Florida Statutes: NAME, ADDRESS AND PNONE NUMBER: Doug .Brantley 1 Silver Oak Dr. PSL, FL. 201-8418 8. b addition to himself or herself, Owner designates the following to receive a copy of the Licnor's Notice as pmvided in Section 713.13 (1)(b), Florida Statutes: NAME, ADDRESS AND PHONE NUMEER: 9. Expiration date of notice of commencement (the expiration date is 1 year from the date ofeecording unless r different dates specified) ._;20_ Matthew Lyle Wynne, Vice—are=ident Signature of Owner r Print Name and Provide Signatory's TRIHOffree Owner's Authorized ORnr/DirzctodPartner/Maoager State of Florida County of St. r rie The foregoing instrument was scknowledged before me this 29th day of June , 2015 By Matthew Lyle Wynne ,as Vi precMrlent (Wme of pcnon) (Type of aushorisy...eg, Owner, offer, wticc, utorney in bet) For Wynne Building Corporation ' (Name of pony on behalf of whom innmmcnt was cxccwcd) Personally Known or produced the following type of M: �,Ia...mofNot.�yPu Susan Magee(Printed Name of Notary Public) 1`'r:dl EMPIRE&F<b1uDY23.=9 r BaaaflNexsysarrtmnra Under penalties of perjury, 1 declare that 1 have read the foregoing and that the facts in it are [ ve to c c belief (section 92.525, Florida Statutes).., _ Signaturc(s) of Owner(,) or Ovner(s)' Authorized OffrcedDircctor/Partner/Manager who signed above: By: � BY w..aysowona:.ua:p STATE OF FLORIDA ST. LUCIE COUNTY THIS IS TO CERTIFY THAT THIS IS A TRUE AND CORRECT L *THE E.SMIT Dal JLMPT61 015 e: WYNIr., '; BUILDING CORPORAT.-,,.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: 66 Mediterranean North Permit # 1506-0542 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, 41 Matthew Lyle Wynne - V.P. Telephones: Port Saint Lucie (772) 878-5513 Miami (305) 235-3175 10/07/2015 15:29 772589E°-"7 KSM ENGINEERING, PAGE 01/05 IV Ol.Alf KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 3$7-7755 P.O. BOX 78-1377, SEBASTIAN FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-0445 Www•ksmengineering.net MELBOURNE (321) 758-8488 FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229.9093 C.A.: 5693 FAX (772) 589.645g SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED October 6, 2015 KSM JOB # : 152148-1 dlES/ct PERMIT # 15060542 CONTRACTOR Wynne Development JOB LOCATION 66 Mediterranean Boulevard N Spanish Lakes One Port St Lucie, Florida ITEM TESTED Compacted Foundation Fill TEST LOCATION DEPTH "PEN DRY MAX,DRY PERCENT OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION 1. N.E. 0" - 12" 40 105.7 111.2 95.1 2. N.W. 38 106,7 96.0 3. Center 36 107.0 96.2 4. S.W. 40 108.3 97.4 5, S.E. 30 107.7 96.9 Soil Description: Gray and Brown Sand In Place Moisture: 112.0 7.7 Percent W E I I I I I Optimum Moisture: I I 111.0 I I I I 11.4 Percent I I I I I T Max. Dry Density: 111.2 P.C.F. P 11o,c � •._.., I I —.. ..—.. I ..�.. —..--. — I I I @ Test Locations The I I I I I Density & Penetrometer F I I I I I Readings Indicate the 109.01-- — r - j-'_..r.._..T.._..T.._.._ Degree of Compaction Meets. I I I I I Minimu�� I I I I I for �'�. R y 108.0 a .._..�.._.. .._.. �.._...._..+.._.., :. * �Iatural Grade. 8 9 10 11 12 13 14 Moisture - % of Dry Weight M RECEIVED OCT 08 1015 E mam,1. s hy�nakes.Com Fax anc�1�141i�k7; be _QIQ.Gourlty. Q. / Julie E. Keller, P.E.: 68366 "2009TXTERNATIONAL` „. `" Plan �ieview# / b5yz r� �• , �- RESIDENTIAL CODE® :.�. x F0R`ONE AND TWO; FAMILY DWELLINGS `' Fee l,6bZ b l�JURISDIGTION. ` Pry 'County Township etc) ' BUILDING ION,�t6 �:�t�i7c /2arrJca:n1 >{�7%i ,, k..,`` ,,.=s� •� r-. ..�i' (SJreetadpres} �`°'a`-�` t s„ " t s '� 1 mp-t : �..�^� r s • t ✓ sq �z '�� sTM, y�:BUILDINCi DESCRIPTION. R�V�WED BY !lG r A ' Wn rcr �i+ q N} =;1 fSU ledarals4ntlickatfied nkpaeet�ihasis 4aref,pb pjlC"aib�eofe 200•Infernatrohal yesidentlal 71e plan YevW e aecomplisherd as y�,r.gy ,a$aaon,God,,e �r7ndlaatedinS}�istebordislt)nftedfolFlosevotleseeCfbnss eofglljjieotifietlhereirThlsrebotdiaf6r40 $ orrEmoprya'plicablecodesecflonsw�fh # ,`�; tle iesgard(orthe amouritaad fZ%pe of detailed mforfpaeon which is typicai{y#ound onLonstruction documents for,one andlwo family dvelNngsan'd'". r,�tovpnKouses�lt'8oesnotreferencealldodeprowswnswhichmaybeappdcabfetospecihcbuildmgsThis�ecoidstles,goad#obeusedonlybythose �. 'ivhoaei`atyyredgeabie'apapabieofercisin0cocnpeientludefnenflneyalua{ing�onstructiontlocUmenisforcedeco�bpAance„°'�,�,rr, CORRECTION LIST Code No. DESCRIPTION Section cS' 2 b,& lit f� /I, 7,o d5• � ee •" ,• -. � ••� • • -• - -• - •� __ • ISBN 978-1-58001-981-4 • �` • • • • • • a IIIIIIIIIIII IIIIIIIIIIIIII .. 9 78158U 019514 INTERNATIONAL oe • COBEC08NCIC e e • , , --,- 06/10 CORRECTION LIST Code No. DESCRIPTION Section -2- DESIGN CRITERIA [Table R301.2(1)] Floor live load (Table R301.5) 45 psf Roof live load (Table R301.6) 37 psf Ground snow load N/A psf Basic wind speed 165 mph Wind exposure category (R301.2.1.4) C High wind design criteria applicable (R301.2.1.1) xx Seismic design category (SDC) [Figure R301.2(2)] NIA SDC C&D provisions (R301.2.2) N/A Weathering NEGLIGIBLE Frost line depth N/A Termite area VERY HEAVY Decay area N/A Winter design temperature XX Ice barrier underlayment required N/A Flood hazards N/A FIRE-RESISTANT CONSTRUCTION (R302) N/A Exterior walls (R302.1, Table R302.1) N/A Townhouse separation (R302.2) N/A Continuity and structural independence (R302.2.1, R302.2.4) N/A Parapets and construction (R302.2.2, R302.2.3) ROOM PLANNING REQUIREMENTS (R303 through R305) NOTE: Entries to this Plan Review Record that require afield check or inspection of the Installation must be coordinated with the inspection phase (R109).of the project. BUILDING PLANNING (Chapter 3) N/A Two-famil dwellin se aration R302 3 y g p ( ) INSP Dwelling unit penetrations (R302.4) XX Dwelling/garage opening/penetration protec- tion (R302.5) INSP Dwelling/garage fire separation (R302.6) N/A Under -stair protection (R302.7) XX Wall and ceiling finishes (R302.9) XX Flame spread index (R302.9.1) XX Smoke -developed index (R302.9.2) XX Testing (R302.9.3, R302.9.4) XX Insulation (R302.10) XX Flame spread/smoke-developed (R302.10.1, R302.10.2) XX Cellulose loose -fill and exposed attic insulation (R302.10.3, R302.10.4) XX Testing (R302.10.5) INSP Fireblocking (R302.11) INSP Draftstopping (R302.12) INSP Combustible insulation clearance (R302.13) Use Area ft2 Width Average ceiling t Minimum cat lin t Natural* light Natural ventilation* Living 120 T-0" T-O" 5'-0" 8% floor area 4% floor area Dining 70 T-0" T-0" 5'-0" 8% floor area 4% floor area Kitchen N.A. N.A. T-0" 5'-0" 8% floor area 4% floor area Bedroom 70 T-0" 7'-O" T-0" 8% floor area 4% floor area Bathroom N.A. N.A 7'-0" 5'-0" 3 square feet 11/2 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) GLAZING (R308) SANITATION (R306 and R307) INSP Identification (R308.1) XX Water closet N/A Louvered windows or jalousies (R308.2) XX Lavatory INSP Human impact loads/hazardous locations XX Tub or shower (R308.3, R308.4) XX Kitchen area with sink N/A Skylights and sloped glazing (R308.6) XX Sanitary sewer (Chapter 30) N/A Private disposal (Appendix 1) -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) AA 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) NIA 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- I FOUNDATIONS (Chapter 4) MATERIALS (R402) N/A Concrete foundation walls (R404.1.2) N/A Wood foundations (R402.1) N/A Wall height, unbalanced backftll, nominal �( Concrete, compressive strength (R402.2) thickness (Tables R404.1.2(2) - R404.1.2(8), R404.1.5.2] FOOTINGS (R403) N/A Horizontal and vertical reinforcement size and �( 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 5 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 = 1/2" 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/4 (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 backftll, nominal N/A Wood columns (minimum 4" square) (R407.3) thickness (fables R404.1.1(1) - N/A R404.1.1(4), R404.1.5.1] 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 MINIMUM WIDTH OF CONCRETE. PRECAST OR MASONRY FOOTINGS finchesla LOAD -BEARING VALUE OF SOIL s 1,500 2,000 3,000 > 4,000 Conventional li ht—frame construction 1-stc 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 masonry I-story 12 12 12 12 2-story 21 16 12 12 3-story 32 24 16 12 84nch solid or full routed mason 1-story 16 12 12 12 2-sto 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. IN-21 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.a 1(2)j 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 Bearing (1.5" minimum on wood or metal; 3" on masonry or concrete) and lapped joists (3") (R502.6, R502.6.1) N/A Lateral restraint and bridging (R502.7, R502.7.1) N/A Drilling and notching (R502.8) N/A Fastening (R502.9) N/A Framing of openings (R502.10) N/A Wood trusses (R502.11) N/A 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)j 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 R602.3(1)] TREATED -WOOD FLOORS (ON GROUND) (R504) N/A Base course: 4" thick with maximum 3/y' 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) 12 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 Fables R502.5(1), R502.5(2), R602.7.2 and Figure R602.7.21 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, R602.10.6 - 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, R60Z 10.1.5, R60Z 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 tile (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 7/8" corrugated metal; 24" o.c. maximum horizontal spacing; 2.67 square feet maximum area supported (wind > 30 psf and SDC C or D, maximum area = 2 square feet) (R703.7.4.1) 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.If) 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 He/HR; Adjustment factor ROOF SHEATHING (R803.2) XX Grade XX Thickness N/A FRTW allowable stressesigrading XX Allowable spans [Table R503.2.1.1(1)] INSP Installation (R803.2.3) In 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 (R905.3) 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 R1001.4) 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) &11 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A CHIMNEYS AND FIREPLACES (cont'd.) Changes in dimension (R1003.6) Additional load (R1003.8) Termination (R1003.9) Spark arrestors (R1003.9.1) Wall thickness; z 4" (R1003.10) Flue lining - material/installation (R1003.11 and R1003.12) Multiple flues (R1003.13) Flue area (appliance) (R1003.14) Flue area (masonry fireplace) (R1003.15) Inlet (R1003.16) Cleanout opening (R1003.17) N/A Chimney clearance (R1003.18) N/A Fireblocking (R1003.19) N/A Chimney crickets (R1003.20) FACTORY -BUILT FIREPLACES (R1004) N/A Listed and labeled (R1004.1) N/A Installation (R1004.2) FACTORY -BUILT CHIMNEYS (R1005) N/A Listed and labeled (R1005.1) N/A Installation (R1005.3 and R1005.4) EXTERIOR AIR SUPPLY (R1006) N/A Intake size (R1006.2, R1006.4) ENERGY EFFICIENCY* (Chapter 11) XX Compliance; material and equipment (N1101.2, N1101.3) XX Climate zone (Table N1101.2) 'See energy conservation plan review record INSP INSP INSP XX XX XX NA N/A N/A N/A IWA N/A XX Building envelope (N1102) XX Mechanical systems (N1103) MECHANICAL (Chapters 12-23) Appliance labeling (141302, M1303) Appliance access (M1305, M1401) Appliance installation (M1307) Heating and cooling equipment; heating and cooling load calculations (Chapter 14) Exhaust systems (Chapter 15) Duct systems (Chapter 16) Combustion air (Chapter 17) N/A Chimney and vent location and terminations (Chapter 10 and Chapter 18) XX Special fuel -burning equipment (Chapter 19) N/A Boilers/water heaters (Chapter20) N/A Hydronic piping (Chapter21) N/A Special piping and storage systems (Chapter 22) N/A Solar systems (Chapter23) INSP Penetrations of fire -resistance rated assem- blies (R302.4, R302.5) FUEL GAS (Chapter 24) Application (G2401.1) N/A Clearances (G2409) General regulations (G2404) N/A Electrical and electrical bonding (G2410, Appliance location (G2406) N/A G2411) Air requirements (G2407) Pipe sizing (G2413)N/A Installation (G2408) Piping materials (G2414) -10- 0 FUEL GAS (cont'd) Piping installation (G2415 and G2419) Venting (G2426 - G2429) Piping support (G2418 and G2424) Misc appliances (G2423, G2425, G2430 - Valves, controls, connections (G2420, G2421 G2453) 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 (Chapter27) (P2904.5.2) INSP Water heater size and location (Chapter28) 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 (Chapter38) 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 (Chapter40) XX Available fault current (E3606) INSP Appliance installation (Chapter4l) XX System grounding (E3607) N/A Swimming pools (Chapter42) XX Required branch circuits (E3703) N/A Class 2 remote -control, signaling and power-lim- XX Feeder requirements and load calculations ited circuits (Chapter 43) (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 N/AProvisions adopted (R102.5) Compliance with Appendix K verifed HOME DAY CARE—R-3 OCCUPANCY (Appendix M) N/A Provisions adopted (R102.5) N/A Compliance with Appendix M verified -12- E` St. Lucie County Building & Zoning 2300 Virginia Ave Fo pr Fort Pierce,FL34982 BUILDING PERMIT SUB -CONTRACTOR SUMMARY. Wynne Building Corporation (Company/Individual Name) projectlocated at will be using the following sub -contractors for the �D I�A-F�N6 (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 CACO24379 Roofing Treasure Coast Roofing, LLC 19496 RC29027087. Gas PERMIT I ISSUE DATE: NUMBER: 11/19/2014 10:28 7728787�,, WYNNE BUILDING CORP PAGE 03/03 PERMIT # ISSUE DATE PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SUB-CONTRACCORAGREEMENT St. Lucie County Contractor Certification Number: 9049 State of Florida Certification Number (if applicable): S&W' Electric have agmed to be the (Company Name/Individual Name) V..]ertzical Sub -contractor for Wynne Development Corp. (Type of Trade), (Primary Contractor) For the project located 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-cbntractor notice. (Form: SLCCDv (No. 004-00) ]BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) NOTARIZED SIGNATURES AU RXQUIRED Business Name: S&W Electric Address: Sol W. Coker Rd. City/State/Zip: FL 34945 Phone: (772) 464_6496 email: Lawrence Stubbs SIGNATURE PRINT NAME STATE OF FLORIDA, COUNTY OF yS LL e-12. `S DATE THE �FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS � OAY OF M%. � .20 �4S BY AW(iy\LP V WIIOISPERSONALLY KNOWN OR HAS PRODUCED AS IDENTIFICATION. 1 a ScrollAVIVAUNI / s s (STAMP) SLCPDS:12/16/2013 IAURAR.CUBBEDGE =. Commission # EE 209915 a' s' Expires October 21, 2016 04/15/2015 10:55 7728787 WYNNE BUILDING --- PAGE 02/02 PERMIT # ISSUE DATE PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division sUULDING PERMIT SUBCONTRACTOR AGREEMENT St, Lucie County Contractor Certification Number: State of Florida Certification Number (if epplicabto): CFC1428458 T-indguist Plumbing have agreed to be the (Company Namenadividaal Name) Plumbing Sub-contractorforWynne Development Corp_ (Type of Tirade) (Primary Coauactor) For the project located at (Projcat Strect Address or Property Tax ID It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by filing a Change of Sub -contractor notice. (Form: SLCCDV (No. 004-00) BUSINESSQUALIFIER IER (Name of the Individual shown on the Contractor's License) NOTARIZED SIUN,ATURt.ES ARE REQUMED Business Name: Lindquist Plumbing _ Address: 4165 Snae_d Rd- Airy/Statc/Zip: Pbone: Wafip Case ( Aat SIGNATURE PRINT NAME DATE STATE OF FLORIDA, COUNTY OF 7T. " L / r THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS ="G DAY OF _:J__Zf 'v , 201.r BY W'q®E ' CAS e WHO IS PERSONALLY KNOWN I// OR HAS PRODUCED AS IDENTIFICATION. 0 ,q (STAMP) Aa.a.�... %I o �oTK `/ /`tNN K7�//�� ASK yra (STA SIGNATURE Oj(,YOTARY PUBLIC PRINT NAME OF NOTARY PUBLIC SLCPDS: 12/16/2013 „n DO"THY ANN 6Al"N •� . n ; Notary Dublk - 01 "16 My Comm. ExDir@ rea Ocl 2, 2016 s 3 Commission I FF 015226 g,,dld Through National Notary Assn. a1 c., c.4J UM. 11 WYNNE BUILDING CORP PAGE 02/02 PERMIT # ISSUE DATE PLANNING & DEVELOPMENT SERVIC. Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 82 R A State of Florida CertificationNumber (If applicable): CACo24379 Comfort Control of St. Lucie County, Inc. have agreedto be the (Company Name/Individual Namc) air conditioning Sub -contractor for Wynne Development Corp. (Type of Trade) (Primary Contractor) For theproject located at (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. Lucke County by filing a Change of Sub -contractor notice. (Form: SLCCDv (No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) NOTA)R ZED SAGN.ATURES ARE REQUIRED Business Name: Comfort: Control of St. Lucie County, Inc. Address: 15-01 Rili-mnrp St City/State/Zip: Port St, Lucie, FL, 34983 Phone: r-I-771�a� on1n email: Barry ZimmArrnan PRINT NAME DATE OF W • L_iiP i P_ THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS—AdNAYOF 20\S BX ! Yw t MvheC ✓Y�0.Yl WHO IS PERSONALLY KNOWN OR HAS I DUCED /In d at SIGNATUR P F NOTARY PUBLIC SLCPDS: I2/I6/2013 AS IDENTIFICATION. (STAMP) PRINT NAME OF NOTARY PUBLIC i Notary PUWic State of Florida Tracey R Masco)a My Commission SE 193340 all Expiros 04/26/2016 04/15/2015 10:53 7;21 556 WYNNE BUILDII ORP PAGE 02/02 PERMITN I I ISSU'_ DATE nr. PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification ti anber: t o d o a State of Florida Certification Number Ofapplic.ble). R Q 2Trea7 sure Coast Roofing LLG have agreed to be the (Company Narm:AndMdual Name) Ro frog _Sub -contractor for Wynne Development Cor (Type of Trade) (Primary Contractor) For the project located at (�p v \�"t2 �s . < l (Project Street Address or Property Tax ID It) 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 Sling a Change of Sub -contractor notice, (Form: SLCCD'V (No, 004-00) BUSINESS QUALIFIER (Name of the Individual Shown an the Contractor's License) NOTARIZED SIGNATURES A RE RJE'QUIR]M Business Name: T .PZIZ111 Coast Rooiing LLC Address: 1A1fi Rilt"norn S` — City/Statd2ip: pot at,. Lucia, F 34984 Phone: (772) 343-8308 email: _ _ _ Brian Maloney D( . SIGNATU PRINT NAME STATE OF FLORIDA, COUNTY OF �Si J-1-4 L THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME TIIIS,c;4. DAY OF BY 14-e o u e--J WHO IS PERSONALEA' KNOWN ✓ OR HAS PRODUCED AS IDENTIFICATION. SIGNATURE O — PUBLIC c'Ro7a,t Y �}.,v,�/ ,6 4%rz ,o PRINT NAME OF NOTARY PUBLIC SLCPIJSr 17/162013 DOROTHY ANN BASKIN t Y Notary Puatk • Sias of Fltulda . . •- My Comm. Eapkal Dot 2, 2016 ' 7,q �, CommUalOn O FF 01B226 BondadtarouaANttlondNotary Alto. (STAMP) 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 propertyaJ� 4ZA-2cl.� e`1 Part of 3414-501-1701-000/9- Section 26, Township 36s 6 Range 406 (Tax ID/Legal descripoon/Address) for which I have applied to St. Lucie County for a Final Development Permit. In accepting this Final Development Permit, BP Number , I acknowledge that as owner of the above described property, and in accordance with Section 7.04.01(D), St. Lucie County Land Development Code, I shall be responsible for assuring adequate drainage so that the immediate community WILL NOT be adversely affected. I further acknowledge that In granting this permit for the development of this property, St. Lucie County Is nL11CC obliged nor liable to provide for, or maintain in any form, adequate drainage off my property which will not adversely affect the immediate community. Matthew Lyle Wynne `/ •� 061/25 w r Property Owner Name WMQeyS' -nature Date STATE OF FLORIDA. COUNTY OF S t. L u C 1 e ACKNOWLEDGED BEFORE ME THIS 29th DAY OF Tn ' 204, BYMatthew Lyle Wynne wHO IS PERSONALLY KNOWN TO ME`33R WHO HAS PRODUCED AS n7ENTGFICATION. 4nGan Magee SIGNATURE OF NOTAR TYPE OR PRINT NAME OF NOTARY (SEAL) NOTARY PUBLIC TITLE COMMISSION NUMBER SUS I MAGEE MY COWSSION Y FF 137547 :41 EXPIRES:Fehnlery23,2018 Banded TOM WaYPUble Undemdm Professional Insulators of South Florida FTC Insulation Installation Certificate To: St Lucie Coun Date; Aril 15, 2016 Re; I Lot(Block; Address: 166 Med North Project: The nndersioned herehv certifies that insulation has been installed in the above described property as follows: 1. Exterior CBS walls have been insulated with: Spray -on Cellulose Thickness in inches: Fiberglass Blankets Manufacturer: Fl Foil Rock Wool Blankets Density: X Aluminum Foil R-Value: R 4.1 Rigid Board Polystyrene Other 2. Ceilings (level) have been insulated with: Spray -on Cellulose Thickness in inches: 11.1" X Fiberglass Blown Manufacturer: Climatepro Rock Wool Blankets Density: Aluminum Foil R-Value: R-30 Polyurethane Open Cell SPF Ceilings (Inaccessible) insulated with: Spray -on Cellulose Thickness in inches: 9.5" X Fiberglass Blankets Manufacturer; Owens Corning Ignition Barrier Density: Fiberglass Blown R-Value: R-30 Cellulose Loose fill Open Cell SPF 3. Interior kneewails have been insulated with: Fiberglass Blankets Thickness in inches: Fiberglass Loose Fill Manufacturer. Rock Wool Density: Fiberglass Blown R-Value: Cellulose Loose Fill Open Cell SPF 4. Garage partition walls of A/C living area have X fiberglass Blankets been insulated with; Rock Wool Thickness in inches; 3.5" Polyurethane Manufacturer; Owens Corning Spray -on Cellulose Density: Open Cell SPF R-Value• R-11 S. The following have been insulated: ,,�i��stgaaayq o��agu�an oaa� ® , 2003 ri: �. a a NM Ma aaa �+a��,ca�N WYMM 13UU,DINGr CORP. General Contract/Builder CBC12$4041 Competency # Professional insulators of South Florida, Inc. Insulation Contractor By: q,3 TO b66-A L000/LOOOd 0LL-1 999L8LKLL da00 Buipjin8 auuAM -WOa9 6£:60 9L,-£0-90 A S /AJ14 / Planning & Development Services Building & Code Regulation Division 2300 Virginia Ave Fort Pierce, F1.34982 772-462-2172 Fax 772-462-6443 CERTIFICATE OF TERMITE TREATMENT CONSTRUCTION SOIL TREATMENT PERMIT #: _,,JOB ADDRES : r6, iy?Pcb *errae ' Y �d-vd ii/m/� BUILDERJCONTRACTOR: ad H041 PEST CONTROL CONTRACTOR; l -e •- il9LE� PEST CONTROL LICENSE #: We, the undersigned, hereby certify that we have pretreated the above described construction for subterranean termites in accordance with a standards of the National Pest Control Association. Square feet if area treated: 35 YAP I sd L/GChemicais used: RkC� q I + R Percentage of solution: ©6� Total gallons used: 1 5 Date of Treatment: 3 Time of Treatment: _Footing Slab _1" Treatment _iv Treatment —Re-Treat Re -Treat `Pools .2'/ 1't Treatment _1�' Treatment Re reat _RTeat th �per M4-16 tZPierJrneta7�forFna1 inspection_1' Treatment_ Re -Treat Signature of Exterminate Note: There must be a completed form foreach required lmeatmentarre-treabnentand this form mustbe on the jab site to be picked up by the Inspector attime of each inspectlon or the scheduled Inspection will fall and a •re-lrtspeefion fee charged. 1`13=4.2.6CeKr8mteOfprotCUVeTrea&nerrtforpreventfonoftemutes. Aweab4erresistantjobsimpostlagboard shall be provlded to receive dupfrote Treatment Ce&7cBtes as each re7ulred protedIve trwtmentis completed, providIng a ropy for the person the permit is &ued to and anther copy for the bullding permit files. The Treatment Certificate shall provide the product used ldentlty of mire applicator, time and date of the treammenl, site lorahh% area treated, chemical used, petrent roncenbabon and number of gallons used, to establish a verifiable record of p otedlve bealmsnt. If the soil diemiral ban7rermefhbd fortermite prewntran is use4 final exterior treabnent shall be corpletedprror to Anal bulldrbg approval. St Lucie County requires for the final inspection for CO, a Permanent Sticker to be placed on the electrical panel box cover, listing all the treatments and dates of applications. . Planning & Development Services . . Building & Code Regulation Division 2300 Virginia Ave Fort Pierce, FL 34982 772-462-2165 Fax 772-462-6443 Request for 30-Day Temporary Polder Release Date, -\--\\vk Project Address. Permit Number: 1ST THE UNDERSIGNED .HEREBY REQUEST RELEASE OF ELECTRICAL POWER TO THE ABOVE DESCRIBED PROPERTY, FOR A PERIOD NOT TO EXCEED THIRTY (30) DAY.S,'FOR THE PURPOSE OF TESIMM SYSTEMS AND EQUIPMEN7IN PREPARATION FOR A FINAL INSPECTION. M CONSIDERATION OF APPROVAL OF THE REQUEST WE HEREBY ACIUVOWLEDGE AND AGREE AS FOLLOWS: 1. This tempoiary power release is requested for the above stated purpose only, and there will be no o=pency of any type, other than that permitted by construction during this time period: 2. As witness by our signatures, we hereby agree to atfWe by all terms and conditions of this agreement, intluding Building Division Policy, which is incorporated herein by reference. 3. All conddfons and requirements listed in the attached document entitled "Requirements for 30 Day Power for Testing® have been fuf lied and the premise is ready, far compliance inspecZorb 4. M requests for an extension beyond 30 days must be made in writing to the Bwlding Official stating the reason forthe request Power maybe removed from the site and/or a Sfop. Work Order issued if the Final Inspection has not been approved within 30 days. A fee of $100.00 will be required to rdt the Step Work Order. WE HEREBY RELEASE AND AGREE TO HOtD-HARMLEgS, ST. LUCIE COUNTY, AND THEIR EMPLOYEES FROM ALL LIABILITIES AND CLAIMS OF ANY TYPE OF NATURE WHICH MAY ARISE NOW OR IN THE FUTURE OUT OF THIS TRANSACTION, INCLUDING ANY DAMAGE WHICH MAYBE INCURRED DUE TO THE. DMMNNEMON OF ELECTRICAL POWER IN THE EVENT OF VIOLATION OF THIS AGREEMENT. '::;:' � :RECEIVED APR111.!!1F 608-d L000/LOOOd E69-1 999L8LELL dJ03 Buipl!n8�auuAM WOUJ LL=60 9E,-EL-t0 TITAN t CONCRETE Materials for Life' gmncretd, _ s "Thank you - We appreciate .your business" OTicket no. FORT PIERCE 4199 SELVITZ ROAD 283137 FT PIERCE, FL 34982 Delivery date I� Plant Truck Drive Tuck size Type job 1. 1' I,1 Z l I -_t!.'Y,J: 7 rtTE — E 1 1. /Ti f, g y An n Customer no. Customer name Zone Tax CD 'larAr/l45'7rs I Rr1ilNFy NAi,i. r:rlpir`RF:TF. r;om T I. Tc Tarmac project no. Customer P.O. no. - Order no. Terms code hare delivered t-C7-Chargeg Time due 441 (71:R 1 I R iol I ' EO.B.ivere4-C4-C.O.D.-F.O.B.3-C.O.D. -F.O.B. fTl , 9 Delivery name and address 'Lot. Block CounTy ST LUCIE COUNTY 66 MEAITERRANEAN NORTH, PORT ST LUCIE Instructions Slump SPANISH LAKES 1-US 1 SOUTH. TL SPANISH LAKES RD.CONTINUE TO MEDITERRANEAN.. 5.012 1)2� �f. -� P,� r o - -- - - --- -- Pro-du-ct- - ------------- - --- - - Quantity ;; U Unit price Uri] 1 1 MASTERFIBER M35 FUEL SURCHG ENVIRON SURCHG CY CY LD LD Load Arrive jobsite Startdischarge 'Finish discharge Leave job site Arrive plant ' Subtotal Sales tax TOTAL Additional water added to this concrete will reduce its strength. Any water added is at customer's risk. Gallons of water added:_ Gallons of water added: _ Gallons of water added _ I Amt of CY Re fined: Customer Tested Tested. properly ' No. _/ �j {� �} Authori €d and r cefved b ❑ Yes ❑ No ❑Yes ❑ No E �l a} L, xx �. Safety is a constant state of mind, with every employee feeling responsible and empowered to act to cause him. ,and others tovvork safely, on the belief that all accidents are preventable and ,that zero incidents is the only goal. Lot: 9M Address: Correct Correct 1k TITAN FLORIDA LLC TERMS AND CONDITIONS OF SA I. All sales will be subject to these tem.� ..A conditions ("Contract") and, if buying on credit, to Buyer's credit agreement with Seller, incorporated herein by reference; all other terms, including any terns contained in Buyer's purchase order; are excluded unless agreed to by Seller in writing. Any changes must be in writing and signed by each party. This Contract will be construed in accordance with the laws of the state of Florida. For all disputes relating to this Contract, Buyer hereby consents to thejurisdiction and venue of the state and federal courts for the location of the delivery site of the goods sold hereunder. 2. Payment terms: Net the last day of the month following the month of delivery, without deduction, retainage, set off or charge backs. A cash discount of I % 10° proximo may be deducted if no previous balances are past due. Interest at the lesser of Ph% 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 eights and remedies, Seller will be entitled to recover from Buyer all costs ofcollection and litigation including, but not limited to, reasonable attorneys fees. Seller reserves the right to require payments in advance or to cancel the unfilled portion of this Contract without notice in the event of Buyer default of any Contract provisions, or if the Financial status of Buyer becomes impaired or deemed unsat- isfactory to Seller. Failure of Seller to exercise any of its rights will not be deemed a waiver of any such right. 3. Regular delivery hours are 7:00 a.m. - 5:00 p.m., Monday through Friday. An additional charge may be added for deliveries outside of these hours and for any waiting/unloading periods in excess of 60 minutes. Prices are based on full loads; an additional charge will apply to loads of less than seven cubic yards. The minimum load for each delivery is 1112 cubic yards. v 4. Buyer will give Seller at least 48 hours prior notice of the time and rate of requested deliveries. Delivery schedules will be mutually agreed upon between Seller and Buyer. Deliveries will be made to the best of Seller's ability to dispatch, however. Buyer waives any claims associated with any delays in delivery. 5. Buyer must provide suitable approaches to delivery points beyond paved streets. For delivery beyond curb lines, Buyer assumes all liability for damage to vehicles, sidewalks, driveways, pipes, septic tanks, and/or other property, and Buyer will indemnify and hold Seller harmless from and against any and all liability, loss and expense incurred as a result of such delivery, including but not limited to towing charges, except to the extent caused by Seller's gross negligence or willful misconduct. Buyer waives any right of subrogation against Seller. 6. Buyer is responsible for full payment of, including all costs of disposal and Seller's return charge per truck for, (i) orders not cancelled at least one hour prior to delivery time; (ii) concrete delivered due to Buyer's mistake or in excess of requirements: (iii) concrete not deliverable due to nmsuitable approaches. 7. Concrete prices and quantities are based upon the wet volume at the time of discharge from the truck, mud are not sold "form measurement" or measured "in place". Yield will be established in accordance with applicable ASTM standards. Buyer will pay all charges incident to inspection or tests made by or on behalf of Buyer. 8. Limited Warranty: Buyer is solely responsible for determining the type and quantity of goods to be purchased. Seller warrants that its products will meet or exceed applicable American Society for Testing Materials (`ASTM") and American Concrete Institute ("ACI") standards, when tested in accordance with ASTM and evaluated by ACI standards. Seller will repair or replace any goods supplied by Seller that fail to meet this limited warranty, within one. year after delivery thereof. Seller will uphold its warranty obligations under Florida statute 718.203, as applicable. ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED, INCLUDING WITHOUT LIMITATION THE WARRANTIES OF MERCHANTABILITYAND FITNESS FOR A PARTICULAR PURPOSE, ARE HEREBY EXPRESSLY EXCLUDED. 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 be responsible to prevent concrete after unloading from coming into contact with any material, such as aluminum, which may adversely impact concrete strength. 10. Buyer will famish any admixtures or ingredients it desires that are not regularly supplied by the Seller in the marketplace. Buyer will be solely respon- sible for the effect of such admixture or ingredients on the concrete. Any extra product which may be required in excess of the mix design quoted, or which maybe required to provide workability, strength, setting time orwater/cement ratio, will result in at, additional ingredient charge payable by Buyer. 11. Concrete will be batched and delivered in accordance with ASTM C-94. Concrete temperature will be dictated by the environmental and material condi- tions at the time of delivery. Any requirement beyond these conditions will require the implementation of controlled measures during production at the expense of Buyer. 12. Buyer must give Seller wrinen notice within 48 hours after delivery of any claim against Seller as a result of any alleged nonconforming materials or any other cause whatsoever (other than failure to meet compressive strength, in which event the time for notice will be within 48 hours after the customary time for analysis of the test cylinder), time being of the essence. Seller will be given reasonable opportunity to investigate all claims. Any failure by Buyer to give written notice within such 48 hour period will be deemed a conclusive waiver by Buyer of all such claims against Seller. 13. SELLER WILL NOT BE LIABLE UNDER ANY CIRCUMSTANCES FOR ANY SPECIAL, INCIDENTAL, PUNITIVE OR CONSEQUENTIAL DAMAGES INCLUDING, WITHOUT LIMITATION, ANY DAMAGES RELATED TO DELAY, WHETHER BASED ON STATUTE, TORT, CONTRACT, OR OTHERWISE, AND WHETHER OR NOTARISING FROM SELLER'S NEGLIGENCE, STRICTLIAB]LITY OR FAUUr. iNNO EVENT WILL SELLER BE RESPONSIBLE FOR DAMAGE DUE TO THE ACTIONS OF OTHERS OR THE FAILURE OF BUYER TO COMPLY WITH ITS OBLIGATIONS, SELLER'S LIABILITY FOR ANY CLAIMS WILL BE LIMITED TO THE PURCHASE PRICE OF THE GOODS SOLD UNDER THIS CONTRACT. 14. Notice. All notices to Seller will be sent in writing to the sales office issuing the price quotation, with a copy to Credit Department, 455 Fairway Drive, Deerfield Beach, FL 33441. 15. Severability. The unenforceability of any provision of this Contract will not affect the enforceability of any other provision of this Contract, and each other provision of this Contract will be severable and enforceable to the extent permitted by law. �WARNING: CAUSES SKIN IRRITATION - INJURIOUS TO EYES. CONTAINS PORTLAND S'EMENT. FRESHLY MIXED CONCRETE MAY CAUSE SKIN IRRITATION OR INJURY. AVOID CONTACT WITH SKIN WHERE POSSIBLE.WASH,EXL'OSED AREAS PROMPTLY WITH WATER, IF ANY MIXTURES GET INTO THE EYE, RINSE IMMEDIATELY WITH WATER AND GET PRO1vtPT MEDICAL ATTENTION. KEEP OUT OF REACH OF CHILDREN. MATERIAL SAFETY DATA SHEETS (MSDS) ARE AVAILABLE AT WWW.TITANAiMERICA.COM. Rev'd 2-08 ,9 Termite Inspection Termite Pretreatment Pest Control ®) • Rodent Service • Fire Ant Lawn Service • Whitefly Treatment • Licensed & Insured Lic. JB175775 t is ' 72=323-7921 lugp Toll Free: 1-877-365-9990 Termite & Pest Fax: 772-340-5990 Control, Email: Evictabug@gmail.com Inc. 2373 SW Woodridge St. Port St Lucie FL 34953 Notice of Preventative Treatment for Termites (as required by Florida Building Code (FBC) 104.26 and Broward County Chapter FBC 105.2.2) PEST PREVENTION I FARE ANT SERVICE II ' TERMITE SERVICE I RODENT EXCLUSION & REMOVAL I WHITEFLY TREATIvtENT DATE OF SERVICE �J y y I !� TIME DEVELOPMENT NAME(PROJECT) CON CTOR'S NAME CO�TACT` PERSON AO STRUCTURE ADDRESS(LOTIBLOCK) Ir CITY, STATE, ZIP CODE COUNTY NOTES �y TREATMENT TYPEIAREA I ❑ FLOATING ❑ MONOLITHIC Yr PATIO ❑ CUTOUTS ❑ FOOTER ❑ FRONTENTRY ❑ TAMP &TREAT TREAT ONLY ;aFINAL �PPRRODUCTS ,BASELINE ❑ DOMINION 2LACTIVE INGREDIENT ❑ OTHER ACTIVE INGREDIENT ❑ GARAGE XDRIVEWAY ❑ RETREAT ❑ BORA CARE TREATMENT ❑ POOL DECK ❑ OTHER ❑ TERMIDOR SC ❑ BORACARE ❑ PREMISE ❑ STEM WALLIFOOTERS O ADDITION ❑ PLUMBING CUTOUTS ❑ SIDEWALKS ,4 ❑ IMIDACLAPRID—413IFENTHRIN ❑ DISODIUM OCTABORATE TETRAHYDRATE CONCENTRATION [p � O6% ❑ .12% y ❑ .25% ❑ .05% ❑ 23% ❑ 9% ❑ OTHER GALLONS APPLIED / SQUARE FOOTAGE l5 O'" LINEAR FOOTAGE ) SO L/F `bUUAKt FUOIAGE VEKIPIhU `o'YES ❑ NO .,ErMEASURED OR VERIFIED PER PLANS JOB READY CONDITIONS MET AYES ❑NO DETAILS As per 104.2.6 FBC- If soil chemical barier method for termite prevention is used. Final exterior treatment shall be completed prior to final building approval. Certificate of Compliance: The building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with miss and laws established: by the Florida Department of Agriculture and Consumer Services. (Per the Florida Building Cade.) If this notice is for the final exterior treatment, initial and dale this liners 2. 3 "%—%,6 T 0% FINAL STICKER ❑ ELECTRICAL PANEL ❑ WATER HEATER Payment Terms: Payment due at time of service. Date Date ,4rOTHER___ Applicator: (EvictA Bug Termite and Pest Control, r .) R�C1;IV ED. Customer (Property Owner or Agent) up CAIL 9 - DS�� 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.het MELBOURNE (321) 768-8488 FAX (561) 845-3876 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 October 6, 2015 KSM JOB # : 152148-1 d/ES/ct PERMIT # 15060542 CONTRACTOR Wynne Development JOB LOCATION 66 Mediterranean Boulevard N Spanish Lakes One Port St Lucie, Florida ITEM TESTED Compacted Foundation Fill TEST LOCATION DEPTH 'PEN DRY MAX. DRY PERCENT OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION 1. N.E. 0" - 12" 40 105.7 111.2 95.1 2. N.W. 38 106.7 96.0 3. Center 36 107.0 96.2 4. S.W. 40 108.3 97.4 5. S.E. 30 107.7 96.9 Soil Description: Gray and Brown Sand In Place Moisture: 7.7 Percent Optimum Moisture: 11.4 Percent Max. Dry Density: 111.2 P.C.F. @ Test Locations The Density & Penetrometer Readings Indicate the Degree of Compaction Meets. for Grade. 112.0 W E I I I G 111.0 4_.._..l-.._..4 . I I I I I I I I I H I I I I I I T I I I I I P 110.0 .._.. .._.. I .._.._ • I I I I C I I I I I I F I I I I I 109.0 r.._..�.._..�.._..T.._..T.._..T.._.._ � V • _lam\'� BY _..., "a 14 Fax andiN41X.MhKeKC ur�t B �293 TSDLit. Department 860 / Julie E. Keller, P.E.: 68366 10!5Z Thank you - We appreciate your business" TITAN 41COINCRETE "sinesS" Materials for Lifeo g crete F.T.)PT PUTRICE 419) (�'MIMTTZ R(U-M (Gr, - 0 -ja, F:'TERC'E" rq.. 34982 IDelivery date Plant 10 / 2 (a / 1. 0,5 , I no Truck narn WRIC)ITT., ROYPH)ND e RODNE"Y I IR L CONCREIT., CONST Truck size Type job e Tax CID, ,.j Tarmac pr,2eQ e due f Customer P.O. no. I Order no. G 39-55 Terms cod; del -red 3-C.O.D. C':": F 0 D, -Charge 4C.O.D-F.0.13. TIM Delivery nage,an� 1-..: Lot Block County .f1dr , : L; j. HEDT NORTH, PIORT c;T I ... U(:;'llE Instructions 6 ore) 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 N l.qTnNAF-P MPY TITAN FLORIDA LLC TERMS AND CONDITIONS OF SALI t. All sales will be Subject to theseterms or ditions ("Contract") and, il'buying on credit, tc credit agreement with Seller, incorporated herein by reference; all other terms, including any terms contained in Buyer's purchase order, are excluded unless agreed to by Seller in writing. Any changes must be in writing and signed by each patty. This Contract. will be construed in accordance with the Taws of the state of Florida. For all disputes relating. to this Contract. Buyer hereby consents to the jurisdiction mid venue of the stateandfederal courts for the location of the delivery site of the goods sold hereunder. 2. Payment terms: Net the last. day of the month following the mouth of delivery, without deduction, retainage, set off or charge backs. A. cash discount of I % I V proximo may be deducted if no previous balances are past due. Interest at the lesser of Vh% 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 avai table rights and remedies, Seller will be entitled to recover from Buyer all costs of collection and litigation including, but not limited to, reasonable attorneys' fees. Seller reserves the right to require payments in advance or to cancel, the unfilled portion of this Contractwithout notice in the event of Buyer default of any Contract provisions, or if thefinancial status of Buyer becomes impaired or deemed unsat- isfactoryto Seller. Failure of Seller to exercise any of its rights will not be deemed a waiver of any such right. 3. Regular 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 tot any waiting/unloading periods in excess of 60 minutes. Prices are based on full loads; an additional charge will apply to loads of less than seven cubic. yards. The minimum load for each delivery is I'h cubic yards. 4. Buyer will give Seller at least 48 hours prior notice of the time and rite of requested deliveries. Delivery schedules will be mutually agreed upon between Seiler 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 approacbesto delivery points beyond paved streets. For delivery beyond curb lines, Buyer assumes all liability for damage to vehicles, sidewalks, driveways, pipes; septic tanks, and/or other property, and Buyer will indemnify and hold Seller harmless from and against arty and all liability, loss and expense incurred as a result of such delivery, includingbut not limited to towing charges, except to the extent caused by Seller's grossnegligence or willful misconduct. Buyer waives any tight of subrogation against Seller. 6. Buyer is responsible for full payment of including all costs of disposal and Seller's return charge per truck for, (I) orders not cancelled at least one hour prior to delivery time; (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 volumeat the time of dischargefrom the truck, and are not sold "form measurement" or measured "in place". Yield wilt be established in accordance with. applicable ASTM standards. Buyer willpay all charges incident toinspection or tests made by or on behalf of Buyer. S. Limited Warranty: Buyer is solely responsible for determining the type and quantity of goods to be purchased. Seller warrants that its products will meet or exceed applicable American Society for Testing Materials ("ASTM") and American Concrete Institute ("ACI") standards, when tested in accordance with ASTM' and evahuawd 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 MERCHANPABILITYAND FITNESS FOR A PARTICULAR PURPOSE, ARE HEREBY EXPRESSLY EXCLUDED. THE REMEDY SET FORTH IN THIS SECTION 8 WILL CONSTITUTE THE SOLE REMEDY OF BUYER CINDER THIS LIMITED WARRANTY. 9. Seller will not be responsible for slump, strength or quality of any concrete to which water or other material has been added by or on behalf of Buyer. Buyer will be responsible to see that the concrete is handled in accordance with best construction. practices. Seller has no control over the placing or handling of concrete after unloading and does not guarantee the finished work in which it is used. Buyer will be responsible to prevent concrete after unloading from coming into contact with any material, such as aluminum, which may adversely impact concrete strength. -AO. layer will furnish any admixtures orruubredients "it-desitrs that are not regularly supplied by the Seller in the'rnarketplacc. Buyer will be solely respon- sible for the effect of such admixture or ingredients on the concrete. Any extra product which may be required in excess of the mix designquoted, or which may be required to provide workability; strength.. setting time or water/cement ratio, will result in an additional ingredient charge payable by Buyer. t I. Concrete will behatched and delivered in accordance with ASTM C-94. Concrete temperature will be dictated by the environmental and material condi- tions at the time of delivery. Any requirement beyond these conditions will require the implementation of controlled measures during production at the expense of Buyer. 12. Buyer must give Seller written notice within 48 hours after delivery of any claim against Seller as a result of any allegednonconforming 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 timefor 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 willbe deemed conclusive waiver by Buyer of all such claims. against Seller. 13. SELLER WILL NOT BE LIABLE UNDER ANY CIRCUMSTANCES FOR ANY SPECIAL, INCIDENTAL; PUNITIVE OR CONSEQUENTIAL DAMAGES INCLUDING, WITHOUT LIMITATION, ANY DAMAGES RELATED TO DELAY, WHETHER BASED ON STATUTE`, TORT, CONTRACT, OR OTHERWISE, AND WHETHER -OR NOT ARISING FROM SELLER'S NEGLIGENCE, STRICT LIABILITY OR FAULT. IN NO EVENT WILL SELLER BE RESPONSIBLE FOR DAMAGE DUE TO THE ACTIONS OF OTHERS OR THE FAILURE OF BUYER TO COMPLY WITH ITS OBLIGATIONS. SELLER'S LIABILITY FOR ANY CLAIMS WILL BE LIMITED TO THE PURCHASE PRICE OF THE GOODS SOLD UNDER THIS CONTRACT, 14. Notice. All notices to Seiler will be sent in writing to the sales oil -ice issuing the pricequotation, with a copy to Credit Department, 455 Fairway Drive, Deerfield Beach, FL33441. 15. Severability. The unenforeeability of any provision of this Contract will not affect the enforceability of any other provision of this Contract, and each other provision of this Contract will be severable and enforceable to the extent permitted by law. WARNING: CAUSES SKIN IRRITATION - INIURIOUSTOEYES CONTAINS PORTLAND CEMENT. FRESHLY MIXED CONCRETE MAY CAUSE SKIN IRRITATION OR INJURY. AVOID CONTACT WITH SKIN WHERE POSSIBLE. WASH EXPOSED AREAS PROMPTLY WITH WATER.. IF ANY MIXTURES GET INTO THE EYE, RINSE IMMEDIATELY WFTTI WATER AND GET PROMPT MEDICAL ATTENTION. KEEP OUT OF REACH OF CHILDREN. MATERIAL SAFETY DATA SHEETS (MSDS) ARE AVAILABLE AT W W W.TITANAMERICA.COM. Rev'd 2-08 Planning & Development Services Building & Code Regulation Division 2300 Virginia Ave Fort Pierce, Fl. 34982 772-462-2172 Fax 772-462.6443 CER77FXCATE OF TERMITE TREATMENT C®MMUCTION SOIL TREATMENT PERMIT #: I so 6 -- 05q-UAOB ADDRESS: PEST CONTROL CONTRACTOR: PEST CONTROL LICENSE #: We, the undersigned, hereby certify that we have pretreated the above described construction for subterranean termites in accordance with the standards of the National Pest Control Association. Square feet if area treated: o y s/F Chemicals used: l�,�f ,LL- Percentage of solution: ° 0 Date of Treatment: 49 y'1 } _Footing _ 1�t Treatment —Re-Treat Driveway Total gallons used: f% Time of Treatment: K S lc (a - in Treatment _Re -Treat _Pools 0 Yl f5L' .11 Treatment la Treatment _Re -Treat _Re -Treat _Other _Perimeter for Final Insppeectiion is' Treatment Re -Treat Signature of Fxtermina Note. There must be a completed form for each required treatment or re -treatment and th/s form must be on the job site to be p/dred up by the Inspeciorat time of each lnspectron or the scheduled Inspecdon will fall and a•re•Inspectiorr fee charged. FBC104.2.6CerlifirateOfP70tectiveT2abnentforprevenUonofte,mites. Aweatherres&lantJobsitepostlngboard shall be provided to receive duplicate Treatment Cer0cates as each required protective treabnentis completed, providing a copy for the person the permit is Issued to and another copy for the building permit files fie Treatment Certificate shall provide the product used, identity of the applicator, time and date of the treatment, site location, area treated, chemical used, percent concentration and numberofgallons used, m establ/sh a verifiable record of protective treabnent. If the soil d7emiral barrier method for termite prevention Is used, final axterlor treatment shall be completed priorto final building approval. St Lurie County requires for the gnai inspection for CO, a Permanent Sticker to be placed on the electrical panel box cover, listing all the treatments and dates of applications. 0 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 October 6, 2015 KSM JOB # : 152148-1 d/ES/ct PERMIT # 15060542 CONTRACTOR Wynne Development JOB LOCATION 66 Mediterranean Boulevard N Spanish Lakes One Port St Lucie, Florida ITEM TESTED Compacted Foundation Fill TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION 1. N.E. 0" - 12" 40 105.7 111.2 95.1 2. N.W. 38 106.7 96.0 3. Center 36 107.0 96.2 4. S.W. 40 108.3 97.4 5. S.E. 30 107.7 96.9 Soil Description: Gray and Brown Sand In Place Moisture: 112.0 7.7 Percent W I E I I I I I Optimum Moisture: I G I I I I I 111.0 �—• _--- �.._..�.._ _. ...... 11.4 Percent H I I I I I I T Max. Dry Density: I I I I I 111.2 P.C.F. P I I ._.. .._.. .._.. I .._.._ 110.0 � ••_ _.._ _. I I I I @ Test Locations The c I I I I I Density & Penetrometer F I I I I I Readings Indicate the 109.0- Degree of Compaction Meets. I I I I I Minim u ui i ��••. R I I I I I Cfor e * tural Grade. 8 9 10 11 12 13 14 N6. bt33I, Moisture - % of Dry Weight / m RECEIVED OCT 14 2015 Fax and-ftH tv; tg I�Cie Courlty BuiJ�din�q De�lartment na d G. Keller, P E.• 37 93 SI Li . No.: 860 / Julie E. Keller, P.E.: 68366 TITAN Materials for Life` dates%)/ :1.3/ 1 °.7 IPIanT rh rantity Customer Customer P.O. no. "Thank you,- We appreciate our business" Y Pp Y CI*-,:I.t 1:TZ F7OW) I. =:3(i o'r verhl01,Jl'r_•:Z. L. F.:i:}Id NT:2R T'I-L, PORT F.S'T' I.:Ut:: T.l': SFI:l,_=jxrz: pen cIVILl•T'II TO W MIDWAY F'I) TI.,, UL:,I "i'F', _._............ ......... ... ...... 4q,.. •.• .i L..q r :.J.:.r. 'L:: 'it N"r If.:.r•'r19 , .: 'Y A! I f\ ulafiva- Rrda d'd .. Ticket no. buck sae I J ., Of hype lob` t=L•61ti T:JI` Zone - Tax CD. ' --_ .^_^. (Time due rge delivered 3-C.O.D. Lot IBlock f':il-I L,fll�ilfE:i3 i .riptictlj;. cicr vr..�: r 7 F'[.jED... SIP%II FI{n I...1) ri C:NLIa:3;CM SUF;'Cj O, I ... :t) r h� CPI Cr) 4� C.'t f.9 + ISlumnr '.+^ Load Arrive job site Start discharge Finish.discharge .Leave job site Arrive plant `� Subtotal Sales -tax ' TOTAL Additional water added to this concrete will reduce its strength. Any water added is at customer's risk. Gallons of water added:L Gallons of water added: Gallons of water added: Amtof CY Retained: Customer Approval: Customer Approval: Customer Approval: Customer Approval: Tested Tested properly No. Authorized and received by ❑ Yes esO No ❑Yes QNo I 7.346323IX--7 �.--. " Safety is a constant state of mind, with every employee feeling T'esponsible 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: Correa ECEi n nr c1t(Oct o- ni roTnneoo nr Mw TITAN FLORIDA LLC TERMS AND CONDITIONS OF SALE I. All sales will be subject to these terms and conattions ("Contract") and, if buying on credit, [],Buyer's creditagreement with Seller, incorporated herein by reference: all other terms, including. any terms contained in Buyer's purchase order, are excluded unless agreed to by Seller in writing: Any changes must be in writing and signed by each party. This Contract will be construed in accordance with thg laws of the state of Florida, For all disputes relating to this. Contract, Buyer hereby consents to thejurisdiction and venue. of the state and federal courts for the location of the delivery site of the goods sold hereunder, 2. Payment terns: Net the last day of the month followingthe month of delivery, without deduction, retainage, setoffor charge backs..A cash discount of 1% 10"' proximo may be deducted if no previous balances are past due. Interest at the lesser of l h"A per month or the maximum rate allowed by law will be imposed on outstanding and delinquent invoices from the dateof delivery until paid. Buyer will pay to Seller all applicable federal, state and local sales and use taxes. In addition to any other available rights and remedies, Seller will be entitled to recover from Buyer all costs of collection and litigation including, but not limited to, reasonable attorneys' fees. Seller reserves the rightto. require payments in advance or to cancel the unfilled pot tion of this Contract without notice in the event of Buyer default of any Contract provisions, or if the financial status of Buyer becomes impaired or deemed unsat- isfactory to Seller. Failure of Seller to exercise any of its rights will not be deemed a waiver of any such'right. 3. Regular delivery hours are 7:00 a.m. - 5:00 p.m., Monday through Friday. An additional charge may be added I r deliveries outside of these hours and for any waiting;/unloading periods in excess of 60 minutes. Prices are based on full loads; an additional cltargc will apply to loads of less than seven cubic yards,. Theminimum load for each delivery is I'L. cubic yards. 4. Buyerwi Il 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 waivesany claims associated with any delays in delivery. 5. Buyer roust provide suitable. approaches to delivery points beyond pm ed streets. For delivery beyond curb lines:. Buyer assumes all liability for damage to vehicles,. sidewalks, driveways, pipes, septic tanks, and/or other property, and Buyer v{ill indemnify and hold Seller harmless from and against any and all liability, loss and expense incurred as a result of such delivery, including but not. limited to towing charges, except to the extent caused by Seller's gross negligence. or willful misconduct. Buyer waives any right of subrogation against Seller. ' 6. Buyer is responsible ter full payment of, including all costs of disposal and Seller's return charge per truck for, (i) orders not cancelled at least one hour prior to delivery time: (ill 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 arebased upon the wet volume at the time of dischargefrom the trek, and are not sold "form measurement" or measured "in place". Yieldwill be established in accordance with applicable ASTM standards. Buyer will. pay all charges incident to inspection or tests made by or on behalf of Buyer. 8. Limited Warranty: Buyer is solely responsible for determining the type and quantity of goods to be purchased. Seller warrants that its products will meet or exceed applicable American Society for Testing Materials ("ASTM") and American Concrete Institute ("ACI") standards, when tested in accordance. with. ASTM and evaluated by ACI standards. Seller will repair or replace any goods supplied by Seller that fail to meet this limited warranty, within one year after delivery thereof. Seller will uphold its warranty obligations under Florida statute 718.203, as applicable. ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED, INCLUDING WITHOUT LIMITATION THE WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE, ARE HEREBY EXPRESSLY EXCLUDED. THE REMEDY SET FORTH IN THIS SECTION 8 WILL CONSTITUTE. THE SOLE REMEDY OF BUYER UNDER THIS LIMITED WARRANTY. 9. Seller will not be responsible for shunp, strength or quality of any concrete to which water or other material has been added by or on behalf of Buyer. Buyer will be responsible to see that the concrete is handled in accordance with best construction practices. Seller has no control over the placing or handling of concrete after unloading and does not guarantee the finished work in which it is used. Buyer will be responsible to prevent concrete after unloading from coming into contact with any material, such as aluminurn, which may adversely impact concrete strength. 10. Buyer will furnish any admixtures or ingredients it desires that are not regularly: supplied by the Seller in the marketplace. Buyer will be solely respon- sible for the effect of such admixture or ingredients on the concrete. Any extra product which may be required in excess of the mix design quoted, or which may be required to provide workability, strength, setting timeorwater/cement ratio, will result in an additional ingredient charge payable by Buyer. 11. Concrete will he batched and delivered in accordance with ASTM C-94'. Concrete temperature will be dictated by the environmental and material condi- tions at the time of delivery. Any requirement beyond these conditions will require the implementation of controlled measures during production at the expense of Buyer. 12. Buyer must give Seller written notice within 48 hours after delivery ofauy 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 testcylinder), time being of the essence. Seller will be given reasonable opportunity to investigate all claims. Any failure by Buyer to gi% e. 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 INCLVDING WITHOUT .LIMITATION, ANY DAMAGES RELATED TO DELAY, WHETHER BASED ON STATUTE, TORT, CONTRACT, OR OTHERWISE, AND WHETHER OR NOTARISING FROM SELLER'S NEGLIGENCE, STRICT LIABILITY OR FAULT. IN NO EVENT WILL SELLER BE RESPONSIBLE FOR DAMAGE DUE TO THE ACTIONS OF OTHERS OR THE FAILURE OF BUYER TO COMPLY WI FH 11S OBLIGATIONS. SELLER'S LIABILITY FOR ANY CLAIMS WILL BE LIMITED TO THE PURCHASE PRICE OF THE GOODSSOLD UNDER THIS CONTRACT. 14. Notice. All notices to Seller will be sent in writing to the sales office issuing the price. quotation, with a copy to Credit Department, 455 Fairway Drive, Deerfield Beach, FL 33441. 15. Severability. The unenl'orceability of any provision of this Contract will not affect the enforceability of any other provision of this Contract, and each other provision of this Contract will be severable and enforceable to the extent permitted by law. WARNING: CAUSES SKIN IRRITATION - TNTURIOUSTO EYES. CONTAINS PORTLAND CEMENT. FRESHLY MIXED CONCRETE MAY CAUSE SKIN IRRITATION OR INJURY. AVOID CONTACT WITH SKIN WPIERE POSSIBLE. WASH EXPOSED AREAS PROMPTLY WiTH WATER. IF ANY MIXTURES GET INTO THE EYE, RINSE IMMEDIATELY WITH WATER.AND GET PROMPT MEDICAL. ATTENTION. KEEP OUT OF REACH OF CHILDREN. MA1;t RiAL SAFQ V DATA; SHEETS. (MSDS) ARE AVAILABLE AT W W W.TITANAMERICA.COM. Rev'd 2-08 WYNNE BUILDING CORPORATION 8000 South U.S. #1 Suite 402 Port St. Lucie, FL 34952 Spanish Lakes Communities Division Port Saint Lucie July 7, 2015 To: St. Lucie County Building Dept. Attn: William Durden Re: 66 Mediterranean North Permit # 1506-0542 RECEWFUED JUL 15 2015 PEArilITTIN.G St. Lucie County, FL. 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 goestions, I can be reached at (772) 878-5513. Thank you, MatthewfLWevWvnne - V.P. Miami Division Miami Telephones: Port Saint Lucie (772) 878-5513 Miami' (305) 235-3175 MIAMI. MIAMI-DADE COUNTY m PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 31525-99 NOTICE OF ACCEPTANCE (NOA) www.miamidade.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. The submitted documentation was reviewed by Alex Tigera. MIAMI•DADE COUNTY ,...am, Niff;1 1t � ;Y NOA No.: 14-0603.18 Expiration Date: 08/08/18 Approval Date: 06/11/15 Page I of 5 '1 ROOFING COMPONENT APPROVAL Cate¢ory: Roofing Sub-Cateaorv: Underlayment Material: Polypropylene SCOPE: This acceptance is for Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TT, UDL TF, UDL TTMC-300, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments as described in this Notice of Acceptance, for use with approved prepared roof assemblies where ASTM D226 Type underlayment is specified and installed with prescribed approved fasteners and fastener densities. Designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code PRODUCT DESCRIPTION: Test Product Product Dimensions Specification Description Titanium® UDL-25 PLUS 48" x 250' rolls ASTM D226 Woven synthetic polymer underlayment with one Manufacturing Type I & 11 side coated with UV protected and slip resistant Location #1 & #3 polymer stabilized polypropylene on both sides. Titanium®UDL-30 48" x 250' rolls ASTM D226 Woven synthetic polymer underlayment with two Manufacturing Type I & II sides coated with UV protected and slip resistant Location #1& #3 polymer stabilized polypropylene on both sides. Titanium® UDL-50 48" x 250' rolls ASTM D226 Woven synthetic polymer underlayment with two Manufacturing Type I & II sides coated with UV protected and slip resistant Location #1& #3 polymer stabilized polypropylene on both sides. UDL TT 48" x 250' rolls ASTM D226 Woven synthetic polymer underlayment with one Manufacturing Type I & II side coated with UV protected and slip resistant Location #1 polymer stabilized polypropylene on both sides. UDL TF 48" x 250' rolls ASTM D226 Woven synthetic polymer underlayment with two Manufacturing Type I & II sides coated with UV protected and slip resistant Location #1 polymer stabilized polypropylene on both sides. UDL TTMC-300 48" x 250' rolls ASTM D226 Woven synthetic polymer underlayment with two Manufacturing Type I & II sides coated with UV protected and slip resistant Location 92 polymer stabilized polypropylene on both sides. RhinoRoof U10 42" x 286' rolls ASTM D226 Woven synthetic polymer underlayment with two Manufacturing Type I & II sides coated with UV protected and slip resistant Location #3 polymer stabilized polypropylene on both sides. NOA No.: 14-0603.18 nwrnITT 8=1 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 Type I and II sides coated with UV protected and slip resistant Manufacturing polymer stabilized polypropylene on both sides. Location #3 RhinoRoof U20 42" x 286' rolls ASTM D226 Woven synthetic polymer underlayment with two Manufacturing Location #3 Type I and 11 sides coated with UV protected and slip resistant polymer stabilized polypropylene on both sides. Titanium UDL25 48" x 250' rolls ASTM D226 Woven synthetic polymer underlayment with two Manufacturing Location 93 Type I and 1I sides coated with UV protected and slip resistant polymer stabilized polypropylene on both sides. RhinoRoof RSA 36" x 67' rolls ASTM D 1970 Unreinforced polymer modified bitumen material Manufacturing Location 44 adhered to the underside of a polymer -coated, synthetic woven sheet. The underside is backed with a release film. MANUFACTURING LOCATIONS: 1. ML1 2. ML2 3. ML3 4. ML4 EVIDENCE SUBMITTED: Test Agency 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 ASTME108 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 ERD I15010.05.10 ASTM D4798 / D226 05/14/10 138010.08.11 ASTM D226 08/11/11 135520.08.11 ASTM 132523 / D1781 08/17/11 NOA No.: 14-0603.18 Expiration Date: 08/08/18 Approval Date: 06/11/15 Page 3 of 5 INSTALLATION SPECIFICATIONS: Titanium"' UDL-25 PLUS, Titanium® UDL-30, Titanium"' UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments 1. Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-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, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments shall be installed with a minimum 4-inch head lap in a shingle layer fashion. 3. Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, and Titanium UDL25 Synthetic Underlayments shall be fastened with Miami -Dade approved corrosion resistant tin -caps and 12 gauge 1 ''/4" annular ring -shank nails, spaced 6" o.c. at all laps and three staggered rows fastened 12" o.c, in the field of the roll. 4. Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof 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 using 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-refer to a current Approved Roofing Materials Directory for fire ratings of this product. BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this material. 3 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 61 G20-3 of the Florida Administrative Code. 1 OF THIS ACCEPTANCE RU r i I NOA No.: 14-0603.18 Expiration Date: 08/08/I8 Approval Date: 06/11/15 Page 5 of 5 MIN. SETB i R�Q. FRONT j SIDES CNR SIDES C REAR ZNG. {1•1 TECH. 1. za -c W LL / i .ti, x ,,-). n 16 2 -' P 13er3eH..y�shst �` 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 CARLT014 Street: ��q-�, r Builder Name: COMFORT CONTROL OF SLC, INC. Permit Office: City, State, Zip: - ' Permit Number: Owner: GRAND CARLTON 62' Jurisdiction: Design Location: FL, Fort Pierce 1. New construction or existing New (From Plans) 9. Wall Types(1514.5 sqft.) Insulation Area a. Concrete Block- Int Insul, Exterior R=4.3 1514.50 ft' 2. Single family or multiple family Single-family b. N/A R= ft' 3. Number of units, if multiple family 1 c. N/A R= ft' 4. Number of Bedrooms 2 d. N/A R= ft' 10. Ceiling Types (1446.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1446.00 ft= 6. Conditioned floor area above grade (ft°) 1446 b. N/A R= ft. NIA _ z R 1 Conditioned floor area below grade (ft') 0 11.c. R 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 12. Cooling systems katu/hr Efficiency b. U-Factor. N/A ft' a. Central Unit 28.2 SEER:15.00 SHGC: c. U-Factor: N/A ft' SHGC: 13. Heating systems kBtulhr Efficiency d. U-Factor. N/A ft. a. Electric Heat Pump 28.2 HSPF:8.60 SHGC: Area Weighted Average Overhang Depth: 3.833 ft. Area Weighted Average SHGC: 0.500 14. Hot water systems a. Electric Cap: 40 gallons 8. Floor Types (1446.0 sqft.) Insulation Area EF: 0.900 a. Slab -On -Grade Edge Insulation R=0.0 1446.00 ft' b. Conservation features b. N/A R= ft. None c. N/A R= ft' 15. Credits CF, Pstat Glass/Floor Area: 0.079 Total Proposed Modified Loads: 26.16 PASS Total Standard Reference Loads: 32.81 I hereby certify that the plans and specifications covered by Review of the plans and F'CXE S742, this calculation are in compliance with the Florida Energy specifications covered by this y� _ 60� Code. calculation indicates compliance with the Florida Energy Code, t; rmr "'• •.`.=.r" .\` „�O PREPARED Y: Before construction is completed �- - O DATE: this building will be inspected for compliance with Section 553.908 0 . e a I hereby certify that this building, as de 'gne is in c pliance Florida Statutes. lt, �yrC with the Florida Energy Code. CDD Wfi OWNER/AG N BUILDING OFFICIAL: DATE: DATE: - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with 403.2.2.1.1. - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 5/16/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 6 PROJECT Title: Building Type: Owner: # of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: 62' WYNNE GRAND CARLT FLProp2010 GRAND CARLTON 62' 1 COMFORT CONTROL OF SL Single-family New (From Plans) Bedrooms: 2 Conditioned Area: 1446 Total Stories: 1 Worst Case: No Rotate Angle: 45 Cross Ventilation: No Whole House Fan: No Address Type: Street Address Lot # Block/SubDivision: PlatBook: Street: County: ST. LUCIE City, State, Zip: FL, - CLIMATE / V Design Location TMY Site IECC Design Temp Zone 97.5 % 2.6 % 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 Infil ID Finished Cooled Heated 1 RoomsInBIock1 1446 11568 Yes 2 2 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio RoomslnBlockl 150.7 ft 0 1446 ft' --- 0 0 1 ROOF 1 / `� # Type Materials Roof Gable Roof Area Area Color Solar Absor. SA Emitt Emitt Deck Pitch Tested Tested Insul. (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' 0A Wood F1vt �citlZ�' �n9 5/15/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 WALLS Adjacent Cavity Width Height .Sheathing Framing Solar Below Space V It ()mt To Wall Type0 • 1 N Exterior Concrete Black - Int InsRoomSInBIOc 4.3 32 2 9 10 316.3055 0 0 0.8 0 2 E Exterior Concrete Block- Int Ins8loomslnBloc 4.3 49 11 9 10 490.8472 0 0 0.8 0 3 S Exterior Concrete Block - Int InsBloomslnBloc 4.3 15 6 8 0 124 ft2 0 0 0.8 0 4 SW Exterior Concrete Block - Int Ins87oomslnBloc 4.3 4 3 8 0 34 ft2 0 0 0.8 0 5 W Exterior Concrete Block - Int InsRoomslnBloc 4.3 35 2 8 0 281.3333 0 0 0.8 0 6 W Exterior Concrete Block- Int InsBloomslnBloc 4.3 8 0 8 0 64 ft2 0 0 0.8 0 7 S Exterior Concrete Block- Int Ins♦iIoomsInB1oc 4.3 25 6 8 0 204 ft2 0 0 0.8 0 DOORS # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 S=>E Insulated RoomslnBloc Metal 0.6 3 0 7 0 21 ft2 WINDOWS Orientation shown is the entered. Proposed orientation. Wall Overhang # 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 ft2 10 ft 0 in 0 ft 6 in HERS 2006 None 2 N=>W 1 Metal Double (Tinted) Yes 1.3 0.5 N • 15 ft2 1 ft 0 in 0 ft 6 in HERS 2006 None 3 N=>W 1 Metal Double (Tinted) Yes 1.3 0.5 N 15 ft2 1 ft 0 in 0 ft 6 in HERS 2006 None 4 E=>N 2 Metal Double (Tinted) Yes 1.3 0.5 N 20 ft2 1 ft 0 in 0 ft 6 in HERS 2006 None 5 E=>N 2 Metal Double (Tinted) Yes 1.3 0.5 N 15 ft2 1 ft 0 in 0 ft 6 in HERS 2006 None 6 S=>E 3 Metal Double (Tinted) Yes 1.3 0.5 N 16 ft2 6 ft 0 in 0 ft 6 in HERS 2006 None 7 W=>S 5 Metal Double (Tinted) Yes 1.3 0.5 N 6 ft2 1 ft 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 ft2 382.8 ft2 64 ft 8 ft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 BySpaces Proposed SLA 0.000360 1365.4 74.960 140.97 0.2628 7.0821 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF: 8.6 28.2 kBtulhr 1 sys#1 6/16/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 15 28.2 kBtu/hr 846 cfm 0.8 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.9 40 gal 50 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cart # Company Name System Model # Collector Model # Area Volume FEF None None ft° DUCTS — Supply — — Return — Air Percent HVAC # V # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage ON RLF Heat Cool 1 Attic 6 90 ft' Attic 25 ft- DSE=0.88 Attic 0.0 cfm 0.00 % 0.00 0.60 1 1 TEMPERATURES Y ProgramablJan C Fans:Coolin ��eXXXThermostattt: fX] �[XXMar Apr([eiiling ��XX Jul �[XX]] [[XX X� Aug [[XX]] (�XX Sep Occtt ((XX NovrDec Nov (X Dec Venting Jan [X] Feb [X� Mar [X� Apr [X� May [X] Jun [X� Jul [X] [Xj [Xj [X� Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 5/15/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: PERMIT #: 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. Duds 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric) or shutoff (gas). Circulating system pipes insulated to = R-2 + accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower (HP) of = 1 & Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor -retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site -recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters minimum COP= 4.0. Cooling/heating 403.6 Sizing calculation performed & attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat >10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 5/15/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 80 The lower the EnergyPerformance Index, the more efficient the home. , , FL, - 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft' 7. Windows" Description a. U-Factor. Dbl, U=1.30 SHGC: SHGC=0.50 b. U-Factor: N/A SHGC: c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: New (From Plans) 9. Wall Types Insulation Area a. Concrete Block - Int Insul, Exterior R=4.3 1514.50 ft' Single-family b NIA R= ft' 1 c. N/A R= ft' 2 d. N/A R= ft' 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 1446.00 ft' 1446 b. N/A R= ft' c. N/A R= ft' Area 11. Duds R ft' 1 ft' a. Sup: Attic, Ret: Attic, AH: Attic 6 90 ft' 12. Cooling systems kBtu/hr Efficiency ft' a. Central Unit 28.2 SEER:15.00 ft' 3.833 ft. 0.500 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R=0.0 1446.00 ft' b. NIA R= ft' c. N/A R= ft' 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant f re . i Builder Signature: Date: J Address of New Home: L oho�,1 City/FL Zip` kBtu/hr Efficiency 28.2 HSPF:8.60 Cap: 40 gallons EF: 0.9 CF. Pstat *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. p{qy fad **Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not I F IL%?f P ffltlli! r a,^ EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Project Summary Job: wrightsoft` � � Date: MAY 15, 2012 Entire House By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST.. PORT ST. LUCIE. FL 34983 Phone: 772-878-2799 Fax 772-785-9144 Web: comfortconlrololslc.com For: 62' GRAND CARLTON WYNNE BUILDING CORP. FORT PIERCE, FLL34983 Q Notes: (DTv \ Design• • Weather: Fort Pierce, FL, US Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TD 28 OF Heating Summary Structure 17399 Btuh Ducts 3009 Btuh Central vent (25 cfm) 773 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 21181 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heatin cooli4n4g6 Volume2(ft') 12558 12558 Air changes/hour 0.45 0.23 Equiv. AVF (cfm) 94 48 Heating Equipment Summary Make Carrier Trade COMFORT 15 PURON SINGLE STAGE Model 25HBC530A AHRI ref no3676266 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Calculations 8.7 HSPF 28400 Btuh @ 47°F 27 OF 947 cfm 0.046 cfm/Btuh 0 in H2O Summer Design Conditions Outside db 90 OF Inside db 75 OF Design TD 15 OF Daily range Relative humidity L 50 % Moisture difference 61 gr/lb Sensible Cooling Equipment Load Sizing Structure 16133 Btuh Ducts 3659 Btuh Central vent (25 cfm) 414 Btuh Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Equipment sensible load 19195 Btuh Latent Cooling Equipment Load Sizing Structure 2411 Btuh Ducts 1086 Btuh Central vent (25 cfm) 1049 Btuh Equipment latent load 4547 Btuh Equipment total load 23742 Btuh Req. total capacity at 0.70 SHR 2.3 ton Cooling Equipment Summary Make Carrier Trade COMFORT 15 PURON SINGLE STAGE Cond 25HBC530A Coil FX4DN(B,F)031 AHRI ref no3676266 Efficiency 12.5 EER, 15.3 SEER Sensible cooling 19880 Btuh Latent cooling 8520 Btuh Total cooling 28400 Btuh Actual air flow 947 cfm Air flow factor 0.048 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.82 ACCA to meet all requirements of Manual ,= 'r WrightSOfi' Right -Suite® Universal 201212.0.04 RSU05864 ACCA EAWrightsoft HVAMWynne Corp162' WYNNE GRAND CARLTON 11 .up Calc = MJB Front Door faces: N Load Short Form Job: +� wrightsoft` Date: MAY 15, 2012 Entire House By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone:. 772-878-2799 Fax 772-785-9144 Web:' comfortconlrolofslc.wm Project• • For: 62' GRAND CARLTON II, WYNNE BUILDING CORP. FORT PIERCE, FL 34983 Design• • Htg Clg Infiltration Outside db (°F) 42 90 Method Simplified Inside db (°F) 70 75 Construction quality Average Design TD (°F) 28 15 Fireplaces 0 Daily range - L Inside humidity (°/a) 30 50 Moisture difference (gr/lb) 1 61 HEATING EQUIPMENT Make Carrier Trade COMFORT 15 PURON SINGLE STAGE ... Model 25HBC530A AHRI ref no3676266 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8.7 HSPF 28400 Btuh @ 47°F 27 OF 947 cfm 0.046 cfm/Btuh 0 in H2O COOLING EQUIPMENT Make Carrier Trade COMFORT 15 PURON SINGLE STAGE Cond 25HBC530A Coil FX4DN(B,F)031 AHRI ref no3676266 Efficiency 12.5 EER, 15.3 SEER Sensible cooling 19880 Btuh Latent cooling 8520 Btuh Total cooling 28400 Btuh Actual air flow 947 cfm Airflow factor 0.048 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.82 ROOM NAME Area (w) Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) Clg AVF (Cfm) FOYER 60 1144 674 53 32 GIRT RM/DINING 483 7087 7281 329 348 LAUNDRY 46 839 1859 39 89 KITCHEN 154 359 2942 17 141 MS BATH 53 907 1146 42 55 MS CLOSET 70 77 149 4 7 MS BDRM 266 4973 2990 231 143 HALL 18 19 37 1 2 BATH 45 514 237 24 11 BDRM 2 196 3577 2100 166 100 el nee AO AC MAJ I ER LAV ou a,, �ii — Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wrl FttSOft" 2012-May-1509:13:19 9 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 1 /;r.CA EAWrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON II .np Cale = MJ8 Front Door faces: N Entire House p 1445 20408 19792 947 947 Other equip loads 773 414 Equip. @ 0.95 RSM 19195 Latent cooling 4547 AAAC•IAAOA 7I7A7 OA7 OA7 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2012-May-15 09:13:19 �$ WrightSOft' Right -Suite® Universal 201212.0,04 RSU05864 page 2 Al.i� EAWrightsoft HVAC\Wynne Carp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N wrightsoftRight-M) Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE. FL 34983 Phone: 772-878-2799 Fax 772-785.9144 Web: comfanconimlofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name Entire House FOYER 2 Exposed wall 150.7 It 6.0 ft 3 Room height 8.7 It p 8.0 It hest/cool 4 Room dimensions 6.0 x 10.0 ft 5 Room area 1444.5 it' 60.0 ft' Ty Construction U-value Or HTM Area (ft� Load Area (ftj Load number (BtuWft -*F) (BtuhJft5 or perimeter (ft) (Bluh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Ccol Gross NIP/S Heat Cool 6 Vh12C-Osw 0.091 n 2.55 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.fi3D n 17.84 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 lM 12C-0sw 0.091 a 2.55 2.18 490 450 1146 983 0 0 0 0 - 2A-20m 0.mu a 23.52 68.19 40 3 931 2699 0 0 0 0 1k✓ 12C-Osw 0.091 5 2.55 2.18 124 83 211 181 48 27 69 59 �L--GD 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 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-Sots a.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 168-30ad 0.032 - 0,90 1.68 1389 1389 1244 2333 60 60 54 101 C 16C-1981 0.049 - 1.37 2.08 56 56 77 117 0 0 0 0 F 22A-tph 1.358 - 38.02 0.00 1445 151 5729 0 60 6 228 0 6 c) AED excursion 423 -35 Envelope loss/gain 14601 11279 921 558 12 a) Infiltration 2898 794 106 29 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 0 0 Appliances/other 3600 0 Subtotal (lines 6 to 13) 17399 16133 1027 588 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 17399 16133 1027 588 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 Calculations approved by ACCA to meet all requirements of Manual J Sth Ed. wrightsoft' 2012-May-1509:13:19 RIg14-Sufle®UniversalD C 1LTON 11 up al Page 1 �� E:\WngMsoft HVAC\Wynne Corp162' WYNNE GRAND CARLTON II .rrp Calc = MJB Front Door faces: N + wrightsoft• Right-J® Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST.. PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfonconlrolofslc.conl Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name GRT RM/DINING LAUNDRY 2 Exposed wall 45.0 ft 6.5 It 3 Room height 9.8 ft heat/ccol 8.0 It heat/ccol 4 Room dimensions 1.0 x 482.5 It 7.0 x 6.5 It 5 Room area 482.5 ft' 45.5 ft' Ty Construction U-value Or HTM Area yt� Load Area (fly Load number (Btuh/ft? °F) (Bluh1ftj or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross NIP/S Heat Cool Gross NIP/S Heat Cool 6 12C-0sw 0.091 n 2.55 2.18 196 157 400 343 0 0 0 0 IA41omd 1.270 n 35.56 26.39 39 0 1387 1029 0 0 0 0 N 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 it W 12C-Osw 0.091 a 2.55 2.18 245 205 523 449 0 0 0 0 2A-2om 0.840 a 23.52 68.19 40 3 931 2699 0 0 0 0 lM 12C-Osw 0.091 s 2.55 2.18 0 0 0 0 0 0 0 0 IL--GD 2A-2om 0.840 s 23.52 25.39 0 0 0 0 0 0 0 0 11J0 0.600 s 16.80 17.40 0 0 0. 0 0 0 0 0 w WC-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-20m 0.840 w 23.52 66.18 0 0 0 0 0 0 0 0 W 13A-5ocs 0.125 w 3.50 2.22 0 0 0 0 0 0 0 0 P 12B-Obw 0.097 - 2.72 0.85 0 0 0 0 56 56 152 48 C 16B-30ad 0.032 - 0.90 1.68 483 483 432 811 46 46 41 76 C 16C-19al 0,049 - 1.37 2.08 0 0 0 0 0 0 0 0 F 22A-lph 1,358 - 38.02 0.00 483 45 1711 0 46 7 247 0 6 c) AED excursion 288 -83 Envelope loss/gain 5385 5619 573 155 12 a) Infiltration 977 268 115 32 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 0 0 Appliances/other 01 1 1 1200 Subtotal (lines 6 to 13) 6362 6346 688 1387 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 6362 6346 688 1387 15 Duct loads 11% 15% 725 935 22% 34% 151 472 Total room load 7087 7281 839 1859 Air required (cfm) 329 348 39 89 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsof " Right -Suite® Universal 2012 12.0.04 RSU05864 2012-May-15 09:Paage ge 2 2 '4r--C4^ E:1Wrighlsaft HVAC\Wynne Corp162' VJYNNE GRAND CARLTON 11 .rtp Calc = MJ8 Front Door faces: N +wrlghtsoft• Right-J®Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE. FL 34283 Phone: 772-878-2799 Fax: 772-785-9144 Web: comforicontmlofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name KITCHEN MS BATH 2 Exposed wall 0 ft 7.5 ft 3 Room height 8.0 ft heat/cool 8.0 ft heatIccol 4 Room dimensions 1.0 x 154.0 ft 7.0 x 7.5 ft 5 Room area 154.0 ft' 52.5 ft' Ty Construction U-value Or HTM Area (ft') Load Area (M Load number (Btuh/ft? °F) (Btuh/ft� or perimeter (10 (Btuh) or perimeter (ft) (Bluh) Heat Coot Gross N/P/S Heat Cool Gross N/P/S Heal Cool 6 <qJ n 2.55 0 0 0 0 0 0 0 0 I(L-EGG IA-rlow IA-20b 1.091 n 6.39 22.24 0 0 0 0 0 0 0 0 2A-2ob 0.630 0.840 n 17.64 22.24 0 0 0 0 0 0 0 0 2A-2am 0.091 23.52 23.52 25.18 0 0 0 0 0 0 0 0 11 1pJ �--G 12C-Osw 0.091 a a 2.19 0 0 0 0 0 0 0 0 0.091 a 3.55 23.55 62.18 0 0 0 0 0 0 0 0 12C.Os 12C-0M 0.840 s 2.39 0 0 0 0 0 0 0 0 2A-2om 0.640 s 3.55 0 0 0 0 0 0 0 0 1jo 12C- 0.091 s 16.80 12.55 17.40 12.18 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 sw 2.55 2.18 0 0 0 0 0 0 0 0 1A.2om 0.840 w 2.55 0 0 0 0 66 54 141 118 2A--5o 0.125 w 23.52 6.18 62.22 0 0 0 0 6 1 140 397 390 W 13A-Sots 0.125 w 3.50 2.22 0 0 0 0 0 0 0 0 P 120-01ow 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-19a1 0.049 - 1.37 2.08 0 0 0 0 0 0 0 0 F 22A-tph 1.358 - 38.02 0.00 154 0 0 0 53 8 285 0 6 c) AED excursion -153 215 Envelope loss/gain 323 164 611 816 12 a) Infiltration 0 0 133 36 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 1 24001 1 1 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% 15/ 37 376 22% 34% 164 291 Total room load 359 2942 907 1146 Air required (cfm) 171 141 42 55 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ' wrightsoft' Right -Suite® Universal 2012 12.0.04 RSU05864 2012-May-15 0 Page 3 AC�h EAWrightsoft HVAC1Wynne Corp162' WYNNE GRAND CARLTON 11 .rrp Calc = MJB Front Door faces: N 9 + wrightsoft' Right-JOWorksheet 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: comfortconlrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name MS CLOSET MS BDRM 2 Exposed wall 0 it 42.0 ft 3 Room height 8.0 it heat/cool 8.5 ft heallcool 4 Room dimensions 7.0 x 10.0 If 14.0 x 19.0 ft 5 Room area 70.0 ft2 266.0 ft- Ty Construction U-value Or HTM Area (112) Load Area (111 Load number (Btuhlftk*F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (11) (Btuh) Heat Cool Gross MP/S Heat Cool Gross N/P/S Heal Cool 6 12C-0sw 0.091 n 2.55 2.18 0 0 0 0 119 69 227 194 1A.rlomd 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 1QJ 12C-0sw oC91 a 2.55 2.18 0 0 0 0 77 77 195 167 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 11,10 0.60D s 16.80 17.40 0 0 0 0 0 0 0 0 W 12C-0sw 0.091 sw 2.55 2.18 0 0 0 0 0 0 0 0 W 12C-0sw 0.091 w 2.55 2.18 0 0 0 0 162 162 412 353 L-G 2A-20m 0.840 w 23.52 66.18 0 0 0 0 0 0 0 0 W 13A-5ocs 0.125 w 3.50 2.22 0 0 0 0 0 0 0 0 P 1213-0bw 0.097 - 2.72 0.85 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 - 0.90 1.68 70 70 63 118 266 266 238 447 C 16C-19al 0.049 - 1.37 2.08 0 0 0 0 0 0 0 0 F 22A-tph 1.358 - 35.02 0.00 70 0 0 0 266 42 1597 0 6 c) AEO 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 1 0 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 63 111 4077 2231 15 Duct loads 22% 34% 14 38 22% 34% 896 760 Total room load 77 149 4973 2990 Air required (cfm) 4 7 231 143 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoil Right -Suite® Paage Universal 2012 12.0.04 RSUD5864 2012-May-15 09:ge 4 4 ACCI" E:1Wri9htsoft HVAC1Wynne Corp162' WYNNE GRAND CARLTON 11 .rtp Cale = MJB Front Door faces: N +�+wrightsoft Right-JOWorksheet 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 HALL BATH 2 3 Exposed wall Room height 0 ft 8.0 ft heat/cool 5.0 It 8.0 ft heat/cool 4 Room dimensions 3.5 x 5.0 It 9,0 x 5.0 It 5 Room area 17.5 ft2 45.0 fl2 Ty Construction U-value Or HTM Area (fill Lead Area (ft� Load number (Btuh/fR°F) (BlulVi or pen meter (ft) (Bluh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heal Cool Gross N/PIS Heal Cool 6 l4J 12C.Osw 0.091 n 2.55 2.18 0 0 0 0 0 0 0 0 1A-rlomd 1.270 n 35.56 26.39 0 0 0 0 0 0 0 0 2A-2ob 0.630 n 17.64 22.24 0 0 0 0 0 0 0 0 1��-GG 2A-2om 0.840 n 23.52 25.39 0 0 0 0 0 0 0 0 11 V,V 12C-0sw 0.091 a 2.55 2.18 0 0 0 0 40 40 102 87 �-G 2A-2om 0.840 a 23.52 68.19 0 0 0 0 0 0 0 0 12C-Osw 0.091 s 2.55 2.18 0 0 0 0 0 0 0 0 2A-2om 0.840 s 23.52 25.39 0 0 0 0 0 0 0 0 11,10 0,600 s 16.80 17.40 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 sw 2.55 2.18 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 w 2.55 2.18 0 0 0 0 0 0 0 0 l-G 2A-20m 0.B40 w 23.52 66.18 0 0 0 0 0 0 0 0 W 13A-5ocs 0.125 w 3.50 2.22 0 0 0 0 0 0 0 0 P 1213-0bw 0.097 - 2.72 0.85 0 0 0 0 0 0 0 0 C 16B-30ad 0,032 - 0.90 1.68 18 18 16 29 45 45 40 76 C 16C-19al 0.049 - 1.37 2.08 0 0 0 0 0 0 0 0 F 22A-tph 1.358 - 38.02 0.00 18 0 0 0 45 5 190 0 6 c) AED excursion -2 -11 Envelope loss/gain 16 28 332 152 12 a) Infiltration 0 0 89 24 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 1 0 1 1 0 Subtotal (lines 6 to 13) 16 28 421 177 Less external load 0 0 0 - 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 16 28 421 177 15 Duct loads 22% 34% 3 9 22% 34% 93 60 Total mom load 19 37 514 237 Air required (cfm) 1 2 24 11 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoTt' Right -Suite® Universal 2012 12.0.04 RSU05864 2012-May-15 0 Page 5 A EAWnghtsoft HVAC\Wynne Corp162' WYNNE GRAND CARLTON 11 .mp Calc = MJB Front Door faces: N wrightsoftRight-JO Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST.. PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax 772-785-9144 Web: comfoncontrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name BDRM 2 MASTER LAV 2 Exposed wall 30.7 ft 8.0 It 3 Room height 8.0 ft heat/cool 8.0 It heat/cool 4 Room dimensions 1.0 x 195.5 It 7.0 x 8.0 It 5 Room area 195.5 ft' 56.0 W Ty Construction U-value Or HTM Area (ft1 Load Area (ft� Load number (Btuh/ft'-°F) (Btuh/fl5 or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Coot 6 Vh12C-0sw 0.091 n 2.55 2.18 0 0 0 0 0 0 0 0 1A-rlcmd 1.270 n 35.56 26.39 0 0 0 0 0 0 0 0 2A-2ob 0.630 n 17.64 22.24 0 0 0 0 0 0 0 0 2A-2om 0.840 n 23.52 25.39 0 0 0 0 0 0 0 0 11 l?! 12C-0sw 0.091 a 2.55 2.18 128 128 326 280 0 0 0 0 �G 2A-20m 0.840 a 23.52 68.19 0 0 0 0 0 0 0 0 12C-0sw 0.091 s 2.55 2.18 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 11.0 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 34 34 86 74 0 0 0 0 W 12C41sw 0.091 w 2.55 2.18 8 8 20 17 0 0 0 0 LG 2A-2om 0.840 w 23.62 66.18 0 0 0 0 0 0 0 0 W 13A-5ocs 0.125 w 3.50 2.22 0 0 0 0 64 64 224 142 P 12B-Obw 0.097 - 2.72 0.85 0 0 0 0 0 0 0 0 C 168-30ad 0.032 - 0.90 1.68 196 196 175 328 0 0 0 0 C 1eC-19al 0.049 - 1.37 2.08 0 0 0 0 56 56 77 117 F 22A-tph 1.358 - 38.02 0.00 196 31 1166 0 56 8 304 0 6 c)AED excursion 88 -17 Envelope loss/gain 2387 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 1 01 1 0 Subtotal (lines 6 to 13) 2932 1567 747 281 Less external load 0 0 0 0 Less transfer 0 0 1229% 0 0 Redistribution 0 0 0 0 14 Subtotal 2932 1567 747 281 15 Duct loads 22% 34% 645 533 34% 164 96 Total room lead 3577 2100 911 377 Air required (cfm) 166 100 42 18 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wr'ightsaf[' RighlSuite® Universal 2012 12.0.04 RSU05864 2012-Mey-15 OPage 6 ACCk EAWrightsoft HVAC\Wynne Corp162' WYNNE GRAND CARLTON 11 .np Colo = MJS Front Door faces: N 9 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. Customer Info: WYNNNE DEVELOP EMENT CORP Project Name: M11323 ModelT�a1123610-4115 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 20/20 7.3 Wind Code: ASCE 7-10 [All HeighII Wind Speed: 165 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 13 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 611315-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# I Truss Name Date 1 T6797412 A5 1/29/015 2 T6797413 A6 1/29/015 3 4 T6797414 IT6797415 A7 I A8 1/29/015 1/29/015 5 T6797416 A9 1/29/015 6 T6797417 A 1/29/015 7 T6797418 GRA 1/29/015 8 T6797419 GRB 1/29/015 9 IT6797420 IJ2 1/29/015 10 T6797421 J4 1/29/015 11 T6797422 J6 1/29/015 12 IT6797423 IJ8 1/29/015 13 IT6797424 1KJ8 11/29/015� The truss drawing(s) referenced above have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Alban!, Thomas My license renewal date for the state of Florida is February 28, 2017. IMPORTANT NOTE: Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. �J pS�A.rq�-0[0� O ENSFVl ,10 FL Cert. 6634 January 29,2015 Albani, Thomas 1 of 1 Job Truss Truss Type Oly Ply 62' Grand Callon 111 wfth porch T6]B]412 M11323 AS SPECIAL 9 1 Job Reference o tional Chambers Tmss I... Forl Pierce FI. 34082 IQ a oep zr.."muesmausnes, ma. In. rWi ID:2GIScvmyY5hnGhXVARzUkuyuFUM-IC91 HuHvWy_i5MP5wupzHLhiyURLrFZbwellbzgU01 t-0-0 74i-5 10U-4 1]-0e 20-0E 26-4.0 34-0-0 35-0-0 1-0-0 ]-8-5 2-&15 6-5.12 3-4A 5-17-e 7.8-0 Y-0-0 0, 0 2.00 fl2 4.00 F12 Sx8 II 5x12 = as II Scale =1:61.2 LOADING(psf) SPACING 2-0-0 CSI DEFL In (too) 1/del Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.85 Ved(LL) 0.72 14 >558 360 MT20 244/190 TCOL 7.0 Lumber Increase 1.25 BC 0.99 Ved(TL) -1.47 13-14 >271 240 MT18HS 2441190 BCLL 0.0 ' Rep Stress Incr YES INS 0.54 Horz(TL) 0.43 10 n/a n/a BCDL 10.0 Code FBC20l OrFP]2007 (Matrix) Weight: 154 lb FT=O% LUMBER BRACING TOP CHORD 20 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 cc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 Go, bracing. WEBS 2x4 SP No.3*Except* WEBS 1 Row at mldpl 6-14 6-14: 2x4 SP M 30 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS Qb/size) 2=1125/0-8-0 (min.0-1-8), 10=1125/0.8-0 (min.0-1-9) Max Horz2=-179(LC 6) Max Uplifl2_ 816(LC 8). 10-816(LC 8) Max Grav2=1305(LC 2), 10=1305(LC 2) FORCES (Ib) - Max. Comp./Max. 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, 643=-253/524, 9-13=-700/469, 9-12=0272 OTES N .E Unbalanced root live loads have been considered for this design. ♦♦♦♦-`^,P.S 111111111111 A I ♦ \V` ,.. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vastl=128mph; TCDL=4.2ps1; BCDL=3.Opsh h=1411; B=52tt; L=` p 34f1; save=6f1; Cat. II; Exp C; Encl., GCpl=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 10.0lost bottom chord live load nonconeunenl with any other live loads. 3938Q 5) - This truss has been designed for a live load of 20.0psl on the bottom chord in all areas where a rectangle 3-6-0 tali by 2-0-0 wide wilt * : • j fit between the bottom chord and any other members. 6) Bearing at Joints) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verily capacitE "f of bearing surface. ' 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 816lb upllil at Joint 2 and 8161b uplift at = O. ATE joint 10. 4C 8) "Seml-rigid pltchbreaks Including heels" Member end fixity model was used In the analysis and design of this truss. i'•, < O R k Q LOAD CASE(S) Standard A; �`,,�♦♦♦ FL Cert. 6634 January 29,2015 A WARNING -Verilydealgn parameters and READ NOTES ON THISAND INOLUDEDMITEKHEFERANLEPAGEMII.14M MV. B2/16/2016SEFORE USE ■ De5lgn valid for use oNywlfh MRok connectors. thlbdeslgn Is based only upon parameters shown. and is foran lndNdual brNdng component. ApplioutoRty of doslgn pam aefereand proper Bscosporallon of component Is responffiIllty of bu6dlna designer -nor less designer. Bracing shown Is for lateral support Of Individual Web members only. Addltlonai temporary bracing to Insure stability during conslluclbn Is the resporelbillity, of the MiTek' ofector. Additional permanent bractrg fab4o.H.%quality contraL storage. delivery. of Ine overall stmchne h the reslorWblllty of the balding deagnet. For general guldonce regarding erection and bracing, ooneft ANSI/IPI I Duality Carona, DSB.89 and BCSI BUIlding component 6904 Parke East Blvd. Safety Intonation ova0mle from Russ Rafe Imlitole, 781 N. Lee Street. Sulte 312 Alexandria. VA 22314. Temp., FL 33610 4x10 4.00 12 5x8 i 4x5 2d-8 5x8 = 2x3 II 10$-0 i5-e0 FO 20-4-8 25-it-15 34$-0 1 n.nd 4-5-12 -0 4-0$ 5-7-7 8-0.1 scale = 1:0.3 Plate Offsets (X Y) 12.0 4 2 EcIR 13'0.3 0 Etlgel 15'0-4-0 0-2-6) p'0-2-7 Edge) 19'0-3-14 0-1-81 LOADING (psi) SPACING 2-0.0 CSI DEFL in (lot) Vdefi ATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.99 Ven(LL) 0.65 14 >617 20 2441190 TCDL 7.0 Lumber Increase 1.25 BC 0.72 Ven(TL) -1.28 2-14 >313 T 18HS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.77 Horz(TL) 0.40 9 n/a BCDL 10.0 Code FBC2010rI-P12007 (Matrix) ight: 157 lb FT=O% LUMBER BRACING TOP CHORD 2x4 SP M 30 *Except' TOP CHORD Structural wood sheathing directly applied. 1-3: 2x4 SP M 31 BOTCHORD Rigid telling directly applied or 4-6-14 oc bracing. BOT CHORD 2x4 SP M 30 *Except' MITek recommends that Stabilizers and required cross bracing 2-14: 2x4 SP M 31 be Installed during truss erection, In accordance with Stabilizer WEBS 2x4 SP NO.3'Except' Installation Quide. 5-14: 2x4 SP M 30 OTHERS 2x4 SP No.3 REACTIONS (Ib/size) 2=1125/0-8-0 (min. 0-1-8), 9=112510-8-0 (min. 0-1-9) Max Hoa2=-169(LC 6) Max Uplift2=-816(LC 8), 9=-816(LC 8) Max Grav2=1305(LC 2), 9=1305(LC 2) FORCES (to) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3— 5263/3001, 34=-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=-153612836, 9-11=1536/2836 1111I WEBS 4-11-043 9467, 5-14— 1S4312851, 5-13— 386/171, 6-13=-151/496, 8-12=-819/564, I(�\IIt ^S II Ot� .........,. I 1) G E N Unbalanced roof live loads have been considered for this design. `��.Z. \ 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opst; h=14ft; B=52ft; L=34ft; eave=6ft; Oat. 119 393 0 Exp C; Encl., GCpI=0.18; MW FRS (directional); Lumber DOL=1.60 plate gdp DOL=1.60 * ; 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a' 0.0 psi bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6.0 tall by 2-0-0 wide will ATE fit between the bottom chord and my other members. 7) Bearing at jofnl(s) ? considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verity capacity ii(O FI 1 P % of bearing surface. 8) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 816 lb upllfl at Joint 2 and 816 lb uplift at Joint 9 11111 10 9)'Seml-rigid pitchbreaks Including heels' Member end fixity model was used In the analysis and design of this truss. LOAD CASE(S) Standard FL Cert. 6634 January 29,2015 A WARNING•Vedrydeslgn parameters andREAD NOTES ON TKXAND/NCLUDEDMrTEK REFERANCEPAGEMII.74Mrev. 0"W015 BEFORE USE ■ ®■ Design valld for use oNywllh Mines connectors. llis design is based only ninon parameters shown, and is for an Individual xAlding componenl. ApplInoblily of design parnmelors and proper lncorpomllon ofcomponent is responslbillly of MOdix;designer- net Wss designer. Bracing shown Is for lateral supped of IndNPlual web members only. Additional temporary txarlrxl to Insure slabllly during consimcilon Is the respondblllily of the eieclor. Additional peimanenlMa:IngofllwoverallsimcMekthorespontlbllityoflhebutldlngdesigner.forgeneralguidanceregartlhg MiTek' IablcalloR qumiry conhd, 5lorzge, delNery. eredionaM baring. consult ANSIITPll Qualify Cdterla, DSB.89 and SCSI Building Compenenl 6904 Pake East Blvd. Safety Information available from buss Hale hssltlule, 781 N. Lee StreeL, Wife 312. Alexandria VA 22314. Tarry.. FL 33610 Job Truss Truss Type Uty My 62'Grand Carbon III Mh po¢h T679T414 Milan A7 SPECIAL 1 1 Job Reference o tional Chambers Truss Ine., Foe! Pierce F1. 34992 e�1 2.00 F12 5do 9 Sx6 = Sx12 = 2.3 II Scale = 1:62.2 LOADING(psQ TOLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2010/TPI2007 CSI TO 1.00 BC 1.00 WB 0.97 (Matrix) DEFL In (loc) I/detl Ud Ven(LL) 0.63 11 >638 360 Veh(TL) -1.35 10-11 >296 240 Horz(TL) 0.41 7 Na n/a PLATES GRIP MT20 2441190 MT18HS 2441190 Weight: 1471b FT=0% LUMBER BRACING TOP CHORD 2x4 SP M 30 *Except` TOP CHORD Structural wood sheathing directly applied. 1-4:2x4 SP M 37 BOT CHORD Rigid ceiling directly applied or 1-4-12 DO bracing. BOT CHORD 2x4 SP M 30 MITek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be Installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1125/0-8-0 (min. 0-1-8),7=1125/0.8-0 (min. 0-1-9) Max Harz 2=-150(LC 6) Max Up11112=-816(LC 8), 7=-816(LC 8) Max Grav2=1305(LC 2), 7=1305(LC 2) FORCES (Ib) - Max. Comp./Max, Ten. - All forces 250 (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. ♦ S' 14.,,,' 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psh, BCDL=3.Opsf; h=14fC B=5211; L=3411; eave=6ft; Cat. II; ♦♦� I�� Eire C; Encl., GCpI=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 ♦ �(�p. q� 3) Provide adequate drainage to prevent water pending. ��♦0`; •'••E 4) All plates are MT20 plates unless otherwise indicated. `��; • �,\ G NSF•. 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 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will D 3938 fit between the bottom chord and any other members. lk 7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capacity of beating surface, 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 816lb uplift at joint 2 and 816lb uplift at •• qT E joint 7. �'� •, 9) 'Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. �� •, T� O P •; \�,,� LOAD CASE(S) Standard ,'',�SS,��NR�• ��,♦, FL Cert. 6634 January 29,2015 WARNING. Verify daege paare.n. end READ NOTES ON THIS AMU INCLUDED MITEK REFERANCE PAGE MII.7473 rox. OV IIAN115 BEFORE USE. Design wild for use only with Mnak connoclons Ina design is based only upon paromelors shown, and is for an individual bWtllno, component. �� aeiers and proper Incorporation of componenl Is resporeNity of building tleslgner -not Pura tlener. Bidding shown Applk:atdllfy, of design pamslg Is to; lateral supped of individual webmembers only. AddlllonaltempmarybrncingtolmmostatAltyduringconsfnr:lbnlslheresponsUlltyoffhe MOWerector. AddiBonal permanent btacing of the overall slacNm Is the mspom2Ailty orlM Dividing tleslgner. Forgeneral guidance regartlln0 fabdcailon, quality control. storage, delivery, erection and bacohg. Conseil ANSUTPII Quality Criteria, DSO-89 and BC51 Building Component 6904 Parke East BNtl. Safety Information avadaMe from Toes Rate Im1l una. 781 N. We Street. 5ulte 312. AlaburMrW. VA 22314. Tampa, FL 30610 Job Toss rugs ype Gy Ply 62' Grand Coring III wish patch T6)9]415 M11323 As SPECIAL 1 1 Job Refers o Lionel Chambers Truss I.... Fort Pierce Fl. 34982 ^ap UL-Anq k bwuo -aA too- ." ID:WSJgpGwalPpeur6hk8UjG5yuFUL-AngAvwJaotMZZY5_m3SWawzCYAW 1YOz7HNPwzgUO_ 1 e41-0 12-00 15E-0 204E Zzu" Lea -re wvv ¢ IlE-0 3-3-12 3Ad 4-8-4 1-741 2E-12 g3-4 Saxle=1.62.2 4x10 5x6 = 3x4 2x9 II 5xlo = 4. DO 12 4 14 5 6 15 7 2a3 �/ 2.00 12 LOADING(psf) SPACING 2-" 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 FBC20101TP12007 LUMBER TOP CHORD 2x4 SP M 30 *Except' 1.4:2x4 SP M 31 BOT CHORD 2x4 SP M 30'Except' 9-12: 2x4 SP M 31 WEBS 2x4 SP No.3 gat = 3x4 = CSI DEFL In (Ioc) Well Ud PLATES GRIP TC 0.88 Ved(LL) 0.61 13 >656 360 MT20 244/190 BC 1.00 Ved(rL) I -1.3112-13 >306 240 MT18HS 244/190 WB 0.67 Horz(TL) 0.39 9 n/a n1a (Matrix) Weight: 154 lb FT=O% REACTIONS (Ib/size) 2=1125/0-8-0 (min. 0-1 -8). 9=1 125/0-8-0 (min. 0.1.8) Max Horz 2=130(LC 6) Max Up1ift2=-816(LC 8), 9=-816(LC 8) Max Grav2= 1 305(LC 2). 9=1305(LC 2) BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid calling directly applied or 2-2-0 or; bradng, MITek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. FORCES (lb) - Max. Comp./Max. Ten. - All forces.250 (Ib) or less except when shown. TOP CHORD 2-3— 5279/2992, 3-4=-4928/2744, 4-14=-3740/2134, 5-14=-3740/2134, 5.6=.2467/1511. 6-15= 2476/1519,7-15=2476/1519,7-8=-2545/1492, 8-9=-2889/1683 BOT CHORD 2-13=-2744/5007, 12-13=1673/3161, 11-12=1152/2370, 9-11=-1467/2678 WEBS 3-13=-362/404, 4-13— 910/1686, 5-13=255/754, 5-12=-868/517, 6-12=-260/228, 7-12=-294/365, 7-11=-289/642, 8-11=-460/467 NOTES \s r A 1) Unbalanced roof live loads have been considered for this design. \ P q 2 Wind: ASCE 7-10: Vul1=165m h (3-second gust) Vasd=128m h; TCDL=4.2 sf; BCDL=3.Opsf; h=14fl; B=521t; L=34f1; eave=6f1; Cat. II: \\ \`g` ......ENg • �e �i Exp C; Encl., GGpl=0.18; MWFRS (tlirectional); Lumber DOL=1.60 plate grip DOL=1.60 V 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise Indicated. 39380 5) This buss has been designed for a 10.0 last 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 tali by 2-0-0 wide WC fit between the bottom chord and any other members. •� 7) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verity capacity: •, of bearing surface. i : AT 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 816111 uplift at Joint 2 and 816111 uplift at �0�..� P yV )aims. ate. < 0 1 9) "Semi -rigid pitchbreaks Including heels" Member and fixity model was used In the analysis and design o1 this twigs.� k9 �? \� LOAD CASES) Standard i��,'Si111 FL Cert. 6634 January 29,2015 ®WARNING- yedfydoalgn parameters and READ NOTES ONTHISANUINCLUDED MITEKR£FERANCERAOEMII-]473rsv.OT/MCISBEFOREUSE Design vaild for use onlywllh MRek connectors. Ths, design 6 based only upon paramefergshown. and N for on IndMdual bW cling component. otcomponent Is rospoTWMlty of bWirding designer -not frogs designer. Bracing shown Applicablity, of de9gn lauramelarsand pfnperincomarallon Is for lateral supped ollndMdual web members only. AdchtbnallemrwUuy UwingtolmurestaMlllydwingconstmilonlslherosponsiNityoflho We[(arguing. AGAIIiond permunenl Macing of the overall simclurehthe respogWMllty of ltus lxNdlfg dosl0ner. Forflenerd flWdance reflarNnd fabricalioru quallly control, storage, delivery, erecilon and Ixacln0. consult ANSI/TPI I Quality Criteria, DSB-69 and BC51 Building Component 6904 Perks East Bled. Safety Information wo6oble from Tom Role Inside, 781 N. Lea Street. Sulle 312, Alexancift VA 22314. Temp., FL 33610 Job Truss russ ype ry P y 62' 6rantl Carlton III wlh porch T6]9]416 M11323 A9 HIP 1 1 Job Reference o tional Chambers Truss Inc.. Fort Pierce FI. M952 3-4-1 4M ' _ 2x3 11 SOO a nn � a" Scale = 1:60.1 axe — w 11 -•- — 3x8 = 3x6 = 6x8 = axis = 3x4 LOADING(psf) TOLL 20.0 TCOL 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/rP12007 CS] TC 0.25 BC 0.56 • WB 0.87 (Matrix) DEFL In Ved(LL) -0.21 Ved(TL) -0.55 Horz(TL) 0.02 (loc) Well L/d 9-11 >749 360 9-11 >292 240 13 n/a We PLATES GRIP MT20 244/190 Weight: 156111 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 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS Qb/size) 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 Horz2=109(LC 7) Max Upllfl2=-450(LC 8), 9=-268(LC 8). 13= 913(LC 8) Max Grav2=690(LC 19), 9=387(LC 20), 13=1598(LC 2) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-12101683, 3-4=-875/463, 4-16=-795/458, 5-16=-795/458, 5.6_ 3871812, 6-17=.387/813, 7-17=-387/813, 7-8=-96/280, 8-9=-303/178 BOT CHORD 2-15=-547/1104, 14-15= 24/290, 13-14=-24/290, 12-13— 254/277, 11-12= 254/277, 9-11=-148/252 WEBS 3-15= 371/357, 5-15=-258/648, 5-13_ 1196/756, 6-13=-263/230, 7-11— 1581384, 8-11= 419/384, 7-13=-825/447 NOTES ``,,,��5 Ar«��/�� 1) Unbalanced roof live loads have been considered for this design. ♦,♦ _ 1s p. E I i ee 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL= L- 4.2psf; BCD3.Opsf; h=14ft; B=52fl; L=34fG eave=6lb Cat. If;; ♦♦ �\;`........... Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 ♦ \ S ••.'9 3) Provide adequate drainage to prevent water pending. �♦ 4) This muse has been designed for a 10.0 psi bottom chard live load nonconcument with any other live loads. 0 3938 5) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wilt fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 450111 uplift at Joint 2, 268 ib uplift at Joint' •T and 913lb uplilt at Joint 13. 7) "Seml-rigid pilchbreeks Including heels" Member end fixity model was used In the analysis and design of this truss. •n . ATE LOAD CASE(S) Standard 'c(OgIQP��♦♦ S�0NAI.E��`♦ ��hrrnn1�p� FL Cert. 6634 January 29,2015 A WARNING - Verify design pirmni and READ MOMS ON MIS AND INCLUDED NITIEK REFERANCE PAGE M11-74" rsy. amn;BEFORE USE ■■ Doslgnvdld for rare oolywlth Mllokconnoctors. iNsamignb based only upon paameters shown, andisforanlndivldual bolding component. �� AppliomArty of dodgn parameters and pm,Oor Incorporation of component k resporxtlbllity of MAltling designer- not furodevaner. Bradw shown Is for lateral supped of Individual web members only. Additional temporary bracing to Insure slabllty during canstmclion is the resrwnsibillty of the n� erector. Additional permanent Mating of the overoll simcNre Is the IOSDor¢IMllty of the building designer. For general guldoaoo regardkxl Rll(10k• rvl 1 Il fabrication. quality control, storage, delivery, erection and tracing, Consul ANSUTPI I Quality Ci terla, DSB49 and BCSI Building Component 6904 Parke East BHA. safety Information awAaMa from Truss Hate Institute. 781 N. Lee Street. Wile 312 Plexa drla. VA MIA. Tampa, FL 33610 COMMON A d 1 6-7-13 124-13 17-0-0 21-73 27-0-3 i-0-0 6.7-13 0-]3 Sf}0 6-7-13 1-0-0 Scale =1:59.2 4.DD F12 4x4 = 19 3x6 i 17 2I 4x6 = 3x8 = 3x8 = 4x6 = 2x3 11 uno LOADING(psf) SPACING 2-0.0 CSI DEFL in (too) I/deft Ud PLATES GRIP MT20 2441190 TCLL 20.0 Plates Increase 1.25 TC 0.36 Verl(1-Q 0.30 14-15 >999 360 TCDL 7.0 Lumber Increase 1.25 BC 0.55 Vert(TL) -0.73 14-15 >547 240 BCLL 0.0 Rep Stress lncr YES WB 0.53 Horz(TL) 0.15 10 WE n/a Weight: 1631b FT=O% BCDL 10.0 Code FBC2010/TPI2007 (Matrix) LUMBER BRACING TOP CHORD Structural wood sheathing directly applied or 3-8-2 oc pudins. TOP CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5.8-15 oc bracing. BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 MITek recommends that Slabllizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation quide. REACTIONS (lb/size) 2=1210/0-8-0 (min. 0-1-10), 10=1210/0-8-0 (min. 0-1-10) Max Horz2=-166(LC 6) Max UpIIR2=-844(LC 8). 10=-844(LC 8) Max Grav2=1355(LC 2), 10=1355(LC 2) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3245/1839, 3-4=-2656/1547, 4-5=-260611555, 5-18=-2656/1658, 6-18=.2595/1654, 6-19=-2595/1654, 7-19= 2656/1658, 7-8=-2606/1555,8-9=-2656/1547,9-10=3245/1839 BOT CHORD 2-17=-1636/3008, 16-17_ 1636/3008, 15-16=-1636/3008, 15-20=-928/1921, 20-21=-928/1921,14-21=-928/1921,13-14=-1636/3008,12-13_ 1636/3008, 10-12=-1636/3008 WEBS 6.14=-524/892, 7-14=-313/305, 9.14= 600/407, 6-15=-524/892, 5-15=-313/305, 3-15= 599/407 ,,`,--,1�%jil l lnitl�i NOTES ``+`,.•• . 1) Unbalanced roof live loads have been considered for this design. �� C E N c 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsl; h=1411; B=520; L=341t; eave=fill; Cat. II; ,�� z 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 pat bottom chord live load nonconcurrent with any other live loads. 393i 4) - This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with SCDL=10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8441b uplift at Joint 2 and 844 lb uplift at joint 10, :: ATE 6) "Semi -rigid pitchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. 7) Hanger(s) or other connection device($) shall be provided sufficient to support concentrated load(s) 5011) down and 291b up at 15-0-0, 000�• ,C and 50lb down and 29 lb up at 19-0-0 on top chord. The deslgntselectlon of such connection device(s) is the responsibility of others. 000 �' , O R, 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11.0. I n 1 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 FL Cert. 6634 January 29,2015 Q WII9gARNINO-Verlfydesign pramererc and READ NOTES ON 7NISAND INCLUDEOM/1EKREFERANCEPAGEMII.74M..OVI6MOi5 BEFORE USE. AppM.ab9IN�f tlesifln nvamoters antl propWlhMff er lncorcoratlon of comPoryrenl�Isr ponzibllllY of brxltlBxl tleslOner NnoNtlucg uss tle¢Inner &ctcl�rgnent. Isfor lateral of l."ofinAlvidual Tmv-be oNy. Addlibnnl femparary braclrxl to lreure stablliNtlming consVucWnls the rasponslb011ry of the MOW erector. Addllionai permanent txaclnp of the overall sllucluro is the responN8111y of the bulltling desiDrurr. For General 0uklance reDo<tlin0 faMlcalbn yoollty controL slwa0o, dells erectionaM bradn9.c._,Ot AN61/IPII Quality Ctlie4a, D6B-$9 and BC61 Bullding Component 6904 Parke Eesl BHd. u,mm menrmmlen a .'ocde from Ire Nate Ir¢t1INe. 781 N. Lea Sheef. Suite 312. Alexarxlrb. VA 22314. Tempo, FL 33610 Job Truss Truss Type City Ply 62' Grand Carlton 111 with porch T6I8]417 M11323 A COMMON 9 1 Job Reference in ......ap Chambers Truss Inc., FoA Pierce FI. 34982 ].SSGsBep FU2012bf3Y lHln74s, Inc. DX NaJanegYFScE42016 Page ID:a384PavKrinZweXyJchSFSgyuFUN-HDbf3YGHIes74xnDX0NaQ4oegVF5cE4PMGVBmezgUO2 LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 111-43(F) 19= 43(F) AWARNING -Vedg d00/gn pemmefer0 end READ NOTES ON THIS AND INCLUDED MITEKREFERANCEPAGE MII.74T3 r0v.0WM0f6 BEFORE USE. Deegnvdid for use orgy with Mitekconneclws. ihisdeslgn Lsbaced only upon parameteashown, and is for an ladlNduai buldingcomponont. Appilcobllty, of design paametersand paper Ineo"nallon of component h restnorslbiilty of bullalng designer -not (russ designer. Bracing shown Is for lateral support ofindlvidual web members only./ c Ifflonal temporary bracing to lmuro stability during consfnrcllo0 is the responsibility ofihe �A(TBk• erector. Addillonal p,rmanenl bracing of the overall sBuclure Is the responsiblllty, of Rho bulalit) designer. For general guldance regarding IYII 1Y1 1 (aWlcmlon, quality tonal, storage. delivery, erection ant bracing, consult ANSI/7PI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Park, Eam BNd. Safety Information avalable Imam Truss Nate Imtlfule. 781 N. Lee Street, Suite 312 Ale nersia. VA 22314. Teraina, FL W610 1-0 8-0-0 11-1-t 17-0-0 18-6-0 22-2-2 26-0-0 34-0-0 -0-0 8-0-0 &1-1 6-70-15 t-SO 3.8-2 3-9-td 8-0-0 -04 Scale-1.62.2 (+)Top chard must be roofbraced d aphragm, or properly conend nected ax4 puffins as shown. = 11 14 3x6 11 3x6 = 6xe = axe — 6x8 = 6x8 = f1-1.r 1& M4 N 3 m 6 Plate Offsets%Yl (30-3-8Edge1 9-0-0 f21.0.3-BEdgel f22:0-3-t0Edge1 3-1-1 74-15 (24:0380-3-0) 7b4 r2T0-3-803-01 8-00 LOADING(pst) SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TOLL 20.0 Plates Increase 1.25 TO 0.95 Verl(LL) 0.13 22-24 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.99 Ven(TL) -0.33 2-29 >397 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.98 Horz(TL) 0.03 22 n/a We BCDL 10.0 Code FB02010/rP12007 (Matrix) Weight: 194 lb FT=O% LUMBER BRACING TOP CHORD 2x4 SP M 30 `Except' TOP CHORD Structural wood sheathing directly applied or4-0-2 oc puffins. Except: 3-11,11-21; 2x4 SP No.3 BOT CHORD 2x4 SP M 30'Except* BOT CHORD 1 Row at midlet B-21 Rigid ceiling directly applied or 6-0-0 oc bracing. 2-28: 2x4 SP No.3 JOINTS 1 Brace at Jt(s): 7, 8, 19, 17, 14 WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 0-8-0. (Ib)- Max Horz2=166(LC 7) Max Uplift All uplift 100 lb or less at joint(s) except 2=-357(LC 8), 27=1183(LC 8), 26= 1480(LC 8). 22— 643(LC 8) Max Grav All reactions 250 lb or less al jolnt(s) except 2=470(LC 19), 27=2282(LC 13), 26=2899(LC 14),22=947(LC 14) FORCES gle) - Max. Comp./Max. Ten. - At forces 250 (to) or less except when shown. TOP CHORD 2-3=-514/295, 3-5= 371/987, 5-7_ 636/1292, 7-8= 636/1292, 8-10_ 636/1292, 10-12= 636/1292,12-13=-636/1292,13-15=636/1292,15-16=-636/1292, 16-18=636/1292, 18-20= 2128/1209. 20-21=.2128/1209, 21-22=-2206/1190, 1 1111111111111s, 6-9= 178/558521308, 928-29-127/427.27 287/427,26-27= 65/511, 25-26— 355/593, BOT CHORD 2-29 �= 2 ..... % 24-25=-355/593,22-24=.1015/2040 WEBS 3-29_ 450/1137, 3-27=-17831896, 5-27=-768/625, 5-26=5131328, 13-26=-925/614, ��,``,P � O,.•\GENS'•ey 18-28=-2406/1458, 18-24= 832/1770, 21-24=34/362, 4-5=-571/485, 19-20=343/310, 14-15=-519/392 = 393� 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=4.2pst; BCDL=3.Opsf; h=14ft; B=521t; L=341t1 save=8tt; Cat. li Exp C; Encl., GCp1=0.18; MW FRS (directional); Lumber DOL=1.60 plate fide 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 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 WIII fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3571b uplift at joint 2, 11 B31la uplift at joint 27, 1480 lb uplift at joint 26 and 643 lb uplift at joint 22. 8) °Semi -rigid pilchbreaks including heels* Member end flxily model was used In the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the puffin along the lop and/or bottom chord. ra: r ATE ::44/Z % �411I1111j1, FL Cert. 6634 January 29,2015 ® WARNING. Vanity design pammafero and READ NOTES ON THISAND INCLUDED MREK REFERANCE PAGE MIIJ473 rev. OTlIM16 BEFOREUSE. DMIgn valid for use orgy with Mnek connectors. This dmign 5 Lased only upon f,aomofeas hown. and h for an rndAdual LAAde,component. Appficablity of aseIgn parameters and mar(noorpomtion of componeml Is respanslxilly oryeldinq designer -not him designer. eractef, shown supped ofIr egardiof itw 1webmoffhe orgy. I temporary bracing Io Inwreing a1ydwingr-onsimctlon Islhnre regarding Is tomato guidanceompo MiTek' erector. AdtlltlonnlpeananentMadngoftheoverallstructureisInaresponsANSIIoflh uaRlr➢ngdria,DSB.89anrBCSerol A anent en delivery, erection OSe-ag and BCSI Building Component foMll, dre Eaz1 Enid. (rrage. 81 N. Lee street. Suit 312, Alex mBl . A 223q Safety Information avaPaMe Vom Truss Rate Institute. 781 N. Leo Sheet. Suite 312. AlaxaruLb, VA 2231 d. coon available interaction Tama.6904 Tampa, FL 33610 Job Truss Truss Type Oly Pry W Good Carbon III vault porch TB]B]41e M11323 GRA IHIP 1 1 Job Reference (optional) Chambers Truss lnc., Fon Pierre Ft. 34982 ].350sSPJVUFU .aMWXxLg5nl8nc, Thu Jan2914A XtllgR s63VEz ID_etCicxC3ixW7huls7ypJyuFUK-aMWIXxLg5nI8O0gZSBODCVbhtlNXtllgRzs63VEzgU4o NOTES 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 967 Its down and 461 Its up at 26-0-0, and 9671le doom and 461 Ib up at B-0-0 on bottom chord. The designtselecflon 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 (plt) Vert, 1-3=44, 21-23=-44, 2-29=-20, 24-29=-47(F=-27), 22-24=-20, 3-11=-103(F— 59), 11-21— 103(F=-59) Concentrated Loads (lb) Vert 29=-555(F) 24= 555(F) A WARNING - Vedl y des/gn paramamrs and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.70TS row. OSAIMISBEFORIFUSE. Dangn valldfor Ursa onlywllh MlTok connectors. Ns design E based only upon parametersshown, and is far an Individual buldrC component. IMF nn lily of doslgn paneters and proper incorporation of componenf Is respenslbklly of btBdeq designer -not Imss desl0ner. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing tolnsure stability dating conslrucllon is the respons"Ity, of the Mew M(Tek• erector. Additional permanenl bracing of the overall structure is the responslbllltyof the bullong designer. For general guldancxmgardln0 fabrication, coolly control, storage, delivery, ereciionand bracing. consuD ANSUTP11 Quality Calorie, D5B-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information evadable from Tom Hale Inullule, 781 N. Lee Street. Suite 312. Alexandrls. VA22314. Tanya, FL 33810 T6797419 1111323 1GRB 1� q 8-0 0 r 14 2-6 ,x 20-0.0 26-0-0 1 3 35-0-0 1-0O 8-0.0 6-2ti 6-1-10 5-e-0 8-0-00-0 1-0-0 S.I. =1:60.1 6x10 4,00112 3xe = 4x6 = 5x6 6x6 = axe = 14 -- -- 3x6 II 5x6 WB = SO = fine = 3x6 = fine = LOADING(pst) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 7.0 Lumber Increase 1.25 BCLL 0.0 ' Rep Stress Incr NO BCDL 10.0 Code FBC2010/rP12007 CSI DEFL in (loc) Well Ud TC 0.93 Vert(LL) 0.20 15 >999 360 BC 0.62 Vert(TL) I -0.3513-15 >685 240 WB 0.97 Herz(TL) 0.08 12 We Na (Matrix) PLATES GRIP MT20 244/190 Weight: 1501b FT = 0 LUMBER TOP CHORD 2x4 SP M 30 BRACING TOP CHORD Structural wood sheathing directly applied, BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4.6-9 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpl 3-13 6-12: 2x6 SP N0.2, 6-10; 2x4 SP M 30 2 Rows at 1/3 pis 4-12 OTHERS 2x4 SP N0.3 MITek recommends that Stabillzers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation pulde. REACTIONS (lb/size) 2=1130/0-8-0 (min. 0.1.12), 12=3419/0-8-0 (min. 0-5-7), 8=446/0-8.0 (min. 0-1-8) Max Horz2=-77(LC 6) Max 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 (Ib) - Max. CompJMax. Ten. - All forces 250 (to) or less except when shown. TOP CHORD 2-3=-3668/1938, 3-16=-198411203, 4-16=-198411203, 4-5-112112302, 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=-29ar-/81 WEBS 3-15- 40811222, 3-13=-1642/779, 4-13=-203/929, 4-12=-4684/2540, 6-12= 2440/1562, 111111111/� 6-10-1739/3381, 7-10-339/365 1 NOTES �`G E NJ C& see 1) Unbalanced roof live loads have been considered for this design. • V� 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2pst; BCDL=3.Opsh h=141t; B=52ft; L=34ff eave=6ft; Cat. III 39381 ••• Exp C; Encl., GCp1=0.18; MW FRS (dlrectlonal); Lumber DOL=1.60 plate grip DOL=1.60 +' 3) Provide adequate drainage to prevent water pending. * ' 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 5) - This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6.0 tall by 2-0.0 wide wilt: .• tit between the bottom chord and any other members. ATE 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 89814 uplift at joint 2, 2520 to uplift at joint 00 .� 12 and 3941b uplift at joint 8. ' �` 7) °Semi-rigld pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. ��F •-•< 0 R 10. G\�%% 8) Hanger(s) or other connection device(s) shall be provided sufficlent to support concentrated load(s) 9671b down and 461 lb up at ��'Y ' • ... • ,% 26.041, and 9671b down and 461 lb up at a-0-0 on bottom chord. The tlesigNselectlon of such connection tlevice(s) is the /�� N A% responsibility of others. E 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard FL Cert. 6634 January 29,2015 ®WARNING-Vedry design pammntara and READ NOTES ON MISANDINCLUDEOMREKNEFEFANOEPAGEMII.7473Me .. inVIM 1SSEFOREUSE �• Emkn valid for use ody with Mlrok connectors. 9nts design Is based only upon paamotersshown. andis for an Indvidual bullding componnnl. AppllcdoPlty of design paamelersand proper IncoOwralion o(componont h respon-iWIIN of baAdnO designer - not htm designer. eradng slwvm Is toy lateral support oflrMNidual webm61Tbe1s only. Ad<1lflonallemporMbrack%gtolmurestabllltydiAhgraonstimllonisiheresponsibllllyofihe erector. Mdillondperm<9anibracinUOItWOvefdistrucMelstherespon4W11yofth Wlldlnadedgnet.Forgeru-falgddancoroga(ding MiTek' krhdcailon y ldly, conifo6 slorage. delivery. muflon and btacing, comull ANSIAPI I Quality Criteria, D68.89 and Best Building Component 6904 Parke Fast Blvd. u.e•w tnlermeeen rnalabte from Tnss Role hsl9ule. 781 N. Lee Sheet. Salle 312. Noxaralrlo. VA 22314. T.We, FL 33610 Job fuss Truss Type Dry Ply 62' Gr.nd Coulon 111 with pomit T6]W41H M11323 GRB HIP i 1 Job Reference (optional) Chambers Truss Inc.. LOAD CASES) Standard 1) Regular. Lumber Increase--1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3= 44, 3-7=-107(F=-63), 7-9— 44, 2-15-20, 10-15=-49(F-29), 8-10— 20 Concentrated Loads (lb) Vert: 15-555(F) 10-555(F) ID:StRaEyyrgO4M7BG4raWBLWyuFUb;aWO(xL95nlSO0gZSBODCVbh_Ndb114Rzs63 EzgU?x WARNING.Vedfy design FanmO.end READ NOTES ON MIS ANO INCLUOrED MITEK REFERANCEFAGE Mll-7473 rev. OL MOIS BEFORE USE. Design voild tot trse ordywlth MITek conneclors. lNs des fin b basad only upon porametemshr,", and is im un inWhdual bulltling component. Apindcab93yofacolpnparametersond lxopeflncoryorallonolcomponenlbresponsRMllW of bUltlNg designer -notmu Aedgner, Bracing shown ■■■ff Is for lateral support oflndividual web membelsonly. AddllkxwltemporMbrmingto BwlrestatAtytluNgcora fu DnislheresponbAlityofthe MiTeK erector. AtltlllbndpermarenlbracBK1o11beovemllsinlcNrelslherespdNbAltyoltlrebtEdirgdeslalser.Fageneralplidalcereao<dh0 fctAC(Aonquallycontrol,stomUe.dollvery.er cllonantltxa o.consdI ANSI/TPI1 Qually Criteria,DSB-B9 and SCSI Building Component 6904 Parke East Blvd. Safety Information ONClable from Truss Plate Institute. 781 N. We Street Suite 312. Alexandria VA 22314. Tamp., FL 33610 Ml1323 MONOTRUSS Refer to MTek 'TOE -NAIL" Detail for connection to supporting carrier truss (typ all applicable jacks on this job) 3x4 = 4.00 12 LOADING (psi) SPACING 2-0-0 CSI DEFL In (too) Wall L/d TOLL 20.0 Plates Increase 1.25 TC 0.12 Ven(LL) .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 rVa n/a BCDL 10.0 Code FBC2010/rP12007 (Matrix) LUMBER TOP CHORD 20 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS (lb/size) 2=12210-8-0 (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 Grav2=145(LC 2), 4=3B(LC 3), 3=39(LC 13) FORCES (Ib) - Max. CompJMm Ten. -All forces 250 (lb) or less except when shown. Scale = 1.7.9 PLATES GRIP MT20 244/190 Weight: 8lb FT=O% BRACING TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purllns. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MITek recommends that Stabilizers and required cross bracing be Installed during truss erectlon, in accordance with Stabilizer Installation cuide NOTES 1) Wind: ASIDE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=520; L=34ft eave=6ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (dlrectlonal); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.0ps1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for imss to truss connections. 1111111 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 143 lb uplift at Joint 2 and 291b uplift at joint ,\�T\ 3. �o p s A. %6) "Semi-rlgld pitchbreaks Including heels" Member end fixity model was used In the analysis and design of this truss. % O •' C E N LOAD CASE(S) Standard FL Cert 6634 January 29,2015 AWARNING.leserydesignperameroI...dREADNOTESONMISAND/NCLUDEDMIrEKREFERANCEPAGEMII.7473rev.MI2015BEFOREUSE ■■■■ Design valid for use only with MlTek connectors. ffib design is based only upon parameters shown. and is for an Individual building component. ty Apinfi of design parametors and proper inconemtlon of componom a responstAlity of butchg designer- not truss designer. Bracing she" b fm Iatmal sapped ofindivlduol web members only. Addllbrml temporary bracing to insure staMlly during conslrucllon is lho respondbBBtyof the erector. Additional permanent bracing of the overall structure Mire responsibility of the building deslgwr. For general guidance regarding MOW fousl atiom quollly control, storage. delivery. arsaionanci bracing, consult ANSIANIHuaBty Criteria,ING-89 and SCSI Building Component 69D4 Perk. East Blvd. Safety Information wadable from bass Rate hst0ute. 781 N. Lee Street. Suite 312 Nera scum VA22314. Tmpim. FL 33610 Job Truss iruss type jQIy 1ply 62'G nd Carllonlll wah porch Tfi]9]421 M11323 J4 MCNOTRUSS 6 1 Job Reeference (optiona]) Chambers Truce Inc., Fort Pierce Fl. 34g62 7.350s Sep272Uf2 MiTek lndusbies, Inc. Thu Jan2914:44:032015 Pagel ID:PDYLfd_5MdK4MSOTz?ZfRxyuFUH.2Z4glHMls5t?2901?vXSim60Fn2SU_PbCW rclt¢gU?w 3x4 = LOADING(psf) SPACING 2-0-0 CS] I DEFL in (roc) Well Ud TCLL 20.0 Plates Increase 1.25 TC 0.26 Ven(LL) -0.01 2-4 >999 360 TCDL 7.0 Lumber Increase 1.25 BC 0.26 Ven(fL) -0.03 2-4 >999 240 BCLL 0.0 Rep Stress [nor YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS (lb/size) 3=69/Mechanical, 2=185/0-8-0 (min. 0-1-8), 4=36/Mechanical Max Horz2=103(LC 8) Max Upl1ft3=-82(1-C 6), 2=-18B(LC 8) Max Grav3=87(1-C 13), 2=219(LC 2), 4=73(LC 3) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:11.2 PLATES GRIP MT20 244/190 Weight: 14 lb FT=O% BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-0 cc putting. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. MiTek recommends that Stabilizers and required cross bmang be Installed during truss erection, In accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7-10: VUI1=165mph 13-second gust) Vasd=128mph; TCDL=4.2psf, BCDL=3.Opsf; h=14ft; B=52fq L=34ft; eave=61t Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle M-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for Imes to truss connections. +PI11111 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 82lb uplift at Joint 3 and 188lb uplift at Joint 00S A. 2. 6) "Semi-dgld pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. �� 0. .•\G E N LOAD CASE(S) Standard �, A��' , �-M ,OJ •rir AT E �F : 44/ <V /ON AI.E�%`�� '1n1 n m+`+ FL Cert. 6634 January 29,2015 A WARNING- Verify design Parameters and READNOTES ON THIS AND INCLUDED MITEN REFERANCE PAGE MII-7473 rev. 0T iW2015BEFOREUSE. Design valid for use only with Work connectors. iris design Is Dosed only upon parameters shown. and is for an Individual burcing componerl. Applicability or design paameters and proper Incomaraflon of component b responNWlily of bu ldhg designer - not turns designer. &acing drown �� Is for lateral support oflndMtlual web members only. AddlllonaltemporaNtwaciMfOlns eSta601ydutl gcort iuctionlsiherespomlbNityoflne MiTek' sneerer. Addllional rmrmonent bracing of the overall structure is the reeboodblllly of tM bracing designer: For general guidance regarding fabdcatlon. gndlN aonhol. sbrage, delivery, aeclion arul bracNg, consult ANSI/FPI l Quality Criteria, DS8.89 and SCSI Bulkling Component 6904 Parke East eNd. Safety Infernallon wettable from Truss Rate Institute, 761 N. Lee Street Wife 312 Alexandria, VA 22314. Tampa, FL 33610 TRUSS 3x4 = Scale =1:14.5 6-0-0 CSI DEFL in (Ioc) Well Vd PLATES GRIP LOADING (Pat) SPACING 2-0-0 Plates Increase 1.25 TC 0.79 Vert(LL) -0.06 2-4 >999 360 MT20 244/190 TCLL 20.0 TCDL 7.0 Lumber Increase 1.25 BC 0.68 Verl(TL) -0.16 2-4 >418 240 We BOLL 0.0 Rep Stress incr YES WB 0.00 HOrz(Q -0.00 3 n/a Weight: 20lb Ft=O% BCDL 10.0 Code FBC2010/IPI2007 (Matrix) LUMBER BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudlns. TOP CHORD 2x4 SP N0.3 BOT CHORD Rigid telling directly applied or 10-0-0 oc bracing. BOT CHORD 2x4 SP N0.3 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection. In accordance with Stabilizer Installation quids REACTIONS (Ib/size) 3=117/Mechanical, 2=246/0-8-0 (min. 0-1-8), 4=56/Mechanlcal Max Horz 2=141(LC 8) Max Uplifl3= 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. NOTES 1) Wind: ASCE 7-10; Vuit=165mph (3-second gust) Vasd=128mph; TCDL=4.2psi; BCDL=3.Opsf; h=14ft, B=52ft; L=3411; eave=bit, 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 lost 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 lit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. ,,`\ \PS' A , 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 144lb uplift at joint 3 and 218lb uplift at \\ j-Semi-Dint 2. ♦` �0000-•�pEN, 6) "Semi-Semipllchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss.393 LOAD CASE(S) Standard _ Ma: r ATE 4LI� 4 O R % O ✓ �j�=%♦♦ �ONA1.��\\``• FL Cert. 6634 January 29,2016 ®WARNING• Verlfydeslgn parameters and READ NOTES ON THIS AND INOLUOED MREK REiERANCE PAGEkv anIndhAd /i6M0169EFOREUSE and R for an NtllNdual brWdirp component. Design valid for use onlyvAih Mgek connectors. iNs deSfln 6 based only upon pmamelarsshown, A 11'_FAltyordesgnpatamelorsandprolx+nc�wporalionofcomponentismsporsslbllllyofbullOingdesigner-notlnrssdesigner.&acingshovm Is for lalewl suppod of 9ldlvlduol w0b members oNy. Atltlllignal temporary brgcing to Insure s1ob11ity during cons8uctlon Is the raspandb�lity of IDe the bulldlrptieslgner. For ganeml guldonee regardOsg MiTek' erector. Addlllorwl permarwni bradnp of iM overall sWCNre h the resporeldllly of fab8ca8on, quality conM1oh stomas, delNery, esecilon nn7 txadng. conwD AN81/iPli 6uality Crlletla, Ds8.89 entl BC818ullding Component 6904 Parke Et BNd. Tenpe, FL 33610 Safety max.allon rna0otN0 from truss Nate Ins111We. 781 N. Len Sireei, Suite 312. Alexandria. VA 22314. TRUSS 3x4 = S.I. - 1:17.7 e-0-0 LOADING (psi) SPACING 2-0-0 CSI DEFL in Qoc) Well Lid PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.51 Vert(LL) -0.15 2-4 >613 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.30 Ven(TL) -0.37 2-4 >245 240 BCLL 0.0 ' Rep Stress [nor YES WB 0.00 Horz(TL) -0.00 3 Na Na BCDL 10.0 Code FBC2010/TPl2007 (Matrix) Weight: 26111 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 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during Imss erection, In accordance with Stabilizer Installation quids. REACTIONS (III/size) 3=163/Mechanical, 2=308/0-e-0 (min. 0-1-8), 4=76/Machanical Max Horz 2=179(LC 8) Max UpIIfi3=-203(LC 8), 2= 250(LC 8) , Max Grav3=200(LC 2), 2=360(LC 2), 4=153(LC 3) FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES 1) Wind: ASCE 7-10; VUII=165mph (3-second gust) Vasd=128mph; TCDL=4.2psC BCDL=3.Opsf; h=14f; B=5211; L=3411; eave=6Q; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directorial); 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. 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)'Sem1-rigld pitchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard FL Cert. 6634 January 29,2015 Q WARNING. Verily design paremetersaad READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE Mll-7473 rev. OVISo0fa BEFORE USE. ■■■l Dmignvolidtoruseodywllh Mtiekconnectoa. Mdeagnhtwmdonlyufl nprsamoleMs -O ,andhforanl iv[Chwlbiiidinoc mDo nl. � AIWIMabilty ofdesign I cmeteisaad pope, fncorcora9on ofcomponeat IS resnandbillty of bantling douaaor-not few designer. Bracing shown isfortaforalswp O.flnfllVldualWebmOMt8TSoNy.AdtlBlOnaltemporaybracingtoinswestabHilyduMgconslmctlonisiheresponAGllltyoithe WOWerector. Additional polrllanent bracing Of the overall SIRICinre 13 ran respanslealty of 1M IwlWing designer. For general gi4danco regarding I.Wcollon, quality control, Storage, delivery. erection andbracing. consul ANSI/TPII Quality Criteria,D53-B9 and BCSI Building Component 6904 Parlor East Blvd. Safety Imormatlon available from ➢rw Plate vallide, 781 N. Lee Street. Suite 312 Alexandria, VA Y2314. Tampa. FL 33610 1S Scale= 1:20.8 30 = 3x4 = 7-3-4 3-11-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/dail Ud PLATES GRIP TGLL 20.0 Plates Increase 1.25 TC 0.29 Vert(LL) -0.06 2-7 >999 360 MT20 2441190 TCDL 7.0 Lumber Increase 1.25 BC 0.31 Vert(TL) -0.15 2-7 >850 240 BCLL 0.0 ' Rep Stress Incr NO INS 0.44 Hoa(TL) 0.02 6 n/a n1a BCDL 10.0 Code FBC20107rP12007 (Matrix) Weight: 44lb FT=O% LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS (Ib/size) 4=164/Mechanical, 2=411/0-11-5 (min.0-1-8), 6=499/Mechanical Max Hcrz2=244(LC 8) Max Uplift4=-204(LC 8), 2=-325(LC 8), 6= 278(LC 8) Max Grav4=243(LC 13), 2=480(LC 2), 6=587(LG 13) FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 (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 orb-0-0 oc pur ins. BOT CHORD Rigid telling directly applied or 9-0-11 oc bracing. MiTek recommends that Stabilizers and requfred cross bradng be Installed during truss erection, In accordance with Stabilizer Installation aulde NOTES 1) Wind: ASCE 7-10; Vul1=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psF h=14fh B=52ft; L=3411; save=61t; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (dIreclional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss is not designed to support a telling and Is not intended for use where aesthetics are a consideration. `III IIl l IIlt/ nt er live loads. 4) This[was truss has been designed fora live load of 20: pst on 10.0 Pat bottom chord I the bottom chord ive load n all areas whth any ere a rectangle 3-6-0 tall by 2-0-0 wide will `--,tt�I�P.S • A. ,( tit between the bottom chord and any other members. �,r0•\O E N 3� 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2041b uplift at joint 4, 3251b uplift at joint 21% 8 and 2781b uplift at joint 6. 7)'Semi-dgid pitchbreaks Includng heels' Member end fixity model was used in the analysis and design of this truss. 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 -ATE 1) Regular: as Lumber Incree=1.25, Plate Increase=1.25 Unflorm Loads (pit) Vert: 1-8=-44 1 Trapezoidal Loads (pit) �i�t�s'•. O F1 Vert: 8=0(F=22, B=22)-10-4=-124(F=-40, B=40), 2=-2(F=9, B=9)-to-5=-56(F=-18, B_ 18); ; FL Cert. 6634 January 29,2015 Q WARNING -Vedty dostge paremeteer and MO NOTES ON THISANDINCLUDEOM?EKREFERANCEPAGEMIF74731a1. OM"OISBEFORE USE. DedgnvAkf for useon1y W?hMBekconrleclors. 0Jsdesignb Casetlonlyuponpaometersaf andbform MvldtwlbLACROcomponent. ApproobBlly ofdesign rx Gnle1erlm'IpropenccOTnratlonofcomWmnlbre4p nMUltyofbNldhgdesigner -not inndesigner. &adng shown b for Ialeral mppod of intllyidud web members ONy. M dibml tompornry bladn0lo imae slatAlly dal0g comialction is the responslb011ly of fhe MiTek' oreclor. Ar1d11bru9pr:rmarenlMac4lOoliheoverMshucMelsiNaresporW�IIINofihebWdlnOdedgmr.ForaeneralOUldmcoregadNg fabdcdion, quditycontrol slmage, detivety. erection aMt IxactnU, Conullt AN3UIPI1 Quality Criteria, DSB.89 and BCSI Building Component 6904 Parka Ent Blvd. safely Information avaOrIDle from ➢us Plate Instllule, 78111. Lee Street Sulte 312. Alexandria. VA22314. Tempo, FL 33610 Symbols PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0 1/ldr For 4 x 2 orientation, locate plates 0-'4e' from outside edge of truss. This symbol Indicates the required direction of slots in connector plates. Plate location details available in MTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION -7 Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing, BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 I dimensions shown in sixteenths scale) IF-1I (Drawings not to scale) JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311,ESR-1352. ESR1988 ER-3907, ESR-2362, ESR-1397. ESR-3282 © 2012 MTek® All Rights Reserved ac MiTek® MITek Engineering Reference Sheet: MII-7473 rev. 02/16/2015 ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide tmss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stock materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer. erection supervisor, property owner and all other Interested parties. S. Cut members to bear tightly against each other. 6. Place plates on each face of truss of eoch joint and embed fully. Knots and wane at joint Iccotions are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted. moisture content of lumber Shall not exceed 19%at time of fabrication. 9. Unless expressly noted. this design is not applicable for use with fire retardant, preservative heated or green lumber. 10. Comber is a non-structural consideration and is the responsibility of truss fabricator. General practice Is to camber for dead load deflection. 11. Plate type. size. orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and sae, and in all respects, equal to or better than that specified. 13. Top chords must be Sheathed or pudhs provided at spacing Indicated on design. 14. Bottom chortls require lateral bracing at 10 ft. spacing. or less, if no ceiling Is installed unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member a plate without prior approval of an engineer. 17. Install and load vertically unless Indicated otherwise. 18. Use of green or heated lumber may pose unacceptable environmental, health or performance risks. Consultwith project engineer before use. 19. Review all portions of this design (front, back. words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSIfTPI 1 Quality Criteria. COMPLETED ON: 10-06-15 DESCRIPTION: o SURVEYORS NOTES: BEING ALL 66 MEDITERANEAN NORTH, A �` I 1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE OF THE UNRECORDED PLAT OF SPANISH 2. SHOWN HEREON. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE LAKES PHASE 1, OF ST. LUCIE COUNTY, FLORIDA. LOCATED UNLESS OTHERWISE SHOWN. 2 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. ABBREVIATIONS: o 4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE FFE = FINISHED FLOOR ELEVATION SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD R/W = RIGHT-OF-WAY cy ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. R = RADIUS OF CURVE = h 5. BEARINGS SHOWN HEREON ARE REFERANCED TO THE L = LENGTH OF CURVE CENTERLINE OF MEDITERRANEAN NORTH HAVING AN ASSUMED SF = SQUARE FOOT c0 BEARING OF EAST, ACCORDING TO THE UNRECORDED PLAT A = DELTA OF CURVE OF SPANISH LAKES PHASE 1, OF ST. LUCIE COUNY, o 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. PERMIT #: i,so 6 -Osy Z OF BANK PATIO 16.03' o; AVERAGE TOP - a OF FORMS !g 15.51' z ELEVATION=17.91 z .67' ABOVE EDGEz OF PAVEMENT St. Lt Mla CG. i L DC1h4 1!lv MEDITERRANEAN BOULEVARD 20' ASPHALT ROAD RECEIVED PCT 07.2015 \LE: 1"=30' ALEXANDER J. PIAZZA PSM, TE:10-06-15 Surveying ° Mapping " Consulting AWN: CJM*LBf7280 619 SW Biltmore Street Port St. Lucie, Florida 34983 B NO.: Phone: (772) 340-7770 15-2186 Fax: (772) 340-2250 NORTH CERTIFIED TO: WYNNE BUILDING CORPORATION _ F'. 10-06-15 K:\BUILDERS\DWG2015\15-2186.dwg, 10/7/2015 3:04:27 PM ALEXAND J. PIA Professional urveyor & Mapper Florida Certificate No.: 6330