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HomeMy WebLinkAboutSUBMITTED PAPERSOFFICE USE {ONLY: / DATE FILED: PERMIT NUMBER: I PLAN REVIEW FEE: g RECEIPT NO.. CONCURRENCY FEE: RECEIPT NO.: CERT. CAP. NO.: ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED St. Lucie County Building and Zoning SCANNED 2300 Virginia Avenue . BY Ft. Pierce, FL 34982-5652 Si. Lucie County 772 462-1553 ova APPLICATION for BUILDING PERMIT CERTIFICATE of CAPACITY/ZONING COMPLIANCE PROJECT INFORMATION 1. LOCATION/SITE_ADDRESS: 2. PROJECT NAME: Spanish i s h Lake s i l a ITeE PLAN NAME: country n Y gg 3. PROPERTY TAX ID#: 1 -Inl -1 1 1-0001-000/E-,. 4. LEGAL DESCRIPTION (attach extra sheets if necessary): East % of section l township 34s Range 39E, lying N&W of Turnpike Feeder Road 5. PLAT BOOK 6. PAGE NO. 7. BLOCK NO. 8. LOT NO. 9. PARCEL SIZE (ACRES/SQ FT.): V LOT DIMENSIONS: 10. COMPLETE DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY:�� Single family residence (Replacement home 11. [SETBACK (ACTUAL) FRONT:' BACK: �1 RIGHT SIDE: �— LEFT SIDE: /t.` 12. TYPE OF CONSTRUCTION (Check all appropriate boxes) N;] NEW CONSTRUCTION [ ] EXPANSION/ADDITION [I INTERIOR RENOVATION rX] RESIDENTIAL [ ] COMMERCIAL [ ] INDUSTRIAL [ ] OTHER (SPECIFY) 13. DESCRIPTION OF PROPOSED USE: Same r--- -- - 14. L SQ,FT OF_CONSTRUCTION: 15. SF. FT 1st FLOOR: 16. VALUE OF CONSTRUCTION: ' $ 51,000.00 The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is $2500 or more, a RECORDED Noticd of Commencement must be submitted with this application. SLCCDV Form No.: 001-02 i 1 . OWNER INFORMATION-. NAME: Wynne BuiWing Corporatinn ADDRESS: 8000 S . US1 402 CITY: Port S t Lucie STATE: FL ZIP: 3495 2 PHONE (DAYTIME): (7 7 2) q 7 R- 5 513 Email: IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: ADDRESS: CITY: STATE: ZIP: PHONE (DAYTIME): ( ) CONTRACTOR INFORMATION ST. of FL REG.CERT #: C G C 6 3 5 9 9 ST. LUCIE COUNTY CERT #: 08898 BUSINESS NAME: Wynne Development Corporation QUALIFIERS NAME: Matthew Lyle W n n e ADDRESS: 8000 S. US1., Suite 402 CITY: Port St. Lucie STATE: FL ZIP: 34952 PHONE (DAYTIME): (17 2) 8 7 8- 5 513 FAX N0. 7 7 2- 8 7 8- 7 6 5 6 Email: ARCHIT/ENGINEER: Braden & Braden ADDRESS: 417 Coconut Ave. CITY: Stuart STATE: FL ZIP. 34996 PHONE (DAYTIME): (Z 7 4- 2 8 7- 8 2 5 8 BONDING COMPANY: ADDRESS: CITY: STATE: ZIP: MORTGAGE LENDER: ADDRESS: CITY: STATE: ZIP: IMPORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after notification it will be voided and returned to you by mail. OFFICE USE ONLY BP #: 1e C 1, —C SECTION O� TOWNSHIP RANGE MAP NO. 1 1 h ZONINGRID LAND USE ` 1 LOT CVG % TAZ NO. FLOOD ZONE FIRM MAP # I lT FLR ELV MAX HGT CONST TYPE OCCUP TYPE MAX OCCUP # OF FLRS WATER SEWER Cl- SPRINKLERS STORMWATER LOT OF REC LOT OF REC LOT SPLIT LOT SPLIT Before 1/1990 After 111990 REQUIRED APPROVED REPORT HABITABLE RADON PERMIT CODE 1 AREA FEE FEE (RADON) LIBRARY PUBLIC BLD PUBIC BLD PARKS IMPACT IMPACT FEE IMPACT IMPACT FEE CORRECTION FEE FEE GENERAL SCHOOL ROAD CREDIT Y N LAW ENF IMPACT IMPACT IMPACT FEE FEE FEE FIRE/EMS DRIVEWAY Y N DRIVEWAY ADMINISTRATIVE IMPACT REQUIRED FEE VARIANCE FEE FEE SPECIFY MECHANIC ROOF —V NON -CONFORMING MISCELLANEOUS SUBS ELECTRIC GAS LOT OF RECORD FEES REQUIRED PLUMBING A FEES DATE SENT TO ADDRESSING,, / REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUN7ER REVIEW REVIEW REVIEW RE IEW REVIEW REVIEW DATE RECEIVED �( DATE COMPLETED s C� INITIALS CERTIFICATION: This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all -laws regulating construction in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, ETC., not otherwise included with this building permit application. St. Lucie County makes no representation that its granting of a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants that may restrict or prohibit such structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may apply. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non- residential use. NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT'IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: AS THE APPLICANT FOR THIS BUILDING PERMIT, IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO ATTACHMENT; AS A CONDITION OF THIS PERMIT YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE ATTACHED CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws ref ulating con uction and zoning. C OWN C NTR _ C_TOR SIGNATURg COS NTA�TO STATE OF FLORIDA STATE OF FLORIDA COUNTY OF St. Lucie COUNTY OF St. Lucie The foregoing instrument was acknowledged before me this `�� day of U ` 20 , by Matthew L)z1P wTnne who is ers ws- of Notary 1q0 TARy Commission No or has produced identification. ATE OF FL ()RIDA Lommissft71bD870l98 Expires: APR. 04, 2013 IRU ATLANTIC BONDI iG CO3,U4Q The foregoing instrument was acknowledged before me this _day of , 20 by -Matthew Lyle Wynne who is personally known or has produced as identification. Signature of Notary NOTARY ML►AI,1A'rE OF ILORMA Commission No. `'. - R©che] t6ehi) Duryea ommission #DD870198 '%�,, ,..•° Expiz'�s; APR. 04, 2013 BONDED TIIRU ATLANTIC BONDING CO., INC. NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION. OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNER/BUILDER APPLICANTS. For specific instructions see appropriate permit checklist. A No, DESCRIPTION section -2- . BUILDING PLANNING (Chapter3)_ LOCAL DESIGN CRITERI ble R301,2(1) unless Weathering C L r< < 4 noted otherwise) Frost fine depth /y/fR Floor live load (Table R301.5) psf Termite area Roof five load (Table R301.6) 37 psf Decay area Ground snow load Al f "41' psf Winter design temperature Z Basic wind speed / !� o mph Wind exposure category (R301.2-1.4) G High wind design criteria applicable .(R301. 2.1.1) 1 / f-3 Seismic design category (SDC) [Figure R301.2(2)] 'y / SDC C&D provisions (R301.2.2) N /� onnne or A MKIINIr, r2Fni IMPUPNTR (R3n3 fhrnuoh R3051 Ice barrier underlayment required A-// Flood hazards "11,4 - EXTERIOR WALL LOCATION (R302) I'v/'A 1-hour rating for exterior walls located less than 5 feet from lot line (R302.1, Table R302.1) / / /,�q Exterior wall openings/penetrations and pro- jections (R302.1, Table R302.1) ceilin n' ceilin ttrra' light ---------------- - Natural ventilation" --- Area Use Living 7'-0" 5`-0" 8% floor area 4% floor area Dining 7'-0" T-0" 8% floor area 4% floor area Kitchen 7'-0" 5'-0" 8% floor area 4% floor area Bedroom 7'-0" 5'-0" 8% floor area 4% floor area Bathroom 7'-0" 5'-0"t 3 square feet 11/2 square feet . ' See Sections R303.1 & R303.3 for mechanical ventilation and artificial light t 6'-a" min. over plumbing fixtures. 0*'- Required heating (R303.8) SANIT/jTION (R306 and R307) Water closet Lavatory - Tub or shower Kitchen area with sink Sanitary sewer (Chapter 30) AIM Private disposal (Appendix 1) GLAZING (R308) i 1-51 Identification (R308.1) AV O Louvered windows or jalousies (R306.2) Human impact loa�slhazaidous locations— (R308.3/R308.4) Skylights and sloped glazing (R308.6) GARAGES AND CARPORTS (R309) No opening between garage and sleeping ` room (R309.1) J Opening protection (garage to residence); i3/g" solid. wood doors, 20-minute fire -rated doors (R309.1) A/ M Penetrations (R309.1. f, R309.1.2) Garage -dwelling separation;'/2" gypsum board on garage side, except 5/e' Type X re- quired below habitable rooms (R309.2) -3- �Floorsurface noncombustible; sloped floor (R309.3) //'o Carport: open two sides; noncombustible floors; sloped floor (R309.4) EGRESS(R310 - R312) Basement and sleeping room window for emergency escape: opening 5.7 square feet (grade floor, 5 square feet), 24" net clear height, 20" net clear width; maximum sill height= 44" (R310.1- R310.1.4) A/ 114 Window wells (R3t0.2) Exit balconies (R311.2.1) Exit access or hallway �! 3' (R3f1.3) One exit from each dwelling unit (R31 AI) iJ Landings for doors (R311.4.3) /R Stairways; minimum width = 3'0'; maximum stair rise = 73/4'; minimum tread =10" with 3/4"-11/4" nosing; minimum headroom = 69" (R311,5) Landings for stairways; minimum dimension 36" (R311.5.4) IVIA _ Special stairways (R311.5.8) Ni, Ramp slope (1:12 maximum) (R311,6) /i1 �A Ramp landing, minimum Tx 3' (R311.6,2) ID Ramp handrails; one required if slope > 1:12 (R311.6,3) Under stair prot,=r=,' - 1 (R311.2.2) DWELLING UNIT SEPARATION (R31 /) Handrails; requf "--n one side of stair, hand- rail height = 34" to 38' ; Type I or Type II grip (R311.5, 6 - R311.5.6.3) Stairway illumination (R303.6, R311.5.7) Guards: required for porches, balconies, ramps, open sides of stairs, -or raised floor surfaces 5 30" above floor; 34'-36" minimum guard height (R312.1) Opening limitations (R312.2) Two, y dwellings: 1-hour fire -resistance ratin-- , ' 171) Supporting construction (R317,1.1) Townhouse: 2 hour exception (R317.2) Continuity (R317.2.1) Townhouse parapet (R317.2.2) Townhouse structural independence (R3f 7.2.4) Rated penetrations (R317.3) SMOKE ALARMS (R313) MOISTURE VAPOR RETARDERS (R318) >� Location and interconnection (R313.2) Required (R318.1) Power source (R313.3) DECAY AND TERMITE AREAS (R319 and R320) y Proteclion required (Table R301.2(1), R3i9. i, 914) --- --- -32 1L 141`-1 Labeling (R314.2) Surface burning, thermal barrier, specific ap- proval (R314.3 - R314.6) WALL AND CEILING FINISH (R315) lame spread (R315.1) Smoke -developed index (R315.2) INSULATION (R316) !� Flame spread (R316.1) Smoke -developed index (R316.1) Attic (R316.4) l °d'JI Quality mark (R319.2 and R320.1.1) SITE ADDRESS (R321) �S Premises identification (R321,1) ACILITY (R322) ACCESS dwelling units applicable (R322.1) ELEVATORS/PLATFORM LIFTS (R323) I / (Al Referenced standards FLOOD -RESISTANT CONSTRUCTION (R324) General (R324.1) A/ Hazard area and elevation requirements (R324.2 and R324.3) Design professional (R324.3.6) FOUNDATIONS (Chapter 4) MATERIALS (R402) Wood foundations (R402.1) Sill plate bolting in concrete/masonry = VZ' di- / ameter bolts or as required for unbalanced fill 1! Concrete, compressive strength (R402.2) within 12" but not less than 7 bolt diameters from corner, 7" embedment (R403.1.6, Table /S-(R�-03)--------•----------------=-------R�84�{2 � � ' L, Soil bearing value (R401.4, R403.1) (°' Footings adjacent to slopes (R403.1.7) . oottng width (seepage 5) A,/ (L Frost protected shallow foundations (R403.3) Footing edge thickness = 6" minimum; footing FOUNDATION WALLS (R404 - R406) projection = 2" minimum, but 5 footing thick- ness (R403.1.1) Top reactions, support, anchor bolt spacing Footings in SDC C or D.(R403.1,2, R403.1.3 (fables R404.1(1) and R404.1(2)] . and R403.1.6.1) Masonry and concrete foundation walls R404.1.1, R404.1.2) Depth below (outside) grade =12" minimum; Al*� but below frost. line except for frost protected SDC D provisions (R404.1.4) .footings, (R403.1.4, R403.1.4.1 and Mazlmum wall height (Tables R404.1(1) - R403.1.4.2) R404,1(3) and Tables R404.1.1(1) - R404.1,1(5)] -4- TABLE R403.1 iwmlmum vvru i rl Ut- GUNGRETE OR MASONRY FOOT' _ LOAD -BEARING VALUE 0 1,500 2,000 i,u00 ""='' incnes - ;IL (per >_ 4 000 conventional It ht-fraiue construction 12 12 12 12 1-story 2-stor 15 12 12 12 3-stor 23 17 12 12 4-inch brick. veneer over light frame or 8-inch hallow concrete masonr 1-story 12 12 12 12 2-story 21 16 12 12 _ 3-stor 32 24 16 12 B.Inch solid or full qrouted masonrV 11-sfc)r� 16 12 i 12 12 2-stor 29 21 14 12 3-story 42 32 21 16 For 51: 1 inch = 25.4 mm, 1 pound per square fool = 0A479 kPa ��!h-m rn! Innum.-fnolian juidlhi- 12 Inches single "the of solid or fully grouted 12-inch nominal concrete masonry units is permilled. COLUMNS R407 ---- FOUNDATION WALLS (cont'd.) ( j� Maximum unbalanced fill height (Tables Protection from decay or corrosion (R407.1 and R404.1(1) - R404.1(3) and Tables R404.1.1(1) - R407.2) R404.1.1(5)] Structural requirements (R407.3) Minimum nominal. wall thickness [Tables Anchorage (R407.3) R404.1(1) - R404.1(3) and Tables R404.1.1(1� R404.1.1(5)] P Wood columns (minimum 4" square) (R407.3) Reinforcement size and spacing (Tables Steel columns (minimum 3" diameter, standard R404.1.1(2) - R404.1.1(5)] weight) (R407.3) Height above finished grade (R404.1.6) UNDER -FLOOR SPACE (R408) R404.3 4 8.2 SIII plate size ( ) Ventilation (R408.1 and R 0 J Insulating concrete forms (ICF) (R404.4) Unvented crawl space (R408.3) Drains required if habitable or usable spaces Access (R408.4) are below grade (R405) Soil class (Table R405.1) Removal of debris (R408.5) Finished grade (R408.6) Dampproofing if basements are below grade* (6406.1) Flood resistance (R408.7) Waterproofing if high water table* (R406.2) If uninhabitable, see under-fibor space (R408) FLOORS (Chapter 5) WOOD JOISTS AND GIRDERS (11502) —Dearing (1:5v minimum U il masonry or concrete) and lapped joists (Y) Species and grade (R502.1) (R502.6, R502.6.1) Joists — Sleepingg areas, LL = 30 psf _ Lateral restraint and bridging (R502.7, [Table R502.3.1(1)] R502.7.1) Joists — Nonsleeping areas, LL = 40 psf Drilling and notching (R502.8) [Table R502.3.1(2)] A141-1 / k, Cantilevered joists (Tables R502.3.3(i) and __ Fastening (R502.9) R502.3.3(2)] Framing of openings (R502.10) Girder spans and header sppans for exterior Wood trusses (R502.11) bearing walls (Table R502.5(1)J — Girder spans and header sppans for interior — Draftstopping (R502.12) bearing walls [Table R502.5(2)] Joists under bearing partitions (R502.4) -5- LUMBER FLOOR SHEATHING (R503.1) STEEL FLOOR FRAMING (R505) Allowable span (7 R503.1) End joints (R503.1.1) WOOD STRUCTURAL PANEL SHEATHING (R503.2) f Material (R505.2.1) Identification (R505.2.2) Corrosion protection (R505.2.3) Grade (R503.2.1) ..Thickness (R503.2.1) % Allowable spans (Tables R503.2.1.1(1) and R503.2.1.1(2)] Installation [Table 602.3(1)] PARTICLEBOARD UNDERLAYMENT (R503.3) G ra de (R503.3.1) Thickness (R503.3.2) TREATED -WOOD FLOORS (ON GROUND) (R504) Base course: 4" thick with maximum 114" / gravel or'/2` crushed stone (R504.2.1) Moisture barrier: placed over base course (R504.2.2) Materials (R504.3) Cold-f' d steel; applicability limits; in -line framing ; • .X5.1) Structural framing (R505.2) Fastening (R505.2.4) Floor construction (R505.3) C?NC TE FLOORS (ON GROUND) (R506) jj,,// Thickness: 31/2" minimum; Concrete strength -,,-(R506.1) fill = B"; maximum sand or gravel fill = 24" �R506.2.1) Base course: 4" graded with 2" maximum �ggregate (R506.2.2) L/ Vapor retarder (R506.2.3) WALL CONSTRUCTION (Chapter 6) GENERAL R601) L" esign (R601.2) C� Comp onent and cladding wind loads [Table 01.2(2)] `_, Windows in windborne debris regions (R301.2.1.2) WOOD CONSTRUCTION (R602) Construction (Figures R602.3(1) and R602.3(2)] --- -- - jti Exterior walls (R602.3) Stud spacing (R602.3.1) /" j(Ivd Interior load -bearing walls (R602.4) � Fireblocking (R602.8) Cripple walls (R602.9) Wall bracing method (R602.10.1 and /R602.10.3) Wall bracing amount and location (Table %R602.10.1) Wall bracing length (R602.10.4) 0- SDC D (R602.10.9, R602.10.11 and R602.11) STEEL WALL FRAMING (R603) _.....--------------Generate-(R6D3-1- �aff f' Interior nonbearing walls: 2" x 3" at24" o.c. or 2" x 4" flat at 16" o.c. (R602.5) I '�f Drilling and notching — studs (R602.6) Drilling and notching —top plate (R602.6.1) i� Headers [Tables R502.5(1), R502.5(2), R602.7.2 and Figure R602.7.2] N Structural framing (R603.2) Material (R603.2.1) Identification (R603.2.2) Corrosion protection (R603.2.3) Fastening (R603.2.4) Wall construction (R603.3) Headers (R603.6) Structural sheathing (R603.7) SHEATHING (R604 and R605) Wood structural F` s (R604) �7. -Particleboard (R605) MASONRY CONSTRUCTION (R606 - R610) _ General design (R606) SDC C and D (R606.12) Unit masonry (R607) yt/- % Multiple wythe masonry (R608) i/ Grouted masonry (R609) N(r Glass unit masonry (R610) INSULATING CONCRETE FORM WALL CONSTRUCTIOt 11) General'design (R611.1 and R611.2) f Type of ICF wall design (R611.3 - R611.5) Construction requirements (R611.7 - R611.9) CONVENTIONAL CONCRETE WALL CONSTRUCTION 1 612) �~ a!+ ❑esign basis (R612.1) WINDOWS & DOORS (R613) General; window sills; performance; testing and labeling (R613.1- R613.4) WALL COVERING (Chapter,.7) WALL COVERING (R702) �`' Wood shakes and shingles (R703.5) ' ( Plaster material (R702.2) f` laster support (R702.2.1) ypsum board material (R702.3.1) Gypsum board support, application and fas- tenmg .(R702.3.2 - R702.3.8) Ceramic tile (R702.4) Other finishes (R702.5 and R702.6) EXTERIOR WALL COVERING (R703) Water -resistive barrier (R703.2) Wood siding (R703.3) Attachment and minimum thickness (Table R703.4) . ------------------- �' Stone & masonry veneer (R703.7 & Figure `T- R703.7); Steel angle lintels-4" minimum bear- ing each end (R703.7.3) Veneer ties: #9 U.S, gage wire or #22 U.S, gage by'la" corrugated metal; 24" o.c. maxi: mum 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 R703.6) Exterior insulation finish systems (R703.9) Fiber cement siding (R703.10) ROOF -CEILING CONSTRUCTION, (Chapter 8) GENERAL (R801) Design (RBDi.Z and R801.3) Component and cladding wind loads [Table R301.2(2)] ROOF FRAMING (R802) Fire -retardant -treated wood (R802.1, t'1 %L'( Lateral support and bridging (R802.6) i d' Framing of openings (R802.9) Wood trusses (R802. L-6.. --I Rooftie-down (R802.' 2.'I CEILING JOISTS [Tables 13802.4(1), R802.4(2)] --- ---- Wit ou a is sttrrage; EL 100 Framing details (R802.'a.. I With attic storage LL = 20psf IV 64- Rafter tie (4' o.c.) (R802.3.1) Spacing Collar ties (4' o.c., in upper third of attic) u r Species (R602.3.1) Grade IVr4� Purlins (2" X 4" at 4' o.c. minimum) . i�0.�_� _ Span (Figure ppx..�3-� Size Bearing (R802.- Cutting and notching (R802 Engineered wood products (R802.1. b .� -7- RAFTERS [Tables R802.5., R802.5.1(8)1 Ground snow load/LL = 20psf Controlling design (LL or snow) Ceiling attached/ceiling not attached Spacing 9J Species 1� Gra de Span Size H,/HR; Adjustment factor STEEL ROOF FR , G (R804) General (R804.1) Structural.fraMing (R804.2) Material (R804.2.1) r dentification (R804.2.2) /L7/. / Corrosion protection (R804.2.3) Fastening (R804.2.4) Roof construction (R804.3) Roof tie -down (R804.4) ROOF VENTILATION (R806) Ventilation requirements (R606.1,.R806.Z �� G de - ' Thickness ATTIC AC S (R807) Access requirements (807,1) �,'� TW allowable stresses/grading ' Allowable spans (Table R503.2.1.1(1J1 80l. .2 INSULATION CLEARANCE (R808) Installation (R803.2.3) Insulation requirements (R806.3, R808.1) ROOF ASSEMBLIES (Chapter 9) ROOF CL SIFICATION (R902) Roof covering materials (R902.1) WEATHER PROTECTION (R903) Flashing (R903.2) Coping (R903.3) Roof drainage (R903.4) MATERIALS 4R904) Compatibility; specifications; physical chacacterisfics�_tdentification_(R904.2 -__ _.._. _.._._.. R904.4) REQUIREMENTS FOR ROOF COVERINGS (R905) Asphalt shingles (R905.2) Clay and concrete the (R905.3) f� f Metal roof shingles (R905.4) Mineral -surfaced roll roofing (R905.5) Slate and slate -type shingles (R905.6) Wood shingles (R905.7) yk-I ;`A Woad shakes (R905.8) ���L It -up roofs (R905.9) Metal roof panels (R905.10) /1," 0 Modified bitumen roofing (R905.11) I/z-4 Thermoset single -ply roofing (R905.1 Z) Thermoplastic single -ply roofing (R905.13) w Sprayed polyurethane foam rooting (R905.14) Liquid -applied coatings (R905.15) R„OO�F I. LATION (R906) " ' General (R906.1) REROOFING (R907) Materials and methods (R907.f) I Structural support (R907.2) Recover vs replace (R907,3) -8- MASONRY FIREPLACES (131, Construction (Figure R100i.1 and Table R1001.1) SDC D reinforcing/anchorage (R1001.3 and Spark arra, (R1003.9.1) Wall thickness; >_ 4" (R1003.10) Flue lining - materiallinstall ation (R1003.11 and R1003.12) R1001.4) j Multiple flues (R1003.13) Firebox walls and dimensions (R1001,5 and Flue area (appliance) (R1003.14) R1001.6) (masonry ace R1003.15) Flue area ( Y fireplace) P ) ( Steelfireplace units (R1001.5,1) Inlet (R1003.16) % Lintel (noncombustible) (R1001.7) Cleanout opening (R1003.17) G Hearth extension material (R1001.9) Chimney clearance (R1003.18) Hearth extension (R1001.10) Fireblocking (R1003.19) Fireplace clearance (R1001.11) chimney crickets (R1003.20) _ Mantel and trim (Rf001.11) Fireblocking (R1001.12) MASONRY CHIMNEYS (R1003) Construction (Table R1001.1, R1003.2, R1003.3, and Figure R1001.1) Corbeling (R1003.5) Changes in dimension (R1003.6) Additional load (R1003.8) Termination (R1003.9) FACTORY -BUILT FIREPLACES (R1004) Labeled and listed (R1004.1) b�i Installation (R1004.2) FACTORY -BUILT CHIMNEYS (R1005) �/V Listed and labeled (R1005.1) f ' Installation (R1005.3 and R1005.4) EXTERIOR AIR SUPPLY (R1006) / `�1_ intake size (Rf006.2) ENERGY EFFICIENCY* (Chapter 11) Building envelope (N1102) C/ Compliance; material and equipment — (N1101.2, N1101.3)_ Mechanical systems (N1103) t/ Climate zone (Table N1101.2) 'See energy conservation plan review record — MECHANICAL (Chapters 12.23) / n) / Appliance labeling (M1302, M1303) 1'� f f Appliance access (M1305, M1401) �� i AA pliance installation (M1307) r/ Heating and cooling equipment; heating and cooling load calculations (Chapter 14) ZExhaust systems (Chapter 15) Duct systems (Chapter 16) LhI-71Combustion air (Chapter 17) N 11f% Chimney and vent location and terminations (Chapter 10 and Chapter 18) j/ % pecial fuel -burning equipment (Chapter 19) Boilers/water heaters (Chapter20) A., Hydronic piping (Chapter 21) Special piping and storage systems (Chapter �---- 22) Solar systems (Chapter23) Penelrations of fire -resistance rated assem- blies (R3f7.3) in Application (G2 -' ') General regulatiu,rzi IG2404) Pipe ;l (G2413) Piping materials (G2414) Appliance location (G2406) Air requirements (G2407) �! -Installation (G2408) . Clearances (G2409) Electrical and electrical bonding (G2410, G2411) Water service location and depth (P2603, Sanitary and storm sewer location and depth (P2603, P2604) Piping support (Table P2605,1) Listed plastic materials (P2608) Plumbing fixtures (Chapter 27) Water heater size and location (Chapter 28) Piping installation (G2415 and G2419) /44W Piping support (G2418 and G2424) Valves, controls, connections (G2420, G2421 and G2422) Venting (G2425 - G2428) Misc appliances (G2423, G2429 - G2453) Drain, waste and vent pipe sizing and riser di- agram (P3004, P3005, Chapter 31) /4 Sumps and ejectors (P3007) / a_ Backwater valves (P3008) Fixture traps (P3201) N i - Penetrations of fire resistance rated assem- blies (R317.3) ELECTRICAL (Chapters 33-42) Penetrations of fire -resistance rated assem- Feeder requirements and load calculations blies (E3302.2) (E3604) Listed and labeled materials (E3303) X-i-I Wring methods (Chapter37) Service equipment and location (E3501, ZRequired lighting and receptacle outlets 3506) (E3801, E3603) 6, Service size and load calculations E3502) PI Devices and lighting fixtures (Chapter 39) Available fault current (E3506) i W Appliance installation (Chapter40) System grounding (E3507), IVI Swimming pools (Chapter 41) --�— - Lam'_—Class2remote control sionalin power -lim- ited circuits (Chapter 42) MANUFACTURED HOUSING USED AS DWELLINGS (Appendix E) `� ®r Provisions adopted (R102.5) " Compliance with Appendix E verified RADON CONTROL MEASURES (Appendix F) Provisions adopted (R102.5)� Compliance with Appendix F verified -10- Provisions adoptrJ '•; l02.5J Comp., ? with Appendix G verified PATIO COVERS (Appendix H) Provisio adopted (Ri02.5) Compliance with Appendi i verified PRIVATE SEWAGE DISPOSAL (A ndi t P/Ovisi,n/adopted'(f 0 .5J C iance w* Appe ix eri led G BUILDINGS AND STRLkTURES'(A�pendix J) ff sion 5) rnmnliance with Appendix J verified --.— SOUND TRANSMISSION (Appendix K) Provisions. adopted (R102.5) Compliance with Appendix K verified NOTES 1 r' St: ijucie County Building &a Zoning 2300 Virginia Ave Fort Pierce, FL 34982 BUILDING PERMIT SUB -CONTRACTOR SUMMARY Wynne Building Corporation will be using the following sub -contractors for*the (Company/Individual Name) project located at QC&, g& was (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 Lind uist . Plumbing & Supply Co. 19150 CFC057672 HVAC/ Comfort Control of St. Lucie 8288 Mechanical ' CACO24379 Roofing Treasure Coast Roofing & - 2(,6n7 Waterproofina, LLC CCC1329592 Gas PERMIT ISSUE DATE: NUMBER: tI b1'' r`y)e) PLANNING & DEVELOPMENT SERVICES DEPARTMENT II` i_-� z. i , BUII,DING & CODE REGULATIONS DIVISION BUILDING PERMIT. L` L L'< SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number (Ifapplicable): have agreed to be the (Company Name/Individual Name) l-1, / r, 7`1--,- 6 sub -contractor for (Type of Trade) for the project located at� �\\ (Project Streef Address or Property Tax ID t ) V 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 personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) SIGNATU,2E PRINT NAME DATE Business Name: Address: 5 6 / 6t,l. G �s /Cy rf, City/State/Zip: F/ i nrz! e F L Phone: % % 2 -26/- 7 ,T/ email: OFFICE USE ONLY: PERMIT # ISSUE DATE ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT ORI�P BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 19150 State 6f Florida Certification Number (If applicable): C F C 0 5 7 6 7 2 Lindquist Plumbing & Supply Co. have agreed to be the (Company Name/Individual Name) Plumbing sub-contractorfor Wynne Development Corp. (Type of Trade) (Primary Contractor) for the project located at (Project Street Address or Property TaxlD #) 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 personally filing a Change of Contractor notice. (Form: SLCCDV No_ 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED Robert A. Case GNATURE PRINT NAME Business Name: Lindquist Plumbing & Supply Co. Address: 3231 Oleander Ave. City/State/Zip: Fort Pierce, FL 34982 Phone: 7 7 2 —4 61-19 6 9 email: OFFICE USE 'ONLY: PERMIT # ISSUE DATE -A l M DATE ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT �OR10 BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: g 2 R g State of Florida Certification Number (if applicable): C A (' 0 7 4 3 7 9 Comfort Control of St_ Lucie County. Inc. have agreed to be the (Company Name/Individual Name) air conditioning sub -contractor for Wynne Development Corp. (Type of Trade) (Primary Contractor) for the project located at It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES Al2E REQUIRED Barry Zimmerman '"l SIG ; PRINT NAME DATE TBusiness ame: Comfort Control of St. Lucie County, Inc. Address: 1 501 Ri l trtore Street City/State/Zip: part S_ T. i_ i P, FT. - Phone: (7 7 2) 7 8 9— 9 01 0 email: OFFICE USE ONLY: PERMIT # ISSUE DATE G ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT F�OR1�P BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 26607 State of Florida Certification Number (If applicable): CCC 1 3 2 9 5 9 2 Traasure Coast Roofing & Waterproof inq,LLChave agreed to be the (Company Name/Individual Name) Roof; ncr sub -contractor for Wynne Buildinq Corp. (Type of Trade) (Primary Contractor) for the project located at \� ��@ � ��� (Project Street Address or Property Ta D #) 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 personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED lz—, Andrew Kriska --C� IGNATURE PRINT NAME DA E Business Name: Treasure Coast Roofing & Waterproofing, LLC Address: City/State/Zip: Phone: off FFAFA�, 1 OFFICE USE ONLY: PERMIT # ISSUE DATE ST. LUCIE COUNTY BUILDING & ZONING 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 772-462-1553 FILLED LANDS AFFIDAVIT I, the undersigned, am the owner of the following described property:\/A C,CL`\z qz\�\-ct� #13n1-111-nnnl—nnn-s; Pact ? of SPni-inn 1 tnwnshii 34G Range 39E, (Tax ID/Legal description/Address)lying N&W of Turnpike Feeder Rd for which I have applied to St. Lucie County for a Final Development Permit. In accepting this Final Development Permit, BP Number , I acknowledge that as owner of the above described property, and in accordance with Section 7.04.01(D), St. Lucie County Land Development Code, I shall be responsible for assuring adequate drainage so that the immediate community WILL NOT be adversely affected. I further acknowledge that in granting this permit for the development of this property, St: Lucie County, is neither obliged nor liable to provide'for, or maintain in any form, adequate drainage off my property which will not adversely affect the immediate community. Matthew Lyle Wynne 1, Property Owner Name Property`Owrier Signature Date STATE OF FLORIDA, COUNTY OF 9 t _ i e ACKNOWLEDGED BEFORE ME THIS'') l DAY OF ) 20L, By _'��y `�' • W Y�iLQ WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED r AS IDENTIFICATION. 20C�61'fe_ all- SIGNATURE OF NOT ARY TYPE OR PRINT NAME OF NOTARY (SEAL) NOTARY PUBLIC TITLE COMMISSION NUMBER NOTARY PUBLIC -STATE OF FLORIDA Rochelle A. Duryea Commission #DD870198 Expires: APR. 04, 2013 Tf9NlI A'IaRl, ATLANTIC BONDING CO, INC. Property Appraiser - St.Lu cie C'^ �tty, FL r � v- Page 1 of 1 Wynne Building Corp Record: 1 of 5 Property Identification Site Address: 14 LA VILLA WAY B Sec/Town/Range: 01 :34S :39E Map ID: 13/01N Zoning: PUD Ownership and Mailing Owner: Wynne Building Corp Address: 12804 SW 122nd Ave Miami FL 33186-6203 Sales Information Date Price Code Deed 1/1/1980 950000 00 CV 11/1/1978 390000 00 CV PROPERTY RECORD CARD —Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print ParcellD: 1301-111-0001-000-5 Account #: 317 Land Use: PRKG/MOBILE City/Cnty: St Lucie County j ' 7 \ Legal Description 1 34 39 E 1/2-LESS AS IN ORS 2639-2,263: 2652-2429: 2664-2695: 2678-378,381: 2688-516: 2701-276: 302 More... Assessment 2010 Final Total Land and Building Book/Page 2010 Final: 28724700 Land Value: 9577500 Acres: 318.48 0324 / 2491 Assessed: 28724700 Building Value: 19147200 0307 / 1544 Ag.Credit: 0 Finished Area: 21783 SgFt Exempt: Taxable: Taxes: 597019.9 BUILDING INFORMATION Exterior Features View: RoofCover: - RoofStruct: ExtType: MHPK - MH Parks YearBlt: 1982 Frame: Grade: C - C EftYrBlt: 1982 PrimeWall: StoryHght: 0010 - 1 Story No.Units: 1267 SecWall: Interior Features Bed Rooms: 1267 Electric: - PrmintWall: - FullBath: 0 HeatType: AvgHUFI: 1/213ath: 0 HeatFuel: - Prm.Flors: - %A/C: 0 %Heated: 0 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBlt. No. Land Use Type Measure Depth CNC2 - CONCRETE LOW Y 1 7200 AV AV 1982 1 2800-PRKG/MOBILE 176 -Site 1267 CNC2 - CONCRETE LOW Y 1 5952 AV AV 1982 FEN1 - CHAINLINK 10 Y 1 200 AV AV 1982 FEN4 - CHAINLINK 4' Y 1 160 AV AV 1982 FEN6 - CHAINLINK 6' Y 1 665 AV AV 1982 ASP1 - ASP1 HIGH Y 1 199380 AV AV 1982 CSAV - COM POOL AVG Y 1 2720 AV AV 1982 PA01 - POOL DK-AVG Y 1 6304 AV AV 1982 CURB - CEMENT CURB Y 1 695 AV AV 1982 ASP1 - ASP1 HIGH Y 1 360000 AV AV 1982 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED http://www.paslc.org/pre.asp?prelid=130111100010005 7/18/2011 88 tit LL -LI � q rm 6 R] nm a -n 0 3 ru AN 0) cC9 fN N � rrN,, 6 sy N fl - W M\ F-' Professional 1A,%ulators of South Korida FTC xxisulation 10001111tion COrtifiicatc To- St. Lucie Couwly Date: Decexx7�Per 27, 2011 Re: 1.1070002 LoOlock: Address: 129 Calle De Lagos os Pro ed- The undersi noel berebl certifies that insulation has been insfnlled in the Above describa+prVerty A follows: I. Exterior CBS walls have been insulated with: gray -on CellulbAQ Thickness hi inches: i1,,crglRss DlRnkets Manufacturer: .__. V1 Foil W,d; Wool Blankets Density: X AlranainjAm Foil ��Valuc: RAI oaxrd t'4II,ystyrene tea 9ter Exterior (frame walls) hAve been insulated With: �c,%y,on Cellulose Thickness in inches. Matnufacturer; Densi , : FI'.rerginR9 Blankets Ri ck Wool Rla11lcets ,pal txininum Xi oil It -Value! poly urethane OA+ar 2. Collings (rear arch) have been insulated with- $ray -on Cellulose Thickness in Inches: I+il'Ierglas'l RlRTIkets c1c Wool AblOcts Manufacturer: Owens Curaing DQngl#y: X R)erglass Blown oral=te; R-30 Cellulose Loose Fill Of1her Coil1ng Vaulted/Cathedra]) insulated With: 1~'il►erglass Blankets Thickness in imcbgs: IRIOrglAss Loose Fill 1VXArlxxiacturex: ,w R:.ok Wool Dians9ty: X FDoerglass Blown R-Value: cellulose Loose Fill tyrNor 3. Yrterior kneewalls have been insuated with: FilLer leas 131a�xxkets Thickness in inelxca: Rack Wool 1Vls tttlls,al;gxQrC ]'a. lyurethane Density: Spray -on Cellulose R�VRlxsca: 01 her 4. Gaxage partition walls of AIC living area have been insulated with: Rvtk Wool glankets Thickness in inches: Ib mlam Blankef3 Matnuifateturer; Fiberteell S rny�on Cellulose Dexxsity; 1'a IyuretlxRtxc R-Valuel R-11 ©: her S. The following have beext insulaxtodx CE(A.254039 con'Okency # W nno Building Care RroiFd5siOnal 112sulaa ors of soutb Flu�rida& xatc �. —_-.... Goneiral Contract/Builder � Jp9ulatj,!m Contractor �', JAN 0 9 2012 ,:e. . rt Professional Insulators of South Florida FTC Insulation Installation Certificate To: L129 cie Count Date: December 27, 2011 Re: 002 Lot/Block: Address: alle De La os Project: The undersigned herehv certifies that insulatinn has heen installed in the ahnve dPserihad nrnnarty ne fnnnwe• 1. Exterior CBS walls have been insulated with: Spray -on Cellulose Thickness in inches: Fiberglass Blankets lAluminum Manufacturer: Fi Foil Rock Wool Blankets Density: X Foil R-Value: R-4.1 Rigid Board Polystyrene Other Exterior (frame walls) have been insulated with: Spray -on Cellulose Thickness in inches: JFiberglass Blankets Manufacturer: JRock Wool Blankets Density: lAluminum,Foil R-Value: Polyurethane Other 2. Ceilings (rear porch) have been insulated with: Spray -on Cellulose Thickness in inches: 10.2511 JFiberglass Blankets Manufacturer: Owens Corning Rock Wool Blankets Density: X Fiberglass Blown R-Value: R-30 Cellulose Loose Fill Other Ceilings (Vaulted/Cathedral) insulated with: - Fiberglass. Blankets Thickness in inches: - - Filerglass Loose Fill Manufacturer: - Rock Wool . . Density: X Fiberglass Blown R-Value: Cellulose Loose Fill ' Other 3. Interior kneewalls have been insulated with: JFiberglass Blankets Thickness in inches: JRock Wool Manufacturer: R E Q E 9,v i ' ` Polyurethane Density: 10ther Spray -on Cellulose R-Value: JAN 18 2U12 4.. Garage partition walls of A/C living area have Public been insulated with: Rock Wool Blankets Thickness in inches: 3 1/2" X Fiberglass Blankets Manufacturer: Fibertech Spray -on Cellulose Density: Polyurethane R-Value: - ._ . R-11 Other 5. The following have been insulated: " ` - CBC1254039 ..... __.. _....; Com p etenc _ Wynne Building Corp- - ProfessionaI.Insulators'of South FI rida_,.Inc..__ ;. General Contract/Builder Insulation Contractor conTinenTi.d ontinental Florida Materials Inc. 1727269 r'3450 W. Sunrise Blvd., Suite 430 I � Sunrise, FL 33323 Tel: (954) 858-0780 H E I D E L B E RG C E M E N T G CAUTION! I Freshly mixed cement, mortar, UNLOADING Drivers are prohibited ro u p concrete or grout may cause skin injury. Avoid from delivering concrete except under the contact with eyes where possible and wash truck's own power, and where site conditions exposed skin areas promptly with water. If any permit the safe and proper operation of his i,. L �4 iiSS CIS !! U' itJl NNNYUUUt144 OO�U91'ttiii999 CCU;000 cement mixtures get into eyes, rinse immediately equipment. Drivers are not permitted to and repeatedly with water and get prompt medical add water to the mix nor to go beyond the 0-- 7 1 j O 7 p O 0 "Z treatment. Sawing, or grinding of concrete curb line, except upon the authorization of i` k�f I �(f t c f� f-•tiJ�'�f G• I l 1 l I masonry units may result in the release of dust the Purchaser/Purchaser's Agent and his •{ •+ f I� particles which, without the use of proper eye or acceptance of risk for any loss or damage. SLL II,i I r Rj3}_)pj ^ J respiratory protection, could cause eye or nose 1 acknowledge that 1 have received and 1L r / irritation. The Material Safety Data Sheets for accepted the materials listed on this ticket. the products sold by Continental Florida I understand and agree to the terms on Curb line crossed at Purchaser/Purchaser's Agent request. Initials of Purchaser/Purchaser's Materials Inc. are available upon request. both the front and back of this ticket. Agent TOTAL WATER Initials of Purchaser/Purchaser's Agent acknowledging addition of water at Purchaser/Purchaser's YARDS ON TRUCK/GALS OF WATER ADDED ADDED Agent request. 'URCHASER/PURCHASER S AGENT P.O. NUMBER/ ORDERED BY c' _ r r-3' SOLD TO QUANTITY QUANTITY QUANTITY PRODUCT THIS LOAD ORDERED DELIVERED CODE Truck # Plant # Slump Due at Job ZONE 10 9 8 7 6 5 4 3 S 1 PURCHASER S AGENT JOB NUMBER I TIMETICKEfED DELIVER TO 1.29 CI-al_.L.L_ PRODUCT DESCRIPTION DATE I TICKET )% Concrete Disposal: UNIT OF MEASURE DEC 14 2 11 s Public Wor <s Use of Concrete St. Lucie County, FL I ❑ CaIciumf'!r Air Entrain Super Plas. Drivers Name CONCRETE TESTED 9'ulsti 4 EI'l: "11 :t i.) yds UNIT EXTENDED PRICE PRICE n ■ 'A t�� f SUBTOTAL TAX TOTAL Delivery Instructions LtF,,I r.•i,,l,,•yP lit• 1•tr"P=,s'r;r (:IICT(1NAFR 1,. WAEiRANTY: The materials sold by Conlin=Iorida Materials Inc. (hereinafter "Continental'•) are wal-_.-__ :or 1 year from the date of delivery to be free from defects in material. This warranty is exclusive and is in lieu of all other warranties (whether written, oral or implied), including any Warr@nty or merchantability or fitness for any particular purpose. Continental's liability under any circumstances will not be greater than the purchase price of the materials supplied, the purchaser must examine the material upon delivery and before installation to discover any defects, latent or otherwise, and Continental will not be liable for and other damages including, but not limited to incidental, indirect, consequential, special or delay damages, loss of profits, or any other damages arising out of the breach of any obligations under this agreement. Purchaser further agrees that no claims may be filed under this warranty unless and until any indebtedness to Continental is paid in full. 2. EXCLUSIVE REMEDY: Purchaser further agrees that its exclusive remedy against Continental in the event the goods, materials .or services supplied by Continental are alleged to be defective and?or are alleged to have caused purchaser to suffer personal injury, loss of life, property, damage or economic losses as a result of breach by Continental of any and all of the foregoing express or implied warranties, or as a result of any negligence, strict liability, or other tortious conduct or statutory violation by Continental, shall be limited to, and shall not exceed the purchase price of the goods, materials, or services purchased from Continental by purchaser and purchaser agrees that Continental shall not be liable to purchaser for any other damages including, but not limited to, lost profits, lost wages, indirect, incidental, consequential, compensatory, special, delay, punitive or any other damages, including damages for pain and suffering, mental disease, medical or funeral expenses, any other similar damages, or any attorney fees or costs incurred by the purchaser in connection with pursuing any claim, demand or cause of action against Continental for breach of any obligations under this agreement, breach of the express or implied warranties delineated. above, negligence, strict liability or other tortious conduct committed by Continental in connection with its sale to the purchaser's use of goods, materials or services sold by Continental. 3. DUE DATE: Payment for all credit sales is due by the IOth of the month following the purchase date. The Purchaser agrees that all past due accounts will accrue interest at 1.5% per month. 4. COLLECTION COSTS: Purchaser agrees to pay attorneys' fees and costs of collection incurred by Continental prior to judgment, in obtaining judgment, or appeal, for bankruptcy and for post -judgment collection procedures. Venue of any action between the Purchaser and Continental shall be Broward County, Florida. 5, MIX CODE/LOCATIONS: The purchaser agrees to order the mix needed by product code and accepts full responsibility to determine the location for the readymix concrete. 6. DELIVERY SITE COfV.D...ITIONS: Continental reserves the right to determine whether the site; for delivery requested by the Purchaser is suitable for such delivery and Continental may refuse to deliver to a site if Continental is of the opinion that delivery would be unsuitable or unsafe, The Purchaser shall be responsible for all costs and damages incurred where adequate access for delivery cannot be obtained. 7. UNATTENDED DELIVERY SITE: Where delivery of products is to be to an unattended site. Continental will not be liable for any loss or damage to products, property or for unsigned delivery tickets. 8. DELAYS: Continental shall not be liable for any delay in delivery or non -delivery resulting from any cause beyond its control including but not limited to plant and delivery equipment breakdowns, industrial stoppages or shortages of raw materials. If Continental is unable to complete delivery, of any part of an order, the Purchaser shall accept such part of the order as Continental is able to deliver and the Purchaser shall pay for the part delivered pro rata at the same rates as the whole of the order agreed to be sold and the same terms of payment. 9. CU&NT IES: This type and quantity of products delivered and detailed on the delivery ticket must be checked by the buyer at the time of delivery for compliance with the Purchaser's order. Variations between actual quantities delivered and those shown on the delivery ticket must be noted on all copies of the delivery ticket signed by the Purchaser. Invoice charges will be based on the quantities of products shown to be supplied as per the delivery ticket. Any claim for alleged short delivery of products must be made in writing within seven (7) days of delivery: otherwise it will be accepted by Purchaser and in the absence of any claim the Purchaser shall be liable to pay for the full quantity of products listed on the Continental delivery ticket. 10.MINIMUM_LOAD CHARGE: All prices quoted are based on loads of not less than five yards. There will be a short load charge on each delivery, less than five yards. One call back without charge will be allowed on pours exceeding ten yards. 11.WAITING TIME: A maximum of sixty minutes per 10 yard load will be allowed at no charge. After sixty minutes there will be a charge of $1.50 per min. 12.ENVIRONMENTAL CHARGE: A $5.00 per load environmental charge will be assessed. 13.SPECIFICATION: Unless specially ordered. Continental concrete is manufactured according to the provisions of ASTM C-94. Specifications for Ready Mixed Concrete, and block is manufactured according to the provisions of ASTM C-90, Specifications for Concrete Masonry. Continental is not responsible for concrete to which the Purchaser (without the approval of an authorized agent of Continental) has added or requested Continental to add any water, admixture or additive or where the Purchaser has mishandled the concrete after delivery. 14.TECHNICALASSISTANCE: Continental accepts no responsibility for claims arising from technical advice or assistance provided to the Purchaser. Advice and assistance provided by Continental is for Purchasers guidance only and Purchaser agrees to rely solely on its own architects, engineers or other technical experts. 15.SAFETY DATA: The Material Safety Data Sheets for the products sold lay Continental are available upon request. 16.MODIFICATION OF TERMS: No employee or agent of Continental has the authority, in the absence of an express writing, to make any statement, including restricting or modifying or otherwise concerning the existence or effect of any of these terms and conditions or of any warranty or guarantee and no such employee or agent making any such statements shall be acting on behalf of or with the consent or agreement of Continental. These conditions may only be altered or varied to writing signed by an Officer of the Company and no other employee nor any other person has authority to alter or vary any or all of these terms and conditions. Some of Continental Divisions' terms may vary due to industry standards but all changes must be approved by an Officer of the Company. 17.TERMS: The Purchaser as indicated in this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation expires. These terms contained herein supersede any and all terms previously given to Purchaser that conflict with the terms herein. If, at the request of the Purchaser, Continental Florida Materials Inc. enters into a written agreement or purchase order with the Purchaser to furnish materials to or on behalf of the Purchaser for a specific project or job, all of the terms set forth herein shall be deemed to be a part of and incorporated by reference into such written agreement or purchase order notwithstanding any term or provision in the written contract or purchase order to the contrary and, if there is a conflict with terms and/or provisions of the written contract or purchase order, the terms herein shall prevail and be determinative. 6-DEC-2011 04:51 FROM:SOUTH C^l�1!97 7723446042 -T! 4626443 P.1/1 SL. 7 r err ciM +r P�BTi• ��' % IfG�G G f� r-Nww %A Mfw01, W%ftir rw� h �ir■w rh � l'� N�w�1M■! �I �M►���I► � W T"SAMmob, -I ?L.l J 4 RP i�•(r! opliphow i F -•` � � 1r►r�1111�1�11� Z146e S ��° 2011 conTmEnT Continental Florida Materials Inc, �--� 13450 W. Sunrise Blvd., Suite 430 Sunrise, FL 33323 ■ Tel: (954) 858-0780 BERGICIN EMENTGroup HEIR EL1111110 CAUTIONH Freshly mixed cement, mortar, UNLOADING Drivers are prohibited concrete or grout may cause skin injury. Avoid from delivering concrete except under the I Null 11111 111111111 contact with eyes where possible and wash truck's own power, and where site conditions exposed skin areas promptly with water. If any permit the safe and proper operation of his y„ 1 ?r 5 3 7 a 7 4± cement mixtures get into eyes, rinse immediately equipment. Drivers are not permitted to Pe �ai� / o 2 and repeatedly with water and get prompt medical add water to the mix nor to go beyond the R ,.• , Q - o a treatment. Sawing, or grinding of concrete curb line, except upon the authorization of FORT NF�GiCa. (B) C(ii'W(',R i L PLANT masonry units may result in the release of dust the Purchaser/Purchaser's Agent and his particles which, without the use of proper eye or acceptance of risk for any loss or damage. ,4!' 78 SELY S I Z 1`10WJ respiratory protection, could cause eye or nose I acknowledge that I have received and � _ a _ Tr— ti 36 irritation. The Material Safety Data Sheets for accepted the materials Ilsted on this ticket the products sold by Continental Florida I understand and agree to the terms on Curb line crossed at Purchaser/Purchaser's Agent request. Initials of Purchaser/Purchaser's Materials Inc. are available upon request. both the front and back of this ticket. Agent TOTAL WATER Initials of Purchaser/Purchaser's Agent acknowledging addition of water at Purchaser/Purchaser's YARDS ON TRUCK/GALS OF WATER ADDED ADDED Agent request. 10 9 8 7 6 B 4 3 PURCHASER/ PURCHASER'S AGENT 4— `' PURCHASERIPURCHASERSAGENT P.O. NUMBER/ORDERED BY ZONE JOB NUMBER TIMETICKEfED tt-835f6v9 .� SOLD TO DELIVER TO RIODNE: Y HALL S E1:9NC K— I C i -29 C (A-I_L NI I.AGkUb - F QUANTITY QUANTITY QUANTITY PRODUCT PRODUCT DESCRIPTION THIS LOAD ORDERED DELIVERED CODE 10 twf0 � J10, 00 � Ili). 00 ., �� �`,li�. � ��'il I�� I dt�� t �'��ti NS, PIllpl Truck # Plant # Slump Due at Job Use of Concrete Calcib'M40P Air Entrain Super Plas. Drivers Name ❑ CONCRETE TESTED Concrete Disposal: yds UNIT OF UNIT EXTENDED MEASURE PRICE PRICE ttt:4' OC 13 21 p q brie. St. 1-0 r SUET OTAL TAX TOTAL Delivery Instructions REL.EIPISF- � Lt'Y C: 'SAR -___ CUSTOMER I WARRANTY: The materials sold by CWtinental F Materials Inc. (herelrrafter "Continental") are warranted f Dar from the date of delivery to be free from detects in material. This warranty is exclusive and is in lieu i ither warranties (whother written, oral or implied), inciudir warranty or merchantability or fitness for any particular purpose. Continental's liability under any circumstances will not be greater than the purchase price of the materials supplied, the purchaser must examine the material upon delivery and before installation to discover, any defects, latent or otherwise, and Continental will not be liable for and other damages including, but not hmiied to incidental, indirect, consequential, special or delay damages, loss of profits, or any other damages arising out of the breach of any obligations under this agreement. eurchaser further agrees that no claims may be filed under this warranty Unless and until any indebtedness to Continental is paid in full. 2. EXCLUSIVE REMEDY: Purchaser further agrees that its exclusive remedy against Continental in the event the goods, materials or services supplied by Continental are alleged to.be defective and/or are alleged to have caused purchaser to suffer personal injury, loss of life, property, damage or economic losses as a result of breach by Continental of any and all of the foregoing express or implied warranties, or as a result of any negligence, strict liability, or other tortious conduct or statutory violation by Continental, shall be limited to, and shall not exceed the purchase price of the goods, materials' or services purchased, from Continental,by purchaser and purchaser agrees that Continental shall not be liable to purchaser for any other damages including, but not limited to, lost profits, lost wages, indirect, incidental, consequential, compensatory, special, delay, punitive or any other damages, including damages for pain and suffering, mental disease, medical or funeral expenses, any other similar damages, or any attorney fees or costs incurred by the purchaser in connection with pursuing any claim, demand or cause of action against Continental for breach of any obligations under this agreement, breach of the express or implied warranties delineated above, negligence, strict liability or other tortious conduct committed by Continental in connection with its sale to the purchasers use of goods, materials or services gold by Continental. 3. DUE DATE: Payment for all credit sales is due by the 1 Oth of the month following the Purchase date, The Purchaser agrees that all past due accounts will accrue interest at 1,.5% per month. 4, COLLECTION COSTS: Purchaser agrees to pay attorneys* fees and costs of collection incurred by Continental prior to judgment, in obtaining judgment, or appeal, for bankruptcy arid for post -judgment collection procedures. Venue of any action between the Purchaser and Continental shall be Broward County, Florida. 5. MIX -.q QE&QQa�Q a: The purchaser agrees to order the mix needed by product code and accepts full responsibility to determine the location for the readymix concrete. 6, DELIVERY-SiTECONDITIONS: Continental reserves the right to determine whether the site; for delivery requested by the Purchaser is suitable for such delivery and Continental may refuse to deliver to a site if Continental is of the opinion that delivery would be unsuitable or unsafe. The Purchaser shall be responsible for all costs and damages incurred where adequate access for delivery cannot be obtained. 7. UNATTENDED DELIVERY SITE Where delivery of products is to be to an unattended site. Continental will not be liable for any loss or damage to products, property or for unsigned delivery tickets. S. DELAYS: Continental shall not be liable for any delay in delivery or non -delivery resulting from any cause beyond its control including but not limited to plant and delivery equipment breakdowns, industrial stoppages or shortages of raw materials. If Continental is unable to complete delivery, of any part of an order, the Purchaser shall accept such part of the order as Continental is able to deliver and the Purchaser shall pay for the part delivered pro rata at the same rates as the whole of the order agreed to be sold and the same terms of payment. 9. for compliance jQUAI�IT..[Tl try with the U: This type and quantity of products delivered and detailed on the delivery ticket must be checked by the buyer at the time of delivery Purchaser's order. Variations between actual quantities delivered and those shown on the delivery ticket must be noted on all copies of the delivery ticket signed by the Purchaser. Invoice charges will be based on the quantities of products shown to be supplied as per the delivery ticket. Any claim for alleged short delivery of products must be made in writing within seven (7) days of delivery: otherw ' ise it will be accepted by Purchaser and in the absence of any claim the Purchaser shall be liable to pay for the full quantity of products listed on the Continental delivery ticket. 1 0.MINYMUM!QAQ-QH8BqE: All prices quoted are based on leads of not less than five yards. There will be a short load charge on each delivery, less than five yards. One call back without charge will be allowed on pours exceeding ton yards. 11I.WAITING_'[1ME: A maximum of sixty minutes per 10 yard load will be allowed at no charge. After sixty Minutes there will be a charge of $1.60 per min. 12.ENVIROUMENTAL CHARGE: A $5.00 per load environmental charge will be assessed. 13.aeEQ1EtQA![QN: Unless specially ordered, Continental concrete is manufactured according to the provisions of ASTM C-94. Specifications for Ready Mixed Concrete, and block is manufactured according to the provisions of ASTM C-90, Specifications for Concrete Masonry. Continental is not responsible for concrete to which the Purchaser (without the approval of an authorized agent of Continental) has added or requested Continental to add any water, admixture or additive or where the Purchaser has mishandled the concrete after delivery. 14JECHNICALASSI-SIA , —NCE: Continental accepts no responsibility for claims arising from technical advice or assistance provided to the Purchaser. Advice and assistance provided by Continental is for Purchasers guidance only and Purchaser agrees to rely solely on its own architects, engineers or other technical experts. 15,S8E T)L.DATA: The Material Safety Data Sheets for the products sold lay Continental are available upon request. 16.MODIFICATION OF TERMS: No employee or agent of Continental has the authority, in the absence of an express writing, to Make any statement, including restricting or modifying or otherwise concerning the existence or effect of any of these terms and conditions or of any warranty or guarantee and no such employee or agent making any such statements shall be acting on behaff of or with the consent or agreement of Continental. These conditions may only be alteredor varied to writing signed by an Officer of the Company and no other employee nor any other person has authority to alter or vary any or all of these terms and conditions. Some of Continental Divisions' terms may vary due to industry standards but all changes must be approved by an Officer of the Company. 17.TERMS: The Purchaser as indicated in this quotation, agrees to abide by these terms, regardless of any change in the legal status of Pu,.-haser, or until the term of this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or Until the term of this quotation expires. These terms contained herein supersede any and all terms previously given to Purchaser that conflict with the terms herein. If. at the request of the Purchaser, Continental Florida Materials Inc. enters into a written agreement or purchase order with the Purchaser to furnish materials to or on behalf of the Purchaser for a specific project or job, all of the terms set forth herein shall be deemed to be a part of and incorporated by reference, into such written agreement or purchase order notwithstanding any term or provision in the written contract or purchase order to the contrary and, if there is a benflict with terms and/or provisions of the written contract or purchase order, the terms herein shall prevail and be determinative. r/ CGn- Ti Continental Florida Materials Inc. I —1701940 13450 W. Sunrise'Blvd., Suite 430 Sunrise, FL 33323 Tel: (954) 858-0780 HEIDELBERGCEMENTGroup CAUTION!! Freshly mixed cement, mortar, UNLOADING Drivers are prohibited "%Ir , concrete or grout may cause skin injury. Avoid from delivering concrete except under the ff� f(I1.1�� llolljo I�Im [r �Ili r jIJ��[10 ' �,exposed contact with eyes where possible and wash skin areas promptly with water. If any truck's own power, and where site conditions permit the safe and proper operation of his tii 777UUUU 9111 IUUU i dddplll EEE arl 777 cement mixtures get into eyes, rinse immediately equipment. Drivers are not permitted to ti l / p % P�.��, and repeatedly with water and get prompt medical treatment. Sawing, or grinding of concrete add water to the mix nor to go beyond the curb line, except upon the authorization of • t.._ � r � 1; ,' 1 If I l.T, 1 masonry units may result in the release of dust the Purchaser/Purchaser's Agent and his particles which, without the use of proper eye or acceptance of risk for any loss or damage. y08 respiratory protection, could cause eye or nose I acknowledge that 1 have received and "'f irritation. The Material Safety Data Sheets for accepted the materials listed on this ticket. l +-•"' `;'''f' -1 • ' the products sod by Continental Florida 1 understand and agree to the terms on Curb line crossed at Purchaser/Purchaser's Agent request. Initials of Purchaser/Purchaser's Materials Inc. are available upon request. both the -front and back of this ticket. Agent TOTAL WATER Initials of Purchaser/Purchaser's Agent acknowledging addition of water at Purchaser/Purchaser's YARDS ON TRUCK/GALS OF WATER ADDED ADDED Agent request. 10 9 8 7 6 6 4 3 S 1 PURCHASER/ PURCHASER'S AGENT PURCHASER/PURCHASER S AGENT i{ ^rC, SOLD TO RO. NUMBER/ ORDERED BY .I• ZONE JOB NUMBER DELIVER TO TIMETICKETED DAIS feu'. i''� J.31J TICKET ,• . ,{ , (�;;i1R1+-,.:'Y d':'tj l.'•.i 6a11;t:4�t:':tt::: I,i'?',► aYl•':1.4.1.:: ,j': ',.frt r. .. o Concrete Disposal: yds QUANTITY QUANTITY QUANTITY PRODUCT PRODUCT DESCRIPTION UNITOF UNIT EXTENDED THIS LOAD ORDERED DELIVERED CODE MEASURE PRICE PRICE ;,+r - r ,.... -� - -•.r.. ., xr<-3:� ...- ---- �'...� -..d.• �4 .,=-t .a. t.S�i -k>i f..l.':.r ti. - Truck # Plant # Slump Due at Job Use of Concrete I' s.„r n x X—S 77 _ SUBTOTAL Luu Cj ?G 1 }� Cal&,,/4' r• Air Entrain Su�1per Plas. Drivers Name TAX ❑ CONCRETE TESTED TOTAL Delivery Instructions --- CUSTOMER NVARRANTY: The materials sold by Continental Florida Materials Inc. (hereinafter `'Continental") are war for.1 year from the date of delivery to be free from ducts in T material. This warranty is exclusive and is in lieu of all other warranties (whether written, oral or implied), including any warranty or merchantability or fitness for ahy particular purpose. Continental's liability under any circumstances will not be greater than the purchase price of the materials supplied, the purchaser must examine the material upon delivery and before installation to 'discover any defects, latent or otherwise, and Continental will not be liable for and other damages including, but not limited to incidental, indirect, consequential, special or delay damages, loss of profits, or any other darnages'arising out of the breach of any obligations under this, agreement. Purchaser further agrees that no claims maybe filed under this warranty unless and until any indebtedness to Continental is paid in full. 2..EXC�L�JSI IVE REMEDY: Purchaser further agrees that its exclusive remedy against Continental in the event the goods, materials or services supplied by Continental are alleged to be defective and/or are alleged to have caused purchaser to suffer personal injury, loss of life, property, damage or economic losses as a result of breach by Continental of any and all of the foregoing express or implied warranties, or as a result of any negligence, strict liability, or other tortious conduct or statutory violation by Continental, shall be limited to, and shall not exceed the purchase price of the goods, materials, or services purchased from Continental by purchaser and.purchaser agrees that Continental shall not be liable to purchaser for any other damages including, but not limited to, lost.,.. fits, lost wages, indirect, Incidental, consequential, compensatory, special, delay, punitive or any other damages, including damages' for pain and suffering, mental disease, medical or funeral expenses, any other similar damages, or any attorney fees or costs incurred by the purchaser in connection with pursuing any claim, demand or cause of action against Continental for breach of any obligations under this agreement, breach of the express or implied warranties delineated above, negligence, strict liability or other tortious Lnnduct committed by Continental in connection with its sale to the purchaser's use of goods, materials or services sold by Continental. 3. DUE_DAT_E: Payment for all credit sales is due by the 10th of the month following the purchase date. The Purchaser agrees that all past due accounts will accrue interest at 1.5% per month. 4. CQLLECTION COSTS: Purchaser agrees to pay attorneys' fees and costs of collection incurred by Continental prior to judgment, In obtaining judgment, or appeal, for bankruptcy and for post -judgment collection procedures. Venue of any action between the Purchaser and'Contineptal shall be B`roward County, Florida. 5. MIX CODE/LOCATIONS: The purchaser agrees to order the mix needed by product code and accepts full responsibility to determine the location for the readymix concrete. 6. DELIVERY SITE CONDITIONS: Continental reserves the right to determine whether the site.; for delivery requested by the Purchaser is suitable for such delivery and Continental may refuse to deliver to a site if Continental is of the opinion that delivery would be unsuitable or unsafe: The Purchaser shall be responsible for all costs and damages incurred where adequate access for delivery cannot be obtained. 7. UNATTENDED DELIVERY SITE: Where delivery of products is to be town unattended site, Continental will not be liable for any loss or damage to products, property or for unsigned delivery tickets. ,& DELAY$: Continental shall not be liable for any delay in delivery or non -delivery resulting from any cause beyond its control including but not limited -to plant and delivery equipment breakdowns, industrial stoppages or shortages of raw materials. If Continental is unable to complete delivery; of any part of an order, the Purchaser shall accept such part of the order as Continental is able to deliver and the Purchaser shall pay for the part delivered pro rata at the same rates as the whole of the order agreed to be sold and the same terms of payment. 9. QUANTITIES: This type and quantity of products delivered and detailed on the delivery ticket must be checked by the buyer at the time of delivery for compliance with the Purchaser's order, Variations between actual quantities delivered and those shown on the delivery ticket must be noted on all copies of the delivery ticket signed by the Purchaser. Invoice charges will be based on the quantities of products shown to be supplied as per the delivery ticket. Any claim for alleged short delivery of products must be made in writing within seven (7) days of delivery: otherwise it will be accepted by Purchaser and in the absence of any claim the Purchaser shall be liable to pay for the full quantity of products listed on the Continental delivery ticket. 10.MINIMUM LOAD CHARGE: All prices quoted are based on loads of not less than five yards. There will be a short load charge on each delivery, less than five yards. One call back without charge will be allowed on pours exceeding ten yards. 11.WAITING TIME: A maximum of sixty minutes per 10 yard load will be allowed at no charge. After sixty minutes there will be a charge.of $'1.50 per min. 12.Ef IVl Oil It�Ed A.... _CHARGE; A $S.OD per load environmental charge will be assessed. 13.SPECIFICATION: Unless specially ordered, Continental concrete is manufactured according to the provisions of ASTM C-94. Specifications for Ready Mixed Concrete, and block is manufactured according to the provisions of ASTM C-90, Specifications for Concrete Masonry. Continental is not responsible for concrete to which the Purchaser (without the approval of an authorized agent of Continental) has added or requested Continental to add any water, admixture or additive or where the Purchaser has mishandled the concrete after delivery. 14.7E&_HNiQAI,_A$�II TANCE: Continental accepts no responsibility for claims arising from technical advice or assistance provided to the Purchaser. Advice and assistance provided by Continental is for Purchasers guidance oniy'and Purchaser agrees to rely solely on its own architects, engineers or other technical experts. 15.SAFETY Dom: The Material Safety Data Sheets for the products sold lay Continental are available upon request. 16 .MQQI.F_.IGATION OF TERMS..: No employee or agent of Continental has the authority, in the absence of an express writing, to make any statement, including restricting or modifying or otherwise concerning the existence or effect of any of these terms and conditions or of any warranty or guarantee and no such employee or agent making any such statements shall be acting on behalf of or with the consent or agreement of Continental. These conditions may only be altered or varied to writing signed by an.Officer of the Company and no other employee nor any other person has authority to alter or vary any or all of these terms and conditions. Some of Continental Divisions' terms may vary due to industry standards but all changes must be approved by an Officer of the Company. '17.TERMS: The Purchaser, as indicated in this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation expires. These terms contained herein supersede any and all terms previously given to Purchaser that conflict with the terms herein. If, at the request of the Purchaser, Continental Florida Materials Inc. enters into. a written agreement or purchase order with the Purchaser to furnish materials to or on behalf of the Purchaser for a specific project or job, all of the terms set forth herein shall be deemed to be a part of and incorporated by reference. into such written agreement or purchase order notwithstanding any term or provision in the written contract or purchase order to the contrary and, it there is a conflict with terms and/or provisions of the written contract or purchase order. the terms herein shall prevail and be determinative. ;Continental Florida Materials Inc +�; \ ,-.,- 1701935 CI'IT�EnT% 13450 W. Sunrise Blvd., _ ` Suite 430 1 Sunrise, FL 33323 t Tel: (954) 858-0780 HE I D E L B E RG C E M E N T G ro u CAUTION I'I freshly mixed cement, mortar, `UNLOADING Drivers are prohibited p concrete. or grout may cause skin injury. Avoid from delivering concrete except under the 111 IF6exposed 111 contact with eyes where possible and wash truck's owp power, and where site conditions B9U 7 �44 C ski areas promptly with water. If ally permit the safe and proper operation of his `186 UUV t cement mixtures get into eyes, rinse immediately equipment. Drivers are not permitted to `5`• ice% J ? '- f D ' ®a ®� air-lec",.:, and repeatedly with water and get prompt medical treatment. Sawing, or grinding of concrete masonry units may result in the release. of dust add water to the mix nor to go beyond the curb line, except upon the authorization of the Purchaser/Purchaser's Agent and his ni {, :'1 y..'�{F L f!+'�l_�ti�: 1 Y 'i �''I 6 ..•._ .t particles which, without the use of proper eye or acceptance of risk for any loss or damage. if e� S �&J-tJ.l 1 {+;k,IJ t.RD respiratory protection, could cause eye or nose 1 acknowledge that 1 have received and =`.'RSw-1•' �St�r'-'{''-^`rfp''%'`$t irritation. The Material Safety Data Sheets for accepted the materials listed on this ticket. the products sold by Continental Florida I understand and agree to the terms on Curb line crossed at Purchaser/Purchaser's Agent request. Initials of Purchaser/Purchaser's Materials Inc. are available upon request. both the front and back of this ticket. Agent TOTAL Initials of Purchaser/Purchaser's Agent acknowledging addition of water at Purchaser/Purchaser's YARDS ON TRUCK/ GALS OF WATER ADDED ADDED Agent request: ARRIVAL TIME START POUR TIME FINISH POUR TIME LEAVE JOB TIME PURCHASER'S AGENT PURCHASER/PURCHASER SAGENT P.O. NUMBER/ORDERED BY ZONE JOB NUMBER TIMETICKETED v (( DATE ii 11 TICKET r f .',1Lt.;°+..� '�:�'':� .h -. ('Y.:t l.�.'�P .�.L .t, .J �•'e.,'i/r jl . - SOLD TO' f,<` �' I DELIVER TO, Fkh',Nkl:'( E 1,''tS..J..:a (J'J'df:1 V (T. ►.E.':7 Q s t1-l: o : !il:�_a;! i.};: FTLIW &el: Concrete Disposal: yds, QUANTITY THIS LOAD' QUANTITY ORDERED QUANTITY DELIVERED PRODUCT ` CODE • PRODUCT DESCRIPTION UNIT OF UNIT MEASURE PRICE EXTENDED PRICE '��:t Trt (...+'. .. taa,�t a i.�..`tl J.{ i,v `i-:'F;"A- A`F'�. r..�� a .. l;'; Y4.re�rt I' �i,� a'."� }�'��� 9�1�w�• �l�� "t;�i,9w �? 8 '�a� , „�'�''. -... _ - _... _ - .w_....... - _ . - . : - �,i r T dSS T Truck # Plant # Slump Due at Job Use of Concrete . � SUBTOTALCalc'iurnt'lt t:) Air Entrain a Siiper Plas. Drivers Name TAX ❑ CONCRETE TESTED i•!. l l" _9(. „ru '' ; rl'`>lol'I j TOTAL Delivery instructions 1. W.A....R.FI-ANTY: The materials sold by Continental Florida Materials Inc. (hereinafter `Continental") are warranted year from the date of delivery to be free from IN in material. This warranty is exclusive and is in lieu of all other warranties (whether written, oral or implied), incluc,,,y -,iy warranty or merchantability or fitness for any particufar� purpose, Continental's liability under any circumstances will not be greater than the purchase price of the materials supplied, the purchaser must examine the materni upon de;ivery and before installation to discover any defects, latent or othen;ise, and Continental will not be liable for and other damages including, but not limited to incidental, indirect, consequential, special or delay damages, loss of profits. or any other damages arising out of the breach of any obligations under this agreement. Purchaser further agrees that no claims may be filed under this warranty unless and until any indebtedness to Continental is paid in full. 2, EXCLUSIVE REMEDY: Purchaser further agrees that its exclusive remedy against Continental in the event the goods, materials or services supplied by Continental are alleged to be defective ana'or are alleged to have caused purchaser to suffer personal injury, loss of life, property, damage or economic losses as a result of breach by Continental of any and all of the foregoing express or implied warranties, or as a result of any negligence, strict liability, or other tortious conduct or statutory violation by Continental, shall be limited to, and shall not exceed the purchase price of the goods, materials, or services purchased from Continental by purchaser and purchaser agrees that Continental shall not be liable to purchaser for any other damages including, but not limited to, lost profits, lost wages, indirect, incidental, consequential; compensatory, special, delay, punitive. or any other darnages, including damages for pain and suffering, mental disease, medical or funeral expenses, any other similar damages, or any attorney fees or costs incurred by the purchaser in connection with pursuing any claim, demand or cause of action against Continental for breach of any obligations under this agreement, breach of the express or implied warranties delineated above, negligence, strict liability or other tortious conduct committed by Continental in connection with its sale to the purchaser's use of goods, materials or services sold by Continental. 3, DUGDo�TIE: Payment for all credit sales is due, by the 10th of the month following the purchase date. The Purchaser agrees that all past due accounts will accrue interest at 1.5% per month. 4, COLLECTION C.O...ST..S.: Purchaser agrees to pay attorneys' fees and costs of collection incurred by Continental prior to judgment, in obtaining judgment, or appeal, for bankruptcy and for post -judgment collection procedures. Venue of any action between the Purchaser and Continental shall be Broward County, Florida. 5. MIX CODE/LOCATIONS: The purchaser agrees to order the mix needed by product code and accepts full responsibility to determine the location for the readymix concrete. 6, DELIVERY S4 CON_.D..IT_LOiVS: Continental reserves the right to determine whether the site; for delivery requested by the Purchaser is suitable for such delivery and Continental may refuse to deliver to a site if Continental is of the opinion that delivery would be unsuitable or unsafe. The Purchaser shall be responsible for all costs and damages incurred where adequate access for delivery cannot be obtained. 7. UNATTENDED DELIVERY SITE: Where delivery of products is to be to an unattended site. Continental will not be liable for any loss or damage to products, property or for unsigned delivery tickets. 8. DELAYS: Continental shall not be liable for any delay in delivery or non -delivery resulting from any cause beyond its control including but not limited to plant and delivery equipment breakdowns, industrial stoppages or shortages of raw materials. If Continental is unable to complete delivery, of any part of an order, the Purchaser shall accept such part of the order as Continental is able to deliver and the Purchaser shall pay for the part delivered pro rata at the same rates as the whole of the order agreed to be sold and the same terms of payment. 9. C)tJANTIIIES: This type and quantity of products delivered and detailed on the delivery ticket must be checked by the buyer at the time of delivery for compliance with the Purchaser's order. Variations between actual quantities delivered and those shown on the delivery ticket must be noted on all copies of the delivery ticket signed by the Purchaser. Invoice charges will be based on the quantities of products shown to be supplied as per the delivery ticket. Any claim for alleged short delivery of products must be made in writing within seven (7) days of delivery: otherwise it will be accepted by Purchaser and in the absence of any claim the Purchaser shall be liable to pay for the full quantity of products lisfed -on the Continental delivery ticket. ,r ' 10.t:1iNIML'M LOAD CHARGE: All prices quoted are based on loads of not less ihan five yards. There will be a short load charge on each delivery, less than five yards. One call back without charge will be allowed on pours exceeding ten yards. 1f.WA(TING TIME: A maximum of sixty minutes per 10 yard load will be allowed at no charge. After sixty minutes there will be a charge of $1.50 per min. 12,ENVIRQNNimENTAL CHAFIGE: A $5.00 per load environmental charge will be assessed. i 3.SPECIF[CATION: Unless specially ordered. Continental concrete is manufactured according to the provisions of ASTM C-94. Specifications for Ready Mixed Concrete, and block is manufactured according to the provisions of ASTM C-90, Specifications for Concrete Masonry. Continental is not responsible for concrete to which the Purchaser (without the approval of an authorized agent of Continental) has added or requested Continental to add any water, admixture or additive or where the Purchaser has mishandled the concrete after delivery, 14.TECHNICAL ASS) STA DICE: Continental accepts no responsibility for claims arising from technical advice or assistance provided to the Purchaser. Advice and assistance provided by Continental is for Purchasers guidance only and Purchaser agrees to rely solely on its own architects, engineers or other technical experts. 15.SAFETY DATA: The Material Safety Data Sheets for the products sold lay Continental are available upon request. 16.MODIFICATIDN OF TERMS: No employee or agent of Continental has the authority, in the absence of an express writing, to make any statement, including restricting or modifying or otherwise concerning the existence or effect of any of these terms and conditions or of any warranty or guarantee and no such employee or agent making any such statements shall be acting on behalf of or with the consent or agreement of Continental. These conditions may only be altered or varied to writing signed by an Officer of the Company and no other employee nor any other person has authority to alter or vary any or all of these terms and conditions. Some of Continental Division,' terms may vary due to industry standards but all changes must be approved by an Officer of the Company. 17.TERMS: The Purchaser as indicated in this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation, agrees to abide by these terms, regardless cif any change in the legal status of Purchaser, or until the term of this quotation expires. These terms contained herein supersede any and all terms previously given to Purchaser that conflict with the terms herein. If, at the request of the Purchaser, Continental Florida Materials Inc. enters into a written agreement or purchase order with the Purchaser to furnish materials to or on behalf of the Purchaser for a specific project or job; all of the terms set forth herein shall be deemed to be a part of and incorporated by reference into such written agreement or purchase order notwithstanding any term or provision in the written contract or purchase order to the contrary and, if there is a conflict with terms and/or provisions of the written contract or purchase order, the terms herein shall prevail and be determinative, Continental Florida Materials Inc. onTinEnTR 17 o 19 3 8 13450 W. Sunrise Blvd., Suite 430 , Sunrise, FL 33323 HEIDELBERGCEMENTGroup Tel: (954) 858-0780 t�tt �l d9i��contact louImp ttdct9tt A! } �; —� II Freshly CAUTION.. Freshl mixed cement, mortar; concrete or grout may cause skin injury. Avoid with eyes where possible and wash exposed skin areas promptly with water. If any cement mixtures get into eyes, rinse immediately. and repeatedly with water and get prompt medical UNLOADING Drivers are prohibited from delivering concrete except under -the truck's own power, and where site conditions permit the safe and proper operation of -his equipment. Drivers are not permitted to add water to the mix nor to go beyond the 1=U'.I � (-'.l.b:.l":<<�:_ C�:ao ?�t,'liii.,i-^.'I;:. l i.: I••`I...I-411 �i ! li:"y p• •• rt:,ry.�.> ;.; Curb line crossed at Purchaser/Purchaser's Agent request. Initials of Purchaser/Purchaser's Agent Initials of Purchaser/Purchaser's Agent acknowledging addition of water at Purchaser/Purchaser's Agent. request. treatment. Sawing, or ;grinding of concrete curb line, except upon the authorization of masonry units may result in the release of dust the Purchaser/Purchaser's Agent and his particles which, without the use of proper eye or acceptance of risk for any loss or damage. respiratory p ry protection, could cause eye or nose I acknowledge that I have received and irritation. The Material Safety Data Sheets for accepted the materials listed on this ticket the products sold by, Continental Florida / understand and' agree to the terms on Materials Inc. are available.upon request. both the front and back of this ticket: TOTAL YARDS ON TRUCK/GALS OF WATER ADDED WATER ADDED 10 9 8 7- 6 5 PURCHASER/PURCHASERSAGENT P.O. NUMBER/ORDERED BY SOLD TO t: QUANTITY QUANTITY QUANTITY PRODUCT THIS LOAD ORDERED DELIVERED CODE Truck # Plant # Slump Due at Job CalciumAir ElItrain St per Plas. ZONE ZONE 4 3 S 1 /. DATE TICKET DELIVER TO of .1.�_'') (:'6`Il-►..!" �'rl:�..t;i�i%t::� ... I..�:ii�i" 9+:P Concrete Disposal: PRODUCT DESCRIPTION UN M �;1.,� Lib l,•ti.S l r•S -; ��} 6?�`'g �'?.;, � } t. i a`d 1 1! i i� �{r?> n Use of Concrete Drivers Name ❑ CONCRETE TESTED �;Yl.i, it �-, ,o9i�'Ir:i'i d.► f =V f1l,f7HJ Cl'7/ PURCHASER'S AGENT JOB NUMBER TIMETICKETED- EA IT OF UNIT SURE PRICE SUBTOTAL TAX TOTAL WE EXTENDED i PRICE Yi9-: ",_ice .? "" •,'. livery Instructions CUSTOMER 1'.' WARRANTY: The materials sold by Continental Fioiida Materials Inc. (hereinafter''Coniinentai") are warranted for i year from the date of delivery to be free from defects in material. This warranty is exclusive and is in lieu of all other warranties (whether ttiritten, bras or implied), including any warranty or merchantability or fitness for any particular purpose. Continental's liability under any circumstances will notbe greater than the purchase price of the materials supplied, the purchaser must examine the material upon delivery and before installation to discover any defects, latent or otherwise, 'and Continental will not be liable for and other damages including, but not limited to incidental, indirect, consequential, special or delay damages. loss of profiis, or any other damages arising out of the breach of any obligations under this agreement. Purchaser further agrees that no claims may be filed under this warranty unless and until'any indebtedness to Continental is paid in full 2, EX LLJE 1YE REMEDY: Purchaser further agrees that its exclusive remedy against Continental in the event the goods, materials or services supplied by Continental are alleged to be defective and/or are alleged to have caused purchaser to suffer personal injury, loss of life, property, damage or economic losses as a result of breach by Continental of any and all of the foregoing express or implied warranties, or as a result of any negligence, strict liability, or other tortious conduct or statutory violation by Continental, shall be limited to, and shall not exceed the purchase price of the goods, materials, or services purchased from Continental by purchaser and purchaser agrees that Continental shall not be liable to purchaser for any other damages including, but not limited to, lost profits, lost wages, Indirect, incidental, consequential, compensatory, special, delay; punitive or, any other damages, including damages for pain and suffering, mental disease, medical or funeral expenses, any other similar damages, or any attorney fees or costs incurred by the purchaser,in connection with pursuing any.claim; demand or cause of actionugainst Continental for breach of any obligations under this agreement, breach of the express or implied warranties delineated above, negligence, strict liability or other tortious conduct committed by Continental in connection with its sale to the purchaser's use of goods, materials or services sold by Continental. 3. WED : Payment for all credit sales is due by the 1Oth of the month following the purchase date. The Purchaser agrees that all past due accounts will -accrue interest -at 1.5% per month. 4. COLLECTION COSTS: Purchaser agrees to pay attorneys' fees and costs of collection Incurred by Continental prior to judgment, in obtaining judgment, or appeal, for bankruptcy grid for post -judgment collection procedures. Venue of any action between the,Purchase'r and Continental shall be Brcward County, Florida. 5. MIX CODEJOCATIONS: The purchaser agrees to order the mix needed by product code and accepts full responsibility to determine the.location for the readymix concrete. 6. DELME—BY_ME CONDjTION,S: Continental reserves the right to determine whether the site; for delivery requested by the Purchaser is suitable for such delivery and Continental may refuse to deliver to a site if Continental is of the opinion that delivery would be unsuitable or unsafe. The Purchasor shall be responsible for all costs and damages incurred where'adequate access for delivery cannot be obtained. 7. UNATTENDED DEI-BtERY SITF_: Where delivery of products is to be taan unattended s!te, Continental will not be liable for any loss or damage to products, property or for unsigned delivery tickets. 8. D LE AYS: Continental shall not be liable, for anydelay in -delivery or non -delivery resulting from any cause beyond its control including but not limited to plant and delivery equipment breakdowns; industrial stoppages or shortages of raw materials, If Continental is unable to complete delivery, of any pail of an order, the Purchaser shall accept such part of the order as Continental is able to deliver and the Purchaser shall pay for the part delivered pro rata at the same rates as the whole of the order agreed to be sold and the same terms of payment. g, pUANTiTIES: This type and quantity of product$. delivered and detailed on the delivery ticket must be checked by the buyer at the time of delivery for compliance with the Purchaser's order. Variations between actual quantities delivered and those shown on the delivery ticket must be noted on all copies of the delivery ticket signed by the Purchaser, Invoice charges will be based et the quantifies of prcducts shown #o be supplied as per the delivery Ticket. Any claim for alleged short delivery of products must be made in writing within seven (7) days of delivery: otherwise it will be accepted by Purchaser and in the absence of any claim the Purchaser shall be liable to pay for the full quantity of products listed on the Continental delivery ticket. 10.MINIMUM LOAD CHARG :All prices quoted are based on loads of not less than five yards. There.wiil be a short load charge on each delivery, less than five yards. One call back without charge;will be allowed on pours exceeding ten yards. 11.WAITING TIMEi A maximum of'sfxty minutes per 10 yard load will be allowed at no charge. After sixty minutes there will be a charge of $1.50 per min. 12.ENVIRQNMER'LALH.A_.. CRG.E: A $5.00 per load environmental charge wiil.be assessed. 13.SP- ECIFICATIdN: Unless specially ordered, Continehtal concrete is manufactured according to the provisions of ASTM C-94. Specifications for Ready Mixed Concrete, and block is manufactured according to the provisions of ASTM C-90. Specifications for Concrete Masonry. Continental is not responsible for concrete to which the Purchaser (without the approval of an authorized agent of Continental) has added or requested Continental to add any water,' admixture or additive or where the Purchaser has mishandled the concrete after delivery. 14.TECHNIC�SSISTANCE: Continental accepts no responsibility for claims arising from technical advice or assistance provided to the Purchaser.'Advice and assistance provided by Continental is for Purchasers guidance only. and Purchaser agrees to rely solely on its own architects, engineers or other technical experts. 15.S i�FETY DATA: The Material Safety Data Sheets for the products sold lay Continental ate available upon request. 16.MODIFKATION OF MRM.$: No employee or agent of Continental has the authority„in the absence of ari express writing, to make any statement, including restricting or modifying or otherwise concerning the existence or effect of any of these terms and conditions or of any warranty or guarantee and no such employee or agent making any such statements shall be acting on behalf of or with the consent or agreement of Continental. These conditions may only be altered or varied to writing signed by- an Officer of the Company and no other employee nor any other person has authority to alter or vary any or all of these terms and conditions. Some'of Continental Divisions' terms may vary due to industry standards but all changes must -be approved by an Officer of the Company. 17.TERMS: The Purchaser as indicated in this quotation, agrees to abide by these terms, regardless of any change in the"legal status of Purchaser, or until the term of this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation expires. These terms contained herein supersede any and all terms previously given to Purchaser that conflict with the terms herein. ' If, at the request of the Purchaser, Continental Florida Materials.inc. enters into a written agreement or purchase order with the Purchaser to furnish materials to or on boaalf of the Purchaser for a specific project or job, all of the 'terms set forth herein shall be deemed to be a part of and incorporated by reference into such written agreement or purchase order notwithstanding any term or provision in the written contract or purchase order to the contrary and, if there is a. conflict with terms and/or provisions of the written contract or purchase order. the terms herein shall prevail and be determinative. CO I'1T� n E nTla L 'ontinental Florida Materials Inc. *- 11 9 41' 7 �s - ;3450 W. Sunrise Blvd., Suite 430 �' Sunrise, FL 33323 Tel: (954) 858-0780 CAUTION!! Freshly mixed cement, mortar, UNLOADING Drivers are prohibited HEJ{ 11`Dj E�y,L-1 •Bj¢E•R[ �,�-I CEM�ENT� yGroup concrete or grout may cause skin injury. Avoid from delivering concrete except under the contact with eyes where possible and wash truck's own power, and where site conditions s l 4exposed skin areas promptly with water. If any permit the safe and proper operation of his cement mixtures get into eyes, rinse immediately equipment. Drivers are not permitted. to ' ­7 and repeatedly with water and get prompt medical add water to the mix nor to go beyond the treatment. Sawing, or grinding of concrete curb line, except upon the authorization of Is.i .'.e-f;' E:1.1masonry units may result in the release of dust the Purchaser/Purchaser's Agent and his particles which, without the use of proper eye or acceptance of risk for any loss or damage. respiratory protection, could cause eye or nose I acknowledge that I have received and irritation. The Material Safety Data Sheets for accepted the materials listed on this ticket. the products sold by Continental Florida / understand and agree to the terms on Curb line crossed at Purchaser/Purchaser's Agent request. Initials of Purchaser/Purchaser's Materials Inc. are available upon request. both the front and back of this ticket. AAgent TOTAL g WATER Initials of Purchaser/Purchaser's Agent acknowledging addition of water at Purchaser/Purchaser's YARDS ON TRUCK/GALS OF WATER ADDED ADDED Agent request. ARRIVAL TIME START POUR TIME FINISH POUR TIME LEAVE JOB TIME a-/C, , �6 I I I I PURCHASERIPURCHASER S AGENT SOLD TO P.O. NUMBER / ORDERED BY 1 ae,Vp,t'a:"t 6'[:�,1._I..:,, r•tilU:I{I.I): QUANTITY QUANTITY QUANTITY THIS LOAD ORDERED DELIVERED PURCHASER/ PURCHASER'S AGENT 'r t ZONE JOB NUMBER TIMETICKETED DATE a: & DELIVER TO PS Concrete Disposal: _ PRODUCT PRODUCT DESCRIPTION CODE Truck # Plant # Slump Due at Job Calcium ` *' , Air Entrain Super Plas. Use of Concrete. a Drivers Name ❑ CONCRETE TESTED UNIT OF UNIT MEASURE PRICE 70 l 1`) r. 1 r 7G', TICKET t i'.;'.'A +r'i yds EXTENDED PRICE SUBTOTAL TAX TOTAL Delivery Instructions Special Instructions CUSTOMER 1. WARRANTY: The materials sold by Continental Florida Materials Inc. (hereinafter "Continental") are warranted for 1 year from the date of delivery to & free from defects in material. This warranty is exclusive and is in lieu of all other warranties (whether written, oral or implied), including any warranty or merchantability or fitness for any particular purpose. Continental's liability under any circumstances will not be greaterthan the purchase price of the materials supplied, the purchaser must examine the material upon delivery and before installation 10 discover any defects. latent or otheri ise, and Continental will not be liable for and other damages including, but not limited to incidental, indirect, consequential, special or delay damages, loss of profits, or any other damages arising out of the breach of any obligations under'this agreement. Purchaser further agrees that no claims may be filed under this warranty unless and until any indebtedness to Continental is paid in full. 2. EXCLUSIVE REMEDY: Purchaser further agrees that its exclusive remedy against Continental in the event the goods, materials or services supplied by Continental are at to be defective anther are alleged to have caused purchaser to suffer personal injury; loss of life, property, damage or economic losses as a result of breach by Continental of any and all of the foregoing express or implied warranties, or as a result of any negligence, strict liability, or other tortious conduct or statutory violation by Continental, shall be limited to, and shall not exceed the purchase price of the goods, materials. or services purchased from Continental by purchaser and purchaser agrees that Continental shall not be liable to purchaser for any other damages including, but not limited to, lost profits, lost wages, indirect, incidental, consequential, compensatory, special, delay, punitive or any other damages, including damages for pain and suffering, mental disease, medical or funeral expenses, any other similar damages, or any attorney fees or costs incurred by the purchaser in connection with pursuing any claim; demand or cause of action against Continental for breach of any obligations under this agreement• breach of the express or implied warranties delineated above, negligence, strict liability or other tortious conduct committed by Continental in connection with.its sale to the purchasers use of goods, materials or services sold by Continental. 3. DUE DATE: Payment for all credit sales is due by the 10th of the month following the purchase date. The Purchaser agrees that all past due accounts will accrue interest at 1.54 per month. 4. C_O...L_L..ECTION COSTS: Purchaser agrees to pay attorneys' fees and costs of collection incurred by Continental prior to judgment, in obtaining judgment, or appeal, for bankruptcy and for post -judgment collection procedures. Venue of any action between the Purchaser and Continental shall be Broward County, Florida. 5. M.LX..._COD_E_./LOC._..A.T.I.ONS: The purchaser agrees to order the mix needed by product code and accepts full responsibility to determine the location for the readymix concrete. 6. DELIVERY SITE CONDITIONS: Continental reserves the right to determine whether the site; for delivery requested by the Purchaser is suitable for such delivery and Continental may refuse to deliver to a site if Continental is of the opinion that delivery would be unsuitable or unsafe. The Purchaser shall be responsible for all costs and damages incurred where adequate access for delivery cannot be obtained. 7. UNATTENDED DELIVERY SITE: Where delivery of products is to be to an unattended site. Continental will not be liable for any loss or damage to products, property or for unsigned delivery tickets. B. DELAYS: Continental shall not be liable for any delay in delivery or nor, -delivery resulting from any cause beyond its control including but not limited to plant and delivery equipment breakdowns, industrial stoppages or shortages of raw materials. If Continental is unable to complete delivery, of any part of an order, the Purchaser shall accept such part of the order as Continental is able to deliver and the Purchaser shall pay for the part delivered pro rata at the same rates as the whale of the order agreed to be sold and the same terms of payment. 9..QUANTI.TIES: This type and quantity of products delivered and detailed on the delivery ticket must be checked by the buyer at the time of delivery for compliance with the Purchaser's order. Variations between actual quantities delivered and those shown on the delivery ticker must be noted on all copies of the delivery ticket signed by the Purchaser. Invoice charges will be based on the quantities of products shown to be supplied as per the delivery ticket. Any claim for alleged short delivery of products must be made in writing within seven (7) days of delivery: otherwise it will be accepted by Purchaser and in the absence of any claim the Purchaser shall be liable to pay for the full quantity of products listed an the Continental delivery ticket. 10.MI,N.,IMUM.,LOAD CHARGE: All prices quoted are based on loads of not less than five yards. There will be a short load charge on each delivery, less than five yards. One call back without charge will be allowed on pours exceeding ten yards. 1f.WAiTING TIME: A maximum of sixty minutes per 10 yard load will be allowed at no charge. After sixty minutes there will be a charge of $1.50 per min. 12.ENVIRONMENTAL_CHARGE: A $5.00 per load environmental charge will be assessed. 13.SPECIEICATION: Unless specially ordered. Continental concrete: is manufactured according to the provisions of ASTM C-94. Specifications for Ready Mixed Concrete, and block is manufactured according to the provisions of ASTM C-90, Specifications for Concrete Masonry. Continental is not responsible for concrete to which the Purchaser (without the approval of an authorized agent of Continental) has added or requested Continental to add any water, admixture or additive or Where the Purchaser has mishandled the concrete after delivery. 14.TECHNICALASSISTANCE: Continental accepts no responsibility for claims arising from technical advice or assistance provided to the Purchaser. Advice and assistance provided by Continental is for Purchasers'guidance only and Purchaser agrees to rely solely on its own architects, engineers or other technical experts. 15.SAFETY_DATA: The Material Safety Data Sheets for the products sold lay Continental are available upon request. 16.MOpIFiCATION OFTERMS: No employee or agent of Continental has the authority, in the absence of an express writing, to make any statement, including restricting or modifying or otherwise concerning the existence or effect of any of these terms and conditions or of any warranty or guarantee and no such employee or agent making any such statements shall be acting on behalf of or with the consent or agreement of Continental. These conditions may only be altered or varied to writing signed by an Officer of the Company and no other employee nor any other person has authority to alter or vary any or all of these terms and conditions. Some of Continental Divisions' terms may vary due to industry standards but all changes must be approved by an,Officer of the Company. 17.TERMS: The Purchaser as indicated in this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation expires. These terms contained herein supersede any and all terms previously given to Purchaser that conflict with the terms herein. If, at the request of the Purchaser, Continental Florida Materials Inc. enters into a written agreement or purchase order with the Purchaser to furnish materials to or on behalf of the Purchaser for a specific project or job, all of the terms set forth herein shall be deemed to be a part of and incorporated by reference into such written agreement or purchase order notwithstanding any term or provision in the written contract or purchase order to the contrary and. if there is a conflict with terms and/or provisions of the written contract or purchase order, the terms herein shall prevail and be determinative. 9-SEP-2011 06:17 FROM:SOUTH ----7 7723446042 T-n'4626443 P.1/1 fL re vw fart Pkwok ft "24wnlpa fat 77 -440 CBMFICATE OF TERMW MUTHIM G'ONmLIcrwN !i"im TREATMENT BUILDEPJOONTRWMR: eAJ 40 V-ov PEST CONTROL CONTRACtoR: PEST COiV ML LICENSE fll: --47" W*' fps M gMd, hSMW 0"* that W0 his P#t M tM theabore dammed aorMugsbn fbr SOMM be r of -D C wnM ubd: opt"^,,t ,e P&aw t p of =kmw: Oft GfT,e 9 - l% �� �a TI►t .—DOW JttT� � total plans Md.- rene ql f» �b ,... ,r„ft Treat ---J% mdr for Fol.Twpoftn l7pn� of fnatfaor AM,:Aft 71wv�tbo o a�Ql�1� Jb►eldl Aglil�adb�r�►r�r��tl��w �diie a'*arab r�r�rar..�►„a.dr,,l�r, w�1►ad•,e r`�0'�2's � r�r�aw►iAM alC�s A Na�iis+■�+r�llepme�� ��r�ww�r�v,.�e�ks. �we�,t�lt�lrrraw�h�+pol�Mac�ne aye$ �� �'��+wr+ra.�►a�rr�er Are�lrla�Alar ale 17.r�r, ,,,.,..,M•,�, r�rsflwfMlrneea►s aWo limMW �r+��.o,►�►,�.,air,,,,r�rr►,,�w�.r.aw,r�.w.�,r, 0 Luet m" as ills t as **I mqmw. ftr C. �.1 t: tt0 Ofr plow a M hamear_ ILMAII � �� - - i �_ _ D U N K U B E R G E R j%i 1 DensityTest Report engineering & testing, inc. esp Project Name: Spanish Lakes Country Club Village Address: 129 Calle Del Lagos Project Number: PSL-09-3011 (BG 10.2) Date Tested: 8/22/2011 Technician Initials: NOP Client Name: Wynne Building Corporation Permit No: SLC-1107-0002 8000 South US 1 #402 Port St. Lucie FL 34953 Report Date: 8/22/2011 Project Manager: Dave Youngstrom Attention: Matthew Wynne Contact Number: (772) 343-9787 Test No. Probe Depth (in) Laboratory Proctor F>ield Tests _._ Maximum Dry Density (PCO Optimum Moisture (%) Dry Density (PCO Cone Resistance, (tsf) Moisture (%) Minimum Required Compaction (%) Percent Maximum Density (%) Test Results 1 12 113 12 109.7 --- 8.3 95 97.1 Pass 2 12 113 12 108.8 --- 9.4 95 96.3 Pass 3 12 113 12 109.1 --- 10.3 95 96.5 Pass Type of Field Density Test: r ASTM D 1556 r ASTM D 6938 r ASTM D 2937 Minimum Required Compaction Based on: W AASHTO T-180 (ASTM D 1557) AASHTO T-99 (ASTM D 698) Nuclear Gauge Info: Gauge No. 23713 Daily Standard Count: Density: 2552 Moisture: 679 + est Soil Type r £ Elevatlon - Test Locatton 129 Calle Del Lagos, Structural+Fill 4 1 1 0-12 Front of house pad (footing subgrade) 2 1 0-12 Center of house pad (slab subgrade) e //o 7^ o O oZ 3 1 0-12 Back of house pad (footing subgrade) Elevation/Depth Referenced to: - 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Roadway Subgrade 8 Stabilized Subgrade 9 Base Course 10 Other: r- NGVD r MSL 1740 Other: Inches below top of final fill cc: Client ... (1) Wynne Building Corp., B. Bailey (field)... (1) St. Lucie County Building Department ... (1) 2 201 i, Xiaoyan Zheng, P.E., PhD FL Registration No. 68330 The original ofthis report was signed and sealed by the registered engineer in accordance wie 61G15-18011, of the Florida Administrative Code. This report is submitted as the confidential property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written approval. No other warranties with regard to subsurface exploration, recommendations or design are expressed by this firm. Fort Lauderdale • Port St. Lucie • West Palm -Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 3011 (10.2) Progress Report PR 22 St. Lucie County Building & Zoning Department 2300 Virginia Avenue Fort Pierce, Fla 34982 772-462-2165 Fax 772-462-6443 Request for 30-Day Temporary Power Release Date. Permit Number: \`\�� -c-wV.- Property Address: - — THE UNDERSIGNED HEREBY REQUEST RELEASE OF ELECTRICAL POWER TO THE ABOVE DESCRIED PROPERTY, FOR A PERIOD NOT TO EXCEED THIRTY (30) DAYS, FOR THE PURPOSE OF TESTING SYSTEMS AND EQUIPMENT IN PREPARATION FOR FINAL INSPECTION. IN CONSIDERATION OF APPROVAL. OF THE REQUE; iT WE HEREBY ACKNOWLEDGE AND AGREE AS FOLLOWS: 1. This temporary power release is requested for the above stated purpose only, and there will be no occupancy of any type, other than that permitted by construction (luring this time period. 2. As witness by our signatures, we hereby agree to abide by all terms and coedit ions of this agreement, including building Division policy, which is incorporated herein by reference. 3. X11 conditions and requirements listed in the attached document entitled "Requirements for 30 Day Power for Testing ! have been fulfilled and the pren,dse is ready for compliance inspection. 4. All requests for an extension beyond 30 days must be anade in writing to the Darilding Official stating the reason for the request. Power may be removed from the site and/or a Stop Work Order issued if the Final Inspection has not been approved within 30 days. A fee of $1,00.00 will be required to lift the Stop Work Order. WE HEREBY RELEASE AND .AGREE TO HOLD HA.RMLESSrST. LUCRE COUNTY, AND THEIR EMPLOYEES FROM ALL LIABILITIES AND CLAIMS OF ANY TYPE OF NATURE WHICH MAY .ARISE NOW OR IN TIDE VUTURE OUT OF THIS TRANtiACTION, INCLUDING ANY DAMAGE WHICiFI 'Y BE INCU RED DUE TO THE DISCONNECTION OF ELECTRICAL POWER)N HE EVE OF VIOLATION OF THIS AGREEMENT. OWNED SIGNATURE AA DR SIGN UR D ,CTOIt SIGNATURE pA 0 FiEcEIVED We ® g 2011 -Public Works St. Lucie County, Fl- JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 3616612 OR BOOK ' ``4 PAGE 735, Recorded 08/09/2011 at." i6 AM AFrER RECORDING-110*10N TO: PERMIT NUMBER, 11 U , • NOTICE OF COMMENCEMENT The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 7 13. Florida statutes the following information is provided in the Notice of commencement. L/ I. DESCRIPTION OF PROPERTY (Legal description and street address) TAX FOLIO NUMBER: SUIIDIVISION�d _BLOCK_TRACT LO'I•__'y_BLDG UNIT 2. GENERAL DESCRIPTION OF IMPROVEMENT: AV I O 3.OWNER INFORMATION: a. Name U%C7 /T✓/QL- rJtiI . LLC b. Addn ss 9 9 AAAJ rRs r'ER , SrAlV regDTc. interest in property. d. Name and address of fee simple titleholder (if other Ibim owner) 4. CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: SCQU 4EW6 CPAIST 0,070At, LLG /,46D9 6,77H a Al IoYAtIA7r!%E I=L 33Y76 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (1)(u) % Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: 5111771-5015 6CA257-. ?D 50Y7� S. In addition to himself or herself. Owner designates the following to receive a copy of the Lienor's Notice as provided in Section 713.13 (1)(b), Florida Statutes: ^�r ,,II NAME, ADDRESS AND PHONE NUMBER: 5� 7T LLW/S 40AI5i 5f1MF- /YS /`F45�,U/4- 9. Expiration date of notice of commencement (the expiration date is I year from the date of recording unless a different date is specified) _ , 20_ a . Q_oa c-W.� , �11176) Signature of Owner or Print Name and Provide Signatory's TitldOflice 17 Owner's Authorized Oflicer/Direclor/Partne Manager State of Florida Countyof ST_. [-UC4 -tp---}-`.1 The foregoing instrument was acknowledged before me this 2W day of v "-d` .20 1 By \,V t II t ✓ :in � Q . C,061 r —,as— --�`' (Name of person) (Type of authority... e.g. Own- . officer, trustee, attorney in fact) For l -r& LOP'rLDIJ, LA-C (Name of party on behaBol' whom instrument was executed) Personally Known V or produced the following type of ID: ROSEMARY LAURO MY CUMMISSIOW # fcE0,14395%SCc ✓>' 05, 2014 EXPIRES Ooceria)u (Primed Name ofNuta Public) .(Signature of ary Public) a I407t39e-0ts3 FioddnNolnrysa ­e.,:om Under penalties of perjury. I declare that I have read the foregoing and that the facts in it are true to the best of my knowledge and belief (section 92.525. Florida Statutes). Signalure(s) of Own ) or Owner(s)' Authorized Otncer/Director/Partner/Manager who signed above: By: BY uc.•. uxrururne..,..r�a� We Of COUN�`q�+ OF FLORIDA� 1. IIPlTY A T�I1� �RI 9y 77 JOSEPH E. SMITH, CLERK OF THE CIRCUIT FILE # 3606282 OR BOOK �;` PAGE COURT - SAINT LUCIE COUNTY 1455, Recorded 07/01/2011 at-,- `52 PM AFfP_R RECORDING -RETURN T0: I I PERMIT NUMBER: 'r'hls SVRce is rv>rrvcJ fur rcu,nitiy) info I J r NOTICE OF COMMENCEMENT The undersigned hereby given notice that improvement I Florida statutes the following information is provided in 1. DESCRD'TION OF PROPERTY (Legal descripuo SUBDIVISION ountry BLIOCbUK \�0. 2. GENERAL DESCRIPTION OF MP- OVEMEN ill be made to certain real property, and in accordance with Chapter 713. Lhe Notice of cornmencemenl. and street address) TAX FOLIO NUMBER:1301-111—0001-000rj RACT__LOT BLDG UNIT East of section 1 township34s Ran a 39E yin9 NSW o Turnpike Feeder Road : 3. OWNER INFORMATION: a.Name b. Address 8000 S_ US" Suite 402, . PSL, FL 34952 c.interest inproperty d. Name and address of fee simple titleholder (if oche 4.CONTRACTOR'S NAME, ADDRESS AND PHONE than owner) NUMBER: Wynne Development Corporation cn 8000 S_ US1, Suite 402 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER PSL AND BOND AMOUNT: 1 6. LENDER'S NAME, ADDRESS AND PHONE NUI 7. Persons within the State of Florida designated by Over`er Section 713.13 (1)(a) 7., Florida Statutes: Jo 'yV NAME, ADDRESS AND PHONE NUMBER: 1 [as 8. in addition to himself or herself, Owner designates lh 713.13 (1)(b), Florida Statutes: 4BER: upon whom notices or other documents may be served as provided by n Brennan 3495 7 -466 1553 G asitaS, Ft. PiPrC-P, El following to receive a copy of the Lienor's Notice as provided in Section NAME, ADDRESS AND PHONE NUMBER: 9. Expiration date of notice of commencement (the expi specified) ' Z0—= W ECON (DER WNEP ANY PAYMENTS U DER CH Y R PAYfN TWICE FOR IMPROVE E S TO Y J L NDER OR AN 1013 Sn EP R MM NCP1G W ' tion dale is l year from the dale of recording unless a different dale is yi' A }R AFTER THE EPARTI p P71AT70� RIDA TA 1 TES OF ACNF'fr"lAN REMULT R PROPERTY A NOTICE OP COMMENCEMENT MUST BE RECORD D AND RKO R RF RDRJT YOUR NOTIC OBTAINQ TO P C MM NCEMENT. LT H YO R Matthew L le W nnpl v' - ent Print Name and Provide Signatory's Titlr/Office Signature of Owner or Owner's Authorized Officer/Direclor/Panner/Ivlana 4e, State of Florida County of S t T u c i e The foregoing instrument was acknowledged before me By Matthew Lyle Wynne (Name of person) For Wynne Building Cor oratic (Name of party on behalf of whom instrument was e (Printed Name Alolaary (SIg Under penalties of perjury. I declare that I have read i belief (section 92.525. Florida Statutes). Signature(s) Owner(s)' B y: R- 0an0JID01(Ru0ealna) ^day of l l —, 2oj-L—' as < (Type of aulhonly... e.g. Owner. officer, trustee, attorney in (act) ed) Personally Known o: produced the following type of ID' NOTAItY PL BUC-STATE OF FLORIDA Rochelle A. Duryea =ComnlissioP. HDDS70198 °�`,.•' Espirzs: 04,2013 l`-•t- ' ' , \ �t'U ' t \ BU\L'i.0 7'li::t n111.%MCBO: UVWCO Mt of Notary Public) foregoin&And [hat the facts in it are true to the best of my knowledge and orricerfDirector/Pariner/Manager who signed above: B GATE LNE ri.1)Fi0%,k L1��K� i is is IQ CERT I'fy T 4ATTH i P.11�..f+�1.1(:CNiK 0 C Or NO q 19 .W1 MiTek® POWER M PERFORM.'" Important Notice: If visually graded lumber is used for the trusses covered by these designs, see "SPIB Important Notice, Dated July 28, 2010" (reprinted at www.mii.com) before use. MiTek does not warrant third -party lumber design values. RE: M11311 - Grand Carlton 9' Porch Site Information: Customer Info: Wynne Building Corp. Lot/Block: Address: n/a City: St. Lucie Project Name: Grand Carlton- 9' porch Subdivision: State: FL MiTek Industries, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Model: Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2007/TP12002 Design Program: MiTek 20/20 7.1 Wind Code: ASCE 7-05 Wind Speed: 140 mph Roof Load: 37.0 psf This package includes 18 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# I Truss Name I Date I No. I Seal# I Truss Name Date 15/11/0,1 1 IT4075043 JA5 5/11/011 18 IT4075060 1KJ8 12 I T4075044 J A6 1 5/11/011 1 1 1 1 3 IT4075045 I A7 5/11/011 4 IT4075046 I A8 5/11/011 5 IT4075047 JA9 5/11/011 16 I T4075048 J A 1 5/11/011 17 IT4075049 I GRA 1 5/11/011 18 IT4075050 I GRB 1 5/11/011 19 I T4075051 J J 1 1 5/11/011 110 I T4075052 J J2 1 5/11/011 Ill I T4075053 J J3 1 5/11/011 112 I T4075054 J J4 1 5/11/011 113 I T4075055 J J5 1 5/11/011 114 I T4075056 J J6 1 5/11/011 115 I T4075057 J J7 1 5/11/011 116 I T4075058 J J8 1 5/11/011 117 I T4075059 J KJ7 1 5/11/011 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: ORegan, Philip My license renewal date for the state of Florida is February 28, 2013 NOTE: The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-1 Sec. 2. 01 No 581 r r �-o3 1zz STA OF :•� 44/ • �n FL Cert. 6634 May 11,2011 ORegan, Philip 1 of 1 Job Truss Truss Type City Ply Grand Car@on 9' Porch T4075043 M113l1 A5 SPECIAL 9 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Wed May 11 12:03:02 2011 Page rt-O-Q 7-8-5 , 10-1-4 17-0.0 , 20 4-8 i 26-4-0 34-0-0 35-0-Q 1-0 7-8-5 2.97 6-5-12 3.4.8 5-11-8 7-8-0 Scale = 1:61.3 Sx8 M1120= 4.00 12 6 2x3 M112011 2x3 M112011 3x6 M1120- 7 3x6 M1120� 2x3 M1120� 4 5 8 3x4 M1120-- 3 9 N 2 14 1 10 11 7x10 M1120= 15 Im 0 16 c 3x10 M1120% 13 12 3x6 M1120zz� 2.00 12 5x10 M1120= 2x3 M112011 10-6-4 20.4-8 26.4.0 34-0.0 10-6-4 9-10.4 5-11-8 7-8.0 Plate Offsets KY): : 2:0-3-11 0-1-8 10:0-3-14 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.73 Vert(LL) 0.73 14 >544 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.97 Vert(TL) -1.44 13-14 >277 240 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(TL) 0.45 10 n/a n/a BCDL 10.0 Code FBC2007/rP12002 (Matrix) Weight: 154 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 2-4-3 oc purlins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2 X4 SYP No.3 *Except* WEBS 1 Row at micipt 6-14 6-14: 2 X 4 SYP M 30 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1350/0-8-0, 10=1348/0-8-0 Max Horz2=-153(LC 6) Max UpIM2=-858(LC 3), 10= 858(LC 4) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3— 5575/3114, 3-5=-5238/2804, 5-6= 5243/2908, 6-7=-2471/1445, 7-9— 2520/1368, 9-10=-3169/1750 BOT CHORD 2-14=-2965/5275, 13-14=-1013/2184, 12-13=-1531/2933, 10-12=-1531/2933 WEBS 3-14=-299/395, 5-14=-222/275, 6-14=-1827/3309, 6-13=-342/543, 9-13— 664/551, 9-12=0/252 NOTES 1) Unbalanced roof live loads have been considered for this design. 111111111►/11 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 %%%�\;,•�G E•N S, • �.�v ••.• ,� 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �% �` 2 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 fir between the bottom chord and any other members, with BCDL = IO.Opsf. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building designer N , 1 ' 6 • /� should verify capacityXf * �r /�•; bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 858 lb uplift at joint 2 and 858 Ib uplift at jc;t / . ���! • >z 10. SATE OF ' LOAD CASE(S) Standard iCT •�` P •• _�� ��i�•••COR�O, \% 111 FL Cert. 6634 May 11,201 A WARNING - Verifg d� Ign parameie,s and REdD NOTES ON THIS AND INCLUDED MITEK REPERENCE PAGE MH-7473 ren. 10-'08 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an Individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer -not truss designer. Bracing shown Is for lateral individual Additional temporary bracing to Insure stability during construction is the resporsibillity of the MiTek' support of web members only. ere for. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding I--I[R/'ORM.- fabricaiion,quality control, storage, delivery, erection and bracing, consult ANSI/rPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street Suite 312 Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type City Ply Grand Carlton 9' Porch T4075044 M 1131.1 A6 SPECIAL 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce Fl. 34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Wed May 11 12:03:03 2011 Page 1-0- 8-11-11 15-0.0 19.0.0 20.4.8 264-0 34-0.0 -0- 1-0- 8-11-11 6 0-6 4.0.0 1-4-8 5-11-8 7-8-0 1-0-0 Scale = 1:62.6 400 F12 5x10M1120% 5x6 M1120-- 5 6 2x3 M1120Q 3x6 M1120-- 3x4 M1120zz� 3x6 M1120-- 4 3 7 8 2 14 1 9 10 6x8 MII20= 13 91Im 3x4 M1120= 12 3x10 MII20= O 11 3x6 MII20� 5x6 M1120= 2x3 M1120 II 2.00 12 10-6-4 15-0-0 20-4-8 26 34.0-0 10.6.4 4-5-12 5-4-8 5-14-01-8 7.8-0 Plate Offsets X Y : 2:0-4-4 Ede 5:0-5-0 0-2-0 9:0-3-14 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (too) Well L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.97 Vert(LL) 0.69 2-14 >580 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.97 Vert(TL) -1.23 2-14 >324 240 BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(TL) 0.41 9 n/a n/a BCDL 10.0 Code FBC2007ITP12002 (Matrix) Weight: 152 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1305/0-8-0, 9=1305/0-8-0 Max Horz2=-138(LC 6) Max Uplift2=-875(LC 3), 9=-875(LC 4) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4= 5228/3137, 4-5=-4899/2898, 5-6=-2458/1548, 6-7=2330/1402, 7-9= 3059/1811 BOT CHORD 2-14=-2964/4955, 13-14=-1329/2512, 12-13— 110712171, 11-12=-1587/2829, 9-11=-1587/2829 WEBS 4-14= 369/478, 5-14=-1557/2665, 5-13=-412/277, 6-13=-313/575, 7-12=-754/601, 7-11=0/283 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber �Ar DOL=1.33 plate grip DOL=1.33 ;�' R� 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for 10.0 bottom live load live loads. ,o%\Q e %�Q�••' � C' E N S�`'•.92�� a psf chord nonconcurrent with any other 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle between the bottom members. 3-6-0 tall by 2-0-0 wide will it J 0-��"+1 '' 6 chord and any other 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacityZ'f bearing surface. — 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 875 lb uplift at joint 2 and 875 lb uplift at Mtn9. •�: TE OF �� LOAD CASE(S) Standard i T' A N 1111111 FL Cert. 6634 May 11,201 © WZRXIM - V,Hfii design paramders and READ NOTES ON THIS AND INCLUDED Dff=REFERENCE PAGE bRf-7473 rw. 10-'08 BEFORE USE. Design valid for use only with MiTek connectors. This design Is based only upon, parameters shown, and is for an Individual building component. �' Applicability of design paramenters and proper incorporation of component is responsibility of building designer -not truss designer. Bracing shown is for lateral Individual Additional temporary bracing to Insure during construction is the responsibillity, of the MiTek' support of web members only. stability erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding I — — fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street Suite 312 Alexandria. VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type City Ply Grand Carlton 9' Porch T4075045 M113i1 A7 SPECIAL 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce Ff. 34982 7.140 s Oct 12009 MiTek Industries, Inc. Wed May 11 12:03:05 2011 Page 1-0- 8-11-9 13-0-0 21-0-0 26-4-0 34.0.0 5-0 110- 8.11-9 4-0-7 8-0.0 5-4-0 7-8-0 0 0 Scale = 1:62.6 4x8 M1120% 4x8 1411120ZZZ� 4.00 F12 4 5 2x3 M1120 3 3x4 M1120_- 6 2 11 1 7 g n 7x8 MII20= I 3x10 Ml120= 10 o 9 3x6 M1120-- 5x12 M1120= 2.00 F12 2x3 M112011 10-6-4 13-0 0 20-4-8 26 4-0 34-0.0 10-6.4 2-5.12 7-4-8 5-11-8 7-8-0 Plate Offsets KY): : 2:0-4.4 Ede :0-3-14 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (]cc) I/dell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.77 Vert(LL) 0.66 2-11 >602 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.97 Vert(fL) -1.13 10-11 >355 240 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(TL) 0.41 7 n/a n/a BCDL 10.0 Code FBC2007/fP12002 (Matrix) Weight: 146 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 'Except' TOP CHORD Structural wood sheathing directly applied or 2-6-7 oc purlins. 1-4: 2 X 4 SYP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 cc bracing. BOT CHORD 2 X4 SYP M 30 WEBS 1 Row at midpt 4-10 WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1305/0-8-0, 7=1305/0-8-0 Max Horz2= 123(LC 6) Max Uplift2= 890(LC 3), 7=-889(LC 4) FORCES (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 5291/3195, 3-4=-4991/3006, 4-5=-2299/1492, 5-6=-2409/1503, 6-7=-3033/1827 BOT CHORD 2-11=-3012/5002, 10-11=-1821/3184, 9-10=-1601/2801, 7-9- 1601/2801 WEBS 3-11=-284/421, 4-11= 1309/2342, 4-10=-1032/675, 5-10=-116/454, 6-10= 617/510, 6-9=0/255 NOTES 1) Unbalanced roof live loads have been considered for this design. I 1 I1►/� 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; {{{{11 MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. ,% �� •' G ENS*,. G' ✓y 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� Q? •• �� :�iL 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 will If i - between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/f'PI 1 angle to grain formula. Building designer • ��6 ► should verify capacityxf * / bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 890 lb uplift at joint 2 and 889 lb uplift at j jt.0 �•� C 7. ` TIE OF ` 4f4t �; �,�' LOAD CASE(S) Standard .t` P •• _� ��i � O FS • p R , • G�e�� .,10 N e'f 111 FL Cert. 6634 May 11,201 Q WARNING- Verl& design parmnctera and READ AroTES ON 7Efs AND INCLUDED WTEKREFERENCE PAGE MII.7473 rev. 10-US BEFORE USE. Design valid for use only with MiTek connectors, This design Is based only upon parameters shown, and Is for an Individual building component. Applicability of design paramenters and proper Incorporation of component is responsibility of building designer -not truss designer. Bracing shown Is for lateral Individual Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek' support of web members only. erector. Additional permanent bracing of the overall structure is the: esponsibiity of the building designer. For general guidance regarding ppry�q �p fabrication, quality control, storage, delivery, erecfion and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute, 781 N. Lee Sheet, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type City Ply Grand Carlton 9' Porch T4075046 M113i1 A8 SPECIAL 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.140 s Oct 12009 MiTek Industries, Inc. Wed May 11 12:03:06 2011 Page 1-0- 8-11-9 11-0.0 15-8-4 20-4-8 230-0 26.1-3 34-0-0 1-0- 8-11-9 2 67 4-8.4 4.8-4 2-7-8 3-1-3 7-10 13 Scale = 1:62.6 5x6 MI120= 2x3 MII20 I I 5x10 MII20z:z� 3x4 MII20—_ 4.00 r 12 2x3 M1120 � 4 5 6 7 2x3 M1120� 3 FUI 8 1 2 13 9 10 I I0 1 _ 7x8 11120= 0 3x10 M11207::: 12 11 3x6 M1120z::� 2.00 12 5x12 M1120= 3x4 M1120= 10-6-4 20.4.8 z� 30 0 34-0-0 ' 10-6-4 9.10.4 2-7.8 11-0.0 Plate Offsets XY : 2:0-4-4 Ede 7:0-5-0 0-2-0 9:0-3-14 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (too) I/dell L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.75 Vert(LL) 0.69 13 >576 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.96 Vert(fL) -1.21 12-13 >331 240 BCLL 0.0 Rep Stress [nor YES WB 0.68 Horz(TL) 0.42 9 n/a n/a BCDL 10.0 Code FBC2007/fP12002 (Matrix) Weight: 151 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 *Except* TOP CHORD Structural wood sheathing directly applied or 2-7-0 oc purlins. 1-4: 2 X 4 SYP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2 X 4 SYP M 30 MiTek recommends that Stabilizers and required cross bracing be WEBS 2 X4 SYP No.3 installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1305/0-8-0, 9=1305/0-8-0 Max Horz2= 107(LC 6) Max Uplift2= 902(LC 3), 9=-902(LC 4) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5324/3282, 3-4= 4985/3051, 4-5=-4327/2666, 5-6= 2687/1741, 6-7=-2687/1741, 7-8=-2623/1654, 8-9= 2960/1878 BOT CHORD 2-13=-3086/5036, 12-13— 2118/3556, 11-12=-1324/2454, 9-11=-1648/2750 WEBS 3-13=-357/484, 4-13=-933/1546, 5-13=-426/922, 5-12= 1031/734, 7-12=-346/505, 7-11= 246/432, 8-11=-402/435 NOTES 1) Unbalanced roof live loads have been considered for this design. 1111 111 11/ 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat, 11; Exp C; enclosed; MWFRS (low-rise); Lumber e1 J O DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. e \G ENS�.• 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcuq rrent with any other live loads. ,��4,• 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 will f� i - between the bottom chord and any other members. / 1 6 6) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacityZf �k /� �k bearing surface. — — 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 902 lb uplift at joint 2 and 902 lb uplift at jctt.0 - 9' •� Sy ATE OF 'JJ LOAD CASE(S) Standard `GT • .(`� O •• \��� •• R 1 eel` . O . e�/SS;O N Al 1��,�, FL Cert. 6634 May 11,201 ® WARWNG - Verljlj drsiga parameters and READ NOTES ON THIS ADD INCLUDED i117TEK REFERENCE PAGE b91.7473 reu. 10-'08 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design poramenters and proper incorporation of component is responsibility of building designer -not truss designer. Bracing shown is for lateral individual Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek° support of web members only. erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding n o �•aronw- f=ncation, quality control, storage, delivery, erection and bracing, consult ANSI/rPll Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avalable from Truss Plate institute, 781 N. Lee Street, Suite 312 Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type Oty Ply Grand Carlton 9' Porch T4075047 M113t1 A9 HIP 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce R. 34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Wed May 11 12:03:08 2011 Page r1-0.Q 9-0-0 14-8-14 20-4-0 25.0-0 i 34-0-0 35V 01 9-0-0 5.8-14 5-7-2 4-8.0 9.0-0 t-0.0 Scale = 1:60.3 This truss is NOT symmetric. Proper orientation is essential. 7x10 MII18H 3x4 M1120= 2x3 M112011 4.00 12 7x10 M1118H-- 3 4 5 6 N1 2 V. 7 8 N C. 0 Im 0 3x5 MIIM0 14 13 12 11 10 9 3x5 M1120-- 3x6 M1120= 3x4 M1120= 5x8 M1120= 2x3 M 1120 11 2x3 M112011 3x6 M1120= 9-0-0 14-8-14 20-4-0 25.0-0 34-0.0 9-0-0 5-8-14 5-7-2 4-8-0 9-0-0 Plate Offsets KY): 2:0-3-14 0-1-8 3:0-5-0 0-2-0 6:0-5-0 0-2-0 7:0-3-14 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.52 Vert(LL) 0.18 2-14 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.43 Vert(fL) -0.40 2-14 >604 240 M1118H 195/188 BCLL 0.0 Rep Stress [nor YES WB 0.95 Horz(TL) 0.03 7 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 148 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=692/0-8-0, 11=1534/0-8-0, 7=385/0-8-0 Max Horz2=92(LC 5) Max Uplift2=-533(LC 3), 11=-948(LC 3), 7=-365(LC 6) Max Grav2=704(LC 7), 11=1534(LC 1), 7=410(LC 8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1159/711, 3-4=-491/387, 4-5= 382/760, 5-6=-3821760, 6-7=-269/199 BOT CHORD 2-14=-604/1027, 12-14=-604/1037, 11-12=-234/491 WEBS 3-14=0/335, 3-12= 637/418, 4-12=-149/416, 4-11= 1362/875, 5-11=-293/254, 6-11=-1054/671, 6-9=0/319 NOTES 1) Unbalanced roof live loads have been considered for this design. 111111 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber ��11 J O,�// DOL=1.33 plate grip DOL=1.33 • ��� 3) Provide adequate drainage to prevent water ponding. ,�� �� •''G E N S'� ••. 9iL �� 4) All plates are MT20 plates unless otherwise indicated. Q.r,•, �,� 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 live load 20.Opsf the bottom in rectangle _ 16 • �� - 3-6-0 tall by 2-0-0 wide will a � ` TS 1 a of on chord all areas where a between the bottom chord and any other members. • * :• 7 Provide mechanical connection others of truss to bearing late capable of withstanding 533 lb uplift at joint (by ) 9 P aP 9 P J 2, 948 lb uplift at joint 13 P 1 and 365 lb uplift at joint 7. • .0 ; b LOAD CASE(S) Standard lo;'/ Si ATE O F : �'J/ •��� R�p• IN A 4l"'111111100 FL Cert. 6634 May 11,201 ® WAPJOM - Vmj& design parameters and READ NOTES ON THIS AND INCLUDED WEK REFERENCE PAGE W1 7473 — 10-'OS BEFORE USE. - Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and is for an individual building component. LEI Applicability of design poramenters and proper incorporation of component Is responsibility of building designer -not truss designer. Bracing shown is for lateral individual Additional temporary bracing to Insure stability during construction is the responsibillity of the MiTek' support of web members only. erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding ows o nenraa c- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI7rP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Sheet Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type Oty Ply Grand Carlton 9' Porch T4075048 M1131.1 A COMMON 9 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce Ff. 34982 7.140 s Oct 12009 MiTek Industries, Inc. Wed May 11 12:02:59 2011 Page ri-O-Q 6-7-13 , 12-4-13 , 17-0.0 , 21-7-3 27-4-3 34-0-0 35-0-Q F1-0.0 6-7-13 5.9-0 4-7-3 4-7-3 5-9-0 6-7-13 1-0-0 Scale = 1:59.4 4.00 12 4x5 M1120= 6 19 2x3 M112011 18 2x3 M112011 3x6 M1120% 5 7 3x6 M1120zz� 3x4 MI1201::- 4 8 3x4 MII20-- 3 9 N1 2 10 11 I' � 16 20 21 13 3x8 M1120= 17 15 14 12 3x8 M1120= 4x6 M1120= 2x3 M112011 3x8 M1120= 3x8 M1120= 06 M1120= 2x3 M112011 13 12-4-13 21-7-3 27.4-3 _ 34-0.0 6-7-13 5.9.0 9-2-7 5-9-0 6-7-13 LOADING (pst) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.41 Vert(LL) -0.38 14-15 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.70 Vert(fL) -0.82 14-15 >486 240 BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(TL) 0.16 10 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 163 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 3-8-7 oc purlins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 5-5-13 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1410/0-8-0, 10=1410/0-8-0 Max Horz2=-154(LC 6) Max Uplift2=-880(LC 3), 10=-880(LC 4) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3400/1847, 3-5= 2844/1510, 5-6= 2837/1618, 6-7=-2837/1618, 7-9=-2844/1509, 9-10= 3400/1848 BOT CHORD 2-17=-1743/3154, 15-17=-1743/3154, 14-15=-937/2064, 12-14=-1633/3154, 10.12=-1633/3154 WEBS 6-14=-584/951, 7-14= 298/327, 9-14=-560/479, 6-15=-584/951, 5-15=-298/328, 3-15=-560/477 NOTES 1) Unbalanced roof live loads have been considered for this design. 1111111111 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); Lumber `J%%1 J O, I1� DOL=1.33 plate grip DOL=1.33 s�% % \Q • • •E 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. %�� GN •, •� �j S� �� 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 fits Q? •• �,\ •;9jL between the bottom chord and any other members, with BCDL = 10.Opsf. • 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 880 lb uplift at joint 2 and 880 Ito uplift at join$ 1 ' lS 10. = � 6% �r 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 50 lb down and 21 lb up at 15-0-0= % and 50 Ito down and 21 Ito up at 19-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. p • /� 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 7 qT E O F LOAD CASE(S) Standard Plate Increase=1.25 iCT'• .�` V. �i� 1) Regular: Lumber.lncrease=1.25, Un'IformLoads (plo O Fj \ % Vert: 1-6 I-54, 6-11=-54, 2-20=-20, 20-21=-60, 10-21=-20 Concentrated Loads (lb) 1/11111�� Vert: 18= 50(F) 19= 50(F) FL Cert. 6634 May 11,201 ® WARMING - Ve -IJ21 design parm tdt and READ NOTES ONTRIS AND INCLUDED W rEKREFERENCE PAGE riIIF7473 rea. 10-M BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an Individual building component. Applicability of design paromenters and proper Incorporation of component is responsibility of building designer -not truss designer. Bracing shown individual Additional temporary bracing to insure during Is the responslbillity of the MiTek" is for lateral support of web members only. stability construction erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding wwsa a fabrication quality control, storage, delivery, erection and bracing, consult ANSI/rPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street Suite 312 Alexandria VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type City Ply Grand Carlton 9' Porch T4075049 M11311 GRA HIP 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce R. 34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Wed May 11 12:50:21 2011 Page 1 r1-0-Q 8-0-0 11-1-0 17-0.0 18-6-0 22-2-2 26-0-0 34-0.0 35.0-0 i-0-0' 8-0-0 3-1-0 i 5-11-0 1-6.0 3-8-2 3-9-14 8-0.0 1-0- (+)Top chord must be braced by end Scale =1:61.2 jacks, roof diaphragm, or properly 4x5 MII2o— connected purlins as shown. 11 14 9 3x5 M1120= 1Ox10 M1120= 6 17 6x12 MII20� 7x12 M1120 � 4 19 4.00 12 3 7 8 12 13 15 1 182 21 10 + 3x6 M1120= 2 22 n 23 1N IJ, 3x5 MI120= 29 28 27 26 25 24 3x5 M1120= 3x6 M1120= 7x8 M1120= 5x6 MI120= 3x5 M1120 11 6x8 M1120= 3x6 M1120= This truss is NOT symmetric. Proper orientation is essential. 8-0-0 11-1-0 18-6-0 26-0-0 34-0-0 8.0-0 3-1-0 7-5-0 7-6-0 8-0-0 Plate Offsets X 2:0-2-4 0-1-8 3:0-5-O,Ed a 18:0-0-0,0-0-0 21:0-5-0 Ed a 22:0-2-4 0-1-8 27:0-3-8 0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.98 Vert(LL) 0.14 22-24 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.51 Vert(I•L) -0.24 2-29 >533 240 BOLL 0.0 Rep Stress Incr NO WB 0.72 Horz(TL) 0.03 22 n/a n/a BCDL 10.0 Code FBC2007/rP12002 (Matrix) Weight: 194lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 4-10-11 oc purlins. BOT CHORD 2 X 4 SYP M 30 Except: WEBS 2 X 4 SYP No.3 2 Rows at 1/3 pts 8-21 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 7, 8, 19, 17, 14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 0-8-0. (lb) - Max Harz 2= 154(LC 6) Max Uplift All uplift 100 lb or less at joint(s) except 2= 393(LC 3), 27=-1384(LC 5), 26=-1697(LC 4), 22— 711(LC 4) Max Grav All reactions 250 lb or less at joint(s) except 2=468(LC 7), 27=1805(LC 1), 26=2446(LC 1), 22=882(LC 1) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-524/345, 3-5=-510/774, 5-7=-736/1100, 7-8= 736/1100, 8-10= 736/1100, 10-12= 736/1100, 12-13=-736/1100, 13-15=-736/1100, 15-16=-736/1100, 16-18=-736/1100, 18-20=-1733/1453, 20-21=-1733/1453, 21-22= 1859/1334, 4-6= 140/290, 6-9=-99/356, 0, 9-11=-52/411, 11-14=-123/474,14-17=-45/344, 17-19=-93/279 • •.E.•�' BOT CHORD 2-29= 342/438, 28-29=-282/344, 27-28=-282/344, 26-27=-688/581, 25-26=-354/461,.•' • G NSF •'. 9/L 24-25=-354/461, 22-24=-1144/1704 \.\ i `���Q?: WEBS 3-29=-523/811, 3-27=-1452/1126, 5-27=-526/667, 5-26=482/421113-26=-8327710, - 18-26=-1876/1617, 18-24= 1020/1544, 4-5— 440/524, 19-20= 238/314, 14-15=-472/441 J 6 NOTES %E //•: :• ��� 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber= ;'� DOL=1.33 plate grip DOL=1.33 ; S;, ATE OF 3) Provide adequate drainage to prevent water ponding. ll 4) All plates are 2x3 M1120 unless otherwise indicated. �` T •• Q �.• �� O 1 '���s 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •; R �� ' "' • • 6) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will �j, s� ��� �% N Al fit between the bottom chord and any other members. 111111111 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 393 lb uplift at joint 2, 1384 lb uplift at joint 27,1697 lb uplift at joint 26 and 711 lb uplift at joint 22. 8) Design assumes 42 (flat orientation) pudins at oc spacing indicated, fastened to truss TC w/ 2-1Od nails. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 641 lb down and 518 lb up at FL Cert. 6634 26-0-0, and 641 lb down and 518 lb up at 8-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. May 11,201 1 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). ® WARNING - VeHA design pararnete and READ NOTES ON THIS AND INCLUDED MITEKREFERENCE PAGE DEI-7473 r . 10-'08 BEFORE USE. Design valid for use only with MiTek connectors. Ibis design is based only upon parameters shown, and is for an individual building component. � Applicability of design paramenters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown s flateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the or' MiTek" erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/rPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Sheet, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type Oty Ply Grand Carlton 9' Porch T4075050 M113t1 GRB HIP 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce R. 34982 7.140 s Oct 1 2009 MITek Industries, Inc. Wed May 11 12:03:12 2011 Page r1-0-Q 7-0.0 13-8-14 20-4-0 27-0-0 34-0-0 35-0-Q 110-0 7 0 0 6-8-14 6-7-2 6.8-0 7-0-0 1.0-0 Scale = 1:60.5 7x10 M1118H % 3x8 M1120= 4.00 12 3x6 M1120= 2x3 M112011 6x10 MII20� 3 16 17 18 4 5 19 20 6 21 22 23 7 2 8 9 1 Io 3x6 M1120% i5 24 14 25 26 13 27 28 29 12 30 31 11 32 10 3x4 M1120= 2x3 M112011 4x6 M1120= 3x4 M1120= 7x8 M1120= 3x6 M1120= 2x3 M112011 This truss is NOT symmetric. Proper orientation is essential. 7-0-0 13.8.14 20-4-0 27-0-0 34.0-0 7-0-0 6-8-14 6 7-2 6-8-0 7-0-0 Plate Offsets X 2:0-3-14 0-1-8 3:0-5-0 0-2-0 4:0-3-8 0-1-8 7:0-5-0 0-2-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (too) I/dell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TO 0.87 Vert(LL) 0.21 13-15 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.69 Vert(fL) -0.40 13-15 >593 240 M1118H 195/188 BCLL 0.0 Rep Stress Incr NO WB 1.00 Horz(TL) 0.10 8 n/a n/a BCDL 10.0 Code FBC2007/TP12002 (Matrix) Weight: 148 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 3-11-4 oc purlins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 5-7-15 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-12, 7-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1251/0-8-0, 12=3292/0-8-0, 8=592/0-8-0 Max Horz2=77(LC 5) Max Uplift2=-855(LC 3), 12=-2012(LC 3), 8= 459(LC 6) Max Grav2=1254(LC 7), 12=3292(LC 1), 8=604(LC 8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2998/1795, 3.4=-2012/1299, 4-6=-908/1583, 6-7=-908/1584, 7-8=-1040/595 BOT CHORD 2-15=-1644/2780, 13-15=-1653/2820, 12-13=-1177/2012, 10-12= 462/972, 8-10=-454/934 WEBS 3-15=-149/784, 3-13=-862/552, 4-13=-82/779, 4-12=-3806/2345, 6-12=-8091766, 7-12= 2675/1602, 7-10= 138/762 NOTES �t11111111►11 1) Unbalanced roof live loads have been considered for this design. ��� 3 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); Lumber ' o00 DOL=1.33 plate grip DOL=1.33 e�� �� • • G ESN ij `�� S�`••. 9iL o0 3) Provide adequate drainage to prevent water ponding. �� Q`r; 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. y 1 6 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will�t * : • / �`� ; ,it o between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 855 lb uplift at joint 2, 2012 lb uplift at joint22.0 r and 459 Ito uplift at joint 8. S I'AT E O F 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 106 lb down and 147 lb up at 7-0-( G' •• 115 lb down and 128 lb up at 9-0-12, 115 lb down and 128 lb up at 11-0-12, 115 lb down and 128 lb up at 13-0-12, 115 lb down and 12tS,;;, ldown and 128up at 17-0-0,115 and1 lb1 28 lb up at oR `Q ool,l� • ` ••• C%\ 11 ��` lb down and 128 Ito pat22-11-4, and 5 lb down and 128bu p at and 146 lb own an47 lb up att27-0-0 on p chord, and ''�,,5/0 437 lb down and 196 lb up at 7-0-0, 90 lb down at 9-0-12, 90 lb down at 11-0-12, 90 lb down at 13-0-12, 90 lb down at 15-0-12, 90 lb N A1- It" down at 17-0-0, 90 Ito down at 18-11-4, 90 lb down at 20-11-4, 90 lb down at 22-11-4, and 90 lb down at 24-11-4, and 437 lb down and 00111111111 196 lb up at 26-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). FL Cent. 6634 LOAD CASE(S) Standard May 11,201 Continued on page 2 © WARNING. V.Vydeslg.p...te and READ NOTES ONTHIS AM INCLUDEDWYMREFERENCE PEGS rATI-7473 fro. 10-'08BEFORE USE. Design valid for use only with MITek connectors. lids design Is based only upon parameters shown, and is for an Individual building component. Applicability of design paromenters and proper incorporation of component is responsibility of building designer -not truss designer. Bracing shown is for lateral of individual only. Additional temporary bracing to insure during construction is the responsibillity, of the MiTek" support web members stability erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding I-- PER... fabdcation, quality control, storage, delivery, erection and bracing, consult ANSVrPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Sheet, Suite 312 Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type Qty Ply Grand Carlton 9' Porch T407505C M113T1 GRB HIP 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce Fl. 34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Wed May 11 12:03:12 2011 Page 2 LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf l Vert: 1-3=-54, 3-7=-54, 7-9= 54, 2-8— 20 Concentrated Loads (Ib) Vert: 3=-106(B) 5— 115(B) 7= 106(B) 15=-437(8) 10=-437(B) 16=-115(B) 17=-115(B) 18=-115(B) 19— 115(B) 20= 115(B) 21=-115(B) 22=-115(B) 23=-115(B) 24=-45(B) 25=-45(B) 26=-45(B) 27=-45(B) 28=-45(B) 29=-45(B) 30=-45(B) 31=-45(B) 32=-45(B) ,11111�111/�� .�`°�,�Q 3 O 'Q'rN\' 6 E N '6 � P * • ���: r � • � • tiL r P�•��S,�A' TE OF :'U CY w /O N AL 00 "'It1111111" FL Cert. 6634 May 11,201 0 WARNING- VeHjb dslgn parauwtera and READ NOTES ON THIS AM INCLUDED AaTEK REFERENCE PAGE DIH-7473 rea. 10 US BEFORE USE, Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Applicability of design paramenters and proper Incorporation of component is responsibility of building designer -not truss designer. Bracing shown is for lateral individual web only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek" support of members erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding ,,--.1— fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria VA 22314. Tampa, FL 33610-4115 Job M113P1 MONO TRUSS T40750511 1-0-0 1 1-0-0 3x4 M1120= 1-0.0 IN Scale = 1:6.21 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.17 Vert(LL) 0.00 2 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.03 Vert(fL) -0.00 2 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2007/rP12002 (Matrix) Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=125/0-8-0, 2=125/0-8-0, 4=1/Mechanical Max Horz2=66(LC 3) Refer to MiTek "TOE -NAIL" Detail for connection to supporting Max Uplift2=-190(LC 3) carrier truss (typ all applicable jacks on this job). Max Grav2=125(LC 1), 2=125(LC 1), 4=16(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. ` �� o o 1 I I fill,, ,, 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 190 lb uplift at joint 2. , LOAD CASE(S) Standard i E NJ X SKATE OF 'QJ FL Cert. 6634 May 11,201 0 WARNM - V-4fi, f deign parameters and READ NOTES ON THIS AND INCLUDED A97EKREFERENCE PAGE M-7473 r . 10-'OS BEFORE US& A Design valid for use only with Mffek connectors. This design is based only upon parameters shown, and Is for an Individual building component. � Applicability of design paramenters and proper incorporation of component Is responsibility of building designer - not truss designer. Bracing shown individual Additional temporary bracing to Insure during construction is the responsibillity of the MiTek' is for lateral support of web members only. stability erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding 1­ —­ fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/rPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 Qty I Ply I Grand Carlton 9' Porch M1131'1 1,12 1 MONO TRUSS Truss Inc., Fort Pierce FI.34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Wed May 11 12:03:13 2011 -1.0-0 2-0-0 1-0.0 2-0-0 Scale = 1:7, 3x4 M1120= LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2007ITP12002 CSI TC 0.17 BC 0.06 WB 0.00 (Matrix) DEFL in Vert(LL) -0.00 Vert(TL) -0.00 Horz(TL) -0.00 (loc) I/defl Ud 2 >999 360 2-4 >999 240 3 n/a n/a PLATES GRIP M1120 249/190 Weight: 8lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=144/0-8-0, 4=19/Mechanical, 3=35/Mechanical Max Horz2=73(LC 3) Max Uplift2= 165(LC 3), 3=-34(LC 4) Max Grav2=144(LC 1), 4=38(LC 2), 3=35(LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord five 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. ttt J 111111111 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 165 Ito uplift at joint 2 and 34 lb uplift at joint 3. `�� 1 O , 14 LOAD CASE(S) Standard 1 ' 6 :ice �•!� S;t"AT E OF 0 •.off 11111111 FL Cert. 6634 May 11,201 0 WARN/NG - Wrffy design parameters and READ NOTES ON THIS AND INCLUDED M(TEK REPERENCE PAGE MR-7473 ren. 10-'08 BEFORE USE. Design valid for use only with M(Tek connectors. This design Is based only upon parameters shown, and is for an Individual building component. ME Applicability of design paramenters and proper Incorporation of com ponent is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibilllty of the MiTek" erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding ♦e wea rn orwron c- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/fPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Sheet, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 M11311 1 J3 1 MONO TRUSS 34982 1-0-0 3.0.0 1-0 0 3.0-0 3x4 M1120= 7.140 s Oct 12009 MiTek Industries, Inc. Wed May 11 12:03:13 2011 Scale = 1 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2007/TPI2002 CSI TC 0.26 BC 0.11 WB 0.00 (Matrix) DEFL in Vert(LL) -0.00 Vert(rL) -0.01 Horz(TL) -0.00 (loc) I/dell Ud 2-4 >999 360 2-4 >999 240 3 n/a n/a PLATES GRIP M1120 249/190 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=49/Mechanical, 2=184/0-8-0, 4=25/Mechanical Max Horz2=92(LC 3) Max Uplift3=-48(LC 4), 2=-204(LC 3) Max Grav3=49(LC 1), 2=184(LC 1), 4=50(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. ►►►111111//�/ 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 48 lb uplift at joint 3 and 204 lb uplift at joint 2. ��� 1 O, LOAD CASE(S) Standard F—FL Cert. 6634 May 11,201 © WARNING - Ve J& d-1ga parametere and READ NOTES ONTHIS AND INCLUDED MITEK REFERENCE PAGE MI-7473 ren. 10-'08 BEFORE USE. A Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an Individual building component, Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral individual Additional temporary bracing to Insure during construction is the responslbillity of the MiTek" support of web members only. stability erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding —...-PSn ... fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Taus Plate Institute, 781 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610-4115 M113T1 Truss Type MONO TRUSS 1 Job FI.34982 3X4 M1120= 4-0-0 7.140 s Oct 1 2009 MiTek Industries, Inc. Wed May 11 12:03:14 2011 Scale = 1:11.21 4-0-0 4-0-0 LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) Well L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.26 Vert(LL) -0.01 2-4 >999 360 M1120 2491190 TCDL 7.0 Lumber Increase 1.25 BC 0.21 Vert(rL) -0.02 2-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 14 lb LUMBER TOP CHORD 2 X 4 SYP No.3 BOT CHORD 2 X 4 SYP No.3 REACTIONS (lb/size) 3=81/Mechanical, 2=216/0-8-0, 4=35/Mechanical Max Horz2=113(LC 3) Max Uplift3=-87(LC 3), 2=-215(LC 3) Max Grav3=81(LC 1), 2=216(LC 1), 4=70(LC 2) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 87 lb uplift at joint 3 and 215 lb uplift at joint 2. LOAD CASE(S) Standard i N--.-1,6 - e - �b: �;.. "ATE OF ' t4/ /O N �. ts, w FL Cert. 6634 May 11,201 © WARHING - Ve ifij de iga paraomte and READ NOTES ON THIS AND INCLUDED MITEKREPRRBNCE PAGE M-7473 ree. 20-'08 BEFORE USE. Design valid for use only with MiTek connectors, This design Is based only upon parameters shown, and is for an Individual building component. ��j� Applicability of design paramenters and proper Incorporation of component is responsibility of building designer -not truss designer. Bracing shown 15 for lateral support of individual web members only. Additional Temporary b acing to Insure stability dur ng construction is the responsiblllity of the MiTek" erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding ewca o vcasnn c- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/rPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312 Alexandria, VA 22314. Tampa, FL 33610-4115 rruss I M113T1 I J5 1 MONO TRUSS Grand Carlton 9' Porch 5-0-0 3x4 M1120= 7.140 s Oct 1 2009 MiTek Industries, Inc. Wed May 11 12:03:14 2011 Scale = 1:12.9 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2007/TPI2002 CSI TC 0.37 BC 0.34 WB 0.00 (Matrix) DEFL in Vert(LL) -0.03 Vert(rL) -0.06 Horz(TL) -0.00 (loc) I/defl Ud 2-4 >999 360 2-4 >866 240 3 n/a n/a PLATES GRIP M1120 249/190 Weight: 17lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=111/Mechanical, 2=250/0-8-0, 4=45/Mechanical Max Horz2=134(LC 3) Max Uplift3— 123(LC 3), 2=-231(LC 3) Max Grav3=111(LC 1), 2=250(LC 1), 4=90(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 111111111///// 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 123 lb uplift at joint 3 and 231 lb uplift at joint ♦,`��\P j 01 2. F J# LOAD CASE(S) Standard FL Cert. 6634 May 11,201 © WARWNG - Verifij design paranc dt and READ NOTES ON THIS AAm INCLUDED Iff=REFERENCE PAGE PHI.7473 ren. 10-'O8 EEFORE USE. a Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the MiTek" erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding 1-m IERiOFK- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPll Quality Criteria, DSB-69 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 Jo Truss Type M 13'ri 1J6uss MONO TRUSS Oty Ply 1 Grand Carlton 7.140 s Oct 12009 MiTek Industries, Inc. Wed May 11 12:03:15 2011 -11-0 6-0-0 1-0-0 6-0-0 Scale = 1:14.51 3x4 M1120= LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2007/TP12002 CSI TC 0.60 BC 0.51 WB 0.00 (Matrix) DEFL in Vert(LL) -0.06 Vert(TL) -0.14 Horz(TL) -0.00 (loc) I/dell L/d 2-4 >999 360 2-4 >476 240 3 n/a n/a PLATES GRIP M1120 249/190 Weight: 20lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=140/Mechanical, 2=285/0-8-0, 4=55/Mechanical Max Horz2=155(LC 3) Max Uplift3=-158(LC 3). 2=-248(LC 3) Max Grav3=140(LC 1), 2=285(LC 1), 4=110(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 11111111 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 158 lb uplift at joint 3 and 248 lb uplift at joint �\p3. Q ,111 eee�, 2. LOAD CASE(S) Standard �•`Q�`���c E NSF.�y2,. i v _ J 1 6 STATE OF �(! 0 �<U: 4 OR S °° i�eees�O N A�� 111 FL Cert. 6634 May 11,201 A WARNING - Verify design par-7 de and READ NOTES ON THIS AND ]MCLUDED MTTEK REFERENCE PAGE 991-7473 reo. 10-'08 BEFORE USE. Deslgn valid for use only with MiTek connectors, This design is based only upon parameters shown, and is for an Individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not taus designer. Bracing shown NEE is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the MiTek" erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding pOWlq io p6gIOgN- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Qualify Criteria, DSE-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Taus Plate Institute, 781 N. Lee Street, Suite 312 Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type Oty Ply Grand Carlton 9' Porch T4075057 M113V J7 MONO TRUSS 11 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI.34982 7.140 s Oct 1 2009 MiTek Industries. Inc. Wed Mav 11 12:03:15 2011 Pape 1-0-0 7-0-0 Scale: 3/4'=1' 3x4 M1120= LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2007/TPI2002 CSI TC 0.37 BC 0.71 WB 0.00 (Matrix) DEFL in Vert(LL) -0.11 Vert(fL) -0.27 Horz(TL) -0.00 (loc) I/defl Ud 2-4 >722 360 2-4 >289 240 3 n/a n/a PLATES GRIP M1120 249/190 Weight: 23lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=169/Mechanical, 2=321/0-8-0, 4=65/Mechanical Max Horz2=176(LC 3) Max Uplift3=- 191 (LC 3), 2= 267(LC 3) Max Grav3=169(LC 1), 2=321(LC 1), 4=130(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1,33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 1►111 1111111� 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 191 lb uplift at joint 3 and 267 lb uplift at joint ♦,,\p J 2. I� LOAD CASE(S) Standard SA AT E OF :1 -i�sS;� FL Cert. 6631 A WARNING-Verib d�fgr P—u des and READ NOTES ONTHIS AND MCLIMED NIITEKREPERENCEPAGEb11I.7473 reo. 10•'08 BEFORE USE, Design valid for use only with Mftek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of bulding designer - not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the resporuiblllity of the MiTek" erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding ♦ewes ro vs -- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd., Safety Information available from Tres Plate Institute, 781 N. Lee Sheet, Suite 312 Alexandria, VA 22314. Tampa, FL 33610-411— Job Truss Truss Type City Ply Grand Carlton 9' Porch T4075058 M113V J8 MONO TRUSS 10 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI.34982 7.140 s Oct 12009 MiTek Industries, Inc. Wed May 11 12:03:16 2011 Page -1-0-0 __ 8-0-0 1-0-0 8-0-0 Scale = 1:17.7 3x4 M1120= LOADING (psf) TOLL 20.0 TCDL 7.0 BOLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2007/TPI2002 CSI TC 0.36 BC 0.28 WB 0.00 (Matrix) DEFL in Vert(LL) -0.14 Vert(TL) -0.35 Horz(TL) -0.00 (loc) I/dell Ud 2-4 >638 360 2-4 >255 240 3 n/a n/a PLATES GRIP M1120 249/190 Weight: 26lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 31 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP M 31 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=197/Mechanical, 2=357/0-8-0, 4=75/Mechanical Max Harz 2=197(LC 3) Max Uplift3=-223(LC 3), 2= 286(LC 3) Max Grav3=197(LC 1), 2=357(LC 1), 4=150(LC 2) FORCES (lb) - Max, Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber D0L--1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. ,,,1111111111 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 223 lb uplift at joint 3 and 286 lb uplift at joint ,0,�d\p J O,R,I,� 2. LOAD CASE(S) Standard / �� / • cc Z E OF :• L[/ 0 (V � ®� N FL Cert. 6634 May 11,201 A WARMING - Vert,/iy deign P—wwtem and READ NOTES ON MIS 6Rm INCLUDED M77EKREPERENCR PAGE RSlI-7473 r—. I0-'08 BEFORE USE. p Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. � Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral individual Additional temporary bracing to insure stability during construction is the responsibilllty of the MiTek' support of web members only. erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding e fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type Qty Ply Grand Carlton 9' Porch T4075059 M113i1 KJ7 MONO TRUSS 2 1 Job Reference (optional) _ Chambers Truss Inc., Fort Pierce FI.34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Wed May 11 12:03:17 2011 Page 1-5-0 6.6-12 9-10-1 1-5-0 6.8-12 3-1-5 Scale = 1:20.8 4 2.83 12 3x4 M1120= 3 8 7 2 c 9 10 6 11 5 3x4 MII20= 2x3 M1120 11 3x4 MII20= 6.8-12 9-10-1 6.8-12 3-1-5 Plate Offsets X Y : 5:0-0-2 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in ([cc) I/defl Ud PLATES GRIP TOLL 20.0 Plates Increase 1.25 TO 0.25 Vert(LL) -0.04 2-6 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.28 Vert(fL) -0.11 2-6 >999 240 BOLL 0.0 Rep Stress Incr NO WB 0.19 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2007ITP12002 (Matrix) Weight: 38 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 4=45/Mechanical, 2=455/0-11-5, 5=412/Mechanical Max Horz2=176(LC 3) Max Uplift4=-50(LC 3), 2=-405(LC 3), 5— 249(LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-757/365 BOT CHORD 2-6=-439/69515-6=-439/695 WEBS 3-6=0/333, 3-5=-802/507 NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. %•E 4) Refer to girder(s) for truss to truss connections. NJ 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 50 lb uplift at joint 4, 405 lb uplift at joint 2 an�►; ' �,� C' �`�%w' 249 lb uplift at joint 5. �^ 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 5 lb down and 14 lb up at 4-4-0, 5 Irl y_,� • ��1 6 down and 14 lb up at 4-4-0, and 57 lb down and 74 lb up at 7-1-15, and 57 lb down and 74 lb up at 7-1-15 on top chord, and 24 lb upZt �Ir : � 1-6-1, 24 lb up at 1-6 10 lb down at 4-4-0, 10 lb down at 4-4-0, and 50 lb down at 7-1-15, and 50 lb down at 7-1-15 on bottom ch(=d. The design/selection of such connection device(s) is the responsibility of others. .•� 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). /� + I AY E OF v LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 �'.• iC` P ,: ��; i •.; Q \ � \ Un'IformLoads (pill) R ,°ss�� Vert: 1-4 I-54, 2-5=-20 v A1- Concentrated Loads (lb) 111/10/ Vert: 7=10(F=5, B=5) 8— 115(F— 57, B=-57) 9=38(F=19, B=19) 10=-10(F=-5, B=-5) 11=-50(F= 25, B=-25) FL Cert. 6634 May 11,201 ® WARNING - Veil& design pa yneters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE LIU-7473 mo. 10-'08 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. NMI" Applicability of design paramenTers and proper Incorporation of component is responsibility of building designer -not buss designer. Bracing shown is for lateral individual Additional temporary bracing to Insure stability during construction is the responsiblllity of the MiTek" support of web members only. erector. Additional permanent bracing of the overall structure is the responsibllify of the building designer. For general guidance regarding POWHR is P..' Nw.' fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/rPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type City Ply Grand Carlton 9' Porch T4075060 M11311 KJ8 MONO TRUSS 2 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI.34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Wed May 11 12:03:17 2011 Page 1-5-0 7-3.4 11-3-0 7-3-4 3-11-12 Scale = 1:20.6 4 2.83 F12 3x4 M1120 3 8 2 7 6 3x4 MII20= 2x3 M112011 3x4 MII20= 5 L 7-3-4 , 11-3-0 7-3-4 3.11-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.37 Vert(LL) -0.05 2-7 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.34 Vert(TL) -0.14 2-7 >906 240 BCLL 0.0 Rep Stress Incr NO WB DAD Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code FBC2007/rP12002 (Matrix) Weight: 44 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD.. Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 8-5-15 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 4=202/Mechanical, 2=480/0-11-5, 6=563/Mechanical Max Horz2=270(LC 3) Max Uplift4=-229(LC 3), 2=-373(LC 3), 6=-318(LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1118/560 BOT CHORD 2-7=-746/106016-7— 746/1060 WEBS 3-7=0/331, 3-6=-1164/819 NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat, 11; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit ,OIY 111111 /�� between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. �E` 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 229 Ib uplift at joint 4, 373 lb uplift at joint 2 %° 0 318 lb 6. �,^� C' N and uplift at joint 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). i - CASE(S) Standard•; • N�01 6LOAD 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 j Uniform Loads (plf) D ; ` / Vert:1-8=-54 • SPATE OFo : �• Trapezoidal Loads (plf) Vert: 8=0(F=27, B=27)-to-4=-152(F— 49, B= 49), 2=-2(F=9, B=9)-to-5— 56(F=-18, B=-18) �Al Q P� ;�`�� F R �i O C? °° ,04- S�ONA� ��0% FL Cert. 6634 May 11,201 ® WARNING - Verify desiga parameters and RFAD NOTES ON THIS AND INCLUDED MITEICREFERENCE PAGE MI-7473 rem. ZO-IOB BEFORE USE. F Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component Is responsibility of building designer -not truss designer. Bracing shown is for lateral individual members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the MiTek" support of web erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding 1O-pERFOI,H- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y Failure to Follow Could Cause Property offsets are Indicated, Dimensions are in ft-in-sixteenths. 1 6-4-8 dimensions shown in ft-in sixteenths (Drawings not to scale) Damage or Personal Injury Apply plates to both sides of truss and fully embed teeth. 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 1 2 3 wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator T TOP CHORDS bracing should be considered. ci-2 cza WEBS oar 4 3. Never exceed the design loading shown and never stack inadequately braced trusses. o 0 �'� 3 ��� 3 materials on 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate U ap 19 = designer, erection supervisor, property owner and plates 0-14' from outside a 3 o all other interested parties. edge of truss. a ci-a co- cse 10 5. Cut members to bear tightly against each other. BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the 8 7 6 5 joint and embed fully. Knots and wane at joint required direction of slots in locations are regulated by ANSI/TPI 1. connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. `Plate location details available in MiTek 20/20 Software or Upon request. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9, Unless expressly noted, this design is not applicable for use with fire retardant preservative treated, or green lumber. The first dimension is the late f� CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 10. Camber is a non-structural consideration and is the width measured perpendicular 4 v I responsibility of truss fabricator. General practice is to /\ to slots. Second dimension is camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC-ES Reports: 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. Indicated by symbol shown and/or ESR-1311, ESR-1352, ER-5243, 9604B, by text in the bracing section of the 95-43, 96-31, 9667A 13. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if Indicated. 95110, 84-32, 96-67, ER-3907, 9432A 14. Bottom chords require lateral bracing at 10 ft. spacing, BEARING or less, if no ceiling is installed, unless otherwise noted. Indicates location where bearings (supports) occur. Icons vary but d:6 C 2006 MiTek@) All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. reaction section indicates joint �� � number where bearings occur. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction. ® and pictures) before use. Reviewing pictures alone is not sufficient. DSB-89: Design Standard for Bracing. MiTek BCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, ,POWER TO PjCR;FClRM," ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. I MiTek Engineering Reference Sheet: Mll-7473 rev. 10-108 'QPANNSH LAKES Vv M0 ate F � c r, ems,. N _ If'h GA2A fll f41 VD T M 3-m O G f!9 ffi � r rR o- u ) .FORM 110OA-08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A �iacrac >n r tr7 Project Name: Builder Name: WAYNNE Street: �� l QCtkk:Q AO. \_Q1 Permit Office: City, State, Zip: FORT PIERCE, FL, 34983 0" Permit Number: Owner: Jurisdiction: Design Location: FL, Fort Pierce 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1318.80 ftz b. Face Brick - Wood, Exterior R=11.0 204.00 ftz 3. Number of units, if multiple family 1 c. N/A R= ftz 4. Number of Bedrooms 2 d. N/A R= ftz 5. Is this a worst case? No 10. Ceiling Types Insulation Area 6. Conditioned floor area (ftz) 1451 a. Under Attic (Vented) R=30.0 1452.00 ftz 7. Windows Description Area b. N/A R= ftzc. a. U-Factor: Sgl, default 134.58 ftz N/A R= ftz SHGC: Tinted, default 11. Ducts b. U-Factor: N/A ft2 a. Sup: Attic Ret: Attic AH: Attic Sup. R= 6, 75 ftz SHGC: 12. Cooling systems c. U-Factor: N/A ftz a. Central Unit Cap: 30.0 kBtu/hr ,SHGC: SEER: 14 d. U-Factor: N/A ftz 13. Heating systems SHGC: a. Electric Heat Pump Cap: 30.0 kBtu/hr e. U-Factor: N/A ftz SHGC: HSPF:8.2 14. Hot water systems 8. Floor Types Insulation Area a. Electric Cap 40 s gal allon a. Slab -On -Grade Edge Insulation R=0.0 1451.30 ftz b. N/A R= ftz EF:0. b. Conservation features c. N/A R= ftz None 15. Credits Pstat Total As -Built Modified Loads: 27.22 Glass/Floor Area: 0.093 PASS Total Baseline Loads: 31.91 I hereby certify that the plans and specifications covered by Review of the plans and %E ST,gl� this calculation are in compliance with the Florida Energy specifications covered by this OF` O Code. calculation indicates compliance with the F orida Energy Code. rr,r,r�°,, ,,r: =:: ,,,,•'`'�,� �O� PREPAR Y: ___—_ Before onstruction is completed � DATE: this ilding will be inspected for c pliance with Section 553.908 I hereby certify that this building, as des' d, is in compliance lorida Statutes. with the Florida Energy Code. �''Op W's QWNER/ACC N : BUILDING OFFICIAL: DATE? DATE: . 5/5/2010 8:45 PM EnergyGauge® USA - FlaRes2008 Page 1 of 5 PROJECT Title: WYNNECARLETONPERF61 Bedrooms: 2 Adress Type: Street Address Building Type: FLAsBuilt Conditioned Area: 1451 Lot # Owner: Total Stories: 1 SubDivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: WAYNNE Rotate Angler 0 Street: Permit Office: Cross Ventilation: No County: ST. LUCIE Jurisdiction: Whole House Fan: No City, State, Zip: FORT PIERCE, Family Type: Single-family FL, 34983 New/Existing: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Fort Pierce FL_ST_LUCIE_CO_INTL 2 39 90 75 70 722 62 Low FLOORS # Floor Type Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio 151.5 ft 0 1451.3 ftz 0 0 1 ROOF Roof Gable Roof Solar Deck # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Hip Metal 1530 ftz 0 ftz Medium 0.88 N 0 18.4 deg ATTIC in) Area RBS IRCC V # Type Ventilation Vent Ratio (1 1 Full attic Vented 300 1452 ftz N N CEILING # Ceiling Type R-Value Area Framing Frac Truss Type__ 1 Under Attic (Vented) 30 1452 ftz 0.1 Wood WALLS Cavity Sheathing Framing Solar # Ornt Adjacent To Wall Type R-Value Area R-Value Fraction Absor. 1 N Exterior Concrete Block - Int Insul 4.1 489.21 ftz 0 0 0.8 2 E Exterior Concrete Block - Int Insul 4.1 148 ftz 0 0 0.8 3 S Exterior Concrete Block - Int Insul 4.1 301.33 ftz 0 0 0.8 4 S Exterior Concrete Block - Int Insul 4.1 64 ftz 0 0 0.8 5 W Exterior Concrete Block - Int Insul 4.1 316.31 ftz. 0 0 0.8 6 S Exterior Face Brick - Wood 11 204 ftz 0 0.25 0.8 5/5/2010 8:45 PM EnergyGauge® USA - FlaRes2008 Page 2 of 5 ` DOORS # Ornt Door Type Storms U-Value Area 1 E Wood None 0.6 21 ft2 WINDOWS Orientation shown is the entered, asBuilt orientation. # Ornt Frame Overhang Panes NFRC U-Factor SHGC Storms Area Depth Separation Int Shade Screening 1 2 3 4 5 6 N Metal N Metal E Metal S Metal W Metal W Metal Single (Tinted) Single (Tinted) Single (Tinted) Single (Tinted) Single (Tinted) Single (Tinted) No 1.3 0.64 N 20 ft2 1 ft 0 in 0 ft 6 in No 1.3 0.64 N 19.58333 1 ft 0 in 0 ft 6 in No 1.3 0.64 N 20 ft2 6 ft 0 in 0 ft 6 in No 1.3 0.64 N 6 ft2 1 ft 0 in 0 ft 6 in No 1.3 0.64 N 39 ft2 10 ft 0 in 0 ft 6 in No 1.3 0.64 N 30 ft2 1 ft 0 in 0 ft 6 in HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 None None None None None None INFILTRATION $ VENTING Method --- Forced Ventilation --- Run Time SLA CFM 50 ACH 50 ELA EgLA Supply CFM Exhaust CFM Fraction Fan Watts Default 0.00036 1370 7.08 75.2 141.5 0 cfm 0 cfm 0 0 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 (invalid) COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Ducts - 1 Central Unit None SEER: 14 30 kBtu/hr cfm 0.7 sys#1 HEATING SYSTEM # System Type Subtype Efficiency Capacity Ducts 1 Electric Heat Pump None HSPF: 8.2 30 kBtu/hr sys#1 HOT WATER SYSTEM # System Type EF Cap Use SetPnt Conservation 1 Electric 0.9 40 gal 50 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector System Model # Collector Model # Area Storage Volume FEF None None ft2 5/5/2010 8:45 PM EnergyGauge® USA - FlaRes2008 Page 3 of 5 DUCTS ---- Supply ---- ---- Return ---- Air Percent # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF 1 Attic 6 75 ft2 Attic 15 ft2 Default Leakage Attic (Default) (Default) % TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling [X) Jan Heatin X Jan Xj Feb IX Feb [X] Mar X Mar [X] APr X Apr IXX] Ma� Ma IXXI Jun Jun Jul Jul �XXJ Au[X] Aug jXXj SeP X Se [X] Oct [[X]] Oct [X] NovjXXj X Nov Dec Dec Vent in X Jan X Feb X Mar X Apr X Ma X Jun X Jul X Aug X Se X Oct X Nov X Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 .2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM PM 78 80 78 80 78 78 78 78 78 78 78 78 78 78 78 78 80 78 80 78 80 78 80 78 Cooling (WEH) AM PM 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM PM 66 68 66 68 66 68 66 68 66 68 68 68 68 68 68 68 68 68 68 68 68 66 68 66 Heating (WEH) AM PM 66 68 66 68 66 68 66 68 66 68 68 68 68 68 68 68 68 68 68 68 68 66 68 66 5/5/2010 8:45 PM EnergyGauge® USA - FlaRes2008 Page 4 of 5 FOkM 1100A-08 Code Compliance Cheklist Residential Whole Building Performance Method A - Details ADDRESS: PERMIT #: FORT PIERCE, FL, 34983 INFILTRATION REDUCTION COMPLIANCE CHECKLIST 0 V t� COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE` :.MC Exterior Windows & Doors N1106.AB.1.1 Maximum:.3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area. Exterior & Adjacent Walls N1106.AB.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top_plate. Floors N1106.AB.1.2.2 Penetrations/openings > 1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the erimeter, penetrations and seams. _ Ceilings N1106.AB.1.2.3 Between walls & ceilings; penetrations of ceiling plane to top floor; around shafts, chases, soffits, chimneys, cabinets sealed, to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures N1106.AB.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC with < 2.0 cfm from conditioned space, tested. _ Multi -story Houses N1106.AB.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts N1106.AB.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters N1112.AB.3 Comply with efficiency requirements in Table N112.ABC.3. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built-in heat trap required. Swimming Pools & Spas N1112.AB.2.3 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Heat pumpool heaters shall have a minimum COP of 4.0. Shower heads N1112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems N11'10.AB All ducts, fittings, mechanical equipment. and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section N1110.AB. Ducts in unconditioned attics: R-6 min. insulation. _ HVAC Controls N1107.AB.2 Separate readily accessible manual or automatic thermostat for each system. Insulation N1104.AB.1 Ceilings -Min. R-19. Common walls -frame R-11 or CBS R-3 both N1102.13.1.1 sides. Common ceiling & floors R-11. 5/5/2010 8:45 PM EnergyGauge® USA - FlaRes2008 Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 85 The lower the EnergyPerformance Index, the more efficient the home. FORT PIERCE, FL, 34983 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1318.80 ftz b. Face Brick - Wood, Exterior R=11.0 204.00 ftz 3. Number of units, if multiple family 1 c. N/A R= ftz 4. Number of Bedrooms 2 d. N/A R= ftz 5. Is this a worst case? No 6. Conditioned floor area (ftz) 1451 7. Windows" Description Area a. U-Factor: Sgl, default 134.58 ftz SHGC: Tinted, default b. U-Factor: N/A ftz SHGC: c. U-Factor: N/A ftz SHGC: d. U-Factor: N/A ftz SHGC: e. U: Factor: N/A ftz SHGC: 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R=0.0 1451.30 ftz b. N/A R= ftz c. N/A R= ftz 10. Ceiling Types Insulation Area a. Under Attic (Vented) R=30.0 1452.00 ftz b. N/A R= ftz c. N/A R= ftz 11. Ducts a. Sup: Attic Ret: Attic AH: Attic Sup. R= 6, 75 ftz 12. Cooling systems a. Central Unit Cap: 30.0 kBtu/hr SEER: 14 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 w ich will be installed (or exceeded) in this home before final inspection. Otherwise, a ne PL Display Card will be completed based on installed Code complia eatures. wilder Signature: Date: \ \` Address of New Home: City/FL Zip- � �• *Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at (321) 638-1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified Raters. For information about Florida's Energy Efficiency Code for Building Construction, contact the Department of Community Affairs at (850) 487-1824. **Label required by Section 13-104.4.5 of the Florida Building Code, Building, or Section B2.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. EnergyGauge® USA - FlaRes2008 Pstat i li- -►- wri htsoft ® Project Summary Job: 9 Date: APRIL 28, 2010 Entire House By; PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax 772-785-9144 Web: comfortcontrolofslc.com For: \7��� .`.� WYNNE BUILDING CORP. FORT PIERCE, FL 34983 v°t Q.,qm Q �v� Notes: Weather: Fort Pierce, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 90 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 15 OF Daily.range Relative humidity L 50 % Moisture difference 61 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 17945 Ducts 2467 Btuh Btuh Structure Ducts 18521 3214 Btuh Btuh Central vent (31 cfm) 969 Btuh Central vent (31 cfm) 519 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 21381 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Infiltration Equipment sensible load 21141 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Fireplaces Average 0 Structure 2826 Btuh Ducts 1002 Btuh Heatingg Cooling Central vent (31 cfm) load 1316 5144 Btuh Btuh Area .(ft2)1452 1.452 Equipment latent Volume (W) 12652 12652 Air changes/hour 0.45 0.23 Equipment total load 26285 Btuh Equiv. AVF (cfm) 95 49 Req. total capacity at 0.70 SHR 2.5 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Trade BASE 13 PURON HP Make Carrier Trade BASE 13 PURON HP Model 25HBB330 Cond 25HBB330 ARI ref no. 3252981 - Coil FX4CNF030 ARI ref no. 3252981 Efficiency 8.2 HSPF Efficiency 11.5 EER, 14 SEER Heating input Sensible cooling 21000 Btuh Heating output 30000 Btuh @ 47°F Latent cooling 9000 Btuh Temperature rise 27 OF Total cooling 30000 Btuh Actual air flow 1000 cfm Actual air flow 1000 cfm Air flow factor 0.049 cfm/Btuh Air flow factor 0.046 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.81 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. C wrigF�tsoR- Right -Suite® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 Page 1 E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E ® Load Short Form Job: wrightsoft Date: APRIL 28, 2010 Entire House By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax. 772-785-9144 Web: comfortcontrolofslc.com Project Information For: CARLTON PERFECTION 61, WYNNE BUILDING CORP. FORT PIERCE, FL 34983 Design Information Htg Clg Infiltratio co Outside db (OF) 42 90 Method it p ifiInside db (OF) 70 75 Construction quality braDesign TD (OF) 28 15 Fireplaces Daily range - L Inside humidity (%) 30 50 Moisture difference (gr/lb) 1 61 HEATING EQUIPMENT Make Carrier Trade BASE 13 PURON HP Model 25H BB330 ARI ref no. 3252981 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8.2 HSPF 30000 Btuh @ 47°F 27 OF 1000 cfm 0.049 cfm/Btuh 0 in H2O COOLING EQUIPMENT Make Carrier Trade BASE 13 PURON HP Cond 25HBB330 Coil FX4CNF030 ARI ref no. 3252981 Efficiency 11.5 EER, 14 SEER Sensible cooling 21000 Btuh Latent cooling 9000 Btuh Total cooling 30000 Btuh Actual air flow 1000 cfm Air flow factor 0.046 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.81 ROOM NAME Area (ftz) Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) Clg AVF (cfm) FOYER 60 1153 708 56 33 GRT R M/DINING 509 7608 7096 373 326 LAUNDRY 46 921 1864 45 86 KITCHEN 150 395 3487 19 160 MS BATH 53 1011 577 50 27 MS CLOSET 70 78 157 4 7 MS BDRM 252 4186 5360 205 247 HALL 18 19 39 1 2 BATH 45 521 250 26 12 BDRM 2 194 3594 1799 176 83 cn_ nnc 400 dr. 1A MAJ I ER LAV av UZ-1i . '/u Printout certified by ACCA to meet all requirements of Manual J 8th Ed. �'^Q►- wrightsoft" Right -Suite® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 Zm_ E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 1 Entire House p 1451 20412 21734 1000 1000 Other equip loads 969 519 Equip. @ 0.95 RSM , 21141 Latent cooling 5144 A ALA �i7 QQ'I 7r0Qri i nnn 1 nnn I O I ALS I `T.J I L Printout certified by ACCA to meet all requirements of Manual J 8th Ed. +`- -Ord- wrightsc ft` Right -Suite® Universal 7.1.16 RSU05864 2010 Mey-05 20:35:12 ,(� E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 2 - wrightsoft° Right-J® Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE aii T"nRF ST. PORT ST. LUCIE. FL 34983 Phone: 772-878-2799 Fax 772-785-9144 Web: comfortcontrolofslc.com Job: Date: APRIL 28, 2010 By: PATRICIA ZIMMERMAN 1 Room name Entire House FOYER 2 Exposed wall 151.5 ft 8.7 ft p 6.0 ft 8.0 ft heat/cool 3 Ceiling height 6.0 x 10.0 ft 4 Room dimensions ft 1451.3 ' 60.0 ft' 5 Room area Ty Construction U-value Or HTM Area (ftj Load Area (ft� Load number (Btuh/ft2 °F) (Btuh/ftj or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 1//! 12C-Osw 0.091 n 2.55 2.18 487 448 1141 978 0 0 0 0 0 I_-� 1A-r1ob 1.080 n 30.24 23.54 40 0 1197 932 0 0 0 59 W 12C-Osw 0.091 a 2.55 2.18 148 107 273 234 48 27 69 1A-r1ob 1.080 a 30.24 26.27 20 18 605 525 0 0 0 0 11 D 11J0 0.600 a 16.80 17.40 21 21 353 365 21 21 353 365 12C-Osw 0.091 s 2.55 2.18 301 295 752 644 0 0 0 0 0 W, I- 0 1A-r1om 1.270 s 35.56 26.39 6 6 213 158 0 0 0 W 13A-5ocs 0.125 s 3.50 2.22 64 64 224 142 0 0 0 0 0 W 12C-Osw 0.091 w 2.55 2.18 315 246 627 537 0 0 0 1.270 w 35.56 26.39 39 39 1387 1029 0 0 0 0 Ij1A-rlomd 1 D-c2ow 0.570 w 15.96 59.58 30 2 479 1788 0 0 0 0 P 1213-Obw 0.097 - 2.72 0.85 204 188 510 160 80 80 217 68 L-D 11 DO 0.390 n 10.92 11.31 16 16 177 184 0 0 0 0 1613-30ad 0.032 0.90 1.68 1395 1395 1250 2344 60 60 54 101 C C 16C-19al 0.049 1.37 2.08 56 56 77 117 0 0 0 0 F 22A-tph 1.358 38.02 0.00 1451 152 5761 0 60 6 228 0 6 c) AED excursion 3063 -2 Envelope loss/gain 15025 13201 921 592 12 a) Infiltration 2920 800 107 29 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 4 920 0 0 Appliances @ 1200 3 3600 0 1 0 Subtotal (lines 6 to 13) 17945 18521 1027 621 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 17945 18521 1027 621 15 Duct loads 14% 18% 2467 3214 12% 14% 125 87 Total room load 20412 217341 1153 708 Air required (cfm) 1000 1000 56 33 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. +}A- wr:.7r.tsoYc- Right -Suite® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 AC 'itA E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 1 -+- wrightsoft Right-J® Works heet Entire House COMFORT CONTROL OF SLC, INC. 501 SE an TMORE ST PORT ST. LUCIE. FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com Job: Date: APRIL 28, 2010 By: PATRICIA ZIMMERMAN 1 Room name GRT RM/DINING LAUNDRY 2 Exposed wall 46.5 ft 9.8 ft heat/cool 6.5 ft 8.0 ft heat/cool 3 Ceiling height 1.0 x 509.0 ft 7.0 x 6.5 ft 4 Room dimensions 509.0 ft' 45.5 W 5 Room area Ty Construction U-value Or HTM Area (ft� Load Area (ft� Load number (Btuh/W °F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V,U 12C-Osw 0.091 n 2.55 2.18 260 220 561 481 0 0 0 0 0 0 0 C 1A-rlob 1.080 n 30:24 23.54 40 0 1197 932 0 0 0 12C-Osw 0.091 a 2.55 2.18 0 0 0 0 0 0 0 0 0 LD 1A-r1ob 1.080 a 30.24 26.27 0 0 0 0 0 0 0 0 0 0 0 11 11J0 0.600 a 16.80 17.40 0 0 0 0 0 0 52 52 132 114 VIV 12C-Osw 0.091 s 2.55 2.18 0 0 0 0 0 0 0 I- G 1A-r1om 1.270 s 35.56 26.39 0 0 0 0 0 0 0 0 W 13A-5ocs 12C-Osw 0.125 0.091 s w 3.50 2.55, 2.22 2.18 0 196 - 157 400: 343 0 0 0 . 0 IW IA-rlomd 1.270 w 35.56. 26.39 39 39 1387 1029 0' 01 0 0 0 1 D-c2ow 0.570 w 15.96 59.58 0 0 0 0 0. 0 0 56 0 40 0 108 34 P 12B-Obw 0.097 - 2.72 0.85 0 0 0 0 0 16 16 177 184 11DO 0.390 n 10.92 11.31 0 -D C 1613-30ad' 0.032 0.90 1.68 509 509 456 855 46 46 41, 76 0 C 16C-19al 0.049 1.37 2.08 0 0 0 0 0 0 46 0 7 0 247 0 F 22A-tph 1.358 38.02 0.00 509 47 1768 6 c) AED excursion 1847 -5 Envelope loss/gain 5769 5487 706 403 12 a) Infiltration 1012 277 115 32 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 2 460 0 0 Appliances @ 1200 0 0 1 1200 Subtotal (lines 6 to 13) 6780 6224 821 1634 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 6780 6224 821 1634 15 Duct loads 12% 14% 827 873 12% 14% 100 229 Total room load 7608 7096 921 1864 Air required (cfm) 373 326 1 45 k% Printout certified by ACCA to meet all requirements of Manual J 8th Ed. s�.r wri.ar.tsorc- Right -Suite® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Cale = MJ8 Orientation = E Page 2 -+ wrightsoft Right-M Worksheet Enure House COMFORT CONTROL OF SLC, INC. 501 SE BILTMORE ST PORT ST LUCIE FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com Job: Date: APRIL 28, 2010 By: PATRICIA ZIMMERMAN KITCHEN MS BATH 1 Room name 0 ft 7.5 ft 2 Exposed wall 8.0 ft heat/cool 8.0 ft heat/cool 3 Ceiling height 1.0 x 150.0 ft 7.0 x 7.5 ft 4 Room dimensions 150.0 ftZ 52.5 ftZ 5 Room area Ty Construction U-value Or HTM Area (ft� Load Area (ft� (ft) Load (Btuh) number (Btuh/ft' °F) (Btu ft� or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12C-Osw 0.091 n 2.55 2.18 0 0 0 0 0 0 0 0 0 0 0 0 0 1A-r1ob 1.080 n 30.24 23.54 0 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 a 2.55 2.18 0 0 0 0 0 0 0 0 0 0 1A-r1ob 1.080 a 30.24 26.27 0 0 0 0 0 0 0 11 D 11J0 0.600 a 16.80 17.40 0 0 0 0 60 54 138 118 �j 12C-Osw 0.091 s 2.55 2.18 0 0 0 0 6 6 213 158 �--G 1A-r1om 1.270 s 35.56 26.39 0 0 0 0 0 0 0 0 W 13A-5ocs 0.125 s 3.50 2.22 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 w 2.55 2.18 0 0 0 0, 0 0 1.270 w 35.56 26.39' 0 0 0 0 0 0 0 0 Lz1A-r1omd 1 D-c2ow 0.570 w 15.96 59.58 0 0 68 0 185 58 0 0 0 0 R 12B_Obw 0.097 - 2.72 0.85 68 0 0 0 0 0 L-D 11 D0 16B-30ad 0.390 0.032 n 10.92 0.90 11.31 1.68 0 150 0 150 0 134 252 53 53 47 86 C C 16C-19al 0.049 1.37 2.08 0 0 0 0 0 53' 0 8 0 285. 0 0 F 22A-tph 1.358 38.02 0.00 150 0 0 0 6 c) AED excursion 8 30 Envelope loss/gain 319 302 683 394 12 a) Infiltration 0 0 0 0 133 0 36 0 b) Room ventilation 13 Internal gains: Occupants @ 230 0 0 0 0 0 Appliances @ 1200 2 2400 0 Subtotal (lines 6 to 13) 319 2702 816 431 Less external load 0 0 0 0 0 0 0 Less transfer 0 0 0 0 0 Redistribution 319 2702 816 431 14 15 Subtotal Duct loads 24% 29% 76 785 24% -- 34% 195 146 r Total room load 395 1 3487 1011 50 577 27 Air required (cfm) 191 160 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. -rj.a- wrigr�tsofc- Right -Suite® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 ACC ` E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 3 +}� wrightsoftr Right-J® Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com Job: Date: APRIL 28, 2010 By: PATRICIA ZIMMERMAN 1 Room name MS CLOSET MS BDRM 2 Exposed wall 0 ft 8.0 ft heat/cool 39.5 ft 8.5 ft heat/cool 3 Ceiling height 7.0 x 10.0 ft 14.0 x 18.0 ft 4 Room dimensions 70.0 ft' 252.0 ft' 5 Room area Ty Construction U-value Or HTM Area (ft� Load Area (ft� Load number - (Btuh/ftl°F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VV 12C-Osw 0.091 n 2.56 2.18 0 0 0 0 64 64 162 139 0 1A-r1ob 1.080 n 30.24 23.54 0 0 0 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 a 2.55 2.18 0 0 0 0 0 0 0 0 L1A-r1ob -G. 1.080 a 30.24 26.27 0 0 0 0 0 0 0 0 0 0 11 11J0 0.600 a 16.80 17.40 0 0 0 0 0 0 153 153 390 334 W. WII 12C-Osw 0.091 s 2.55 2.18 0 0 0 0 0 0 IA-r1om 1.270 s 35.56 26.39 0 0 0 0 0 0 0 0 W 13A-5ocs 0.125 s 3.50 2.22 0 0 0 0 0 0 119 89 227 194 W 12C-Osw 0.091 w 2.55 2.18 0 0 0 0, 0 0 1.270 w 35.56 26.39 0 0 0 0 D 30 2 479 1788 Li1A-r1omd 1 D-c2ow 0.570 w 15.96 59.58 0 0 0 0 0 0 0 0 0 R 12B-Obw 0.097 - 2.72 0.85 0 0 0 0 0 0 _ L--U C 11 DO 16B-30ad 0.390 0.032 n - 10.92 0.90 11.31 1.68 0 70 0 70 63 118 252 252 226 423 C 16C-19al 0.049 1.37 2.08 0 0 0 0 0 0 0 0 252 0 40 0 1502 0 0 F 22A-tph 1.358 38.02 0.00 70 6 c) AED excursion 0 1158 Envelope loss/gain 63 117 2986 4037 12 a) Infiltration 0 0 745 204 b) Room ventilation 0 0 0 0 13 1ntemal gains: Occupants @ 230 0 0 2 460 Appliances @ 1200 0 0 01 1 0 Subtotal (lines 6 to 13) 63 117 3731 4701 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 63 117 3731 4701 15 Duct loads 24% 34% 15 40 12% 14% 455 659 Total room load 78 157 4186 5360 Air required (cfm) 1 41 71 1 1 2051247 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. �.r wrigr,tsott- Right -Suite@ Universal 7.1.16 RSU05864 2010-May-05 20:35:12 AtA E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 4 wrightsofC Rig ht-J® Worksheet Job: . Date: APRIL 28, 2010 Enure House By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE RII TMORF RT PrnRT ST. LUCIE. FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com 1 Room name HALL 0 ft BATH 5.0 ft 2 3 Exposed wall Ceiling height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions x 5.0 ft 45.0 ft29.0 x 5.0 ft 5 Room area 17.5 ft23.5 Ty Construction U-value Or HTM Area (ft� Load Area (ft� Load number (Btuh/ft'--°F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat I Cool 6 1!V 12C-Osw 0.091 n 2.55 2.18 0 0 0 0 40 40 0 102 0 87 0 l-� 1A-r1ob 1.080 n 30.24 23.54 0 0 0 0 0 0 0 0 0. 0 W. 12C-Osw 0.091 a 2.55 2.18 0 0 0 0 0 0 0 0 0 1A-r1ob 1.080 a 30.24 26.27 0 0 0 0 0 0 0 0 11 D 11Jo 0.600 a 16.80 17.40 0 0 0 0 0 0 0 0 �i 12C-Osw 0.091 s 2.55 2.18 0 0 0 0 0 0 0 r-G 1A-r1om 1.270 s 35.56 26.39 0 0 0 0 0 0 0 0 0 W 13A-5ocs 0.125 s 3.50 2.22 0 0 0 0 0 0 0 0 0 WI - I--t; 12C-Osw 0.091 w 2.55 2.18 0 0, 0 0 0 0 0 1A-r1omd 1.270 w 35.56 26.39 0 0 0 0 0 0 0 0 0 L__ G 1 D-c2ow, 0.570 . w 15.96 59.58 0 0 0 0 0 0 0 0 0 P I-D 12B-Obw 0.097 - 2.72 0.85 0 0 0 0 0 0 11 DO 1613-30ad 0.390 0.032 n - 10.92 0.90 11.31 1.68 0 18 0 18 16 29 45 45 40 76 C C 16C-19al 0.049 1.37 2.08 0 0 0 0 0 0 45 0 5 0 190 0 0 F 22A-tph 1.358 38.02 0:00 18 0 0 6 c) AED excursion 0 -1 Envelope loss/gain 16 29 332 162 12 a) Infiltration 0 0 89 0 24 0 b) Room ventilation 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 0 Appliances @ 1200 0 0 0 Subtotal (lines 6 to 13) 16 29 421 187 Less external load 0 0 0 0 0 0 0 Less transfer 0 0 0 0 0 Redistribution 16 29 421 187 14 15 Subtotal Duct loads 24% 34% 4 10 24% 34% 100 63 Total room load 19 39 2F F 521 26 250 12 Air required (cfm) I 1 1 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. �i.r wrigr.tsoft- Right -Suite® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 AbZk E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 5 + wrightsoft° Right-M Worksheet Enure 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: APRIL 28, 2010 By: PATRICIA ZIMMERMAN BDRM 2 MASTER LAV 1 Room name 32.5 ft 8.0 ft 2 Exposed wall 8.0 ft heat/cool 8.0 ft heat/cool 3 Ceiling height 12.5 x 15.5 ft 7.0 x 8.0 ft 4 Room dimensions 193.8 ft' 56.0 ft' 5 Room area Ty Construction U-value Or HTM Area (ft� Load Area (ft� Load number (Btuh/ft'--°F) (Btu, ftl or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Grass N/P/S Heat Cool Gross N/P/S Heat Cool 6 % 12C-Osw 0.091 n 2.55 2.18 124 124 .316 271 0 0 0 0 0 0 0 _G 1A-r1ob 1.080 0.091 n a 30.24 2.55 23.54 2.18 0 100 0 80 0 204 0 175 0 0 0 0 0 W IL--� 12C-Osw 1A-rlob 1.080 a 30.24 26.27 20 18 605 525 0 0 0 0 11 D 11J0 0.600 a 16.80 17.40 0 0 0 0 0 0 0 0 0 0 0 T-G 12C-Osw 0.091 s 2.55 2.18 36 36 92 79 0 0 0 0 0 1A-rlom 1.270 s 35.56 26.39 0 0 0 0 0 0 0 64 64 224 142 W 13A-5ocs 0.125 s 3.50 2.22 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 W 2.55, 2.18 0 0 0 0 0 0 1A-r1omd 1.270 w 35.56 26.39 0 0 0 0 0 0 0 0 0 1 Dc2ow 0.570 w 15.96 59.58 0 0 0 0 0 0 0 0 0 0 R c 12B-Obw 0.097 - 2.72 0.85 0 0 0 0 0 0 11 DO 0.390 n 10.92 11.31 0 0 0 0 0 -D C 16B-30ad 0.032 0.90 1.68 194 194 174 0 326 0 0 56 56 77 117 C F 16C-19al 22A-tph 0.049 1.358 1.37 38.02 2.08 0.00' 0 194 0 33 1236 0 56 8 304 0 6 c) AED excursion 45 -1 Envelope loss/gain 2626 1420 605 258 12 a) Infiltration 577 158 142 39 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances @ 1200 0 0 0 0 Subtotal (lines 6 to 13) 1 3203 1578 747 297 Less external load 0 0 0 0 0 0 Less transfer 0 0 0 0 14 Redistribution Subtotal 0 3203 0 1578 747 297 15 Duct loads 12% 14% 391 221 24% 34% 178 101 Total room load 3594 1799 925 398 Air required (cfm) 176 83 45 18 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. �ja- wrigr,csort- Right -Suite@ Universal7.1.16 RSU05864 2010-May-0520:35:12 ACCZAt E:1Wrightsoft HVAC%Wynne Corp1WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 6 TYPE OF SURVEY. -I BOUNDARY PLOT PLAN I U C TIE IN I FINAL I TOPOGRAPHIC COMPLETED ON: 8-24-11 DESCRIPTION: o SURVEYORS NOTES: BEING ALL OF 129 CALLE DE LAGOS, OF I "� 1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE THE UNRECORDED PLAT OF COUNTRY CLUB SHOWN HEREON. VILLAGE, OF ST. LUCIE COUNTY, W. 2. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE FLORIDA. LOCATED UNLESS OTHERWISE SHOWN. ? 3. THIS SITE LIES WITHIN FLOOD ZONE "X", ACCORDING TO W� II THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. ABBREVIATIONS: -' 12111 CO070 F , EFFECTIVE DATE AUGUST 19, 1991. FFE o �tii 4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE =FINISHED FLOOR ELEVATION SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD R/W = RIGHT-OF-WAY ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. R = RADIUS OF CURVE a cn 5. BEARINGS SHOWN HEREON ARE REFERANCED TO THE L = LENGTH OF CURVE qa CENTERLINE OF 129 CALLE DE LAGOS HAVING AN ASSUMED SF = SQUARE FOOT BEARING OF SOUTH, ACCORDING TO THE UNRECORDED PLAT A = DELTA OF CURVE OF COUNTRY CLUB VILLAGE, 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. BOUNDARY LINES SHOWN HEREON ARE FOR GRAPHICAL PURPOSES ONLY. U) O 00 It J 0W a0 a N J U Q����,�L•�ro 25" IVch kA? LO W e O O O Z PERMIT #: B /0 —1 - o 0 o Z 20' PAVED ROAD LA VILLA WAY S90000'00"E 100.549 129 CALLE DE LAGOS SCALE: 1 "=30' ALEXANDER J. PIAZZA PSM, INC. DATE: B-24-11 Surveying • Mapping • Consulting 619 SW Biltmore Street DRAWN: CJM Port St. Lucie, Florida 34983 JOB NO.: ® Phone: (772) 340-7770 11-1151 L19#72ao Fax: (772) 340-2250 AVERAGE TOP o OF FORMS ELEVATIO5 9B 2.01' ABOVE EDGE OF PAVEMENT EXISTING s -6 O 4 co (Ji S88'59900"W 115.84' *P1,rov Co. FL DatInit e� IELD DATE: 8-24-11 CERTIFIED TO: WYNNE BUILDING, CORPORATION I hereby certify that the Survey shown hereon is true and correct and is based on actual measeurements_taken in the field. This survey meets, itho Minimum Technical Standards of Chapter 61G17, Florida admi.ni,strative -ode. ALEXANqK J. PIAZ Professional Surveyor do Mapper Florida Certificate No.: 6330