The URL can be used to link to this page

Home My WebLink AboutSUBMITTED PAPERSoFFICf USE SECTION TOWNSHIP RANGE MAP NO. ZONING JG LAND USE fal LOT CVG % TAZ NO. FLOOD ZONE FIRM MAP # I-T FLR ELV MAX HGT CONST TYPE OCCUP TYPE MAX OCCUP # OF FLRS WATER SEWER SPRINKLERS STORMWATER LOT OF REC LOT OF REC (after LOT SPLIT LOT SPLIT (before 1/90) 1/90) ....: REQUIRED ... ... APPROVED ..::::... ....:.. ADMINST LIBRARY PARKS PERMIT VARIANCE IMPACT FEE IMPACT FEE FEE REPORT PUBLIC BLD HABITABLE RADON FEE CODE IMPACT FEE AREA SCHOOL IMPACT FEE GROSS ROAD IMPACT FEE DUE CREDIT Y N TOTAL ROAD IMPACT FEE SCHOOL IMPACT FEE CREDIT Y N TOTA L SCHOOL IMPACT FEE POLICE FEE FIRE FEE MISC FEE TOTAL POLICE/FIRE MISC FEES ADDITIONAL PERMITS REQUIRED Y N SPECIFY TOTAL of ALL FEES : :. - - REVIEWS ZONING_ --ZONING REV PLANS EXNAMING MISC. VEGETATION SEA TURTLE MANGROVE DATE`//% COMPLETE INITIALS E..O . �. 0. E I7:S NL_. Qf pL�I REVIEW FEE: RECEIPT NO.: / PERMIT NUMBER:J— CONCURRENCY FEE: RECEIPT NO.: CERT. CAP. NO.: ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED JC,\E CpG -w� N St. Lucie County Building and Zoning • :; 2300 Virginia Avenue SCANNS® Ft. Pierce, FL 34982-5652 BY 772-462-1553 �' Lucie County APPLICATION for BUILDING PERMIT CERTIFICATE of CAPACITY/ZONING COMPLIANCE PROJECT INFORMATION Q �. 1. LOCATION/SITE ADDRESS: 2. S/D NAME: SITE PLAN NAME: 3. PROPERTY TAX ID #: 1?.r�ef- 1701 0 "" / - 4. LEGAL DESCRIPTION (attach extra sheets if necessary): Rect i on 2 ti , Town -,hip 36s, can_ ] 5. PLAT BOOK 9. 10 6. PAGE NO. PARCEL SIZE: ACRES/SQ FT_ DESCRIPTION OF CONSTRUCTION 0V---1- 7. BLOCK 8. LOT NO. . NO. LOT DIMENSIONS OR WORK ACTIVITY: Single family tes-den^e SETBACKS (ACTUAL) FRONT:-2- 1 BACK: IDET' �1 �� (_�� SIDE 12. TYPE OF CON STRUCTIONCheck all appropriate boxes) ] NEW CONSTRUCTION [ ] EXPANSION/ADDITION [ ] INTERIOR RENOVATION ] RESIDENTIAL [ ] COMMERCIAL INDUSTRIAL (I OTHER (SPECIFY) 13. DESCRIPTION OF PROPOSED USE: 14. Sq. Ft./CONSTRUCTION: 15. Sq. Ft. 1 st Floor: M. VALUE OF CONSTRUCTION: $ S 1 n 0 Q on 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 WOO or more, a RECORDED Notice of Commencement must be submitted with this application. SLCCDV Form No.: 001-02 CERTIFICATIO? �' -.-' - OWNER INFORMATION NAME: _ . ADDRESS: a4n � rT c 1 �,,; An? CITY: ^_—} c'' LuciA STATE: 1?1 ZIP 34*952 PHONE (DAYTIME) : 0 7 2) R 7 8 S 51 - 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: PHONE (DAYTR,4E): (_) CONTRACTOR INFORMATION 0 ST. of FL REG./CERT #: CGCO 3 5 99 ST. LUCIE COUNTY CERT #: r)gn a a BUSINESS NAME: Wynne Development Corporation CITY: pert qt T „ci e STATE: FT. ZIP 34952 PHONE (DAYTRVIE): (-772 78-5 51 3 FAX NO. . . email: ARCHIT/ENGINEER: Br,adtmn R RraAPn - ADDRESS: 417 r'ocom,t AvP CITY: STATE: Fr ZIP 34996 PHONE (DAYTIME): (_) BONDING COMPANY: ADDRESS: CITY: MORTGAGE LENDER: ADDRESS: CITY: STATE: STATE: ZIP "AP 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. This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capaci if applicable, for the permitted work. I certify that no work or installation has commenced prior to the issuance of a permit and that work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate perm may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANS AND AIR CONDITIONERS, ETC., not otherwise included with this building permit application. The following building permit applications are exempt from undergoing a full concurrency review:- room additions, accessc structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another nc 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 SUBJEC TO ATTACHMENT. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all wo ill be done i with all applicable laws regulating construction and zoning. ": STATE OF FLORIDA COUNTY OF 'St T.,,r-; e The foregoing instrument was acknowledged before me this day of Ma�rh , 20�,3b Matthew T.=Qm I v ffAo i ers nall or who has produced as tification. O ignature of Notary STATE OF FLORIDA COUNTY OF �c i-�Tlip,e The foregoing instrument was acknowledged before me this J at day of M$, 20_3b Matt who ' persona] _own to m_e o who has produced as -identification_ ignalure of Notary Susan MagPP - Susan D4aclQa Type or Print Name of Notary a or Print Name of Notary ?, ., S M MAGEE = 1 Y S W C MM S E(D Eaal�ssion o. (Seal) YP �$ Commission NO. = F SSION # EE 037286 - VPIRE;&: PdbrUBtryy 23, 2015 EXPIRES: February 23, 2015 aAla bonded Thru Notary PubOo Underwriters w ,F Bonded Thru Notary Public Underwriters - - - - NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING F THIS BUILING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR TO SI THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THE APPLICATION. For specific instructions see appropriate permit checklist. 2009 INTERNATIONAL Plan Review Date RESIDENTIAL CQDE® Valuation FQR ONE T�0 EAMIC�Yj DWEElt— ' "', f r s Fee } `, = d q'k' Y NE xjy,., F,��'� V_r..._ _,,._:�z. ..._t...r.,.;.�..�.___. ,_>•_ ]�_. '�. :r�.r�f *,.. l:t:. ."].rGC:'_�.ur ,,,w..ra`�*s.a.,.'�-, .. _a. _ .. a. rrs_,.i �. _ .. CORRECTION Code No. DESCRIPTION Section ISBN 978-1-58001-951-4 9111111i1i 11i 0gl0ii1i9 iiull INTERNATIONAL CODE COUNCIL' 06/10 ` CORRECTION LIST No. DESCRIPTION Code Section -2- NOTE: Entries to this Plan Review Record that req "j field check or Inspection of the installation must be coordinate,,, the inspection phase (R109) of the project. BUILDING PLANNING (Chapter 3) ��l DESIGN CRITERIA [Table R301.2(1)] Two-family dwelling separation (R302.3) Floor live load (Table R301.5) � v / r" psf �t✓— Dwelling unit penetrations (R302.4) Roof live load (Table R301.6) 17 /% psf Ground snow load /Is°j psf Basic wind speed <Z f mph Wind exposure category (R301.2.1.4) G ✓ High wind design criteria applic ble (R301. 2.1.1) I V (2 Seismic design category (SDC)�B [Figure R301.2(2)] W i4 SDC.C&D provisions (R301.2.2) Weathering �0I Frost line depth Termite area Decay area Winter design temperature Ice barrier underlayment required Flood hazards FIRE-RESISTANT CONSTRUCTION (R302) Exterior walls (R302.1, Table R302.1) Townhouse separation (R302.2) Continuity and structural independence (R302.2.1, R302.2.4) Parapets and construction (R302.2.2, R302.2.3) ROOM PLANNING REQUIREMENTS (R303 through R305) Dwellingigarage opening/penetration protec- tion (R302.5) V/ Dwelling/garage fire separation (R302.6) /Under -stair protection (R302.7) 61 Wall and ceiling finishes (R302.9) Z,00 Flame spread index (R302.9.1) 50 Smoke -developed index (R302.9.2) / Testing (R302.9.3, R302.9.4) Insulation (R302.10) ?ivy _ lame spread/smoke-developed (R302.10.1, R302.10.2) 7 Cellulose loose -fill and exposed attic insulation (R302.10.3, R302.10.4) Fireblocking (R302.11) Draftstopping (R302.12) t/ Combustible insulation clearance (R302.13) Use Area ftZ Width Average ceilin t Minimum ceilin t Natural* li ht Natural ventilation* Living 120 T-0" 7'-0" 5'-0" 8% floor area 4% floor area Dining 70 T-0" 7'-0" T-0" 8% floor area 4% floor area Kitchen N.A. N.A. T-0" 5'-0" 8% floor area 4% floor area Bedroom 70 T-0" T—V T-0" 8% floor area 4% floor area Bathroom N.A. I N.A T-0" 5'-0" 3 square feet 11/2 square feet * See Sections R303.1 & R303.3 for mechanical ventilation and artificial light t W-S" min. at plumbing fixtures and for non -habitable basements. _1,/, Required heating (R303.8) SANITATION (R306 and R307) Water closet _("--' / Lavatory y/ Tub or shower (/ Kitchen area with sink Sanitary sewer (Chapter 30) Private disposal (Appendix 1) GLAZING R308) Identification (R308.1) Louvered windows or jalousies (R308.2) Human impact loads/hazardous locations (R308.3, R308.4) Skylights and sloped glazing (R308.6) -3- BUILDING PLANNING (cont'd.) GARAGES AND CARPORTS (R309) Floor surface noncombustible; sloped floor (R309.1) Carport: open two sides; noncombustible / floors; sloped floor (R309.2) Automatic garage door opener (R309.4) EMERGENCY ESCAPE AND RESCUE OPENINGS (R310) Where required (R310.1) i.'/Areas, height, width, operations (R3 10. 1. 1 - R310.1.4) 4YA- Window wells (R310.2) Bars, grilles, covers and screens (R310.4) _41Under decks and porches (R310.5) MEANS OF EGRESS (R311) �/ General (R311.1) I/ Egress door (R311.2) 1/ Landings at exterior doors (R311.3 - R311.3.3) /V Vertical egress (R311.4) Construction and attachment (R311.5) ,Hallways (R311.6) (.� Stairway width, headroom, walkline (R311.7.1 R311.7.3) Stairway treads, risers profiles (R311.7.4 - �� R311.7.4.3) Stairway landings and walking surfaces (R311.7.5, R311.7.6) V/0 Handrails required (R311.7.7) Handrail height, continuity, grip -size (R311.7.7.1- R311.7.7.3) Stairway illumination (R303.6, R311.7.8) Special stairways (R311.7.9) Ramp slope, landings, handrails (R311.8) GUARDS (R312) 7�l// W Required for open -sided surfaces, stairs, ramps and landings > 30" above floor/grade (R312.1) �/ Height - 36" (R312.2) Opening limitations (R312.3) AUTOMATIC FIRE SPRINKLER SYSTEMS (R313) Townhouses (R313.1) One- and two-family dwellings (R313.2) SMOKE ALARMS (R314) Referenced standards (R314.1, R314.2) Location and interconnection (R314.3) Power source (R314.4) CARBON MONOXIDE ALARMS (R315) New construction (R315.1) Existing construction (R315.2) Referenced standard (R315.3) FOAM LASTIC (R302.8, R316) Labeling (R316.2) Surface burning, thermal barrier, specific approval (R316.3 - R316.7) DECAY AND TERMITE PROTECTION (R317 and R318) Protection required (Table R301.2(1), R317.1, R318.1) Quality mark (R317.2 and R318.1.1) SITE ADDRESS (R319) Address numbers (R319.1) ACCESSIBILITY (R320) Type B dwelling units applicable (R320.1) ELEVATORS/PLATFORM LIFTS (R321) Referenced standards (R321.1 - R321.3) FESISTANT CONSTRUCTION (R322) General (R322.1) Hazard area and requirements (R301.2.4, R309.3, R322:2, R322.3) Design professional (R322.3.6) STORM SHELTERS (R323) General and referenced standard (R323.1) -4- FOUNDATIONS (Chapter 4) MATERIALS (R402) Concrete foundation walls (R404.1.2) Wood foundations (R402.1) Wall height, unbalanced backfill, nominal , / thickness (Tables R404.1.2(2) - y Concrete, compressive strength (R402.2) R404.1.2(8), R404.1.5.2] FOOTINGS (R403) V Soil bearing value (R401.4, R403.1) Footing width (see page 5) Footing edge thickness = 6" minimum; footing projection = 2" minimum, but S footing thickness (R403.1.1) Footings in SDC C or D (R403.1.2, R403.1.3 and R403.1.6.1) Depth below (outside) grade = 12" minimum; but below frost line except for frost pro- tected footings.(R403.1.4, R403.1.4.1 and R403.1.4.2) Sill plate bolting in concrete/masonry ='/2" di- ameter bolts, within 12" but not less than 7 bolt diameters from corner, 7" embedment (R403.1.6) Footings adjacent to slopes (R403.1.7) Horizontal and vertical reinforcement size and spacing (Tables R404.1.2(1) - R404.1.2(8), R404.1.2.2, R404.1.2.3.7] Stay -in -place forms (R404.1.2.3.6.1) SDC C and D provisions (R404.1.2.4, R404.1.4) Height above finished grade (R404.1.6) Sill plate size (R404.3) Precast concrete foundation walls (R404.5) Drains required if habitable or usable spaces are below grade* (R405) Soil class (Table R405.1) Dampproofing if basements are below grade* (R406.1) Waterproofing if high water table* (R406.2) * If uninhabitable, see Under -Floor Space (R408) Frost protected shallow found tia ens, (R403_ 31) COLUM (R407) Footings for precast concrete foundation (R403.4) f f d R4071 FOUNDATION WALLS (R404 - R406) Masonry foundation walls (R404.1.1) Wall height, unbalanced backfill, nominal thickness (Tables R404.1.1(1) - R404.1.1(4), R404.1.5.1] Reinforcement size and spacing (Tables R404.1.1(2) - R404.1.1(4)] Protec lon rom ecay or corrosion ///and R407.2) Structural requirements (R407.3) Anchorage (R407.3) Wood columns (minimum 4" square) (R407.3) Steel columns minimum 3" diameter, Sched- ule 40 pipe) ((R407.3) TABLE R403.1 MINIMUM WIDTH OF CONCRETE. PRECAST OR MASONRY FOOTINGS (inches)' LOAD -BEARING VALUE OF SOIL(psfi 1;500 2,000 3,000 > 4,000 Conventional fight —frame construction 1 -story 12 12 12 12 2-story 15 12 12 12 3-story 23 17 12 12 4-inch brick veneer over light frame or 8-inch hollow concrete masonry 1-story 12 12 12 12 2-story 21 16 12 12 3-story 32 24 16 12 8-inch solid or fully grouted masonry 1 -story 16 12 12 12 2-story 29 21 14 12 3-story 42 32 21 16 For SI: 1 inch = 25.4 mm, 1 pound per square foot = 0.0479 kPa a. Where minimum footing width is 12 inches, a single wythe of solid or fully grouted 12—inch nominal concrete masonry units is permitted. -5- FOUNDATIONS (cont'd.) UNDER -FLOOR SPACE (R408) Removal of debris (R408.5) Ventilation (R408.1 and R408.2) Finished grade (R408.6) Unvented crawl space (R408.3) Flood resistance (R408.7) Access (R408.4) FLOORS (Chapter 5) V}(C) D JOISTS AND GIRDERS (R502) PARTICLEBOARD UNDERLAYMENT (R503.3) Species and grade (R502.1) Grade (R503.3.1) Joists — Sleeping areas, LL = 30 psf Thickness (R503.3.2) [Table R502.3.1(1)] Installation [Table R602.3(1)] Joists — Nonsleeping areas, LL = 40 psf [Table R502.3.1(2)] THE TED-WOOD FLOORS (ON GROUND) (R504) Cantilevered joists (Tables R502.3.3(1) and Base course: 4" thick with maximum 1/4" R502.3.3(2)] I gravel or'/2" crushed stone (R504.2.1) Girder spans and header spans for exterior Moisture barrier: placed over base course bearing walls [Table R502.5(1)] (R504.2.2) Girder spans and header spans for interior Materials (R504.3) )eariny walls [Table R502.5(2)] Joists under bearing partitions (R502.4) ST EL FLOOR FRAMING (R505) Bearing (1.5" minimum on wood or metal; 3" on masonry or concrete) and lapped joists (3") (R502.6, R502.6.1) Lateral restraint and bridging (R502.7, R502.7.1) Drilling and notching (R50Z8) Fastening (R502.9) Framing of openings (R502.10) Wood trusses (R502.11) Draftstopping (R502.12) BER FLOOR SHEATHING (R503.1) Allowable span (Table R503.1) End joints (R503.1.1) D STRUCTURAL PANEL SHEATHING (R503.2) Grade (R503.2.1) Thickness (R503.2.1) Allowable spans (Tables R503.2.1.1(1) and R503.2.1.1(2)] Installation [Table 602.3(1)] Cold -formed steel; applicability limits; in -line framing (R505.1) Structural framing (R505.2) Material (R505.2.1) Identification (R505.2.2) Corrosion protection (R505.2.3) Fastening (R505.2.4) Floor construction (R505.3) CONCRETE FLOORS (ON GROUND) (R506) Thickness: 3'/Z" minimum; Concrete strength (R506.1) Support: prepared subgrade; maximum earth f fill = 8"; maximum sand or gravel fill = 24" (R506.2.1) Base course: 4" graded with 2" maximum / aggregate (R506.2.2) V Vapor retarder (R506.2.3) Reinforcement support (R506.2.4) M WALL CONSTRUCTION (Chapter 6)� GENERAL (R601) Design (R601.2) Component and cladding wind loads [Table R301.2(2)] Vapor retarders (R601.3) WOOD CONSTRUCTION (R602) Construction (Figures R602.3(1) and R602.3(2)] Stud grade (R602.2) Exterior walls (R602.3) Stud spacing [R602.3.1, Table R602.3(5)] Interior load -bearing walls (R602.4) Interior nonbearing walls: 2" x 3" at 24" o.c. or 2" x 4" flat at 16" o.c. (R602.5) Drilling and notching — studs (R602.6) Drilling and notching —.top plate (R602.6.1) Material (R603.2.1) Identification (R603.2.2) Corrosion protection (R603.2.3) Fastening (R603.2.4) Wall construction (R603.3 - R603.5) Headers (R603.6) Studs, tracks and structural sheathing (R603.7 - R603.9) SHEATHING (R604 and R605) Wood structural panels (R604) Particleboard (R605) MASO/NRY CONSTRUCTION (R606 - R610) General design (R606) SDC C and D (R606.12) Unit masonry (R607) Headers (Tables R502.5(l). R502.5(2). Multiple wythe masonry (R608) R602.7.2 and Figure R602.7.2] Grouted masonry (R609) Fireblocking (R602.8, R302.11) Cripple walls (R602.9) Wall bracing, braced wall lines, lengths, connections, support and joints (R602.10, R602.10.1, R602.10.3, R602.10.6 - R602.10.8) Bracing based on wind speed [fable R602.10.1.2(1)] Bracing based on SDC [Table R602.10.1.2(2)] Intermittent bracing methods (R602.10.2, Table R602.10.2) Continuous sheathing (R602.10.4, R602.10.5) Bracing for SDC C and D (R602.10.1.4.1, R602.10.1.5, R602.11) Wall bracing for stone and masonry veneer (R602.12) STEEL WALL FRAMING (R603) General (R603.1) Structural framing (R603.2) Glass unit masonry (R610) EXTERIOR CONCRETE WALL CONSTRUCTION (R611) Applicability (R611.2) Concrete wall systems (R611.3) Stay -in -place forms (R611.4) Materials, construction details (R611.5 - R611.10) EXTERIOR WINDOWS & DOORS (R612) L,-� General; window sills; performance; testing and labeling (R612) STRUCTURAL INSULATED PANEL WALL CONSTRUCTION (R613) Applicability (R613.2) Materials (R613.3) Wall panels, construction details (R613.4 - R613.10) -7- WALL COVERING (Chapter 7) INTERIOR WALL COVERING (R702) Plaster material (R702.2) Plaster support (R702.2.3) ypsum board material (R702.3.1) Gypsum board support, application and fastening (R702.3.2 - R702.3.8) Ceramic the (R702.4) Other finishes (R702.5 and R702.6) EXTERIOR ALL COVERING (R703) �— Water -resistive barrier (R703.2) Wood siding (R703.3) Attachment and minimum thickness (Table R703.4) GENERA (R801 Wood shakes and shingles (R703.5) _ Exterior plaster (R703.6) Stone & masonry veneer (R703.7 & Figure R703.7); Steel angle lintels-4" minimum bearing each end (R703.7.3) Veneer ties: #9 U.S. gage wire or #22 U.S. gage by'/e"corrugated metal; 24" o.c. maximum horizontal spacing; 2.67 square feet maximum area supported (wind > 30 psf and SDC C or D, maximum area = 2 square feet) (R703.7.4.1) Flashing (R703.7.5 and R703.8) Exterior insulation and finish systems (R703.9) Fiber cement siding (R703.10) Vinyl siding (R703.11) ROOF -CEILING CONSTRUCTION (Chapter 8) (R801.2 and R801.3) Component and cladding wind loads [Table R301.2(2)] ROOF FRAMING (R802) Fire -retardant -treated wood (R802.1.3) Framing details (R802.3) Rafter tie (R802.3.1) Collar ties (4' o.c., in upper third of attic) (R802.3.1) Purlins (2" x 4" at 4' o.c. minimum) (Figure R802.5.1, R802.5.1) Bearing (R802.6) Cutting and notching (R802.7) i Engineered wood products (R802.7.2) Lateral support and bridging (R802.8) Framing of openings (R802.9) Wood trusses (R802.10) Roof tie -down (R802.11) CEJOISTS [Tables R802.4(1), R802.4(2)] Without attic storage, LL = 10psf With attic storage LL = 20psf Spacing Grade Span Size RAFTERS [Tables R802.5.1(1) - R802.5.1(8)] Ground snow load/LL = 20psf Controlling design (LL or snow) Ceiling not attached/ceiling attached. Spacing Species Grade Span Size Hc/HR; Adjustment factor ROOF SHEATHING (R803.2) Grade , Thickness FRTW allowable stresses/grading _� owable spans [Table R503.2.1.1(1)] Installation (R803.2.3) 0 CHIMNEYS AND FIREPLACES (cont'G.) M04 Changes in dimension (R1003.6) Chimney clearance (R1003.18) Additional load (R1003.8) Fireblocking (R1003.19) Termination (R1003.9) Chimney crickets (R1003.20) Spark arrestors (R1003.9.1) FACTORY -BUILT FIREPLACES (R1004) Wall thickness; >_ 4" (R1003.10) Flue lining - material/installation (R1003.11 and R 1003.12) Multiple flues (R-1003.13) Flue area (appliance) (R1003.14) Flue area (masonry fireplace) (R1003.15) Inlet (R1003.16) Listed and labeled (R1004.1) Installation (R1004.2) FACTORY -BUILT CHIMNEYS (R1005) Listed and labeled (R1005.1) Installation (R1005.3 and R1005.4) EXTERIOR AIR SUPPLY (R1006) Cleanout opening (R1003.17) Intake size (R1006.2, R1006.4) ENERGY EFFICIENCY* (Chapter 11) Compliance; material and equipment Building envelope (N1102) (N1101.2, N1101.3) Mechanical systems (N1103) Climate zone (Tattle N1101.2) 'See energy conservation plan review record V MECHANICAL (Chapters 12-23) Appliance labeling (M130Z M1303) Chimney and vent location and terminations (Chapter 10 and Chapter 18) Appliance access (M1305, M1401) Special fuel -burning equipment (Chapter 19) Appliance installation (M1307) Boilers/water heaters (Chapter 20) Heating and cooling equipment; heating and cooling load calculations (Chapter 14) Hydronic piping (Chapter 21) Exhaust systems (Chapter 15) Special piping and storage systems (Chapter 22) Duct systems (Chapter 16) Solar systems (Chapter 23) Combustion air (Chapter 17) Penetrations of fire -resistance rated assem- blies (R302.4, R302.5) FUEL GAS Chapter 24) G2409rances Application (G2401.1) Clearances ( ) General regulations (G2404) Appliance location (G2406) Air requirements (G2407) Installation (G2408) Electrical and electrical bonding (G2410, G2411) Pipe sizing (G2413) Piping materials (G2414) -10- FUEL GAS cont'd) Piping installation (G2415 and G2419) F Venting (G2426 - G2429) Piping support (G2418 and G2424) Misc appliances (G2423, G2425, G2430 - Valves, controls, connections (G2420, G2421 G2453) and G2422) 0.( L PLUMBING (Chapters 25-33) Water service location and depth (P2603, Sprinkler coverage P2604) (P2904.2.4) 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) Water supply and distribution system design and calculations (Chapter 29) Dwelling unit fire sprinkler systems (P2904) Temperature rating (P2904.2.1, P2904.2.2) Freezing protection (P2904.2.3) Piping materials (P2904.3) Flow rates (P2904.4.1, P2904.4.2) Water supply capacity (P2904.5.2) Pipe sizing (P2904.6) Drain, waste and vent pipe sizing and riser diagram (P3004, P3005, Chapter 31) Sumps and ejectors (P3007) Backwater valves (P3008) Fixture traps (P3201) Storm drainage (Chapter 33) Penetrations of fire -resistance rated assem- blies (R302.4, R302.5) oELECTRICAL (Chapters 34-43) Penetrations of fire -resistance rated assem- Wiring methods (Chapter 38) blies (E3402.2) Required lighting and receptacle outlets Listed and labeled materials (E3403) (E3901, E3903) Service equipment and location (E3405, E3601, E3606) Service size and load calculations (E3602) Available fault current (E3606) System grounding (E3607) Required branch circuits (E3703) Feeder requirements and load calculations (E3704) Ground -fault and arc -fault circuit -interrupter protection (E3902) Devices and lighting fixtures (Chapter 40) Appliance installation (Chapter 41) Swimming pools (Chapter 42) Class 2 remote -control, signaling and power -lim- ited circuits (Chapter 43) MANUFACTURED HOUSING USED AS DWELLINGS (Appendix E) Compliance with Appendix E verified Provisions adopted (R102.5) p PP -11- RAIDvN CONTROL MEASURES (Appends r') Compl iance li nce with Appendix F verified Provisions adopted (R102.5) a pp SWIMMING POOLS, SPAS AND HOT TUBS (Appendix G) Provisions adopted (R102.5) Compliance with Appendix G verified PATIO COVERS (Appendix H) Provisions adopted (R102.5) Compliance with Appendix H verified PRIVATE SEWAGE DISPOSAL (Appendix 1) Provisions adopted (R102.5) Compliance with Appendix I verified EXISTING BUILDINGS AND STRUCTURES (Appendix J) SOUND TRANSMISSION (Appendix K) Provisions adopted (R102.5) Compliance with Appendix K verified HOME DAY CARE-11-3 OCCUPANCY (Appendix M) Provisions adopted (R102.5) Compliance with Appendix M verified -12- CEMEX. 570114P Begin 0 717Ur a "A 3. Customer Code: Customer Name: _,O. ciiFX Hf,:,11.1.1 .3 CONCRITT Tr- CO E-t,;' ,,T Project Code: Project Name: if'. I" k P, �.ADJRI_r Ticket Date: Delivery Address: 3' 31,_,, C, F f 1-1' i$ I 43i T F11 t,.t.q-Y Delivery Instruction Customer Job Number: -Order Code I Date; Project P.O. Number. Order PIO. Number: V E R B V, L RQE1i0f_.7_111 Map Page: Map/Row/Column: Dispatcher: Ticket Number: I'a Due On Job: J —.I.- Slump: Truck Number: Driver Number: __FD -7r i er Name. End Use: A 5. 1 Q 9 ;21 f) is JI-XCIPINY E_`IMPSON R L 0 N1 G E f I- E" LOAD QUANTITY CUMULATIVE QUANTITY ORDERED QUANTITY MATERIAL CODE PRODUCTION DESCRIPTION U0M UNIT PRICE AMOUNT _2 ot IV, T RTINVJEN °..l C RG T" L HP" Cash Check Auth Code: Signature of Driver Receiving Cash: Cash Received: Total COD Order Amount to Collect Without Standby Charges: Check Farge ComrNnts;: WATER ADDED: A GAL YARDS IN DRUM: WHEN ADDED. I SIGNATURE o CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: RECEIVED JUN 112013 SIGNATURE L1 LOAD WAS TESTED BY: Notice: 'Our drivers will make every effort to place materials where the customer designates, but the SPECIAL TERMS: Any water added is at customers own risk. If water is added on job, concrete strength Company assumes no responsibility for damages inside curb or property line. Customer agrees to the is no longer guaranteed. WARNING: Product may cause skin and/or eye irritation. CAUTION: Material terms of sale and delivery and accepts concrete as is. Due to important factors which are out of our may be hazardous to your safety and health' Please refer to the backside of -this -ticket for important control after delivery; this Company will not accept any responsibility for the, finished results. No credit for safety handling information, and to the material safety data sheets foraddifional information. returned concrete. Buyers exceptions and claims shall be deemed -waived unless made. to us in writing AUTHORIZED SIGNATURE: within one business cla� after the receipt of materials. .68UNIVERSAL CUSTOMER P IR E k.,' TRK LOAD NUN This Delivery Ticket incorporates herein by reference Buyer's previously executed Credit Applicafion, if any, Seller's Standard Terms and Conditions, Seller's Quotatio any, and Seller's Order Confirmation (ir :ing limitations of warranties), as if fully set forth on this Delivery Ticket ("Agree...„,"). Seller will provide the Standard Terrr d Conditions upon request. Buyer agrees that, unless otherwise noted on the front hereof, all quantities and items were delivered as indicated and further expressly agrees to pay in accordance with the Agreement. AGGREGATE / CEMENT / CONCRETE PRODUCTS / FLY ASH Aggregate products are naturally occurring materials including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. Cement products include Portland cement, masonry, pozzolan (Type IP), roof tile, and stucco. Concrete products include Portland cement and aggregate products including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. These products, including f',, ash, may contain more than 0.025% crystalline silica. Hazards: freshly mixed wet cement and/or fly ash can cause eye irritation, skin and eye burns and allergic skin reactions. Dry concrete and aggregate dust may cause irritation to eyes, skin, and/or respiratory tract. Dust from handling, crushing, grinding, cutting and/or drilling may contain silica, which may cause silicosis and cancer if inhaled. If ingested, keep warm, at rest, and drink large amounts of water. Fly Ash may contain trace amounts of ammo- nia. Moisture can cause the ammonia to be released. Inhalation of ammonia can cause coughing and irritation or burns of the nose, throat and lungs. See physician. Health risk depends on duration and level of exposure. Safety: Avoid contact with eyes and prolonged contact with skin. Wear gloves, eye protection, and appropriate protective clothing. Wash hands thoroughly with mild soap and water after handling. Avoid breathing dust. If exposed to dust above recommended limits (see MSDS), wL.ir suitable NIOSH-approved respiratory protection. i First did: In case of eye contact, immediately flush eyes with J,t ,vinq eater for oik i t,;s t 3ih4.icci; move r: <l air. If wet cement contacts skin, rinse thoroughly will, t it',r. G i ;",r, cc. 'c !e,'. _ et tii 11 lr;"lt.iio}; CEMEX, Memorial Hermann T.)wY,r 929 Gessner, Suite 1900 V7 combined Houston, Texas 77024 02/12 For more information please visit Uv�rAv cem:;xusa.com. Este ticket de entrega incluye comp referencia al coinprador (ya previamente ejecutada en su aplicaci6m de ci6dac` c i.la.: ii„ic` termino estandar, condiciones del vendedor, propuestas del vendedor y orden de confirmation del vendedor (co -. liznitaF:Fcl t. garantfas). Lomo acuerdo total del ticket de entrega ("Contrato"). El vendedor proveerd los term..inos estandares y condiciorl,.5 lados en caso de asf ser requeridos. Con este docurnen.to, el comprador acepta los mismos ya antes mencionados y quc: las caiir1,ja( %•; y materiales fueron entregados comp se expresa en el mismo. Acepta pagar el monto de acuerdo al contaato; al menos que se fique con una rota al frente de este documento. AGREGADOS / CEMENTO / PRODUCTOS ICE CONCRETO / CENIZAS VOLANTES Los productos do agregados son materiales naturales conio piedra caliza, dolomita, granito, roca volcanica, arena, grava y otros materiales silicios. Los productos de cemento incluyen CementQ de tipo Portland, de albanilerfa, pozzolan (tipo IP), azulejo de azotea y estuco. Los productos de concreto incluyen cemento Portland y productos de agregados coino piedra caliza, dolomita, granito, roca volcanica, arena, grava, y otros materiales silicios. Estos productos incluyen cenizas volantes (fly ash) la coal pued; I contener mas de 0.025% de silicio cristalino. , Peligros: Mezela de cemento fresco y/o cenizas volantes pueden causar irritacion en los Ojos, quemaduras en piel y ojos,y reacciones alergicas en la pie]. Concreto seco y polvo de agregados, pueden causar irritacion en los Ojos, piel y/o on la zona respiratoria..Polvo del manejo en el tritoram ento, pulido, torte y/o per foracion puede contener materials silicos, Los cuales pueden causar silicosis pulmonar y cancer si son inhalados. En caso de ser ingeridos, manteneySe en temperatura calida, reposar y tomar grandes cantidades de agua. Las cenizas volantes pueden contener amoniaro. Seguridad: La humedad puede causar .la liberation del amoniaco. La inhalaci.on del amoniaco puede causar toser, i.rritaci,/n o quemaduras en la nariz, garganta y pulmones. Acudir inmediatamente at medico. Et riesgo on la salad depenue er, la duration y el nivel de la exposition. Seguridad: Evite el contacto con ojos y contacto prolongado con la piel. Use guantes, protection en los ojos y ropa Primeros adecuada para proteccion. Lavese ]as manos con jabon suave y agua despues del manejo de materiales. Evite inhalar auxilios° polvos. Si se expose a polvos mas de los limites recomendados, use protecc0n.rr;spiratr�r Primeros auxilios: En caso de contacto en los ojos, inmediatamente fluya agua en la parte afectada por 15 minutos. Si se inhala polvo, expongase a aire fresco. Si el cemento fresco tiene contacto con sus ojos, lavelos a fondo con agua. Acuda a atencion medica inmediatamente si la irritacion continua. CIE MEX. Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combinado Houston, Texas 77024 02/12 Para mas informacion visita www.ceinexusa.com. • IF 0 �. CEMEX Plant: Begin Loading: I To Job: J Arrive Job: Start Unload: Finish Unload: Leave Job: Return Plant: 0 92/1. 0- ' Customer Code: Customer Name: 3026605 RC)DN EY FIALL_' a CMNICrRETE CONIST Project Cade: Project Name: Ticket Date: Delivery Address: .:)'a GRAt, DE VISTA WAY Delivery Instructions: t r- Customer Job Number: Order Code / Date: Project P.O. Number. Order P.O. Number. Map Page: M$ o ap/Row/Column: {{ Dispatcher: L i`, R +i Ticket Number: Due On Job: Slump: Truck Number: Driver Number: Driver Name: End Use: i 7 : 34 � � t: f'j 1.c:�026/1" F 3 f �-f t5 T IJY :'AI�fT C3�lI Iri� Z BL^i?I.3!_PP, LOAD CUMULATIVE I ORDERED MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT QUANTITY QUANTITY QUANTITY 4 1.r:�N �r"a Inc 00 3rt:�a t.Rh I J.1.",ii7.3- G 25 R E G ' s 3 5(**� '21 5 , ou r 5 '13,&i 'uF I BERME SI"-i 15,i1 i ''A 1. 00 1,. ; .✓ b1 Fi FUEL SURCHARGE 1. t`: 120 i A9 ENVIRONMENTAL CHARGE Cash Check # / Auth Code: Signature of Driver Receiving Cash: Cash Received: Total COD Order Amount to Collect Check With Standby Charges: Charge Comments: WATER ADDED: GAL YARDS IN DRUM: WHEN ADDED. SIGNATURE CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: .SIGNATURE ❑ LOAD WAS TESTED_ BY: Notice: Our drivers will make every effort to place materials where the customer designates, but the SPECIAL TERMS: Anyy vvyyate addeais at customers own risk—lf'water is added on job, concrete strength Company assumes no responsibility for damages Inside curb or property line. Customer agrees to the is no longer,.guarantee ;"WAFT NG: BProduct may cause -skin and/or eye irritation. CAUTION: Material terms of sale and delivery and accepts concrete as Is. Due to important factors which are out of our may be hazardous;o•your safety ark health. Phase refer to the backside of this ticket for important control after delivery, this Company will not accept any responsibility for the finished results. No credit for safety haniilin"gAlnformation, andlio the material -safety data sheets for additional information. returned concrete. Buyers exceptions and claims shall be deemed waived unless made to us in writing AUTHORIZED S�GNATURE: / within one business day after the receipt of materials. O � y 68UNIVERSAL I_'i E—Y I RK - 10625760 �"� LOAD NLJ,'I -. 2 INVOICE This Delivery Ticket incorporates herein by reference Buyer's previously execiji6cLCredit Application, if any, Seller's Standard Terms and Conditions, Seller's Qu, .if any, and Seller's Order Confirmatik luding limitations of warranties), as if fully set forth on this Delivery Ticket ("Ab, neat"). Seller will provide the Standard 'l en s and Conditions upoirrequest. Buyer agrees that, unless otherwise noted on the front hereof, all quantities and items were delivered as indicated and further expressly agrees to pay in. accordance with the- Agreement. AGGREGATE / CEMENT / CONCRETE PRODUCTS / FLY ASH Aggregate products are naturally occurring materials including limestone, dolomite, granite, volcanic .rock, sand, gravel, and other siliceous materials. Cement products include Portland cement, masonry, pozzolan (Type IP), roof tile, and stucco. Concrete products include Portland cement and aggregate products including limestone, dolomite,, granite, volcanic rock, sand, gravel, and other siliceous materials. These products, including fly ash, may contain more than 0.025% crystalline silica. Hazards: Freshly mixed wet cement and/or fly ash can cause eye irritation, skin and eye burns and allergic skin reactions. Dry concrete and aggregate dust may cause irritation to eyes, skin, and/or respiratory tract. Dust from. handling, crushing, grinding, cutting and/or drilling may contain silica, which may cause silicosis and cancer if inhaled. If ingested, keep warm, at rest, and drink large amounts of water. Fly Ash may contain trace amounts of ammo- nia. Moisture can cause the ammonia to be released. Inhalation of ammonia can cause coughing and irritation or burns of the nose, throat and lungs. See physician. Health risk depends on duration and level. of exposure. Safety: Avoid contact with eyes and prolonged contact with skin. Wear gloves, eye protection, and appropriate protective clothing. Wash hands thoroughly with mild soap and water after handling. Avoid breathing dust. If exposed to dust above recommended limits (see MSDS), wear suitable NIOSH-approved respiratory protection. First Aid: In case of eye contact, immediately flush eyes with flowing water for 15 minutes. If dust is inhaled, move to fresh air. If wet cement contacts skin, rinse thoroughly with water. Get proper medical attention if irritation persists. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combined Houston, Texas 77024 02/12 For more information please visit www.cemexusa.com. Este ticket de entrega incluye-como referencia at comprador (ya previamente ejecutada en su aplicacion de credito); cualquier -termino estdndar, condiciones del vendedor, propuestas del vendedor y orden de confinnacion del vendedor (con limitations y garantfas), como acuerdo total del ticket de entrega ("Contrato"). El vendedor proveera los terminos estandares y condiciones detal- lados en caso de asf ser requeridos. Con este documento, el comprador acepta los mismos ya antes mencionados y que las cantidades y materiales fueron entregados como se expresa en el mismo. Acepta pagar el mont0 de acuerdo at contrcto; at menos que se identi- fique con una nota at frente de este documento. AGREGADOS / CEMENTO / PRODUCTOS DE CONCRETO / CENIZAS VOLANTES Los productos-de agregados son materiales naturales como piedra caliza, dolomita, granito, roca volcanica, arena, Brava y otros materiales silicios. Los productos de cemento incluyen Cemento de tipo Portland, de albanilerfa, pozzolan (tipo IP), azulejo de azotea .y.estuco. Los productos de concreto incluyen cemento Portland y productos de agregados como piedra caliza, dolomita, granito, roca volcanica, arena, grava, y otros materiales silicios. Estos productos incluyen cenizas volantes (fly ash) la cual puede contener mas de 0.025% de silicio cristalino. Peligros: Mezcla de cemento fresco y/o cenizas volantes pueden causar irritation en los Ojos, quemaduras en piel y ojos, y reacciones alergicas en la piel. Concreto seco y polvo de agregados, pueden causar irritation en los ojos, piel y/o en la zona respiratoria. Polvo del manejo en el trituram.iento, pulido, torte y/o perforation puede contener materiales silicos, los cuales pueden causar silicosis pulmonar y cancer si son inhalados. En caso de ser ingeridos, mantenerse en temperatura calida, reposar y tomar grander cantidades de agua. Las cenizas volantes pueden contener amoniaco. Seguridad• La humedad puede causar la liberation del amoniaco. La i:.nhalacion del amoniaco puede causar toner, i.rritacion o quemaduras en .la nariz, garganta y pulmones. Acudir inmediatamente at medico. El riesgo en la salud depende en la duration y el nivel de la exposition. -. Seguridad: Evite el contacto con ojos y contacto 1prolongado con ]a piel. Use guantes, proteccioh en los-ojos y ropa Primeros adecuada para proteccion. Lavese las manos con jabon suave y agua despues del manejo de materiales'.1-Vite inhalar auxilios• polvos. Si se expone a polvos mas de los limites recomendados, use proteccion respiratoria. Primeros auxilios: En caso de contacto en los ojos, inmediatamente fluya agua en la pane afectada por 15 minutos. Si se inhala polvo. expongase a aire fresco. Si el cemento fresco tiene contacto con sus ojos, lavelos a fondo con agua. Acuda a atencion medica inmediatamente si la irritation continua. CEMEX, Memorial Hermann Tower 929 Gessner, Suite-1900 V7 combinado Houston, Texas 77024 02/12 Para mas information visita www.cemexusa.com. .may- ,f COMEX e k /o � Plant: Begin Loading: I To Job,:--T Arrive Job: Start Unload: Finish Unload: Leave Job: Return Plant: 0 S1 21 / 10 2 T ___1 . " Customer Code: Customer Name: 3026605 RODNE Y HALL.' S CONCRETE COt f°ST Project Code: Project Name: j K�T-RODN-:Y HALL AL Ticket Date: Delivery Address: Delivery Instructions: I " i Customer Job Number: Order Code I Date: !♦ Project P.O.. Number. Order P.O. Number. Map Page: Map/Row/Column: 272 t' 7193- 0.18 Dispatcher. I z .E, it`s` Ticket Number: . Due On Job: 08 n 13 Slump: 5. (k) Truck Number: :1_ f=u0� G- 41 Driver Number: f 1 i l*32 r 7 Driver Name: KENNY triALONE End Use: BL DNG n S7 I� LOAD CUMULATIVE I ORDERED QUANTITY QUANTITY QUANTITY MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT d{_i i,`2t4 '(D".. t-o 30. (?:1 1 tT,:-!ci.36 2500 REG `' D3. 1. 00 12',IISIB FUEL. SURCHARGE •i f '" �.. .lf.� .. -r 49 =�v1 1 R;4EaTALC'f^:%�•"'�..,s u r:_?h , " Cash Check # / Auth Code: Signature of Driver Receiving Cash: Cash Received: Total COD Order Amount to Collect Check Without Standby Charges: Charge Comments: WATER -ADDED: GAL YARDS IN DRUM: WHEN ADDED. SIGNATURE CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: SIGNATURE O LOAD WAS TESTED BY: Notice: Ourdrivers will make every effort to place materials where the customer designates, but the SPECIAL TERMS: Any water added is at customers own risk. iflwater is added on job, concrete strength Company assumes no responsibility for damages inside curb or property line. Customer agrees to the is no longer guaranteed. WARNINIV' Product may cause skin and/or eye irritation. CAUTION: Material terms of sale and delivery and accepts concrete as is. Due to important factors which are out of our may be hazardous to.yo>�safety-and-health. Please refer to the backside of this ticket for important control after delivery, this Company will not accept any responsibility for the finished results. No credit for safety handling)nformation, and•to•the•matefial safety.data sheets for additional information. returned concrete. Buyers exceptions and claims shall be deemed waived unless made to us in writing AU• HORIZED-SIGNATURE: f� within one business day after the receipt of materials. 68UNIVERSAL PREV TRK . :L ( f02G— 4 1)8 LOAD �` ��1�4 n" .3 INVOICE This Delivery Ticket incorporates herein by reference Buyer's previously execuredit Application, if any, Seller's Standard Terms and Conditions, Seller's Qu if any, and Seller's Order Confirmatio ludin.g limitations of warranties), as if fully set forth on this Delivery Ticket ("Aa, ent"}. Seller will provide the Standard Terms and Conditions uponrequest. Buyer agrees that, unless. otherwise noted on the front hereof, all quantities and items were delivered as indicated and further expressly agrees to pay in accordance with the Agreement. AGGREGATE / CEMENT / CONCRETE PRODUCTS / FLY ASH Aggregate -products are naturally occurring materials including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. Cement products include Portland cement, masonry, pozzolan (Type IP), roof tile, and stucco. Concrete products include Portland cement and aggregate products including limestone, dolomite, granite, volcanic rock, sand, gravel, and. other siliceous materials. These products, including fly ash, may contain more than 0.025% crystalline silica` Hazards: Freshly mixed wet cement and/or fly ash can cause eye irritation, skin and eye burns and allergic skin reactions. Dry concrete and aggregate dust may cause irritation to eyes, skin, and/or respiratory tract. Dust from handling, crushing, grinding, cutting and/or drilling may contain silica, which may cause silicosis and cancer if inhaled. If ingested, keep warm, at rest, and drink large amounts of water. Fly Ash may contain trace amounts of ammo- nia. Moisture can cause the ammonia to be released. Inhalation of ammonia can cause coughing and irritation or burns of the nose, throat and lungs. See physician. Health risk depends on duration and level of exposure. Safety: Avoid•contact with eyes and prolonged contact with skin. Wear gloves, eye protection, and appropriate protective clothing. Wash hands thoroughly with mild soap and water after handling. Avoid breathing dust. If exposed to dust above recommended limits (see MSDS), wear suitable 1\IIOSH-approved respiratory protection. First Aid: In case of eye contact, immediately flush eyes with flowing water for 15 minutes. if dust is inhaled, move to fresh air. If. wet cement contacts skin, rinse thoroughly with water. Get proper medical attention if irritation persists. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900. V7 combined Houston, Texas 77024 02/12 For more information please visit www.cemexusa.com. Este ticket de entrega incluye como referencia at comprador (ya previamente ejecutada en su ap]icaci6n. de credito); cualquier ter-mino esOndar, condiciones del vendedor, propuestas del vendedor y orden de confinnacion del vendedor (con limitations y garantias), como acuerdo total del ticket de entrega ("Contrato"). El vendedor proveera los tdrmi'nos estandares y condiciones detal- lados en-caso de as% ser requeridos. Con este documento, el comprador acepta los mismos ya antes mencionados y que las cantidades y materiales fueron entregados como se expresa en el mismo. Acepta pagar el monto de acuerdo at contaato; at meos que se identi- fique con una rota at frente de este documento. At REGADOS / UEMENTO / FRODUUTUS DE UONUK1 TO / UEN1LAS VOLANTES Los productos- de agregados son materiales naturales como piedra caliza, dolomita, granito, roca volcanica, arena, grava y otros materiales silicios. Los productos de cemento incluyen Cemento de tipo Portland, de albanilerfa, pozzolan (tipo IP), azulejo de azotea y estuco. Los productos de concreto incluyen cemento Portland y productos de agregados como piedra caliza, dolomita, granito, roca volcanica, arena, grava, y otros materiales silicios..Estos productos incluyen cenizas volantes (fly ash) la c:ual puede contener mas de 0.025% de silicio cristalino. Peligros: Mezcla de cemento fresco y/o cenizas volantes pueden causar irritacion en los Ojos, quemaduras en piel y ojos, y reacci.ones alergicas en. la pie]. Concreto seco y polvo de agregados, pueden causar irritation en los ojos, piel y/o en la zona respiratoria. Polvo del manejo en el trituramiento, pulido, torte y/o perforation puede contener materiales silicon, los cuales pueden causar silicosis pulmonar y cancer si son. inhalados. En caso de ser ingeridos, mantenerse en.temperatura caliza, reposar v tomar grandes cantidades de agua. Las cenizas volantes pueden contener amoniaco. Seguridad• La humedad puede causar la liberation del amoniaco. La inhalacion del amoniaco puede causar toser, irritacion o quemaduras en la nariz, garganta y pulmones. Acudir inmediatamente at medico. El riesgo en la salud depende en la duration y el nivel de la exposition. Seguridad: Evite el contacto con ojos y contacto prolongado con la piel. Use guantes, proteccion en los ojos y ropa Primeros adecuada para proteccion. Lavese ]as manos con jabon suave y agua despues del manejo de materiales. Evite inhalar auxilios: polvos. Si se expone a polvos mas de los limites recomendados, use proteccion respiratoria. Primeros auxilios: En caso de contacto en los ojos, inmediatamente fluya agua en la parte afectad.a por 15 minutos. Si se inhala polvo, expongase a aire fresco. -Si el cemento fresco tiene contacto con sus ojos, lavelos a fondo con agua. Acuda a atencion med.ica inmediatamente si la irritacion continua. CEMEX. Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combinado Houston, Texas 77024 02/12 Para mas information visita www.cemexusa.com. 9 A ,r L. CCRICX �5 518 1 19 p7 3-0 ozo Plant: Begin Loading: To Job: Arrive Job: Start Unload: Finish Unload: Leave Job: Return Plant: f 2" 1fj_c Customer Code: Customer Name: LT 2 GF,f.,5 l ODkilE HALL.' s CONCRETE CONS Project Code: Project Name: Ltt�''`�'I.S.f..'•�:::'}::f �''$��"_•i":��,�:L.s�' I—)!'Id..i,� (. �-��.�. l.ZC3Ii'r; Ticket Date: Delivery Address: Delivery Instructions: Customer Job Number: Order Code / Date: Ll. 4 05 / .3 .f. t 1 4 Project P.O. Number Order P.O. Number R_'-L tf lOfV:,:\.`l.. Map Page: Map/Row/Column: . 7 80 13 Dispatcher., Ticket Number: Due On Job: f:/'7 4 (1�i Slump: 5. (_ Truck Number: i; 1(.-X)c:_,.J% Driver Number: () .I.(,j132i-F, Driver Name: 777 BOD,, COLEMAK! F�!__DI",lG `=:1._At? LOAD QUANTITY CUMULATIVE QUANTITY ORDERED QUANTITY MATERIAL CODE `PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT (:•(dyf_?c l.•, = Jix _i(� c~.1__REt :5d'J vdf C)l` ^'.f^',N E S -r ijt_, EI._iEL SURC±• .ARGE 1. , 00 .. i 6 749 C=NY T F?i7tdNEN f YI_ C1-iARG t Cash Check # / Auth Code: Signature of Driver Receiving Cash: Cash Received: Total COD Order Amount to Collect ] Check Without Standby Charges: Charge Comments WATER ADDED: GAL YARDS IN DRUM: _ WHEN ADDED.' CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: SIGNATURE ❑ LOAD WAS TESTED BY: Notice: Our drivers will make every effort to place materials where the customer designates, but the SPECIAL TERMS: Any water added is at customers own risk. If water is added on job, concrete strength Company assumes no responsibility for damages Inside curb or property line. Customer agrees to the is no longer guaranteed. WARNING: Product may cause skin and/or eye Irritation. CAUTION: Material terms of sale and delivery and accepts concrete as is. Due to important factors which are out of our may be hazardous to your safety and health. Please refer to the backside of this ticket for important control after delivery, this Company will not accept any responsibility for the finished results. No credit for safety handling Information, and to the material safety data sheets for additional information, returned concrete. Buyers exceptions and claims shall be deemed waived unless made to us in writing AUTHORIZED SIGNATURE: within one business day after the receipt of materials. O 68UNIVERSAL PRE V T RKN o INVOICE LOAD NIUM. This Delivery Ticket incorporates h*r,'nlby reference Buyer's previously execut � redit Application, if any, Seller's Standard Terms and Conditions, Seller's Quoif any, and Seller's Order Confirmatio .uding limitations of warranties), as if fully set forth on this Delivery Ticket ("Aent" ). Seller will. provide the Standard Terms and Conditions upon request. Buyer agrees that, unless his noted on the front hereof, all quantities and items were delivered as indicated and further expressly agrees to pay.in accordance with -the. Agreement. AGGREGATE / CEMENT / CONCRETE PRODUCTS / FLY ASH Aggregate products are naturally occurring materials including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. Cement products include Portland cement, masonry, pozzolan (Type IP), roof tile, and stucco. Concrete products include Portland cement and aggregate products including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. These products, including fly ash, may contain more than 0.025% crystalline silica. Hazards: Freshly mixed wet cement and/or fly ash can cause eye irritation, skin and eye burns and allergic skin reactions. Dry concrete and aggregate dust may cause irritation to eyes, skin, and/or respiratory tract. Dust from handling, crushing, grinding, cutting and/or drilling may contain silica, which may cause silicosis and cancer if inhaled. If ingested, keep warm, at rest, and drink large amounts of water. Fly Ash may contain trace amounts of ammo- nia. Moisture.can cause the ammonia to be released. Inhalation of an can cause coughing and irritation or burns of the nose, throat and lungs. See physician. Health risk depends on duration and level of exposure. Safety: Avoid contact with eyes and prolonged contact with skin. Wear gloves, eye protection, and appropriate protective clothing. Wash hands thoroughly with mild soap and water after handling. Avoid breathing dust. If exposed to dust above recommended limits (see MSDS), wear suitable NIOSH-approved respiratory protection. First Aid: In case of eye contact, immediately flush eyes with flowing water for 15 minutes. If dust is inhaled, move to fresh air. If wet cement contacts skin, rinse thoroughly with water. Get proper medical attention .if irritation persists. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combined Houston, Texas 77024 02/12 - For more information please visit www.cemexusa.com. Este ticket de entrega incluye Como referencia at comprador (ya previamente ejecutada en su aplicaci6n de credito)-. cualquier termino estdndar, condiciones del vendedor, propuestas del vendedor y orden de confinnaci6n del vendedor (con limitations y garantfas): como acuerdo total del ticket de entrega ("Contrato"). El vendedor proveera los terminos estandares y condiciones detal- lados en caso de asf ser requeridos. Con este documento, el comprador acepta los mismos ya antes mencionados y que las cantidades y materiales fueron entregados como se expresa en el m.ismo. Acepta pagar el monto de acuerdo at contacto; at menos que se identi- fique con una nota at frente de este documento. AGREGADOS / CEMENTO / PRODUCTOS DE CONCRETO / CENIZAS VOLANTES Los productos de agregados son materiales naturales como piedra caliza, dolomita, granito, roca volcanica, arena, grava y otros materiales siticios: Los productos de cemento incluyen Cemento de tipo Portland, de albaiiilerfa, pozzolan (tipo IP), azulejo de azotea y estuco. Los productos de concreto incluyen cemento Portland y productos de agregados como piedra caliza, dolom.ita, granito, roca volcanica, arena, b ava, y otros materiales silicios. Estos productos incluyen cenizas volantes (fly ash) la cual puede contener mas de 0.025% de silicio cristalino. Peligros: Mezela de cemento fresco y/o cenizas volantes pueden causar irritaci6n en los ojos, quemaduras en piel y ojos, y reacciones alergicas en la piel. Concreto seco y polvo de agregados, pueden causar irritacion en los ojos, piel y/o en la zona respiratoria. Polvo del. manejo en el trittiramiento, pulido, torte y/o perforaci6n puede contener materiales silicos, los cuales pueden causar silicosis pulmonar y cancer si son inhalados. En caso de ser ingeridos, mantenerse tn en temperatura calida, reposar y tomar grandes cantidades de agua. Las cenizas volantes pueden contener amoniaco. Seguridad• La humedad puede causar la liberaci6n del amoniaco. La inhalaci6n del amoniaco puede causar toser, irritacion o quemaduras en la nariz, garganta y pulmones. Acudir .inmediatamente at medico. El riesgo en la salud depende en la duraci6n y el nivel de la exposici6n, - Seguridad: Evite el contacto con ojos y contacto prolongado con la piel. Use guantes, protecci6n en los ojos y ropa Primeros adecuada Para protecci6n. Lavese las manos con jab6n suave y agua despues del manejo de materiales. Evite inhalar auxilios' polvos. Si se expone a polvos mas de los limites recomendados, use protecci6n respiratoria. Primeros auxilios: En caso de contacto en los ojos, inmediatamente fluya agua en la parte afectada por 15 minutos. Si se inhala polvo, exp6ngase a aire fresco. Si el cemento fresco tiene contacto con sus ojos, ldvelos a fondo con agua. Acuda a atenci6n medica inmediatamente si la irritacion continda.. CEMEX, Memorial Heimann Tower 929 Gessner, Suite 1900 V7 combinado Houston, Texas 77024 02/12 Para mas informaci6n visita www.cemexusa.com. F CC -Max 55518211 Plant: Begin Loading: To Job: Arrive Job: Start Unload: Finish Unload: Leave Job: Return Plant: {_f92 % 1 (_1r. 12 Customer Code: Customer Name: ,3(:}266i)5 RODN!EY i-4A1_.L' S CONCRETE,. CONST rProject Code: Project Name Ticket Date: Delivery Address: 05,'31 :13 33 GFRANDl= VISTA z,#A Delivery Instructions: Customer Job Number: Order Code / Date: Project P.O. Number. _ Order P.O. Number. ��ll_ Map Page: Map/Row/Column: 271 1 27198018 Dispatcher: .. _ .. Ticket Number: 32621927 Due On Job: Slump: Truck. Number: Driver Number: Driver Name: End Use: 09.45 J. (� [ l{ i {�1i y2i� �t� _ 11� 10922115 SOB COLE F ANI , LOAD QUANTITY CUMULATIVE QUANTITY I ORDERED QUANTITY MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT ,-!t .4 S.s :5(i~GL: tJ() i u i7.. 75 .? 13'f'�I a()0 F 72-EyttEH d 5 FUEL S3 iRCF I(.(RGF . G"', 1.,"? x%;749 Et,1V I ROi'dMEKITA?_ C!- ARC73' !•'i.ai. !; i-d _. ilk � II � a.,�i �I Cash Check # IAuth Code: Signature of Driver Receiving Cash: Cash Received: Total COD Order Amount to Collect ] Check Without Standby Charges: ICharge Comments: WATERADDED: GAL YARDS IN DRUM: WHEN ADDED. SIGNATURE CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: SIGNATURE ❑ LOAD WAS TESTED BY: Notice: Our drivers will make every effort to place materials where the customer designates, but the SPECIAL TERMS: Any water added is at customers own risk. If water is added on job, concrete strength Company assumes no responsibility for damages inside curb or property line. Customer agrees to the is no longer guaranteed. WARNING: Product may cause skin and/or eye irritation. CAUTION: Material terms of sale and delivery and accepts concrete as is. Due to important factors which are out of our may be hazardous to your safety and health. Please refer to the backside of this ticket for important control after delivery, this Company will not accept any responsibility for the finished results. No credit for safety handling information, and to the material safety data sheets for additional information. returned concrete. Buyers exceptions and claims shall be deemed waived unless made to us in writing AUTHORIZED SIGNATURE: ,within one business day after the receipt of materials. O 68UNIVE.RSAL PRE V TRK o 1. 0(_)25760 I INVOICE LAD NUt''r o 5 This Delivery Ticket incorporates hergig& reference Buyer's previously executed Credit Application, .if any, Seller's Standard Terms and Conditions, Seller's Quotat any, and Seller's Order Confirmation ing limitations of warranties), as if fully rms ll set forth on this Delivery Ticket ("Agreement"). Seller will provide the Standard Ted Conditions upon request. Buyer agrees that, unless otherwise noted on the front hereof, all quantities and items were delivered as indicated and further expressly agrees to pay in accoidance with the Agreement. z- AGGREGATE / CEMENT / CONCRETE PRODUCTS / FLY ASH Aggregate products are naturally occurring materials including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. Cement products include Portland cement, masonry, pozzolan (Type IP), roof tile, and stucco. Concrete products include Portland cement and aggregate products including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. These products, including fly ash, may contain more than 0.025% crystalline silica. Hazards: Freshly mixed wet cement and/or fly ash can cause eye irritation, skin and eye burns and allergic skin reactions. Dry concrete and aggregate dust may cause irritation to eyes, skin, and/or respiratory tract. Dust from handling, crushing,. grinding, cutting and/or drilling may contain silica, which may cause silicosis and cancer if inhaled. If ingested, keep warm, at rest, and drink large amounts of water. Fly Ash may contain trace amounts of ammo- nia. Moisture can cause the ammonia to be released. Inhalation of ammonia can cause coughing and irritation or burns of the nose, throat and lungs. See physician. Health risk depends on duration and level of exposure. Safety: Avoid contact with eyes and prolonged contact with skin. Wear gloves, eye protection, and appropriate protective clothing. Wash hands thoroughly with mild soap and water after handling. Avoid breathing dust. If exposed to dust above recommended limits (see MSDS), wear suitable NIOSH-approved respiratory protection. First Aid: In case of eye contact, immediately flush eyes with flowing water for 15 minutes. If dust is inhaled, move to fresh air. If wet cement contacts skin, rinse thoroughly with water. Get proper medical attention if irritation persists. CEMEX, Memorial Henmann Tower 929 Gessner, Suite 1900 V7 combined Houston, Texas 77024 02/12 For more information please visit www.cemexu.sa.com. Este ticket de entrega incluye como referencia at comprador (ya previamente ejecutada en su aplicaci6n de credito): cualquier termino estdndar, conditions del vendedor. propuestas del vendedor y orden de confinmaci6n del vendedor (con limitations y garantfas). como acuerdo total del ticket de entrega ("Contrato"). El vendedor proveera los terminos estandares y condicones detal- lados en caso de asf ser requeridos. Con este documento, el comprador acepta los mismos ya antes mencionados y que ]as cantidades y materiales fueron entregados como se expresa en el mismo. Acepta pagar el monto de-acuerdo at contrato; at menos que se identi- fique con una nota at frente de este documento. AGREGADOS / CEMENTO / PRODUCTOS DE CONCRETO / CENIZAS VOLANTES Los productos de agregados son materiales naturales como piedra caliza, dolomita, granito, roca volcdnica, arena. Brava y otros materiales silicios. Los productos de cemento incluyen Cemento de tipo Portland, de albanilerfa, pozzolan (tipo IP), azulejo de azotea y estuco. Los productos.de concreto.incluyen cemento Portland y productos de agregados como piedra caliza, dolomita, granito, roca volcdnica, arena, grava, y otros materiales silicios. Estos productos incl,uyen cenizas volantes (fly ash) la cual puede contener mas de 0.025% de silicio cristalino. Peligros: Mezcla de-cernento fresco y/o cenizas volantes pueden causar irritaci6n en los Ojos, quemaduras en piel y ojos, y reactions al6rgicas en la piel. Concreto seco y polvo de agregados, pueden causar irritation en los ojos, piel y/o en la zona respiratoria. Polvo del manejo en el trituranuento, pulido, torte y/o peiforaci6n puede contener materiales silicos, los cuales pueden causar silicosis puhmonar y cancer si son inhalados. En caso de ser ingeridos, mantenerse en temperatura calida, reposar y tomar grandes cantidades de agua. Las cenizas volantes pueden contener amoniaco. Seguridad• La humedad puede causar la liberaci6n del amoniaco. La inhalaci6n del amoniaco puede causar toser, irritaci6n o quemaduras en la nariz, garganta y pulmones. Acudir inmediatamente at medico. El riesgo en la salud depende en - la duraci6n y el nivel de la exposition.. Seguridad: Evite el contacto con ojos y contacto prolongado con la piel. Use guantes, protecc.i6n en los ojos y ropa Primeros adecuada para. protecci6n. Lavese las manos con jab6n suave y agua despues del manejo de materiales. Evite inhalar auxilios• polvos. Si se expone a polvos mas de los limites recomendados, use protecc16n respiratoria. Primeros auxilios: En caso de contacto en los ojos, inmediatamente fluya agua en la parte afectada por 15 minutos. Si se inhala polvo, exp6ngase a aire fresco. Si el cernento fresco tiene contacto con sus ojos,lavelos a fondo con agua. Acuda a atenci6n m6dica inmediatamente si la irritaci6n continua. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combinado Houston, Texas 77024 02/12 Para mas information v.isita www.cemexusa.com. ~'S180 Plant: Begin Loading:` To Job: Arrive Job: Start Unload¢ Finish Unload: Leave Job: t: ; Return Planp Customer Code: Customer Name: Customer Job Number Order Code/ Date: ' ;.'C26 0 5 RODNEY HALL' S CONCRETE CONS {.f 4 t:}�'r`:�1 r1�; _. =Project Code': •. Project Name. < < n , � ` a• � i' Project P.O.. Numbec4 - � ` `=Order P,O: Number.- 4t �-16L f '.. iYf € .F U tlE : 'HALL ff L." �3t�RK' 'V'ERBA <` C�i*�E`t , a :�� '��i» 82t��fEY Ticket Date: Delivery Address: Map Page: . Map/Row/Column: 05/31 / 13 33 GRANDE VISTA WAY 271 27198018 Delivery Instructions: a Dispatcher %.HTLb-:R SPAN 18 I-AK�S < Ff d i A " .,- . `� ' _ . •, . . n _ _ � k Ticket Number , m s • . 3 v < 'tom.EaL, L: I Due On Job: t t3 n �I'y Slump: 5a t: Truck Number. 1 c fti7 7x: Driver Number. 0 '.. 1t�i'-2� _f3 Driver Name: T C�a: CCLE IAI I End Use:, �i_Y7 iG.n SLA LOAD QUANTITY CUMULATIVE QUANTITY ORDERED QUANTITY MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT , 1L rfit» t.t Via,{_0 34.sn A t# t}S ,1 & 2536 2+r. C:50 } REG 9a. g 7. t �i<`m <l_� a °z iti F I?RPiEH 130 s } +78:1`8FUEi ^ Ff f "ts ft �ctiw,yJ 4 ENVIRONMENTAL C r .LCROE1 • n' t Cash Check # /Auth Code: ,Signature of Driver Receiving Cash: Cash Received: Total COD Order Amount to Collect , i Check r fli ;Without Standby ,��Charges: - i(i adl AN 0: Comments: WATER ADDED: -GAL' YARDS IN DRUM: ' WHEN ADDED. SIGNATURE. CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: SIGNATURE ❑ LOAD -WAS TESTED BY: Notice: Our drivers will make every effort to place materials where the customer designates, but the SPECIAL TERMS: Any water added is at customers own risk. If water is added on job, concrete strength' Company assumes no responsibility for damages inside curb or property line. Customer agrees to the is no longer guaranteed. WARNING: Product may cause skin and/or'eye'irritation. CAUTION: Material' terms of sale and delivery and accepts concrete as is. Due to Important factors which are out of our may be hazardous to your safety and health. Please refer to the backside of this ticket for Important control after delivery, this Company will not accept any responsibility for the finished results. ,No credit for safety handling information, and to the material safety data sheets for additional Information. returned concrete. Buyers exceptions and claims shall be deemed.walved unless made to us In writing AUTHORIZED SIGNATURE: within one business day after the receipt of materials. O 68UNIVERSAL + PREV TRK 1 t_"?t 2E', 10 ' LOAD NUM e 4 INVOICE This Delivery Ticket incorporates herein by reference Buyer's previously executed redit Application, if any, Seller's Standard Terms and -Conditions, Seller's Quote f any, and Seller's Order Confinnation ding limitations of warranties), as if fully set forth on this Delivery Ticket ("Agre ; nt"). Seller will provide the Standard Ter nd Conditions upon request. Buyer agrees that, unless otherwise noted on the front hereof, all quantities and items were delivered as indicated and further expressly agrees to pay in accordance with -the; Agreement. AGGREGATE / CEMENT / CONCRETE PRODUCTS / FLY ASH Aggregate products are naturally occurring materials including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. Cement products include Portland cement, masonry, pozzolan (Type IP), roof tile, and stucco. Concrete products include Portland cement and aggregate products including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. These products, including fly ash, may contain more than 0.025% crystalline silica. Hazards: Freshly mixed wet cement and/or fly ash can cause eye irritation, skin and eye burns and allergic skin reactions. Dry concrete and aggregate dust may cause irritation to eyes, skin, and/or respiratory tract. Dust from handling, crushing, grinding, cutting and/or drilling may contain silica, which may cause silicosis and cancer if inhaled. If ingested, keep warm, at rest, and drink large amounts of water. Fly Ash may contain trace amounts of ammo- nia. Moisture can cause the ammonia to be released. Inhalation of ammonia can cause coughing and irritation or burns of the nose, throat and lungs. See physician. Health risk depends on duration and level of exposure. Safety: Avoid contact with eyes and prolonged contact with skin. Wear gloves, eye protection, and appropriate protective clothing. Wash hands thoroughly with mild soap and water after handling. Avoid breathing dust. If exposed to dust above recommended limits (see MSDS), wear suitable NIOSH-approved respiratory protection. First Aid:- In case of eye contact, immediately flush eyes with flowing water for 15 minutes. it dust is inhaled, move to fresh air. If wet cement contacts skin, rinse thoroughly with water. Get proper medical attention if irritation persists. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combined Houston, Texas 77024 02/12 For more information please visit www.cemexusa.com. Este ticket de entrega incluye como referencia al. comprador (ya previamente ejecutada en su aplicacion de credito); cualquier termino estandar, condiciones del vendedor, propuestas del vendedor y orden de confinnacion del vendedor (con limitaciones y garantfas); como acuerdo total del ticket de entrega ("Contrato" ). El vendedor proveera los terminos est6ndares y condiciones detal- lados en caso de as.% ser requeridos. Con este documento, el comprador acepta los misnros ya antes mencionados y que las cantidades y. materiales fueron entregados como se expresa en el mismo. Acepta pagar el MOM de acuerdo al contaato; al menos que se identi- fique con una nota al frente de este documento. AGREGADOS / CEMENTO / PRODUUTOS DE / CENIZAS VOLANTES Los productos de agregados son materiales naturales como piedra caliza, dolomita, granito, coca volcanica, arena, grava y otros materiales silicios. Los productos de cemento incluyen Cemento de tipo Portland, de albanilerfa, pozzolan (tipo IP), azulejo de azotea y estuco. Los productos de concreto incluyen cemento Portland y productos de agregados como pi.edra caliza, dolomita, granito, coca volcanica, arena, grava, y otros materiales silicios. Estos productos incluyen cenizas volantes (fly ash) la cual puede contener mas de 0.025% de silicio cristalino. Peligros: Mezcla de cemento fresco y/o cenizas volantes pueden causar irritacion en los Ojos, quemaduras en piel y ojos, y reacciones alergicas en la piel. Concreto seco y polvo de agregados, pueden causar irritacion en los ojos, piel y/o en la zona respiratoria. Polvo del m.anejo en el trituramiento, pulido, cone y/o perforacion puede contener materiales silicos, los cuales pueden causar silicosis pulmonar y cancer si son inhalados. En caso de ser ingeridos, mantenerse en temperatura calida, reposar y tomar grandes cantidades de agua. Las cenizas volantes pueden contener amoniaco. Seguridad• La hum.edad puede causar la liberacion del amoniaco. La inhalation del amoniaco puede causar toner, irritacion o quemaduras en la.nariz, garganta y pul.mones. Acudir inmediatamente al medico. El riesgo en .la salud depende en la duracion y el nivel de la exposicion.. . Seguridad: Evite el. contacto con ojos y contacto prolongado con la piel. Use guantes, proteccion en los ojos y ropa Primeros adecuada para proteccion. Lavese las .mans con jabon suave y agua despues del manejo de materiales. Evite inhalar auxilios• polvos. Si se expone a polvos mas de los limites recomendados, use proteccion respiratoria. Primeros auxilios: En caso de contacto en Jos ojos, inmediatamente fluya agua en la parte afectada por 15 minutos. Si se inhala polvo, expongase a aire fresco. Si el cemento fresco tiene contacto con sus ojos, lavelos a fondo con agua. Acuda a atencion medica inmediatamente si la irritacion continua. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combinado Houston, Texas 77024 02/12 Para mas informacion visita www.cemexusa.com. CEMEX , 55i70218 Plant: Begin Loading. To Job: Arrive Job: Start Unload: finish Unload: Leave Job: Return Plant' Customer Code: Customer Name: �i[iDN Y H-��. L.' S C0','`lCRE i 1--- I..'ONS I' ;Project Coder Project Name: Ticket Date: Delivery Address: t 77 PIDE Delivery Instructions: Customer Job Number: Order Code / Date: G.t i{-, r r-t /:-•,.-. / j . Project P.O. Number. p Order P.O. Number. Map Page: Map/Row/Column: Dispatcher: Ticket Number: Due On Job: Slump: Truck Number: (?(1 '57 Driver Number: Dr ver Name: i)r= I rD s r End Use: LOAD QUANTITY CUMULATIVE QUANTITY ORDERED QUANTITY MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT RE S Cash Check # /Auth Code: Signature of Driver Receiving Cash: Cash Received: Total COD Order Amount to Collect Check Without Standby Charges: Charge Comments: WATER ADDED: //GALL WHENS IND RUM t / � l� SIGNATURE RECEIVED SEP 052013 CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: SIGNATURE ❑ LOAD WAS TESTED BY: Notice: Our drivers will make every effort to place materials where'the`customer designates, but the SPECIAL TERMS: Any water added is at customers own risk. If water is added on job, concrete strength Company assumes no responsibility for damages inside curb on property,Ijne. Customer agrees to the is no longer guaranteed. WARNING: Product may cause skin and/or eye irritation. CAUTION: Material terms of sale and delivery and accepts concrete as is. Due to, important factors which are out of our may be hazardous to your safety and health. Please refer to the backside of this ticket for important control after delivery, this Company will not accept any responsibility far the finished results. No credit for safety handling information, and to the material safety data sheets for additional information. returned concrete. Buyers exceptions and claims shall be deemed waived unless made to us in writing AUTHORIZED SIGNATURE: i within one business day after the receipt of materials. 68UNIVERSAL INVOICE This Delivery Ticket incorporates herein by reference Buyer's previously executed Credit Application, if any, Seller's Standard Terms and Conditions, Seller's Quotation, if any, and Seller's Order Confirmation (including limitations of warranties), as if fully set forth on this Delivery Ticket ("Agreement"). Seller will provide the Standard Terms and Conditions upon request. Buyer agrees that, unless otherwise noted on the front hereof, all quantities and items were delivered as indicated and further expressly agrees to pay in accordance with the Agreement. AGGREGATE / CEMENT / CONCRETE PRODUCTS / FLY ASH Aggregate products are naturally occurring materials including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. Cement products include Portland cement, masonry, pozzolan (Type IP), roof tile, and stucco. Concrete products include Portland cement and aggregate products including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. These products, including fly ash, may contain more than 0.025% crystalline silica. Hazards: Freshly mixed wet cement and/or fly ash can cause eye irritation, skin and eye burns and allergic skin reactions. Dry concrete and aggregate dust may cause irritation to eyes, skin, and/or respiratory tract. Dust from handling, crushing, grinding, cutting and/or drilling may contain silica, which may cause silicosis and cancer if inhaled. If ingested, keep warm, at rest, and drink large amounts of water. Fly Ash may contain trace amounts of ammo- nia. Moisture can cause the ammonia to be released. Inhalation of ammonia can cause coughing and irritation or burns of the nose. throat and lungs. See physician. Health risk depends on duration and level of exposure. Safety: Avoid contact with eyes and prolonged contact with skin. Wear gloves, eye protection, and appropriate protective, clothing. Wash hands thoroughly with mild soap and water after handling. Avoid breathing dust. If exposed to dust above recommended limits (see MSDS), wear suitable NIOSH-approved respiratory protection. First Aid: In case of eye contact, immediately flush eyes with flowing water for 15 minutes. If dust is inhaled, move to fresh' air. If wet cement contacts skin, rinse thoroughly with water. Get proper medical attention if irritation persists. CEMEX, Memorial Hermann Tower 929 Gessner. Suite 1900 V7 combined Houston, Texas 77024 02/12 For more information please visit. www_,cemexusa.com. Este ticket de entrega incluve como referencia at comprador (ya previamente *ejecutada en su aplicacion de credito); cualquier ' termino estandar, condiciones del vendedor _propuestas del vendedor y orden de contirmacion del vendedor (con limitaciones y garantias), como acuerdo total del ticket de entrega ("Contrato"). El vendedor proveera los ter•minos estandares y condiciones detal- lados en caso de asi ser requeridos. Con este documento, el comprador acepta los mismos ya antes mencionados y que las cantidades y materiales fueron entregados como se expresa en el mismo. Acepta pagar el monto de acuerdo at contrato; at menos que se identi- fique con una nota al frente de este docurnento. AGREGADOS / CEMENTO / PRODUCTOS DE CONCRETO / CENIZAS VOLANTES Los productos de agregados son materiales naturales como piedra caliza, dolomita, granito, roca volcanica, arena. grava v otros materiales silicios. Los productos de cemento incluyen Cemento de tipo Portland, de albaniler a, pozzolan (tipo IP), azulejo de azotea y estuco..Los productos de concreto incluyen cemento Portland y productos de agregados como piedra caliza, dolomita, granito, roca volcanica, arena, grava, y otros materiales silicios. Estos productos incluyen cenizas volantes (fly ash) la coal puede contener mas de 0.025%v de silicio crystalino. Peligros: Mezcla de cemento fresco y/o cenizas volantes pueden causar irritacion en los Ojos, quemaduras en piel y ojos, y reacciones alergicas en la piel. Concreto seco y polvo de agregados; pueden causar irritacion en los Ojos, piel y/o en la zona respiratoria. Polvo del manejo en el trituramiento, pulido, corte,y/o-perforacibn puede contener matteria:les silicos, los cuales pueden causar silicosis pulmonar y cancer si son inhalados. En caso de ser inigeridos, mantenerse en temperatura cdlida, reposar y tomar grander cantidades de agua. Las cenizas volantes pueden contener amoniaco. Seguridad: La humedad puede causar la liberaci.on del amoniaco. La inhalacion del amoniaco puede causar, toser, irritacion o quemaduras en la nariz, garganta v pulmones. AClydir inmediatamente at medico. El riesgo en la salud depende en la duracion y el nivel de la exposicion. Seguridad: Evite el contacto con ojos y contacto prolongado con la pie]. Use guantes,yroteccion en los ojosy rope Primeros adecuada para proteccion. Lavese ]as manos con Jabon suave y agua despues del mane'}o &materiales. Evite inhalar auxilios• polvos. Si se expone a polvos mas de los limiter recomendados, use proteccion respiratoria. Primeros auxilios: En caso de contacto en los ojos, inmediatamente fluya agua en la parte afectada por 1.5 minutos. Si se inhala polvo, expongase a aire fresco. Si el cemento fresco tiene contacto con sus ojos, lavelos a fondo con agua. Acuda a atencion medica inmediatamente si la irritacion continua. CEMEX. Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combinado Houston. Texas 77024 02/12 Para mas informacion visita www.cemexusa.com. DUNKUBBRGER engineering & testing, inc. S Density Test Report Project Name: Project Number: Client Name: Attention: Spanish Lakes Phase I PSL-09-3011 (BG 10.1) Wynne Building Corporation 8000 South US 1 #402 Port St. Lucie FL 34953 Matthew Wynne Address: 33 Grande Vista Way Permit No: --- Date Tested: 5/16/2013 Technician Initials: JL Report Date: 5/17/2013 Project Manager: Dave Youngstrom Contact Number: (772) 343-9787 LaboratoryProcforr ld t Maximum Optimum Dry Cone Minimum Percent Test Test Probe No. Depth Dry Density Moisture Density Resistance Moisture Required Maximum Results Compaction Density (in) (PC') M (Pcf) (tsf) M 1 12 107 12 106.0 --- 5.7 1 95 99.1 Pass 2 12 107 12 105.6 --- 6.0 1 95 98.7 Pass 3 12 107 12 104.4 --- 8.0 1 95 97.6 Pass Minimum Required Compaction Based on: Nuclear Gauge Info: Gauge No. 36817 ASTM D 1556 ASTM D 6938 AASHTO T-180 (ASTM D 1557) Daily Standard Count: Density: ASTM D 2937 AASHTO T-99 (ASTM D 698) 2114 Moisture: 706 ,Test I Soil Type ' Elevation s - _ _ Test Location 333Grande Vista Way, StructuraUFill , 1 1 0-12 Front of house pad (footing subgrade) 2 1 0-12 Center of house pad (slab subgrade) 3 1 0-12 Back of house pad (footing subgrade) Elevation/Depth Referenced to: F NGVD M SL We Other: Inches below top of final fill _ So lrType`_ RECEIVED MAY 2013 1 Structural Fill 2 Final Grading Fill cc: Client ... (1) 3 Mass Grading Fill Wynne Building Corp., B. Bailey (field) ... (1) 4 Utility Backiill - Sanitary St. Lucie County Building Department ... (1) 5 Utility Backfill - Water 6 Utility Backfill -Storm 7 Roadway Subgrade 8 Stabilized Subgrade David T. Y?with m �i iaoyan Zheng, P.E., PhD 9 Base Course Senior Projeger FL Registration No. 68330 10 Other: The original of this report was signed and sealed by the registered engineer in accordante 1G15-18011, of the Florida Administrative Code. This report is submitted as the confidential property of our client and authorization for publication of statements, conclusion or extraregarding 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. 1) Progress Report PR 44 23-MAY-2013 04:58 FROM:SOUTH rnR9T 7723446042 T04626443 P.1/1 PERmrr P�OCO R.REST COWROL UaXW *; i SIM T A' the ur4mvkjrm4 h row atfaj► K+sk w p?i w�q ��bad e�M �ube�rrene■n armiE�s ➢� a�cd�nar v�dth �r s urn iip squt f�.t r ar.. ae -o ` ` um Pie*arftd dsM*k6a red gsM" oft ...j AtftC` 77til�urrlb• � 4pd1'`zl��aR�r��; iilhNQarbsr�d'e>*� ►srmr area* jl, d'dlf �r �,►r4r�pM►so„ 4h.vrme��awrd� �ar�da�atl�r�.,4 r�•l►a�+i ►��ot evMa( r ra► !4 icpbitr, Armor a9■s�+d►rwc j pdtrit� +ndnuo; ibd'p�Ibr an4�IMb�e�rt ��/�1t►rrir;�r�rl�rhnirAr � p�'l4 �:�1 :::: i�►!M171 tuck Cburrtr► "Rum f& eat &at �llf!iu Ilor COy, t PMs 6 p" bid NN AmiN=&LL d aqd &*Awm ~4w at ftft* M thi++WAWArdarr*,pa 1�/, aor�►�rbaMbnl�n�sf�/ � br pt� an RECEIVED MAY 2 41015 .,,7-OCT-2013 02:25 FROM: SOUTH CERMCATElf, 1 PERmrr 8UILID5VCOMRWMR.' Per COMM CONTRAODR: —f PEST CONTROL UCENSE to., 7723446042 PNN% rL Ln hot 71 Wk ft ur*m4ft4 hwdv mW d* vw"#m" pOmftd i twvffm In squam fo*.If am t, w AWw VAr*mf bra Lingo -hop AW-40*jii ft d*4*t prof . #WpmWwwt 1of [Year, -MAP 91 1 0, St Luc% Coufty "quk" thr the fing umle" VIT T uk%i Dm Rip v t AW#dbl 4rft �4626443 d Pit Cwvtmi Amix=om -, 'V , . ___l wt&WM*Awmmcutjwcw ftjob Ito -A.11 ww"mlb A lia J� p~Am 7ft MWYP" 3011 jokoft &W -A �p MLir_ ww.� ft C% a jft,�'*" mcw 0 in pbcw = !"�CEIVED OCT 07 20-AUG-2013 05:24 FROM:SOUTH COP17-1 7723446042 TO: —115443 P. 1/1 mm NrRAMR.*! POT CONMOL CoNrRAMR: PEST CONTROL LHWW 0., -%Mftwr2mb bm�, P60"We of =kM6 0 ck5 "a wr. "'o Wd Ck"AmbdsdofL 71 < 6r i. L'- , 4 � wPurl o" RECEIVED AUG 212013 JOSEPH E. SMITH, CLER'- THE CIRCUIT COURT - SAINT LUCIE CC'7--Ilr FILE # 3809901 OR BCC 1493 PAGE 2812, Recorded 03/12/2013 110:50 AM AFTER RECORDING -RETURN TO: PERMIT NUMBER: I rhu SPurc 4rmvr.Wfrr rr:•n',lim;lnto l� •r NOTICE OF COMMENCEMENT The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida statutes the following information is provided in the Notice of commencement. n n 1. DESCRIPTION OF PROPERTY (legal description and street address) TAX FOLIO NUMBER: 3 41 4 — S O 1 —1 7 01 —0 0 0 9 1 / SUBDIVISION Spanish ,BLOCK TRACT LOT BLDG UNIT �CCL�41" Section 26 Townshio 36s Range 40R 2. GENERAL DESCRIPTION OFIMPROVEMENT: _single family residence 3. OWNER INFORMATION: a. Name W V ri n P a " ' 1 A i n g _cO.rgar n t,i an \ ` b,Address 8000 S. USlr Suite 402, PSL, FL 34952 c.interest inproperty d. Name and address of fee simple titleholder (if other than owoer) 4.CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: Wynne Development Corporation 8000 S. US3r Suite 402 PSL FT 34952 777-8711-5511 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)(a) 7., Florida Statutes: NAME, ADDRESS AND PHONE NUMBER:DOUg .Brantley 1 Silver Oak Dr. PSL, FL. 201-8418 8. 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: NAME, ADDRESS AND PHONE NUMBER: 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) ; 20_ WARNING TO OWNER ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPERATION OF THE NOTICE OF COMM ENCEMP�T_ ARF CONSIDERED IMPROPER PAYMENTS UNDER HAPTER 713 PART I SECTION C 13 FLORIDA ST MUSTS. AND CAN RESULT RTY A NOTICE OF EIP R AND Matthew Lyle Wynne Vice -President Signature o Owner or Print Name and Provide Signatory's Title/Of11ce Owner's Authorized Offrcer/Direetor/Pariner/Manager State of Florida County of_St. [.if ie- The foregoing instrument was acknowledged before me this 1 st day of March 2013 By Matthew Lyle Wynne as \1• t:o 3;,e � (Name of person) (Type of authority... e.g: Owner, ofFcer, trustee, attorney in fact) For Wynne Building Corporation (Name of party on behalf of whom instrument was executed) Personally Kn -X—_ or produced the following type of TD: SUSAN MAGEE Susan Magee MY COMMISSION0EE037286 Printed Name of Notary Public (3gnature of ublic) Is '€� EXPIRES; Ftrbrua7ty23,2015 ( ) "'•N�, : , : Bondad Thru NotrryPu00a Vw., Aran Under penalties of perjury, I declare that I have read the foregoing an that the facts in it are true to the best of my Knowledge belief (section 92.525. Florida S utes - Signa s) o er(s) or Owner(s)' Author' d Officer/Director/Partner/Monager who signed above: By: By M,. a V3ar2aarl Rrn,dinrl TOO � 0 "'HIS IS TO CERTIEYTHAT THIS t3A 1.1RIGI RUE ARID CORRECT COPY OE TkJ �A JO P E S11;rH, CLERK Date.:-- -75— / 7— 01/09/2013 00:25 77287g79r-6 WYNNE BUILDING CCfP PAGE 02/04 Professional Insulators of South Florida FTC Insulation Installation Certificate To: St. Lucie County pate: September 4 M3 Re: Lot/Block: Address: 33 Grande Vista Project: The undersimmd herehv rertifiec that inenlA+inn hac 6. ine+..11a.l :.. +h...1-- hed 1. Exterior CBS walls have been insulated with: Spray -oil Cellulose Thickness in inches: Fiberglass Blankets Manufacturer: Fi Foil Rock Wool Blankets Density: X Aluminum )roil R-Value: Rigid Board Polystyrene Other Exterior (frame walls) have been insulated with: Spray -on Cellulose Thickness in inches: IFiberglass Blankets Manufacturer: lRock Wool Blankets Density: Aluminum Foil R-Value: Polyurethane Othez- 2. Ceilings (rear porch) have been insulated with: Spray -on Cellulose Thickness in inches: 10.37511 Fiberglass Blankets au bock Wool Blankets .Density: X Fiberglass Blown R-'Value: R-30 Cellulose Loose Fill Other Ceilings have been insulated with: X Fiberglass Blankets Thickness in inches: 9.5" Fiberglass Loose Fill. Manufacturer: Knauf Rock Wool Density: Iiberglass Blown R-Value: R-30 Cellulose Loose Fill Other 3. Interior kneewalls have been insulated with: lFiberglass Blankets Thickness in inches: Rock Wool Manufacturer: Polyurethane Density: Spray -on Cellulose R-Value: Other 4. Garage partition walls of A/C living area have been insulated with: Rock Wool .Blankets Thickness in inches: Manufacturer: Density: It -Value: 3.5" Knauf R-11 I X Fiberglass Blankets Spray -on Cellulose Polyurethane Other ��•"�""„�� 5. The following have been VTNNIF; BUILDING CORD Professional General Contract/Builder i As.+ � M e0 07/15/2013 10:49 772872r=`5 WYNNE BUILDING C1CP PAGE 02/04 Date: 70� -St. L.acle County P'ufldang & Zonipg Depa&tnient 230ff Virginia Avenue Part Pierce, FL 34982 7727,462-2165 Fax 772-462-6443 Reque6t for 3O-Day lelnnporc&Y Power Release Permit Number: h Property Address: �R� '�&• � THE UNDER,$IGNED:HE0BY,REQUEST RELEASE. OF ELL'CTIUCAL•POWER TO THE ABOVE OF, CX BED.•P.ROftj. T-Y,'FOR, A P>ERYOD NOT TO E7 CEED THIRTY (3U) DAYS, FOR THE PURPOSE Off' TESTING SXSTEIVXS AND,EQUIPM-FN IN REFARATION FOR FINAL INSPECTION. IN CONSIDERATXON OF APPROVAL OF 'X'HE REQUEST WE HEREBY ACKNOWLEDGE AND AGREE AS FOLLOWS: 1. This temporary power re ease as requested o the above stated purpose only, and there will be no occupancy of airy type, .other than that permitted by construction during ibis time period. 2. As witness by our signatures, we bereby agree to abide by all terms and conditions 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 .Testinehaye been fulfilled and the premise is ready for compliance inspection 4. All requests for an extensions beyond 30 days mint be made in writing to the Building 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 $100.00 will be required- to lift the Stop 'Work Order. WE HEREBY RELEASE ,AND AGREE TO HOLD HARMLESS, ST. LUCIE COUNTY, AND THEIR EMPLOYEES FROM ALL LIABILITIES AND CLAIMS OF ANY TYPE OF NATURE WHICH MAY ARISE NOW OR IN THE FUTURE OUT OF THIS TRANSACTION, INCLUDING ANY DAMAGE' WHICH MAY BE INCURRED DUE TO THE DISCONNECTION OF ELECTRICAL_POW)N THE EVENT OF VIOLATION OF THIS AGREEMENT. .TUBE . DATE -1V 1 DATE T-) V�� DATE RECEIVED JUL 15,2013 Planning Deve(opment-S,iNlces REVIEW COMMENTS :Building; &Cade ;Regulation` Division Z3001i►i�giNa Avenue, :Fort P14*.- .34982. Phone:',f2j462-2772 F4X4772)462-6"3 Page 1 PROPERTY INFORMATION Address: 33 Grande Vista Way City / State / Zip: Port St Lucie, FI 34952 Parcel # 3414-501-1701-000/9 Zoning: RMH-5 APPLICATION INFORMATION Permit Number: 1303-0203 Permit Type: Building Residential (SFR) CONTRACTOR INFORMATION Contractor Name: Matthew Wynne Business Name: Wynne Development Corp Business Addr: 8000 S Us 1 Ste 402 City / State / Zip: Port St Lucie, FI 34952 Owner(s): Wynne Building Corp Jurisdiction: St Lucie County Lot#: Stories: Block: 1 Automatic Sprinkler System? No Fax Number: 772-878-0224 Email: Sue@Spanishlakes.Com REVIEWS AND COMMENTS Review Type Status Reviewed By Date Started Date Completed Date Released Documents Missing Pending Audrey Humphrey 3/14/2013 3/14/2013 Comment: RECORDED NOTICE OF COMMENCEMENT. Front Counter Review Complete Audrey Humphrey 3/14/2013 3/14/2013 3/14/2013 - Comment: Plans Examiner Review Incomplete Ed Roseberry 3/26/2013 3M8/2013 Comment: Engineer revising truss connector on GRB girder, location 12, to meet uplift requirements. To be reviewed by Plans Examiner Complete Ed Roseberry 3/26/2013 3/26/2013 Comment: To be reviewed by Zoning Complete 3/14/2013 3M8/2013 3/18/2013 Comment: Zoning Review Complete Jeffrey Johnson 3/18/2013 3/18/2013 3/18/2013 Comment: `c St. Lucie County Building -& Zoning 2300 Virginia Ave F(pR�p' Fort Pierce, FL 34982 BUILDING PERMIT SUB -CONTRACTOR SUMMARY . Wynne Building Corporation (Company/Individual Name) will be using the following sub -contractors for the project located at (Street address or Property Tax ID #) It is understood that if there is any change of status regarding the participation of any of the sub -contractors listed below, I will immediately advise the Building and Zoning Department of St. Lucie County. Trade- Name of Company/Contractor St. Lucie County/ State of Florida License Number' Electrical S & W Electric, Inc. 2045- ER0009416 Plumbing Lindquist Plumbing & Supply Co. 19150 CFC057672 HVAC/ Comfbrt Control of St. Lucie 8288 Mechanical CACO24379 Roofing Treasure Coast Roofing, LLC 19464 RC29027087. Gas PERMIT I .I ISSUE DATE: NUMBER: Gti ST. LUCIE .COUNTY PUBLIC. WORKS BUILDING & ZONING DEPARTMENT . F�OR10P •. BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: of 0 State of Florida Certification Number (if appiicable): have agreed to be the (Company Name/Individual Name) L e l e c f r'r ca 1 sub -contractor for ✓1 V €� V? �D(P- (Type of Trade) (rimary Contractor) for the project located at �� i--� N� \ (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by 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 SIGNATURE PRINT NAME DATE Business Name: Address: City/State/Zip: Phone: email: OFFICE USE ONLY: PERMIT # ISSUE DATE PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 26901 State of Florida Certification Number (Ifapplicable): CFC1428458 Lindquist Plumbing have agreed to be the (Company Name/Individual Name) Plumbing sub -contractor for Wynne Development Corp. (Type of Trade) (Primary Contractor) for the project located at� (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. 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 Wade Case SIGNATURE PRINT NAME DATE Business Name: Lindquist Plumbing & Supply co., Inc. Address: 3185 Sneed Road City/State/Zip: Phone: Fort Pierce, Fl. 34945 461-1969 email: lindquistplumbing@ymail.com nVFTrT TT4Z'P nNT,V- Vi'1'.&VJ --- v PERMIT # ISSUE DATE ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT F�OR1�P BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: s 8 R State of Florida Certification Number (If applicable): CAC0 2 4 3 7 9 Cnmf ort Controlof 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 ,;��n �� S (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) AL SIGNATURES ARE REOUIRED Name: Address: City/State/Zip: Phone: Barry Zimmerman PRINT NAME DATE Comfort Control of St. Lucie County, Inc. (772) 785-901 D email: '. OFFICE USE ONLY: PERMIT # ISSUE DATE J Gy ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT . F�OR10� • BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number (If applicable): 19496 RC29027087 Treasure rnaGt Rnnfing, r.r.c' have agreed to be the (Company Name/Individual Name) Roofing sub-contractorfor Wynne Development Corp. (Type of Trade) (Primary Contractor) for the project located at (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. 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 4rian Maloney 3 A SIGNA PRINT NAME DATE Business Name: Treasure Coast Roofing, LLC Address: 1 81 h SW R i 1 t-m o S City/State/Zip: Port S t. 'Lucie , FL. 34984 Phone: (7 7 2) 3 4 3— 8 3 0 8 email: 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:- � �411e��i�s Part of 3414 501-1701-000/9- Section 26, Township 36s & Range 40E (Tax ID/Legal description/Address) .for which I have applied to St. Lucie County for a Final Development Permit. In accepting this Final Development Permit, BP Number I acknowledge that as owner of the above described property, and in accordance with Section 7.04.01(D), St. Lucie County Land Development Code, I shall be responsible for assuring adequate drainage so that the .immediate community WILL NOT be adversely affected. I further acknowledge that in gran . Ling ffiv—,�it fof the development of this PfOPeftY, St. Lu6ie C—eL'RtY is neitMc eb). gcd nor liable to provide for, or maintain in any fornn, adequate drainage off my property which will not adversely affect the imme�;arP rnmmrtmty Matthew Lyle Wynn Property Owner Name STATE OF FLORIDA. COUNTY OF St - L u C l e 3 ACKNOWLEDGED BEFORE ME THIS 1St DAY OF March .20 1,3 BY Matthew Lyle Wynne WHO IS PERSONALLY KNOW TO ME OR W140I1AS PRODUCED AS IDENTIFICATION. -- - _ Susan Magee SIGNATURE OF NOTARY TYPE OR PRINT NAME OF NOTARY (SEAL) NOTARY PUBLIC TITLE COMMISSION NUMBER SUSAN MAGEE *_ r MY COMMISSION N EE 037286 iTc Q �2 EXPIRES: February 23, 2015 14 pF Fyq.� Bonded Thru Notary Public Underwriters 3 PAF N 1 -29 -/ n s FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: 62' WYNNE GRAND CARLTON Street: 5 �C4C1cI �- Builder Name: COMFORT CONTROL OF SLC, INC. Permit Office: City, State, Zip: FL, - Permit Number: Owner: GRAND CARLTON 62' Jurisdiction: Design Location: FL, Fort Pierce 1. New construction or existing New (From Plans) 9. Wall Types (1514.5 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.3 1514.50 ftz b. N/A R= ftz 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 2 d. N/A R= ftz 5. Is this a worst case? No 10. Ceiling Types (1446.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1446.00 ftz 6. Conditioned floor area above grade (ftz) 1446 b. N/A R= ftz Conditioned floor area below grade (ftz) 0 c. N/A R= ftz 11. Ducts R ftz 7. Windows(114.0 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Attic 6 90 a. U-Factor: Dbl, U=1.30 114.00 ftz - SHGC: SHGC=0.50 b. U-Factor: N/A ftz 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 28.2 SEER:15.00 • c. U-Factor: N/A ftz SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ftz 2- Electric Heat Pump 292 HSPF-8-60 SHGC: Area Weighted Average Overhang Depth: 3.833 ft. Area Weighted Average SHGC: 0.500 14. Hot water systems 8. Floor Types (1446.0 sqft.) Insulation Area a. Electric Cap: 40 gallonsEF: a. Slab -On -Grade Edge Insulation R=0.0 1446.00 ftz b. Conservation features 0.900 b. N/A R= ftz None c. N/A R= ftz 15. Credits CF, Pstat Glass/Floor Area: 0.079 Total Proposed Modified Loads: 26.16 PASS Total Standard Reference Loads: 32.81 1 hereby certify that the plans and specifications covered by Review of the plans and ST,q?� this calculation are in compliance with the Florida Energy specifications covered by this OV'£KE Code. calculation indicates compliance s,,' ' '�.�� % with the Florida Energy Code. n+rr:.,..'�, •.,;;,:,'••;;. „ O PREPARE �Y;.6;noi Before construction is completed - DATE: ``` this building will inspected for 1N - " b 12 compliance h Section 553.908 I hereby certify that this building, as designed, ' c pliance Florida tutes. with the Florida Energy C,pde. G'Oro WF OWNER/AGENT: _ ems" .-- BUILDING OFFICIAL: _ DATE: '7J�l DATE: - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with 403.2.2.1.1. - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 5/15/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 PROJECT Title: Building Type: Owner: # of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: 62' WYNNE GRAND CARLT FLProp2010 GRAND CARLTON 62' 1 COMFORT CONTROL OF SL Single-family New (From Plans) Bedrooms: 2 Conditioned Area: 1446 Total Stories: 1 Worst Case: No Rotate Angle: 45 Cross Ventilation: No Whole House Fan: No Address Type: Lot # Block/SubDivision: PlatBook: Street: County: City, State, Zip: Street Address ST. LUCIE FL, - CLIMATE / v Design Location TMY Site IECC Design Temp Zone 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Fort Pierce FL_ST LUCIE_CO_INTL 2 39 90 70 75 722 62 Low BLOCKS Number Name Area Volume 1 Blockl 1446 11568 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio RoomslnBlockl 150.7 ft 0 1446 ftz ____ 0 0 1 ROOF / V # Type Materials Roof Gable Roof Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Pitch Tested Insul. (deg) 1 Hip Metal 1523 ftZ 0 ftz Medium 0.88 N 0.9 No 0 18.4 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1445 ft2 N N CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) RoomslnBlock1 30 1446 ftZ 0.1 Wood 5/15/2012 9:20 AM EnergyGaugeO USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below # Ornt TO Wall Type 0 1 N Exterior Concrete Block - Int Ins6loomslnBloc 4.3 32 2 9 10 316.3055 0 0 0.8 0 2 E Exterior Concrete Block - Int InsEloomslnBloc 4.3 49 11 9 10 490.8472 0 0 0.8 0 3 S Exterior Concrete Block - Int InsOloomslnBloc 4.3 15 6 8 0 124 ft2 0 0 0.8 0 4 SW Exterior Concrete Block - Int InSBIoomslnBloc 4.3 4 3 8 0 34 ft2 0 0 0.8 0 5 W Exterior Concrete Block - Int Insl3loomslnBloc 4.3 35 2 8 0 281.3333 0 0 0.8 0 6 W Exterior Concrete Block - Int InsBloomslnBloc 4.3 8 0 8 0 64 ft2 0 0 0.8 0 7 S Exterior Concrete Block - Int InS6J' oomsInBIoc 4.3 25 6 8 0 204 ft2 0 0 0.8 0 DOORS # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 S=>E Insulated RoomslnBloc Metal 0.6 3 0 7 0 21 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang # Ornt ID Frame Panes NFRC U-Factor SHGC Storms Area Depth Separation Int Shade Screening r 1 N=>W 1 Metal Double (Tinted) Yes 1.3 0.5 N 27 ft2 10 ft 0 in 0 ft 6 in HERS 2006 None 2 N=>W 1 Metal Double (Tinted) Yes 1.3 0.5 N 15ft2 1 ft 0 in 0 ft 6 in HERS 2006 None 3 N=>W 1 Metal Double (Tinted) Yes 1.3 0.5 N 15ft2 1 ft 0 in 0 ft 6 in HERS 2006 None 4 E=>N 2 Metal Double (Tinted) Yes 1.3 0.5 N 20 ft2 1 ft 0 in 0 ft 6 in HERS 2006 None E=>N 2 Metal Double (Tinted) Yes 1.3 0.5 N 15 ft2 1 ft 0 in 0 ft 6 in HERS 2006 None 6 S=>E 3 Metal Double (Tinted) Yes 1.3 0.5 N 16 ft2 6 ft 0 in 0 ft 6 in HERS 2006 None 7 W=>S 5 Metal Double (Tinted) Yes 1.3 0.5 N 6 ft2 1 ft 0 in 0 ft 6 in HERS 2006 None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 382.8 ft2 382.8 ft2 64 ft 8 ft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 BySpaces Proposed SLA 0.000360 1365.4 74.960 140.97 0.2628 7.0821 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF: 8.6 28.2 kBtu/hr 1 sys#1 5/15/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 15 28.2 kBtu/hr 846 cfm 0.8 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.9 40 gal 50 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft2 DUCTS / — Supply — — Return — Air Percent HVAC # V # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF Heat Cool 1 Attic 6 90 ft2 Attic 25 ft2 DSE=0.88 Attic 0.0 cfm 0.00 % 0.00 0.60 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: -Coolin Jan X Feb Heating f X� Jan f X1 Feb Mar jXXj Mar XAr EX� Apr MayX� Jun f X� Jul rXj Ma Jun X Jul Au JXXJ AuIX Se X� Sep X Oct f X1 Oct [Xj Nov [X] Nov Dec jXXj DecVentin X Jan X Feb X Mar [XAr May [X Jun [X Jul XAug 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 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 5/15/2012 9:20 AM EnergyGaugeO USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: PERMIT #: , FL, - MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC -rated as meeting ASTM E 283. Windows and doors = 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors & outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat & 403.1 At least one thermostat shall be provided for each separate heating and controls cooling system. Where forced -air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall e considered uc s or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 I Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric) or shutoff (gas). Circulating system pipes insulated to = R-2 + accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower (HP) of = 1 & Spas I HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor -retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site -recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters minimum COP= 4.0. Cooling/heating 403.6 Sizing calculation performed & attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat >10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 5/15/2012 9:20 AM EnergyGaugeO USA - FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 80 The lower the EnergyPerformance Index, the more efficient the home. „ FL, - 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.3 1514.50 ftZ b. N/A R= ft 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 2 d. N/A R= ftZ 5. Is this a worst case? No 10. Ceiling Types Insulation Area a. Under Attic (Vented) R=30.0 1446.00 ftZ 6. Conditioned floor area (ftZ) 1446 b. N/A R= ftZ 7. Windows —Description Area c. N/A R= ftZ a. U-Factor: Dbl, U=1.30 11. Ducts 114.00 ftZ a. Sup: Attic, Ret: Attic, AH: Attic R ftZ 6 90 SHGC: SHGC=0.50 'b. U-Factor: N/A ftZ SHGC: 12. Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ftZ a. Central Unit 28.2 SEER:15.00 SHGC: d. U-Factor: N/A ftZ 13. Heating systems kBtu/hr Efficiency SHGC: Area Weighted Average Overhang Depth: 3.833 ft. Area Weighted Average SHGC: 0.500 8. Floor Types Insulation Area 14. Hot water systems Cap: 40 gallons a. Slab -On -Grade Edge Insulation R=0.0 1446.00 ft Z a. Electric EF: 0.9 b. N/A R= ftZ c. N/A R= ftZ b. Conservation features None 15. Credits CF, Pstat I certify that this home has complied with the Florida Energy Efficiency Co for Building Construction through the above energy savi eatures which will be i ailed (or exceeded) in this home before final inspection. Ot i , a new EPL Displa and will be completed based on installed Code compliant atur 7 uilder'51 Sgn Date: Address of New Home: �j` j � � s City/FL Zip S��L 3u�5� *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge@ USA - FlaRes2010 Section 405.4.1 Compliant Software ro ect Summary Job: P wrightsoft® � � Date: MAY 15, 2012 Entire House By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax 772-785-9144 Web: comfortcontrolofslc.com Proiect Information For: 62' GRAND CARLTON WYNNE BUILDING CORP. FORT PIERCE, FL 34983 -�53 Grc Notes: De.siqln Information Weather: Fort Pierce, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 90 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 15 OF' Daily.range Relative humidity L 50 % Moisture difference 61 gr/lb Heating Summary Sensible Goo,ling Equipment LoadSizing Structure Ducts Central vent (25 cfm) Humidification Piping Equipment load Infiltration Method Construction quality Fireplaces 17399 Btuh Structure 3009 Btuh Ducts 773 Btuh Central vent (25 cfm) 0 Btuh Blower 0 Btuh 21181 Btuh Use manufacturer's data Rate/swing multiplier Equipment sensible load Simplified Average 0 Heating Cooling Area (ft2 1446 1446 Volume �ft3) 12558 12558 Air changes/hour 0.45 0.23 Equiv. AVF (cfm) 94 48 Heating Equipment Summary Make Carrier Trade COMFORT 15 PURON SINGLE STAGE Model 25H BC 530A AHRI ref no3676266 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor. Static pressure Space thermostat 8.7 HSPF 28400 Btuh @ 47°F 27 OF 947 cfm 0.046 cfm/Btuh 0 in H2O 16133 Btuh 3659 Btuh 414 Btuh 0 Btuh n 0.95 10195 Btuh Latent Cooling Equipment Load Sizing Structure 2411 Btuh Ducts 1086 Btuh Central vent (25 cfm) 1049 Btuh Equipment latent load 4547 Btuh Equipment total load 23742 Btuh Req. total -capacity at 0.70 SHR 2.3 ton Cooling Equipment Summary Make Carrier Trade COMFORT 15 PURON SINGLE STAGE Cond 25HBC530A Coil FX4DN(B,F)031 AHRI ref no3676266 Efficiency 12.5 EER, 15.3 SEER Sensible cooling 19880 Btuh Latent cooling 8520 Btuh Total cooling 28400 Btuh Actual air flow 947 cfm Air flow factor 0.048 cfm/Btut Static pressure 0 in H2O Load sensible heat ratio 0.82 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. .� WI'1 htsoft" 2012-May-1509:13:19 ^, 9 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 1 ACCA E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N Load Short Form Job: wrightsofte Date: MAY 15, 2012 Entire House By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax 772-785-9144 Web: comfortcontrolofslc.com Project Information For: 62' GRAND CARLTON II, WYNNE BUILDING CORP. FORT PIERCE, FL 34983 Design•: • Htg Clg Infiltration Outside db (°F) 42 90 Method Simplified Inside db (°F) 70 75 Construction quality Average Design TD (°F) 28 15 Fireplaces 0 Daily range - L Inside humidity (%) 30 50 Moisture difference (gr/lb) 1 61 HEATING EQUIPMENT COOLING EQUIPMENT Make Carrier Make Carrier Trade COMFORT 15 PI RON SINGI F STAGE Trade COMFORT 15 PURON SINGLE STAGE Model 25HBC530A Cond 25HBC530A AHRI ref no3676266 Coil FX4DN(B,'F)031 AHRI ref no3676266 Efficiency 8.7 HSPF Efficiency 12.5 EER, 15.3 SEER Heating input Sensible cooling 19880 Btuh Heating output 28400 Btuh @ 470F Latent cooling 8520 Btuh Temperature rise 27 OF Total cooling 28400 Btuh Actual air flow 947 cfm Actual air flow 947 cfm Air flow factor 0.046 cfm/Btuh Air flow factor 0.048 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.82 ROOM NAME Area (ftz) Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) Clg AVF (cfm) FOYER 60 1144 674 53 32 GRT RM/DINING 483 7087 7281 329 348 LAUNDRY 46 839 1859 39 89 KITCHEN 154 359 2942 17 141 MS BATH 53 907 1146 42 55 MS CLOSET 70 77 149 4 7 MS BDRM 266 4973 2990 231 143 HALL 18 19 37 1 2 BATH 45 514 237 24 11 BDRM 2 196 3577 2100 166 100 AT - AAA -3= A) .10 IVIHJ I Cr% L.MV aV oil .if i Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoft" 2012-May-15 09:1ge 1 9 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 1 /4CCA EAWrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Call; = MJ8 Front Door faces: N Entire House p 1445 20408 19792 947 947 Other equip loads 773 414 Equip. @ 0.95 RSM 19195 Latent cooling 4547 AAAC nAAOA 7157An f%A7 nA7 I U I/1LJ 1`tYJ 4-1 ICJ1 GJI"fG 17'tI u"I Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoftp 2012-May-15 09:age 2 9 Right -Suite® Universal 2012 12.0.04 RSU05864 page 2 ACCP. EAWrightsoft HVAC\Wynne Corp162' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N -+- wrightsoft• Right-M Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name Entire House FOYER 2 Exposed wall 150.7 ft 6.0 ft 3 Room height 8.7 ft p 8.0 ft heat/cool 4 Room dimensions 6.0 x 10.0 ft 5 Room area 1444.5 W 60.0 ft' Ty Construction number U-value (Btuh/ff "F) Or HTM (Btu ft� Area (ft� or perimeter (ft) Load (Btuh) Area (ft� or perimeter (ft) Load (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-0sw. 1A-r1 omd 0:091' '1.270 n n 2.55' 35.56 . 2.18' 26.39 . 316' . 39' 246 , 0 `. 6.27 1387 Z37 - 1029 38- • 01 0 00,' 0 '0 0 0 0 0 0 0 11 2A 2om 12C-0sw 2A-20m 12C-Osw: 2A=2onn .11J0 12C-0sw 12C-Osw. 2A-26m' - 0.840 0.091 0.840 0.091 0:840 10.600 0.091 0.091V 0.846 n a a s , s' s sw w w 23:5P 2.55 23.52 2.55 23:52 16:80 2.55 2:55 - 23.52 5 , :39 2.18 68.19 2:16 26.39 17.40 2.18 "2:16 66.18 15 490 40 124' 20 21 34 282 A, 0•' 450 3 93. 26 21" 34 - 276 . v 353 1146 931 21.1. 470 3531 86 . 702 141 31.'. 983 2699 181' 508' 365 74 60:. 3971 � 0 0 48' • . " 0' 21C' 0 0 -0; .. 0 6 0 0 27, 0 . 21 0 . 0 0 0 0 0 69 01 353 0 0. 0: 0 0 0 59 0 365 0 0 0 W W 1--G W P 13A-5ocs 12B-0bw 0.125 0.097 w _, - 3.50 2:77 2.22 0:85 64 204 64 :: 204 224 554 142 ' : A.74 0 '. 86 0 �. ;80 0 , 21.7 0 68 C C 16B-30ad 16C-19a1 0.032 0:049 0.90 1-37 1.68 2.08 1389 56: 1389 56: 1244 77" 2333 11T .60 0 60 0 54 0 101 0 F 22A-tph 1.358 38.02 0.00 1445 151 5729 0 60 6 228 0 6 c) AED excursion 423 -35 Envelope loss/gain 14501 11279 921 558 12 a) Infiltration 2898 794 106 29 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 2 460 0 0 Appliances/other 3600 0 Subtotal (lines 6 to 13) 17399 16133 1027 588 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 17399 16133 1027 588 15 Duct loads 17% 23% 3009 3659 11% 15% 117 87 Total room load 20408 19792 1144 674 Air required (cfm) 947 947 1 1 53 32 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft" Ri ht-Sufte® Universal 2012 12.0.04 RSU05864 2012-May-15 09:ge I g Page E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N - wrightsoft• Right-JO Worksheet Job: Enure House Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-87872799 Fax 772-785-9144 Web: comfortcontrolofslc.com 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area GRT RM/DINING 45.0 ft 9.8 ft heat/cool 1.0 x 482.5 ft 482.5 ft= LAUNDRY 6.5 ft 8.0 ft heat/cool 7.0 x 6.5 ft 45.5 ft' Ty Construction number U-value (Btuh/ft' °F) Or HTM (Btuh/ft� Area (ft� or perimeter (ft) Load (Btuh) Area (W) or perimeter (ft) Load (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat I Cool 6 11 12C-0sw . 1A-riomd'. 2A=2ob 2A-2om 12C-Osw 2A tom 12C- tom : AlOOsw 12C-Osw- 12CrOsw tom 0.091 1.270 0.630 0:840 0.091 0 840 0 840 0."0 0.091 b. 0911 0.646 :n n •n . n . a . e s s sw .`w " 165 3&56 17:64 23.52 2.55 23,52 23.52 23.52 2.55 23.52 , ':'Z 18 26.39 2224 : ' 2& 39. 2.18 68 19 25 39 17;40 2.18 66:18 - 196' 39 0 0, 245 40 ,- •' 0 0 0 .0 ` " 0 157, 0 0 0; 205 3 0 ,: 0. 0 -00 400 ,. 1387 0 ' .0 523 9312A 0 U 0 0 0. , 343° ' 1029, 0 ' ' 0 449 269 9 r 0., 0 0; 0 0 .., 0. , 0 0 0 ;. 0 0 0 0 � Q 0; 0 2 50 0, - 0 0 0 0 0 ': 0. 0 0 0 52 " A 0 0 0 0 0 0 0 .0 . 0 0 '. .132 : 0 .. 0 0 0 0 0 0 0 0 0 0 114, 0 V1! �G TL430 ; W W�--G, W P C C F .2A 13A-5ocs 126-010w,. 166-30ad 16C.-196I 22A-tph 0.125 0.097 0.032 0:049 1.358 w - - ' ' - 3.50 2.72 0.90 1.37 38.02 2.22 :, '0 85' 1.68 -2.68 0.00. 0 .' 0 483 ` : 0 483 0 . ' 0 483 . • Oi 45 0 432 . 0 1711 0 ` 0: 811 0- 0 0 5& 46 ; -0 46 0 '= 56 46 .. 0 7 0 152 41 ' 0. 247 0 48 76 0 0 6 c) AED excursion 288 -83 Envelope loss/gain 5385 56191 573 155 12 a) Infiltration b) Room ventilation 977 0 268 0 115 0 32 0 13 Internal gains: Occupants @ 230 Appliances/other 2 460 0 0 0 1200 Subtotal (lines 6 to 13) 6362 6346 6861 1387 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 11% 15% 0 0 0 6362 725 0 0 0 6346 935 22% 34% 0 0 0 688 151 0 0 0 1387 472 Total room load Air required (cfm) 7087 329 7281 348 839 391 1859 89 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4 wrightsoft' 2012-May-15 09:ge 2 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 2 �� E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N - wrightsoft' Right-J® Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name KITCHEN MS BATH 2 Exposed wall 0 ft 7.5 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 154.0 ft 7.0 x 7.5 ft 5 Room area 154.0 ft' 52.5 ft' Ty Construction U-value Or HTM Area (ft� Load Area (ft� Load number (Btuh/ft2- °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 12C-0sw 0.091. n 2.55 2,18 ,. 0 0 p 0- 0 0 0' 0 1A7riomd .. 1.270 n 35.56 26.39 0 ' `, . 0 `. 0 .0 0 0 0 0 2A-2ob., 0.636 n 17.64 2z24; 0 0 0 0' 0'' 0 0 0 2A-2om 0.840 n 23.52 25.39 0 0 0 '_ 0: 0: 0 0 0 11 12C-0sw 0.091 a 2.55 2.18 0 0' 0 0 0 0 0 0 T O 2A-20m 0:840 , e 23.52 68.19 0 0 0 0 0 0 0 0 12C-0sw 0 09P s 155 2.18 0 0, : 0. 6 0 0 0 0 2A-2om 0.840 s 23.52 25.39 0 0 0 0, :- 0 0 0 0 1,1J0 0.600 s 18.80_ 17`A0 :' 0 0, 0 0 .0 0 0 0 W 12C-0sw 0.091 sw 2.56 2.18 0 0 0 0 0 0 0 0 W 12C 0'sw 0 091` `'w -2.55 2:.18 0 = - 0 ' 01 0 ' 60. 54 138 118 2A-2om 0.840 . w 23:52 6618, 0 0:. 0 0 8, 1 141 397 W 13A-5ocs 0.125 w 3.50 2.22 0 0 0 0 0 0 0 0 P 12B-0bw' 0.097 - 2.72 0.85' 68; 68 185, 1 58' 0 0 o 0 C 16B-30ad 0.032 - 0.90 1.68 1.54 154 138 259 53 _ 53 47 88 C 16C-19al' 0.049 - 1'.37 2,08' :, . 'a 01 0 0: 0 0 0 F 22A-tph 1.358 38.02 0.00 154 0 0 0 53 8 285 0 6 c) AED excursion -153 215 Envelope loss/gain 323 164 611 818 12 a) Infiltration 0 0 133 36 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Applianceslother 2400 0 Subtotal (lines 6 to 13) 323 2564 744 855 Less external load 0 0 A 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 323 2564 744 855 15 Duct loads 11% 15% 37 378 220/6 34% 164 291 Total room load 359 2942 907 1146 Air required (cfm) 17 1411 1 142 55 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri f�tsoft- 2012-May-15 09:13:19 9 Right-Sufte® Universal 2012 12.0.04 RSU05864 Page 3 ,4 CP" EAWrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N + wrightsoft Right-J® Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 2 3 4 Room name Exposed wall Room height Room dimensions MS CLOSET 0 ft 8.0 ft heat/cool 7.0 x 10.0 ft MS BDRM 42.0 ft 8.5 ft heat/cool 14.0 x 19.0 ft 5 Room area 70.0 ft' 266.0 ft' Ty Construction number U-value (Btuh/W °F) Or HTM (Btuh/ft� Area M or perimeter (ft) Load (Btuh) Area (ft2) or perimeter (ft) Load (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 1N I--G 12C-Osw 1A-rlomd 2A-2bb 2A-2om 12C-Osw 2A-2om 12C=0sw 2A'26m 11J0' 12C-Osw 12C,Qsw. 2A72om 13A-5ocs 0.091 1.270 0.630 0.840 0.091 0.840 b.ogi- 0.640 0.600 0.091 0.091' 0.840 0.125 n n n n a a s s s sw w w w 2.55 35.56 17.64' 23.52 2.55 23.52 '2.55 23.52 16.80 2.55 2.55 23.52 3.50 . ?A8 26.39 22.24 25.39 2.18 68.19 2.18 25.39 17.40 2.18 2.18 66.18 2.22 0 0: 0 0 0 0 0'; 0.. 0. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0: 0 6 0 0 0' %0 0 0 0 0 0 ' 0 0 0 0 0 0 0 0 0, 0 0 0 0 119 0 15 15 77 0 0; 0 0. 0 162 0 0 89 0 0 0, 77 0 0 0 0 0 162 .0 0 227 0 265 353 195 0 0 0 0 0 412 0 0 194 0 334 381 167 0 0 0 0 0 353 0 0 W W L--G W P 12B-Obw 0.097. - 2.72 0.85. 0 0 0 0 0 0 0 0 C 166-30ad 0.032 - 0.90 1.68 70 _ 70 63 118 266 266 238 447 C 16C-19al' 0.049 _ 1:37 2.08 0 0 0 d 0' 0 0 0 F 22A-tph 1.358 38.02 0.00 70 0 0 0 266 42 1597 0 6 c) AED excursion -7 139 Envelope loss/gain 63 111 3286 2014 12 a) Infiltration b) Room ventilation 0 0 0 0 791 0 217 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 63 111 40T7 2231 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 22% 34% 0 0 0 63 14 0 0 0 111 38 22% 34% 0 0 0 4077 896 0 0 0 2231 760 Total room load Air required (cfm) 77 4 149 7 4973 231 2990 143 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri f�tsoft' 2012-May-15 09:13:19 9 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 4 Fes` EAWrightsoft HVAC\Wynne Corp162' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N + wrightsof- Right-J® Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax. 772-785-9144 Web: comfortcontrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name HALL BATH 2 Exposed wall 0 ft 5.0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 3.5 x 5.0 ft 9.0 x 5.0 ft 5 Room area 17.5 ft' 45.0 ft' Ty Construction U-value Or HTM Area (ft� Load Area (ft� Load number (Btuh/f:2 °F) (Btu ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-Osw 0.091 . n 2.55 2.18 0 0 0 0 0 0 0 0 1A=rlomd 1.270 n 35.56 26.39 0 0 0 .0 0 0 0 0 N 2A-2ob 0.630 n 17.64 22.24. 0. 0 0. 0 0 0 0 0 2A-2om 0.840 n 23.52 25.39: 0 0 0 0 %0 0. .0. 0 11 V,V 12C-Osw 0.091 a 2.55 2.18 0 0 0 0 40 40 102 87 - 2A-2om 0.840 a 23.52 68.19 0 0 0 0 0 0 0 0 12C-0sw 0.091' s 2i55 2.18 0 0 0; 0 0 0- 0 0 2A-2om . 0.840. s 23.52 25.39 0 0 0 0 0 0 0 0 D 11J0 0.600 s 16:80 17.40 0 0 0' 0 0 0 0 0 W 12C-Osw 0.091 sw 2.55 2.18 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 w 2.55 2.18 0 0 0 0 0 0 0 0 L-G 2A-2om 0.840 w 23.52 66.18 -0. 0 0 0 0 0 0 0 W 13A-5ocs 0.125 w 3.50 2.22 0 0 0 0 0 0 0 0 P 12B-Obw 0.097 2.72. 0.85:.' 0 0.. D 0 - 01 0 0 0 C 16B-30ad 0.032 0.90, 1.68 18 18 16_ 29 45 _ . 45 40 76 C 16C-19al 0.040 1.37, , 2.08 Q 0. 0. 0, 0, 0 0 0 F 22A-tph 1.358 , - 38.02 0.00 18 0 0 0 45 5 190 0 6 c) AED excursion -2 -11 Envelope loss/gain 16 28 332 152 12 a) Infiltration 0 0 89 24 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 16 28 421 177 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 16 ' 28 421 177 15 Duct loads 1 22% 34% 3 9 22% 34% 93 60 Total room load 19 37 514 237 Air required (cfm) I I 1 2 241 11 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 1 wri htsc2ft- 2012-May-15 09:13:19 9 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 5 E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N + wrightsoft Right-J® Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax 772-785-9144 Web: comfortcontrolofslc.cam Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name BDRM 2 MASTER lAV 2 Exposed wall 30.7 ft 8.0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 195.5 ft 7.0 x 8.0 ft 5 Room area 195.5 ft' 56.0 ft' Ty Construction U-value Or HTM Area M 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 12G 0sw 0:091 n 2:55 x, 2.18 0 0, ;. Q 0 0. 0 .. 0 0 1A rlomd 1.270 . n 3556 26:39 0 0' - 0 ;, 0 ; 0 0 0 0 2A 2ob� 0.630 n 17'64 22:24 0 0 0 0 0 0 ., 0 0' .2A 2om 0.840 n .. 23:52 . . 25r39 0 Q ,. _ 0 A, 0 .. 0 . O; 0. 11 V,V 12C-Osw 0.091 a 2.55 2.18 128 128 326 280 0 0 0 0 �G 2A-2om 0.840 a 23.52 68.19 0 0 0 0 0 0 0 0 120=0sw', 0.091 s ' 2.65 218, 76 56 143 122 0 0 o 0 G 2A-2om - 0.840 s 23.52 25:39 . 20' 20, : ` 410 508' 0 0 .. 0 0 �-D 11 J 0 0: 600 s 16.80 17°.40 A 0. 0' '- Oi : . 0, . 0 - 0 0 w 12C-Osw 0:091_ sw 2.55 2.18 34 34, 86 74 - 0 0 0 0 W ` 12C Osw 0.091 w 2.56 2.18 : 8 8: 26 .17. ' ---A ' 0 : 0 0 L-G' 2A-2om. ` 6.840 w` . `23.52 66.18 0 6, 0 _0!. 0:. 0 0 -0 W 13A-5ocs 0.125 w 3.50 2.22 0 0 0 0 64 64 224 142 P. 12B _ObW : O 097 2.72 0.85, 0 . Ol 0:. .0; 0' ;- 0 "0 0 C 1613-30ad 0.032 0.90 1.68 196 196 175 328 0 0 0 0 -C 16C=19al 0.049 . _ :. - 1.37 2,,08 `•. t.. 0' ` "' :. .::0 Ol ' 0- ` 56' 56 . "77' , 117 F 22A-tph 1.358 _ - 38.02 0.00 196 31. 1166 0 56 8 30.4 0 6 c) AED excursion 88 -17 Envelope loss/gain 2387 1417 605 242 12 a) Infiltration 545 149 142 39 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 10 Subtotal (lines 6 to 13) 2932 1567 747 281 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2932 1567 747 281 15 Duct loads 22% 34%, 645 533 22% 34% 164 96 Total room load 3577 2100 911 377 Air required (cfm) 1 1 166 100142 18 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. +� wrigtftsoft' 2012-May-15 09:13:19 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 6 E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N e MiTek � Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. RE: M11323 - 62' Grand Carlton III with porch MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: WYNNNE DEVELOPEMENT CORP Project Name: 62' GRAND CAIi��fSlF I1 W1N'PORCH Lot/Block: Subdivision: Address: N/A City: PORT ST LUCIE State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2010/TP12007 Design Program: MiTek 20/20 7.3 Wind Code: N/A Wind Speed: 165 mph Floor Load: N/A psf Roof Load: 37.0 psf This package includes 13 individual, dated Truss Design Drawings and 0 Additional Drawings. " With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. Truss Name Date 1 IT4386201 JA5 5/14/012 �2 IT4386202 JA6 1 5/14/012 1 3 I T4386203 J A7 1 5/14/012 1 14 I T4386204 I A8 1 5/14/012 J 15 I T4386205 I A9 1 5/14/012 1 �6 I T4386206 I A 1 5/14/012 1 �7 I T4386207 I GRA 1 5/14/012 1 �8 IT4386208 I GRB 1 5/14/012 9 I T4386209 J J2 1 5/14/012 1 10 I T4386210 I.14 1 5/14/012 1 11 I T4386211 I J6 15/14/012 12 I T4386212 1,18 1 5/14/012 1 13 I T4386213 I KJ8 1 5/14/012 1 The truss drawing(s) referenced above have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Albani, Thomas 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. A'r,��i 39 0 it r �•• :• STATE OF .� ,� • Al 'ell ONA C' �"i%" nin FL Cert. 6634 1VIay 14,2012 Alban; Thomas 1 of 1 Model: M11: Truss toss Type Qty Ply 62' Grand Canton III with porch rob 323 AS SPECIAL 9 1 e ere i Chambers Truss Ine., Fort Pierce FI. 34982 Run: 7.340 s Feb 24 2012 Print 7.350 s Apr 23 2012 MTek Industries, Inc. Mon May 14 09:54:12 2012 Page 1 ID:2GIScwwyY5hnGhXVARzUkuyuFUM-Ek_ISVkUDOgX21 V VCfgALeO(Gy3TKyOD71 SbGTzGdvv 10 7-85 10-6-4 17-0-0 204-8 26-4-0 34-0-0 5-0 -0-0 7-M 2-g-15 65-12 3-4, 5-11-8 7-8 0 -0-0 Scale = 1:59.7 4.00 F12 5x8 = 13 12 3x6 2.00 12 7x12 = 2x3 II i 10-6 4 20-4-8 264-0 3"_0 1 G-6 4 9-104 5-11-8 7-8-0 Plate Offsets (X.Y): I2:0-8-0.0-1-41. 14:0-3-O.Edgel. 110:0-3-14.0-1-81, rl3:0-6-0.0-2-81 µLOADING (psf) SPACING 2-0-0 CSI DEFL in floc) Vdefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.85 Vert(LL) 0.70 14 >569 360 MT20 2441190 TCDL 7.0 Lumber Increase 1.25 BC 0.95 Vert(TL) -1.19 13-14 >336 240 HorzL 0.39 10 n/a n/a BCDL 10.0 Code FBC2010/rP12007 (Matrix) Weight: 171 Ib FT = o LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc purlins. BOT CHORD 2x6 SYP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 10-13: 2x4 SP M 30 WEBS 1 Row at micipt 6-14 WEBS 2x4 SP No.3 *Except* MiTek recommends that Stabilizers and required cross bracing 6-14: 2x4 SP M 30 be installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS (lb/size) 2=1125/0-8-0 (min. D-1-8), 10=1125/0-8-0 (min. 0-1-9) Max Horz 2=166(LC 7) Max Uplift 2=816(LC 8), 10=816(LC 8) Max Grav 2=1305(LC 2), 10=1305(LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=5498/3134, 34=5106/2822, 4-5=5058/2829, 5-6=5133/2933, 6-7=2336/1492, 7-8=2310/1411, 8-9=2368/1397, 9-10=3053/1724 BOT CHORD 2-14=-2890/5212, 13-14=978/2035, 12-13=-1519/2823, 10-12=-1519/2823 WEBS 3-14=350/372, 5-14=259/273, 6-14=1785/3313, 6-13=254/513, 9-13=711/465, 9-12=0/284 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. 11; ,tlllllil//ill,' �� PS A, q 1 •. �e �j, Exp C; Encl., GCpi=0.18; MWFRS Lumber DOL=1.60 ,�� O�•••.•+• E N •� (directional); plate grip DOL=1.60 ,% �G S' •-9 • �- F 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for live load 20.Opsf the bottom in 3-6-0 tall by 2-0-0 �� ; !r%i a of on chord all areas where a rectangle wide �1 O 39380 will fit between the bottom chord and any other members. * •�'�. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building designer should verify : capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 816 lb uplift at joint 2 and 816 lb uplift at CQ £0: 4 joint 10. :': • ATE : W : 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. �.• . LOAD CASE(S) Standard i�,,�s • 0 R i •• ��,�> FL Cert. 6634 May 14,2012 WARNING Veil fy design parameters and READ APOTES ON 7T-IIS AND INCLUDED B77TEKREPERENCE PAGE M11-7473 BEFORE USE. Design valid for use only with MTek connectors. This design Is based only upon parameters shown, and is for an Individual building component. Applicability of design parameters and proper incorporation of component Is responsibility of balding 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 responsibilrity of the 1Tek• erector.. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding . M fabrication, quality control, storage; delivery, erection and bracing; consult ANSI/TPII Quality CrBerla, DSB-89 and SCSI BYadIng Component1 6904 Partin Fist Blvd. Safety Informa8on available from Truss Plate Institute. 781 N. Lee Street. Suite 312, Alexandria, VA 22314. •- Tampa, FL 33610.4115' 11 Southern Pine SP or SPp lumber is specified the design values are those effective 05i01/2012 b ALSC or proposed b SPI8. Job Truss Truss Type Qry Ply 62' Grand Cadton III with porch W1323 A6 SPECIAL 1 1 ob Reference (optional) �1 d ___ • • • ^_�� Kun: r.34u s I-eo z4 zuiz vrim: r.3ou s Apr z3 zulz Mrl eK maustries, Inc. Mon May 14 OB:54:13 2012 Page 1 ID:2GIScwwyY5hnGhXVARzUkuyu FUM-iwY7grl6_KyOgB4im M B Pus Hg DMO93McMLhB9pvzGdvu 1-0 8-11-11 16-0-0 18-0-0 20-4-8 25-11-15 344)-0 95-0-0 0 0 8-11-11 7-0-5 240-0 2-4-8 5-7-7 B-0-1 -0-0 4.00 12 4x8 % 4x5 3x6 2.00 F12 7x8 = 2X3 II 10-64 4-5-12 -0-0 4 4 8 1 5-7-7 8-0-1 Plate Offsets (X,Y): [2:0-8-0.0-1-41, I3:D-3-O,Edgel. f7:0-2-7.Edgel, 19:0-3-14.0-1-81. 1`12:D-4-0.0-2-131. f14:0-5-9.0-2-81 Scale = 1:61.7 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.96 Vert(LL) 0.66 14 >604 360 MT20 2441190 TCDL 7.0 Lumber Increase 1.25 BC 0.98 Vert(TL) -1.08 14 >371 240 Rep Stress Incr YES WB 0.79 HorzL 0.38 9 n/a n/a BCDL 10.0 Code FBC2010ITP12007 (Matrix) Weight: 174 lb FT = 0% LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SYP No.2 'Except' 9-12: 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 5-14: 2x4 SP M 30 OTHERS 2x4 SP No.3 REACTIONS (lb/size) 2=1125/0-8-0 (min. 0-1-8), 9=1125/0-8-0 (min. 0-1-9) Max Horz 2=157(LC 7) Max Uplift 2=816(LC 8), 9=-816(LC 8) Max Grav 2=1305(LC 2), 9=1305(LC 2) BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Fbe ek recommends that Stabilizers and required cross bracing installed during truss erection, in accordance with Stabilizer tallation guide. FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=5444/3094, 3-4=5296/3097, 4-5=-5035/2828, 5-6=2271/1421, 6-7=2292/1373, 7-8=2300/1351, 8-9=3064/1740 BOT CHORD 2-14=2847/5159, 13-14=1107/2312, 12-13=1039/2147, 11-12=1536/2836, 9-11=-1536/2836 WEBS 4-14=-465/493, 5-14=-157012920, 5-13=373/161, 6-13=188/550, 8-12=822/564, 8-11=0/309 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 816 lb uplift at joint 2 and 816 lb uplift at joint 9. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 39380 r — Mir Z ATE i0� A,J. OR ID *'4S10NAl- S .�`� �/1111111�� FL Cert. 6634 May 14,2012 WARN/NG •Verify design parwnefem xmd READ Ar07VS OUTHIS AND INCLUDED B ISKREFERFUCE PAGE 07.7473 BEFORE USE, Design valid for use only with M7ek connectors. This design Is based only upon parametersshown, and is for an Individual building component. Applicability of design parameters and proper lncorporation'of component Is responsibility of building designer- not truss designer. Bracing shown 8 for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsbilrity of the erector. Additional permanent bracing of the overall .structure is the responsibility of the building designer. For general guidance regarding MiTek• fabrication, quality control, storage, delivery, erection and bracing, consult - ANSVII'll QuaBly Crtiedo, DSB-87 and BCS18uilding Component 6904 parka East Blvd. Satety Information. available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 3361 D-4115 If Southern Pine SP or SPp lumber is specified, the design values are those. effective 00112012 by ALSC or proposed by SPIS. Job Truss Truss Type Ply Carlton III with porch Mt1323 A7 �Qty SPECIAL 1 1 162'Grand Job e e ono Chambers Truss Inc., Fort Pierce Fl. 34982 Run: 7.340 s Feb 24 2012 Print 7.350 s Apr 23 2012 MTek Industries, Inc. Mon May 14 09:54:13 2012 Page 1 ID: WSJgpGwa IPpeur6hk9Uj G5yuFU L-iwY7grl6_KyOg B4im MBPusHijMO W3J FM LhB9pvzGdvu 1 8-10-10 14 0 0 20-M 25 11-15 34-M 5-0 0 0 8-10-10 5-1 6 6-0-0 5-1'1-15 8-0-1 -0-0 5x6 a nn 2.00 12 5x6 = 7x12 = 2x3 11 i 10-6-4 25-11-15 34-0-0 10-6-4 3 5 12 6118 5-7-7 8-0-1 Scale = 1:60.7 v >A I d LOADING (psf) TCLL 20.0 TCDL 7.0 CLL 0.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES CSI TC 0.87 BC 0.96 WB 1.00 DEFL in (loc) Vdefl L/d Vert(LL) 0.61 11 >651 360 Vert(TL) -1.06 10-11 >376 240 HorzL 0.37 7 n/a n/a PLATES GRIP MT20 244/190 BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight: 164 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x6 SYP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 7-10: 2x4 SP M 30 MTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 *Except* be installed during truss erection, in accordance with Stabilizer 4-11: 2x4 SP M 30 Installation guide. REACTIONS (lb/size) 2=1125/0-8-0 (min. 0-1-8), 7=1125/0-8-0 (min. 0-1-9) Max Horz 2=137(LC 7) Max Uplift 2=816(LC 8), 7=816(LC 8) Max Grav 2=1305(LC 2), 7=1305(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=5469/3080, 3-4=5088/2831, 4-5=2133/1355, 5-6=2343/1400, 6-7=3033/1714 BOT CHORD 2-11=2831/5183, 10-11=-1412/2782, 9-10=1507/2803, 7-9=1507/2803 WEBS 3-11=-396/432, 4-11=1367/2696, 4-10=813/405, 5-10=172/456, 6-10=727/480, 6-9=0/293 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) O6sOf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp CAEncL, GCpi3O 18PMWFRS (directional)SLu berg DOL 1D6 plate grip DOL3 I p,S A q�e 3) Provide adequate drainage to prevent water `��•� •• •• Ci ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �% E NJ •' '9 • �,� F.r/1_ 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 `��,`�: fit 3938,10 •� ;t will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 816 lb uplift at joint 2 and 816 lb uplift at 7.i = VA joint ATE00 8) "Semi -rigid pitchbreaks including heels" Member end Purity model was used in the analysis and design of this truss. - LOAD CASE(S) Standard ii';�• . 4 0 R ON Ak-�.�`. Inns► FL Cert. 663.4 May 14,2012 WARNING - Verd des{gn param t rs =dREAD NOTES ON7HTS AND INCLUDED i4 MCREFERENCE PAGE 11Hi--7473 BEFORE USE: Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for on Individual building component: - �• Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Brdcing shown ' is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction Is the responsibllity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding MiToW fabrication,.quality control. storage, delivery, erection and bracing, consult ANSI/TPII Quality C fferlo, 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 11 Southern Pine (SP or. SPp) lumber is specified, the design values are those effective 6 01/2012 by ALSC or proposed by SPIB. Job Truss Truss Type ty Ply 62' Grand Carlton III with porch M71323 AS SPECIAL 1 1 o eere ce o t' rn— r aau s hpr z.w zu iz mn ex maussnas, mo. mon may rq ua:aq:lq zu iz rage r ID: WSJgpGwalPpeur6hk9UjG5yuFUL-A66WtBmkie5FILfuK3ieQ3quDmkgogZWaLxiLLzGdvt 1-0 8 8-0 12-0-0 15 8 4 20 4-0 22 0 0 24 8 12 34-0-0 5-0 -0-0 8-84 3-3-12 314 4-8 4 1-7-8 2-8-12 9-3.4 -0-0 Scale = 1:60.7 4.00 12 5x6 = 3x4 = 4 14 5 2x3 11 5x10 6 15 7 7x12 = 3x4 = 2.00 12 r 10-6� 20-4-8 34-0-0 10-0� 9-10-4 1-7 8 1211 Plate Offsets (X.Y): 12:0-8-0.0-1-41.17:0-5-0.0-2-01.f9:0-3-14.0-1-81,112:0-6-0.0-2-8) LOADING (psf) TCLL 20.0 TCDL 7.0 -BCLL 0.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES CSI TC 0.82 BC 0.96 WB 0.74 DEFL Vert(LL) Vert(TL) Horz(TL) in 0.60 -1.19 0.35 (loc) 13 9-11 9 Vdeft >667 >336 n/a Ud 360 240 n/a PLATES GRIP MT20 244/190 BCDL 10.0 Code FBC201 O/TPI2007 (Matrix) Weiaht 171 Ih FT = n% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x6 SYP No.2 *Except* BOT CHORD 9-12: 2x4 SP M 31 WEBS 2x4 SP No.3 REACTIONS (lb/size) 2=1125/0-8-0 (min. 0-1-8), 9=1125/0-8-0 (min. 0-1-8) Max Horz 2=117(LC 7) Max Uplift 2=816(1_C 8), 9=816(1_C 8) Max Grav 2=1305(LC 2), 9=1305(LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=5482/3092, 3-4=-5091/2819, 4-14=-3839/2180, 5-14=-3839/2180, 5-6=2457/1512, 6-15=-2457/1512, 7-15=2457/1512, 7-8=2547/1492, 8-9=-2889/1682 BOT CHORD 2-13=-2844/5195, 12-13=1697/3196, 11-12=1153/2374, 9-11=-1467/2678 WEBS 3-13=387/422, 4-13=-938/1752, 5-13=-279/820, 5-12=-913/539, 6-12=252/222, 7-12=297/322, 7-11=276/705, 8-11=-482/465 Structural wood sheathing directly applied or 2-2-0 oc purlins Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Unbalanced roof live loads have been considered for this design. �rt111 1l�� 2) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 •++ •. Cb1 �j 3) Provide adequate drainage to water `�� .O\�' •.. E N '9 his prevent ponding. 4) This truss has been designed for a 10.0 bottom chord live load nonconcurrent with any other live loads. ,� ,•'�Ci S • V F�W psf • ` e �!1<�, z 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 �� 39380p ��-_ will fit between the bottom chord and any other members. _ 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify * :• r - capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 816 lb uplift at joint 2 and 816 lb uplift at ' �_. • .£4 joint 9. ' E :: l�AT v'`.' 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 0 0 •.• `+ LOAD CASE(S) Standard ��•�� O R % D slONM-E� •�`• FL Cert. 6634 May 14,2012 mum &.WAPJWNCr • Verify desiylt parameters and READ NOTES ON THIS AND INCLUDED &IPTAKREFERENCE PAGE 11HI.7473 BEFORE USE. Design vdid for use only with MiTek connectors. This design is based only upon parameters shown, and. Is foran individual building component. �® . ' Applicability of design parameters and proper incorporation of component is responsibility of buildingdesigner -not cross designer.'Brocing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding . MiTek' . .fabrication, quality control, storage, delivery, erection and bracing, consult ANSVTPII Quality Criteria,-DSB-89 and BCSI Building Component .:. . Safety InformaBon available from Truss Plate Institute, 181. N. Lee Street. Suite 312. Alexandria, VA 22314.. - .- - 6904 Parke East Blvd: Tampa, FL336104115 If Southern Pine SP or Sp lamberts specified, the desi D values are those effective 00112412 b+ ALSC or' roposed by SPIN. . Job Truss Truss Type Ply 62' Grand Carlton III with porch M11323 A9 HIP �Qty 1 i ob eee ce o fo al ..,.,wc•�» ....,��... mun: r.o s reDZ4 zuiz rnnn r aou s hprzstoiz mirexmausmes, inc. mon may rq ua:oq:lgzuix vagei ID:_etC1 cxC3ixVV?huls?ypJyuFUK-A66WtBmkie5FILfuK3ieQ3g13mg2onKWaLxiLLzGdvt ,1 0 Q 6-7-15 10-0-0 152-14 20 4-0 24-0-0 27 4 1 34 0 0 35-0-0 i-0-0' 6-7-15 3 4-1 5-2-14 5-1-2 3-8-0 3-4-1 6-7-15 4.00 12 4x4 3x4 = 2x3 II 5x10 4 18 5 6 17 7 Scale=1:58.7 9x4 — 14 12 - 3x4 = 3x8 = 3)(6 _ 6x8 = 3x6 = 3x4 = LOADING (psf) TCLL 20.0 TCDL 7.0 _BCLL 0.0 LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 SPACING 2-0-0 CSI Plates Increase 1.25 TC 0.25 Lumber Increase 1.25 BC 0.56 Rep Stress Incr YES WB 0.95 DEFL in (loc) I/deft L/d Vert(LL) -0.21 9-11 >748 360 Vert(TL) -0.55 9-11 >291 240 Horz(TL) 0.02 13 n/a We BRACING TOP CHORD BOTCHORD REACTIONS (lb/size) 2=575/0-8-0 (min. 0-1-8), 9=300/0-8-0 (min. 0-1-8), 13=1376/0-8-0 (min. 0-1-14) Max Horz 2=97(LC 7) Max Uplift 2=452(LC 8), 9=-270(LC 8), 13=910(LC 8) Max Grav 2=692(LC 19), 9=390(LC 20), 13=1592(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1216/687, 3-4=882/468, 4-16=801/463, 5-16=801/463, 5-6=378/797, 6-17=-378/797, 7-17=378/797, 7-8=89/270, 8-9=-312/169 BOT CHORD 2-15=-551/1110, 14-15=31/300, 13-14=-31/300, 12-13=244/271, 11-12=244/271, 9-11=-139/260 WEBS 3-15=379/356, 5-15=256/643, 5-13=-1191/752, 6-13=263/230, 7-11=158/383, 8-11=-424/384, 7-13=818/443 PLATES GRIP MT20 244/190 Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 6-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES ,1��1�11I1 1) Unbalanced roof live loads have been considered for this design. `t%% ,�14' 2) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; � ��. • • . qCs'�, Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60-y;o '• G E (1/ S •-9 �i� 3) Provide adequate drainage to prevent water ponding. �/Q 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide O 3938 will fit between the bottom chord and any other members. * :• 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 452 lb uplift at joint 2, 270 lb uplift at ,� joint 9 and 910 lb uplift at joint 13. • :qZ 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. _ ATE (V LOAD CASE(S) S Standard 00 � < OR 1 'D ,�f0NAtll � 0" %% FL Cert. 6634 May 14,2012 WA MM - Verify d-s grs parameters acid READ MOMS ONTHIS Am INCLUDED mTEKREF&REh`CE P ci 1YlIf-7473 BEFORE Usa. Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for an individual building component. '.Applicability of design parameters and. proper incorporation of"component :is responsblity 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 B the responsibillity of the 1, erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding 1 VI ffek* fabrication, quality control, storage, delivery; erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component - 6604. Parke East Blvd: . ' safety Information available from.Tniss Plate. Institute, 781 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa' FL 33810-4115 if So uth ern Pine {SP. or SPp lumberis s ecffied thc• design values are those effective 001i20t2 by ALSC or proposed'b SPIB. Job Truss Truss Type Ply 62' Grand Carlton III with porch Mt-1323 A COMMON �Qty 9 1 Job Reference (optional �1 d �_� -••� • -• • • ...,, •^-�- nun. --u s q reo zq zu iz rnnc r.00u s i pr zs zurz mi i eK mousmes, mo. mon may iq us:o4:1z zulz rage T ID:a3B4PavKnnZweXyJckSFBgyuFUN-Ek_ISVkUDOgX21 WCfgALelfuy9iKzgD71 SbGTzGdvv 1-0 6-7-13 12-4-13 17-0-0 21-7-3 1-4-3 34-M 5-0 -0-0 6 7-13 5-9-0 4-7-3 4-7-3 5-9-0 6-7-13 -0-0 Scale = 1:57.8 4.00 12 4x4 = 6 19 1� d 3x6 % 17 -- 15 -- -' 14- 12 3x6 W II 4x6 3x8 = 3x8 = 4x8 W II 6-7-13 12-0-13 21-7-3 27-43 34-M 6 7-13 5-9-0 9-2-7 5-9-0 6-7-13 LOADING (psf) TCLL 20.0 TCDL 7.0 ;,BCLL 0.0 LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 SPACING 2-0-0 CSI Plates Increase 1.25 TC 0.36 Lumber Increase 1.25 BC 0.55 Rep Stress Incr YES WB 0.58 REACTIONS (lb/size) 2=121010-8-0 (min. 0-1-10), 10=1210/0-8-0 (min. 0-1-10) Max Horz 2=166(LC 6) Max Uplift 2=-844(LC 8), 10=-844(LC 8) Max Grav 2=1355(LC 2). 10=1355(LC 2) DEFL in (loc) I/defl L/d PLATES GRIP Vert(LL) 0.3014-15 >999 360 MT20 244/190 Vert(TL) -0.7314-15 >546 240 Horz(TL) 0.15 10 n/a Na eig = u BRACING TOP CHORD Structural wood sheathing directly applied or 3-8-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-8-15 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=3245/1839, 3-4=2656/1547, 4-5=2606/1555, 5-18=2655/1658, 6-18=2595/1654, 6-19=-2595/1654, 7-19=-2655/1658, 7-8=2606/1555, 8-9=2656/1547, 9-10=3245/1839 BOT CHORD 2-17=1635/3008, 16-17=1635/3008, 15-16=163513008, 15-20=-928/1921, 20-21=-928/1921, 14-21=928/1921, 13-14=1635/3008, 12-13=-1635/3008, 10-12=-1635/3008 WEBS 6-14=523/891, 7-14=313/304, 9-14=-600/407, 6-15=523/891, 5-15=313/304, 3-15=599/407 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 844 lb uplift at joint 2 and 844 lb uplift at joint 10. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 50 lb down and 29 lb up at 15-0-0, and 50 lb down and 29 lb up at 19-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25. Uniform Loads (plf) Vert: 1-6=44, 6-11=-44, 2-20=20, 20-21=50, 10-21=-20 W G • Verify desio patmeeters.and REED NOTES ONTfIIS AND INCLUDED D?ITEKREFERENCE PAGE MI.7473 BEFORE USE, Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for an Individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown' . 1s for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is theresponsibility of the 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 . ANSVTPll Quality Criteria, DSB-89 and SCSI building Component Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. - If Southern Pine 5P or SPp lumber is specified the design values are those effective 0610112012 by ALSC or proposed by SPI8. ,`,P`S ,'4t''`1,,��i E N 3 t9,g2�i 3+i 39380 •err„ O.. ATE i ii ,.,<pR,O, �? 'ss,O N A,,� FL Cent. 6634 May 14,2012 iVIY�` MiTek' 6904 Parke East Blvd. Tampa, FL33610-4115 Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch M11323 A COMMON g 1 o c a uss inc., Fort Pierce R. 34yez LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 18=-43(F) 19=43(F) Run: 7.340 s Feb 24 2012 Print 7.350 s Apr23 2012 Welk Industries, Inc. Mon May 14 09:64:12 2012 Page 2 ID:a3B4PavKnnZweXyJckSFBgyuFUN-Ek_ISVkUDOgX21 WCfgALeIRW9iKzgD71 SbGTzGdvv E IVe .. r. off'" 3938 � + -� J £cc z AT E Ur—: [U O lV nnlll . FL Cert. 663.4 May 14,2012 WARNING -V--VD design parameters and READ HOIRS ON THIS AND INCLUDED MTEKRSFERENCB PAGE Mtf-7493 BEFORE USE. Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for an IndiJidual building component. Applicability of design'parameters'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 conshuctlon Is the responsibility of the erector.. Additional permanent bracing of the overall structure is the responsibility of the building designer; For general guidance regarding MITek* fabrication; quality control. storage, delivery, erection and bracing, consult ANSVTPII Quality Criteria, DSB•89 and BCSI Building Component 6904.Parke East Blvd. Safely Informa8an ava0able.from Truss Plate Institute, 781 Ili l Lee Street, Suite 312. Alexandria, VA 22314. - Tampa, FL 3361D-4115 If Southern Pine SP or SPp lumber is specified, The design values are those effective 0610112012 by ALSC:Dr proposed'by SP18. Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch Mj1323 GRA HIP ) 1 o eee ce o io a cuss Inc., Fort Pierce Ff. 34982 Run: 7.340 s Feb 24 2012 Print 7.350 s Apr 23 2012 MiTek Industries, Inc. Mon May 14 09:54:15 2012 Page 1 ID:_etC1 cxC3ixV V7hulsTypJyuFU K-eJgu5XnMWxD5vVE4unDtzHMODABUXJXfp?gFtozGdvs 1 11-1-1 174)-0 18�-0 1V2 2 -40 34-M 5-0 -0-0 8-M 3-1-1 5-10-15 1-0-0 3-8-2 3-9.14 8-0-0 -0-0 7x10 4.00 12 3 n 2 1 d 28 3x4 = 29 3x6 I I 3xB = 6x8 = ) Top chord must be braced by end jacks, Scale= 1:60.7 roof diaphragm, or properly connected 4x4 = purlins as shown. 11 14 6x10 4x6 0 10 N 22 23 N N IA d 26 25 24 4x4 = 6x8 = 3x6 = Bxe = i 8-0-0 11-1-1 181-0 26-0-0 9d_0-0 8-0-0 ' 3-1-1 7-4-15 7-0 0 8-0-0 Plate uttsets ix v)• I3'0-3-8 Edgel 121:0-3-6 Edgel I22.0-3-10 Edge], I24.0-3-80-3-01 127:0-3-80-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.99 Vert(LL) 0.13 22-24 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.48 Vert(TL) -0.26 2-29 >489 240 BCLL 0.0 Rep Stress Incr NO WB 0.63 Horz(TL) 0.03 22 n/a Na — o LUMBER BRACING TOP CHORD 2x4 SP M 30 `Except' TOP CHORD 3-11,11-21: 2x4 SP No.3 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BOT CHORD WEBS JOINTS REACTIONS All bearings 0-8-0. (lb) - Max Horz 2=166(LC 7) Max Uplift All uplift 100 lb or less at joints) except 2=361(LC 8), 27=1182(LC 8), 26=1472(LC 8), 22=648(LC 8) Max Grav All reactions 250 lb or less atjoint(s) except 2=480(LC 19), 27=2269(LC 13), 26=2882(LC 14), 22=956(LC 14) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=560/309, 3-5=-358/948, 5-7=616/1259, 7-8=-616/1259, 8-10=-616/1259, 10-12=616/1259, 12-13=616/1259, 13-15=616/1259, 15-16=616/1259, 16-18=616/1259, 18-20=2145/1219, 20-21=2145/1219, 21-22=2236/1203, 6-9=163/310, 9-11=154/376, 11-14=226/417, 14-17=-148/282 BOT CHORD 2-29=191/597, 28-29=-140/465, 27-28=140/465, 26-27=834/497, 25-26=373/630, 24-25=373/630, 22-24=-102712068 WEBS 3-29=-455/1140, 3-27=1766/891, 5-27=766/630, 5-26=501/320, 13-26=918/612, 18-26=-2399/1452, 18-24=-825/1760, 21-24=36/367, 4-5=562/478, 19-20=345/311, 14-15=-509/387 Structural wood sheathing directly applied or 3-11-10 oc purlins Except: 1 Row at midpt 8-21 Rigid ceiling directly applied or 6-0-0 oc bracing. 1 Row at midpt 18-26 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 ouide. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x3 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 361 lb uplift at joint 2, 1182 lb uplift at joint 27, 1472 lb uplift at joint 26 and 648 lb uplift at joint 22. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-1 Od nails. ,11PS 1 AID q No 339380.� Mr Z ATE Al 4C/ I1t11111111 FL Cert. 6634 May 14,2012 W Perify design paraineters and READ NOTES ON77IIS AND INCLUDED MIFKREEER13MB PAGE 11171•7473 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 parameters and pioper incorporation of component is responsibility of binding designer- not.truss designer. Bracing shown �• Is for lateral support of individual web members any; Additional temporary bracing to Insure stability during construction is the responsibility of the 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, comult ..ANSI/TPII Quality Criteria, DSB-87 and SCSI Sundinp Component . vdBl 6904 Parke East Blvd. " Safety.Informatton available from Truss Plate Institute, 781 N. Lee Street, Suite 312..Alexandfla, VA 22314. - Tampa, Parke 33a vd 5 If Southern Pine SP or SPp lumber is'specrted, the design values are those effective 06TW2012 by ALSC or proposed by SP18. Job Truss Type Qty Ply 62' Grand Carlton III with porch M71323 GRA 11rus- IP 1 1 oReference o 'oa cnambers i russ irim, ron coerce m. 34982 Run: 7.340 s Feb 24 2012 Print 7.350 s Apr 23 2012 MTek Industries, Inc. Mon May 14 09:54:15 2012 Page 2 ID:_etC1 cxC3ixW7huls?ypJyuFUK-eJgu5XnM WxD5vVE4unDtzHMODABUXJXfp?gFtozGdvs NOTES 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 967 lb down and 461 lb up at 26-0-0, and 967 lb down and 461 lb up at 8-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=44, 21-23=44, 2-29=20, 24-29= 47(F=27), 22-24=20, 3-11=103(F=59), 11-21=103(F=59) Concentrated Loads (lb) Vert: 29=555(F) 24=555(1`) %%t%%I11IIII11114# A. /Q * N 39380, • y AT E 141 �S�10NA1- FL Cert. 6634 May 14,2012 AWAWING-Vert&des {grtpmatnefet.=dRIM. NOTES, ONTWS.ANDINCLUD&DN3(7EKREFERENCEPAGEWf-7473BEFOREUS& Design valid for use only with MiTek connectors. This design Is based only. upon parameters shown, and is for an individual building component. q ApplicabTty, of design parameters and proper incorporation. of component %'responsibility of building designer- not truss designer. Bracing shown* tli is for lateral support of individual web membon ers.ly. Additional temporary bracing to insure stability during construction is the responsiblliy of the ' erector. Additional permanent bracingofthe overall structure is the responsibility of the building designer. For general guidance regarding MiTeW fabrication, quality control, storage, delivery, erection and bracing, consult. ANSIfFPii Quality Cdteda, DSB-89 and BCSI Building Component 6904 Parke East Blvd: Sofety Information available from Truss Plate.lnstitute. 78i N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 ' It Southern Pine SP or SPp lumber is sp=fwd the design values are those effective 06;01f2012 by ALSC or roposedby SP18. Job Truss Truss Type Qty Ply Grand Carlton III with porch Mf1323 GRB HIP 1 1 162' Job 'o loan: Truss Inc., Fort Pierce I-l. 3495Z Run: 7.340 s Feb 24 2012 Print 7.350 s Apr 23 2012 MiTek Industries, Inc. Mon May 14 09:54:16 2012 Page 1 ID:SrRaEyyrg04M78G4raWBLWyuFUJ-7VEGItn_HFLyXfpGRUk6VUvC7ZVYGkYp1 fQpPEzGdvr 1-0 8-M 14-2-6 20-4-0 26-0-0 34-0-0 5-0 1-0 8-0-0 6-2- 6-1-10 5-8-0 8-0-0 -0-0 5x10 4.00 12 3x8 = 4x6 = 5x6 = 5x6 = Scale = 1:58.7 3x8 = 15 14 13 12 11 10 3x4 = 3x6 Sxs WB = 3x4 = 6x8 = US — 6x8 = r 8-0-0 26-0-0 34-M 8-0-0 6-2-0 6-1-10 541-0 8-0-0 LOADING (psf) TCLL 20.0 TCDL 7.0 . BCLL 0.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr NO CSI TC 0.92 BC 0.62 WB 0.71 DEFL in (loc) I/defl L/d Vert(LL) 0.19 2-15 >999 360 Vert(TL) -0.33 2-15 >727 240 Horz(TL) 0.08 12 Na n/a PLATES GRIP MT20 244/190 — o LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-7-8 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 3-13, 4-12 4-12,6-10: 2x4 SP M 30, 6-12: 2x6 SYP No.2 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer Installation guide REACTIONS (lb/size) 2=1121/0-8-0 (min. 0.1-11), 12=344210-8-0 (min. 0-5-8), 8=433/0-8-0 (min. 0-1-8) Max Horz 2=77(LC 7) Max Uplift 2=892(LC 8), 12=2537(LC 8), 8=384(LC 8) Max Grav 2=1446(LC 13), 12=4660(LC 15), 8=522(LC 20) FORCES (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3629/1916, 3-16=1930/1173, 4-16=1930/1173, 4-5=1175/2398, 5-6=1175/2398, 6-17=727/411, 7-17=728/411, 7-8=829/387 BOT CHORD 2-15=1695/3431, 14-15=-1717/3497, 13-14=1717/3497, 12-13=992/1974, 11-12=-2381/1356, 10-11=-2381/1356, 8-10=2701731 WEBS 3-15=-407/1219, 3-13=-1661/791, 4-13=211/942, 4-12=-4730/2565, 6-12=2457/1572, 6-1 0=-1 766/3430, 7-10=356/375 1 NOTES 1) Unbalanced roof live loads have been considered for this design.o .�A. q'111,� Wind: E �/S ��.•9 �i� 2) ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS Lumber DOL=1.60 DOL=1.60 `�% ••'�G ♦ A� V F (directional); plate grip r2 3) Provide adequate drainage to prevent water ponding. fro 39380 0 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide * will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 892 lb uplift at joint 2, 2537 lb uplift at vQ ' Mir Z joint 12 and 384 lb uplift at joint 8. ATE Itchbreaks including heels" Member end fix model was used in the analysis and design of this truss. "Semi -rigid P 9 fixity Y 9 O • 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 967 lb down and 461 lb up at 26-0-0, and 967 lb down and 461 lb up at 8-D-0 on bottom chord. The design/selection of such connection device(s) is the 00 .j T .'� R �!•'•` �� ,,��ss responsibility of others. 9) In the LOAD CASE(S) loads face the truss front back �0 N AV section, applied to the of are noted as (F) or (B). -;,`, ItlllII LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) FL Cert. 6634 Vert: 1-3=44, 3-7=107(F=63), 7-9=44, 2-15=20, 10-15=49(F=29), 8-10=20 May 14,2012 W l -ib design parameters and READ NO7ES ON7WS AND INCLUDED WTEKREPERENCE PAGE MI-7473 BEFORE I=. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component.' Applicabirity of design parameters and proper incorporation of component is respbnsblity bf building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary brocing.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 fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/1P11-Quality Criteria, DSB-89 and BCSI Buflding Component 6904 Parke East Blvd. Safely Informa8on available from Truss Plate Institute. 18I N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33810d115 If Southern Pine SP or SPp lumber I. t cified the design values are those effective 05I01f2012 b ALSC or roposed by SP18.. . Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch M41323 GRB HIP 1 1 o efere e o io all —n. r.Jvu s -- LU IG rnln. /.JJU i Mpr LJ LY IC IYII I CR IW WNCS, IpG --y w ua.uv: ro cu is rage' ID:SrRaEyyrg04M78G4raWBLWyuFUJ-7VEGItn_H FLyXfpGRUk6VUvC7ZVYGkYp1 fQpPEzGdvr LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 15=555(F) 10=555(F) ,`,,,BPS r X q C8 �� .� ATE :O FL Cert. 6634 May 14,2012 WBRMG - Verify design parameters and RF3D R°t> SON THIS BALD INCLUDED MTEKREFERENGE PAGE iVltl-7473 EEPORE USE, Design valid for use only with MTek connectors. This design Is based only upon parameters shown, and is for an individual building component. Applicabifityof design parameters and proper incorporation of component is responsibility of building designer: not truss designer: Biacing'shown l' . is for lateral support. of individual web members only. Additional temporary bracing to Insure stability during construction isJhe responsibility of the " erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.'For general guidance regarding ' MOW fabrication, quality: control, storage, delivery, erection and bracing, consult ANSI/TP11 Quality Criteria, DSB-89 and BCSI BuOding Component. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd. - Tampa, FL 33610-4115, If Southern Pine (SP or SPp) lumber is specified, the design values are those -effective 06i01112012 by ALSC or proposed b SPIB. Job Truss Truss Type Ply 62'Grand Carlton III with parch M11323 J2 MONO TRUSS�8Qty 1 b efe a ce o do a rsun eo [v [u r[ rnm. r s nyr [ i e¢ mausmas, ma m may w un.re ro cu i[ raga r ID:x1?zSIzTbJCDIIrGPH1 QukyuFUI-7VEGItn_HFLyXfpGRUk6VUv00Zd5Gvfpl fQpPEzGdvr -1-M 2-0-0 1-0-0 2-0-0 Rafar In BIIiTa4 "TACJJAIII n IleMil f — - w..----4r..•• (— Scale = 1:7.7 3x4 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' •BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2010rrP12007 CSI TC 0.13 BC 0.07 WB 0.00 (Matrix) DEFL in (loc) Vdefl Ud Vert(LL) -0.00 2 >999 360 Vert(TL) -0.00 2-4 >999 240 Horz(TL) -0.00 3 n/a n/a PLATES GRIP MT20 2441190 Weight: 8 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP 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=122/0-8-0 (min. 0-1-8), 4=19/Mechanical, 3=29/Mechanical Max Horz 2=66(LC 8) Max Uplift 2=-143(LC 8), 3=29(1_C 5) Max Grav 2=145(LC 2), 4=38(LC 3), 3=48(LC 13) FORCES (Ib) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 143 lb uplift at joint 2 and 29 lb uplift at joint 3. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. • • • • • • A<e !j ,��,0\`t'P• LOADCASE(S) Standard 4%�•"��•N1(,Ei1/5-Q�' Sdo 3938Q--- Mrr = rATE . �0 a � a �nln/ FL Cent. 6634 May 14,2012 . ®; wARIVIM - verify aesigrt pars aerers and READ AroTES oAT7HfS Arras INCLUDFD AffTFacrtF reF, PAGE M17473 BUORE VS& r Design valid for use on with MiTek connectors. This design is based on upon parameters s 's for an individual building component: g N 9 y p p me ers shown, and r g p 'Applicability of design parameters and proper incorporation of component is responsbility of building designer- not truss designer. Bracing shown` . is for lateral support of individual web membersonly. Additional temporary bracing to insure stability during construction is the responsibility of the erector. *Additional permanent bracing of the overall structure is the responsibliity of the building designer. For general guidance regarding _ _ MiTek` _ fabrication; quality control, storage; delivery, erection and bracing, comult ANSI/TPIL Quality Criteria. DSB-89 and BCSI building Component .. 1 6604 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. if SoulhBm Pine SRor SPp lumber is specified, the design values are those effective 001/2012 by ALSC or proposed by SPIB. Tampa ;FL 33610-4115 Job Truss Truss Type Qty Ply Carlton III with porch MJ 1323 J4 MONO TRUSS 8 1 162'Grand o ee ce o 'o a ,��•, ,.,...,•n�� rnu<. cult rrim.rauusnprwcurc mirnninuusuros, ni�.n may v - reyoi ID:F DYLfd_5MdK4MSQTz7ZfRxyuFUH-7VEGItn_HFLyXfpGRUk6VUvM9ZanGvfplfQpPEzGdvr 1-M 4-0-0 3x4 = " LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud TCLL 20.0 Plates Increase 1.25 TC 0.28 Vert(LL) -0.01 2-4 >999 360 TCDL 7.0 Lumber Increase 1.25 BC 0.28 Vert(TL) -0.03 2-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix) LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS (lb/size) 3=69/Mechanical, 2=185/0-8-0 (min. 0-1-8), 4=36/Mechanical Max Horz 2=103(LC 8) Max Uplift 3=82(LC 8), 2=188(LC 8) Max Grav 3=95(LC 13), 2=219(LC 2), 4=73(LC 3) FORCES (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:11.0 PLATES GRIP MT20_ 244/190 Weight: 14 lb FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Mi fek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 82 lb uplift at joint 3 and 188 lb uplift at joint 2. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard % 4, • �� ` may— J• :,. * Q 39380 .- :fir I ATE P •�. 0 N FL Cert. 6634 May 14,2012 WARMNG • Verify design pararrefers and READ R507ES ON7WS,dND INCLUDED MTEKREFERENCE PAGE MI.7473 BEFORE USE Design valid for use only with MTek connectors. This desighk based only upon parameters shown, and isfor an individual building component. Applicability of design parameters 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 responsibllity of the iVliTek• erector. Additional permanent bracing of the.overall structure is the responsibility of the building designer. For general guidance regarding ' . fabrication, quality control: storage, derwery, erection and bracing. consult ANSI/TPII QuaBly Criteria, DSB-89 and BCSI Building Component 8904 Parke East Blvd. Safety Intorma8on available from Truss Plate Institute, 781 tJ. lee Sheet, Suite 312, Alexandria, VA 22314. Tampa, FL 33610.4115 , if Southern Plne SP.orSPp lumberis s ecified;thedesig0.values are those effective Ofil0112012 b AlSC or proposed is SP18. Job Truss Truss Type Qty Ply 62' Grand Cannon III with porch M11323 J6 MONO TRUSS 8 1 Job Reference footionall _ Chambers Truss Inc., Fort Pierce Ft. 34982 Run: 7.340 s Feb 24 2012 Print 7.350 s Apr 23 2012 MiTek Industries, Inc. Mon May 14 09:54:17 2012 Pagel ID:tP6jtzLi7xSx_c fXi4uz9yuFUG-bhoeWDod2ZTp9pOT?CFL2iSOszpy?MvyGJ9MygzGdvq 6-0-0 1-0-0 6-0-0 3x4 = LOADING (psf) SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.25 TC 0.86 TCDL 7.0 Lumber Increase 1.25 BC 0.74 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2010rrP12007 (Matrix) LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS (lb/size) 3=117/Mechanical, 2=246/0-8-0 (min. 0-1-8), 4=56/Mechanical Max Horz 2=141(LC 8) Max Uplift 3=144(1_C 8), 2=218(LC 8) Max Grav 3=149(LC 13), 2=289(LC 2), 4=113(LC 3) FORCES (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:14.2 DEFL in (]cc) Vdefl ' Ud PLATES GRIP Vert(LL) -0.07 2-4 >964 360 MT20 244/190 Ved(TL) -0.18 24 >385 240 Horz(TL) -0.00 3 n/a n/a Weight: 20 lb FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied or 2-4-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 144 lb uplift at joint 3 and 218 lb uplift at joint 2. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard A. �•Z•• '�G E NS •q�1.♦♦. Ors 3938 . �7 Mir l AT E ,,�iO�� • �� p A to O � , \_�� ♦�'�SS�o N Al-�:,` �� FL Cert. 6634 May.14,2012 ® WARNING - Verify dessigrt parameters and READ NOTBS ON MS AND INCLUDED 1iff=REFEREhCE PAGE 71IT7473 BEFORE USE. Design valid for use only with MTek connectors. This design is based only upon parameters shown: and Is for an individual building component. - _ �• . ApplicabiBty of designparameters and proper Incorporation of component is responsibility of bunding' 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 responsibility of the _ erector. Additional permanent bracing of the overall structure is the responsibility of the'building designer. For general guidance regarding MiTek• fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TP11 Quality Crilerla; DSB-89 and BCSI Building Componenf • 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 781 N. Lee Street. Suite 312. Alexandria„ VA 22374. - Tampa, FL 33810.4115 It Southern P(ne: SP or S umber is specified the desi n values are those effeetfve 00101/2012 b ALSC or proposed 6y BPI& Job Truss Truss Type Qty Cadton III with porch W111323 JB MONO TRUSS �P517Y&2'Grand ab Reference (optio Chambers Truss Inc., Fort Pierce FI. 34982 Run: 7.340 is Feb 24 2012 Print: 7.350 s Apr 23 2012 MTek Industries, Inc. Mon May 14 09:54:17 2012 Page 1 ID:tP6jtzJ7xSx_c fXi4uz9yuFUG-bhoeWDod2ZTp9pOT?CFI2iSUGzwn?MvyGJ9MygzGdvq 1-0-0 8-0-0 1-0-0 "_0 Scale = 1:17.3 3x4 = ^ LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2010/TPI2007 CSI TC 0.51 BC 0.30 WB 0.00 (Matrix) DEFL in Vert(LL) -0.15 Vert(TL) -0.37 Horz(TL) -0.00 (loc) I/defi Lid 2-4 >613 360 2-4 >245 240 3 n/a n/a PLATES GRIP MT20 244/190 Weight: 26 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. iTek recommends that Stabilizers and required cross bracing installed during truss erection, in accordance with Stabilizer F stallation uide. REACTIONS (lb/size) 3=163/Mechanical, 2=308/0-8-0 (min. 0.1-8), 4=76/Mechanical Max Horz 2=179(LC 8) Max Uplift 3=203(LC 8), 2=250(LC 8) Max Grav 3=203(LC 13), 2=360(LC 2), 4=153(LC 3) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 203lb uplift at joint 3 and 250 lb uplift at ,`�>ttt joint 2. N% 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. %%%%O `P, ,. •• • •. A�e LOAD CASE(S) Standard `,�,`�`= 'N, E jiJ S'� �97 !_ 0 8 -� mj2: O •~ w ATEoo c • 11111t FL Cert. 6634 May 14,2012 WARPING Verify design parounders and READ MOTES ON771IS AND INCLUDED M EKREFERENCE PAGE ifl1-7473 BEFORE Erm 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 parameters 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 responsibilrity of the ' R p�Tek� erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding ! V� fabrication, quality.control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DS3-89 and-.BCSI Building Component 6904 Parke East Blvd. . Sdtety Intormaflon .available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.' Tampa, FL 33610-4115 If Southern Pine SP or SPp lumber is specified the.desi n values are those effective 00112012 by ALSC or proposed b1l S1516..� Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch Kl 1323 K18 MONO TRUSS 1 Job Reference (optional) ioers I Fuss Inc., Fort Pierce Ft. 34982 Run: 7.340 s Feb 24 2012 Print 7.350 s Apr 23 2012 Walk Industries, Inc. Mon May 14 09:54:17 2012 Pagel ID:Lcg54J?LuEancmZr4Qb7WMyuFUF-bhoeWDod2ZTpgpOT?CFL2iSXhzwb?F3yGJ9MygzGdvq 1 7-313 11-M 15.0 7-3.4 3-11-12 Scale = 1:20.3 <xo II 3x4 = 5 3x4 = ' LOADING (psf) SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.25 TC 0.29 TCDL 7.0 Lumber Increase 1.25 BC 0.31 BCLL 0.0 Rep Stress Incr NO WB 0.50 BCDL 10.0 Code FBC20101TP12007 (Matrix) LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS (lb/size) 4=164/Mechanical, 2=411/0-11-5 (min. 0-1-8), 6=498/Mechanical Max Horz 2=244(LC 8) Max Uplift 4=-204(LC 8), 2=-325(LC 8), 6=-277(LC 8) Max Grav 4=243(LC 13), 2=480(LC 2). 6=587(LC 13) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown TOP CHORD 2-3=1116/488 BOT CHORD 2-7=656/1111, 6-7=656/1111 DEFL in (loc) Ydefl = L/d PLATES GRIP Vert(LL) -0.06 2-7 >999 360 MT20 244/190 Vert(TL) -0.15 2-7 >845 240 Horz(TL) 0.02 6 Na n/a Weight: 44 lb FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-0-11 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. WEBS 3-7=0/336, 3.6=1220/720 NOTES 1) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 4) Thistrussl ive loads. truss has been designed for a lie load of 20. psf on the bottom chord n all areas where arectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. �� -n P 5 Refer to girder(s) s for truss to truss connections. 9' O % \V ,i,, Z�.•'\G E IV 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 204 lb uplift at joint 4, 325 lb uplift at joint 2 and 277 lb uplift at joint 6. : A, V v .- — 3 O 39380 "Semi -rigid dchbreaks including heels" Member end fix' model was used in the analysis and design of this truss. 8) 9 P 9 dY Y 9 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). •: � --��. .. *,• i LOAD CASE(S) Standard) ' �f •� 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 ATE : Uniform Loads (plf)00 Vert: 1-8=44 Trapezoidal Loads (plf) .0. T• _ �� j,� •�• R Vert: 8=0(F=22, B=22)-to-4=124(F=40, B=-40), 2=2(F=9, 6=9)-to-5=56(F=18, B=18) ..w• `Gib •,ass N A ` 1O` FL Cert. 6634 May 14,2012. WARMNG • Verify des{ paran.f. and READ NOTES OAT7WS AND INCLUDED MTEKREFERENCE PAGE 1617473 BEFORE USE Design valid for use only with Mirek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. - Applicability of design porameters'ond 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 Is. to Insure stability during construction is the responsiblrity of the IYI� lQi k•. erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding � V� fabrication, quality control. storage, delivery, erection and bracing, consult ANSVTP11 Quality CrReda, DSB•89 and SCSI Building Component 6904 Parke East Blvd. - Safely Intonation available from Truss Plate Institute. 781 NiLee Sheet, Suite 312, Alexandria. VA 22314. - .Tampa, FL 33810=4115 ' It Southern. Pine SP or SPp Iumberis s ecified, ttte design values are those effective 06f01/20t2 by ALSO or proposed by SP18. Symbols PLATE LOCATION AND ORIENTATION 3/" Center plate on joint unless x, y a offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss K\ and fully embed teeth. T -/j6 For 4 x 2 orientation, locate plates 0-'Al' from outside Numbering , 6'4$ 1 TOP C C1-2 a- 0 -3 B01TOM System dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 ORDS C2-3 WEBS NC U a- c6 CS-6 0 A General Safety i otes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. CHORDS edge of truss. 8 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERA Y NUMBERED/LETTERED CLOCKWISE joint and embed fully. Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. Connector . lates p THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. Plate location details available In MITek 20/20 software or upon request. NUMBERS/LETTERS. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. PLATE SIZE PRODUCT CODE A PROVALS 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green. lumber, ICC-ES Reports: The first dimension is the plate 10. Camber is a non-structural consideration and is the 4 4 width measured perpendicular ESR-1311, ESR-1352 ESR 1988 responsibility of truss fabricator. General practice is to x to slots. Second dimension is ER-3907, ESR-2362, SR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size, and Southern Pine luml er designations are as follows: in all respects, equal to or better than that, Indicated b symbol shown and/or y y SYP represents cu ent/old values as published specified. ell by text in the bracing section of the by AWC in th SPp represents SPI 2005/2012 NDS I proposed values as provided 13. Top chords must be sheathed or purlins provided at output. Use T or I bracing in SPIB submitt il to ALSC dated Sept 15, 2011 spacing indicated on design. If indicated. SP represents ALS with effective date approved/new values of June 1, 2012 14. Bottom chords require lateral bracing at 10 ff. spacing, BEARING (2x4 No 2 and I wer grades and smaller sizes), or less, if no ceiling is installed, unless otherwise noted. and all MSR/M L grades 15. Connections not shown are the responsibility of others. Indicates location where bearings (supports) occur. Icons vary but © 2012 MiTek® All Rights Reserved 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 project engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood TfUSS Construction. and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. BCSI: Building Component Safety Information, i 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate ' Connected Wood Trusses. I MiTek Engineering Ref rence Sheet: Mll-7473 rev. 01/18/2012 TYPE OF SURVEY-1 BOUNDARY PLOT PL COMPLETED ON: DESCRIPTION: o BEING ALL 33 GRANDE VISTA WAY, OF THE UNRECORDED PLAT OF SPANISH LAKES PHASE 1, OF ST. LUCIE COUNTY, I FLORIDA. ABBREVIATIONS: III o FFE = FINISHED FLOOR ELEVATION R/W = RIGHT-OF-WAY R = RADIUS OF CURVE L = LENGTH OF CURVE SF = SQUARE FOOT A = DELTA OF CURVE ' M St. Lucia C= 0- 01 Date irmfitr SITE BENCHMARK J ELEVATION= 16.72 N ASSUMED U C TIE IN FINAL I TUPOGKAPHIL; 5-19-13 SURVEYORS NOTES: 1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE SHOWN HEREON. 2. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE M LOCATED UNLESS OTHERWISE SHOWN. II 3. THIS SITE LIES WITHIN FLOOD ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111CO280 J, EFFECTIVE DATE FEBRUARY 16, 2012. „ 4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD V ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. cn 5. BEARINGS SHOWN HEREON ARE REFERANCED TO THE CENTERLINE OF GRANDE VISTA WAY HAVING AN ASSUMED C9 BEARING OF EAST, ACCORDING TO THE UNRECORDED PLAT OF SPANISH LAKES PHASE 1, OF ST. LUCIE COUNY, FLORIDA 6. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LISCENSED SURVEYOR AND MAPPER. 7. THIS IS A SPECIFIC PURPOSE SURVEY FOR THE PURPOSE OF LOCATION AND ELEVATION OF FORMBOARDS. PERMIT #: /3o l -o 2 6 3 EXISTING o'a AVERAGE TOP OF FORMS 1. ELEVATION=20.45 wi 3.73' ABOVE EDGE 1.s0- OF PAVEMENT EXISTING R I !9 ED MAY 2 0 2013 PERMITTING St. Lucle County, FL 33 GRANDE VISTA WAY LAST FIELD DATE: 5-17-13 SCALE: 1 "=30' ALEXANDER J. PIAZZA PSM, INC. YNCERTIFIED T0: WYNNE BUILDING CORPORATION�1 DATE: 13-1593 Surveying • Mapping • Consulting - 619 SW Bilt ore Street DRAWN: AJP Port St. Lucie, Florida 34983 , , I hereby certify that the survey shoah hereon is true and ,JOB NO.: ® Phone: (772 340-7770 correct and is based oh actual measeurements taken in Jhe FOX' (772 340-2250 field. This survey meets the Minif Technical Standards 1 3-1 593 U #7280 of Chapter 61G17 Florida gininistrative: ode. h DATE: REV ISIONS• ALEXAND J. PIAZZA'.110 Professional Surveyor & Mapper Florida Certificate No.: 6330 K:\BUILDERS\DWG2013\DWG\13-1593.dwg, 5/19A2013 4:09:37 PM