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HomeMy WebLinkAboutSUBMITTED PAPERSOFFICE SECTION TOWNSHIP RANGE MAP NO. ZONING LAND USE LOT CVG % TAZ NO. FLOOD ZONE X FIRM MAP # �� 1 n FLR ELV MAX HGT CONST TYPE OCCUP TYPE MAX OCCUP # OF FLRS WATER SEWER STORMWATER LOT OF REC LOT OF REC (aftetSSPRINKLEERS =APP�� (before 1/90) 1/90) ADMINST LIBRARY PARKS PERMIT VARIANCE IMPACT FEE IMPA EE FEE REPORT PUBLIC BLD RT BLE 5AREA RADON FEE CODE b \ IMPACT FEE (RADO SCHOOL GROS REDIT Y N TOTAL ROAD IMPACT FEE EE IMPACT FEE SCHOOL CREDIT Y N ;::_sx;;: ::_ :__.', TOTAL IMPACT FEE SCHOOL - - CT IM FEE PA POLICE FEE FIRE FEE MISC FEE TOTAL POLICE/FIRE MISC FEES ADDITIONAL Y N SPECIFY TOTAL PERMITS of ALL REQUIRED FEES is REVIEWS ZONING ZONING PLANS MISC. VEGETATION SEA TURTLE y1ANGROVE REVIEWED BY EXAMING DATE COMPLETE C Y 0 ♦ •`l ,f y INITIALS FF> CE SSE. QNT- �� DATE FILED � s PERMIT NUMBER: z PLAN REVIEW FEE: RECEIPT NO.: CONCURRENCY FEE: RECEIPT NO.: CERT. CAP. NO.: i J ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED C JC,\E CpG St. Lucie County Building and Zoning 2300 Virginia Avenue CCANNE® • Ft. OR10 Pierce, FL 34982-5652 SY D 772-462-1553 `Sf• L-uc' Cgun tY APPLICATION for BUILDING PERMIT CERTIFICATE of CAPACITY/ZONING COMPLIANCE PROJECT INFORMATION 1. LOCATION/SITE ADDRESS: 2. S/D NAME: SITE PLAN NAME: 3. PROPERTY TAX ID #: 4. LEGAL DESCRIPTION (attach extra sheets if necessary): a on 26Tnwn �1 i n a n d Range 40-F 5. PLAT 6. PAGE T BLOCK 8. LOT BOOK NO. NO. NO. 9. PARCEL SIZE: ACRES/SQ FT. LOT DIMENSIONS 10. DESnCRIIPTTION OF CONSTRUCTION PROJECTOR WORK ACTIVITY: Slagle familrie-sldence Na 11. SETBACKS (ACTUAL) FRONT: BACK: t RIGHT: LEFT: �� SIDE SIDE 12. TYPE OF CO NSTRUCTION TRUCTION Check all appro priate rr ate boxe s) k] NEW CONSTRUCTION [ ] EXPANSION/ADDITION [ ] INTERIOR RENOVATION ] RESIDENTIAL [ ] COMMERCIAL ['.:-] INDUSTRIAL [ ] OTHER (SPECIFY) 13. DESCRIPTION OF PROPOSED USE: Same 14. Sq. Ft./CONSTRUCTION: 415. Sq. Ft. 1st Floor: 16. VALUE OF CONSTRUCTION: $ 51 0 0 0 00 The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of c6nstruction activities. If the value is $2500 or more, a RECORDED Notice of Commencement must be submitted with this application. t SLCCDV Form No.: 001-02 L OWNER INFORMATION NAME: _ - ADDRESS: nc1 4110tc2 4n? CITY: p_ r rt St Lucie STATE: ZIP 34952 PHONE (DAYTIME): (732)g 7 R F 51 1 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 PHONE (DAYTM E): CONTRACTOR INFORMATION STATE: ZIP ST. of FL REG./CERT #: C'GC 0 3 5 9 9 ST. LUCIE COUNTY CERT #: O ,q R BUSINESS NAME: W)znne Development Corporation QUALIFIERS NAME: ADDRESS: 8000 S. LTS1 , Suite 402 CITY: Pnrt qt T i _i e STATE: FT, ZIP 34952 PHONE (DAYTIME): (_7_� 8 7 R- 5 51 3 FAX NO. � 7 2) 8 7 8- 7 ti 5 6 email: ARCHIT/ENGINEER: CITY: -2t- ia a rt' STATE: FLU- ZIP =39 9 6 PHONE (DAYTI14E): (_) BONDING COMPANY: ADDRESS: CITY: MORTGAGE LENDER: ADDRESS: CITY: STATE: STATE: ZIP ZIP IMPORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after notification it will be voided and returned to you by mail. CERTIFICATION: This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, ETC., not otherwise included with this building permit application. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non- residential use. NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: AS THE APPLICANT FOR THIS BUILDING PERMIT, IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO ATTACHMENT; AS A CONDITION OF THIS PERMIT YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE ATTACHED CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and with all applicable laws regulating construction and it O,WiNE�,C«ON�'IR�'A ��_ki ; CO ; ■R,?C STATE OF FLORIDA COUNTY OF q t T.,, C i e The foregoing instrument was acknowledged before me this P. day of /Y7 fi-4 20-1 by MatthaW I,T1@ W�nff4O isXersonally_ known_to me or who has produced as identification. will be done in compliance STATE OF FLORIDA COUNTY OF S- l e The foregoing instrument was acknowledged before me this lcOday of M, 201Aby Matthew T.V1 a WTT}e who is personally known to me or who has produced as identification. Signature of Noto Signature.of NC4y _Do/L._nAv Awi h"Do-2oTR`P 1�N YG�'1Fnl�- Type or Print Nam Type or Print DOROTH:National N HAFNER ,�"'Y P" DOROTHY ANN HAFNER J`4PRY FUB 4PR (/B ?�°.�„`� Notary Publiate of Florida Commission �_*' ","' Notary P,�b�i�' State of Florida Commission No. = * * •�(y mm. Es Oct 2, 2012 _ �ires Oct 2, 2012 Commission # DD 827096 ��M a CommissioDD 827096 =,;,F �;` %°� + ��'� Bonded Through Notary Assn. °F F`O '"� �����'`�� Bonded Through National Notary Assn. NOTE: TWO (2) S A UR UTRED. ACH SIGNATURE MUST B N i TI1YING -F-ff, THIS BUILING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIG, THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THE APPLICATION. For specific instructions see appropriate permit checklist. A7 -T-e P-- %0" 014 Lent'. 4 .s c r4 (c I flVa�. 'E)NZ HV:ju S2010 Him CA. V C9� m co y_2s-/Z r. FORM 405-10 .FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: 62' WYNNE GRAND CARLTON Builder Name: COMFORT CONTROL OF SLC, INC. Street: �� ���� 04� 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 ft2 b. N/A R= ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 2 d. N/A R= ft2 10. Ceiling Types (1446.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1446.00 ft2 6. Conditioned floor area above grade (ftZ) 1446 b. N/A R= ft2 . N/A R _ Z Conditioned floor area below grade (ft2) 0 11. R ft2 7. Windows(114.0 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Attic 6 90 a. U-Factor: Dbl, U=1.30 114.00 ft2 SHGC: SHGC=0.50 b. U-Factor: N/A ft2 12. Cooling systems kBtu/hr Efficiency a. Central Unit 28.2 SEER:15.00 SHGC: c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 28.2 HSPF:8.60 SHGC: Area Weighted Average Overhang Depth: 3.833 ft. Area Weighted Average SHGC: 0.500 14. Hot water systems a. Electric Cap: 40 gallons 8. Floor Types (1446.0 sqft.) Insulation Area EF: 0.900 a. Slab -On -Grade Edge Insulation R=0.0 1446.00 ft2 b. Conservation features b. N/A R= ft2 None c. N/A R= ft2 15. Credits CF, Pstat Total Proposed Modified Loads: 26.16 Glass/Floor Area: 0.079 C C PASS Total Standard Reference Loads: 32.81 /'1�7�7 I hereby certify that the plans and specifications covered by Review of the plans and ��'C1E ST.q?� this calculation are in compliance with the Florida Energy specifications covered by this �y _ Off, Code. calculation indicates compliance with the Florida Energy Code. rnu . ''� ;; '�;•, °�„ �O PREPA ED Y' Before construction is completed DATE: this building will be inspected for compliance with Section 553.908 A * Q I hereby certify that this building, as de Jg ed, is in m liance Florida Statutes. with the Florida Energy Code. COD yv^E't OWNER/ffAAQEIyT: BUILDING OFFICIAL: DATE. \ \% DATE: - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with 403.2.2.1.1. - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 5/15/2012 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 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 1 RoomslnBlockl 1446 11568 Yes 2 2 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio RoomslnBlockl 150.7 ft 0 1446 ft2 _--_ 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 ft2 0 ft2 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) RoomslnBlockl 30 1446 ft2 0.1 Wood 5/15/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below _Ocnt_ Co��/aILT-ype Space R_yai�ie Ft in Ft in araa R-VaLw-Fraction-Absor ° 1 N Exterior Concrete Block - Int InsbloomslnBloc 4.3 32 2 9 10 316.3055 0 0 0.8 0 2 E Exterior 'Concrete Block - Int InSBlooms1nBIoc 4.3 49 11 9 10 490.8472 0 0 0.8 0 3 S Exterior Concrete Block - Int InslioomslnBloc 4.3 15 6 8 0 124 ft' 0 0 0.8 0 4 SW Exterior Concrete Block - Int InS51OomSInBIoc 4.3 4 3 8 0 34 ft' 0 0 0.8 0 5 W Exterior Concrete Block - Int InsRoomsInBIoc 4.3 35 2 8 0 281.3333 0 0 0.8 0 6 W Exterior Concrete Block - Int InsRoomsInBIoc 4.3 8 0 8 0 64 ftZ 0 0 0.8 0 7 S Exterior Concrete Block - Int InsOloomSInBloc 4.3 25 6 8 0 204 ftZ 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 ft' WINDOWS Orientation shown is the entered, Proposed orientation. / Wall Overhang v # Ornt ID Frame Panes NFRC U-Factor SHGC Storms Area Depth Separation Int Shade Screening 1 N=>W 1 Metal Double (Tinted) Yes 1.3 0.5 N 27 ft' 10 ft 0 in 0 ft 6 in HERS 2006 None 2 N=>W 1 Metal Double (Tinted) Yes 1.3 0.5 N 15 ft' 1 ft 0 in 0 ft 6 in HERS 2006 None 3 N=>W 1 Metal Double (Tinted) Yes 1.3 0.5 N 15 ft' 1 ft 0 in 0 ft 6 in HERS 2006 None 4 E=>N 2 Metal Double (Tinted) Yes 1.3 0.5 N 20 ft' 1 ft 0 in 0 ft 6 in HERS 2006 None 5 E=>N 2 Metal Double (Tinted) Yes 1.3 0.5 N 15 ft' 1 ft 0 in 0 ft 6 in HERS 2006 None 6 S=>E 3 Metal Double (Tinted) Yes 1.3 0.5 N 16 ft' 6 ft 0 in 0 ft 6 in HERS 2006 None 7 W=>S 5 Metal Double (Tinted) Yes 1.3 0.5 N 6 ft' 1 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 ft' 382.8 ft' 64 ft 8 ft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 BySpaces Proposed SLA 0.000360 1365.4 74.960 140.97 0.2628 7.0821 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF: 8.6 28.2 kBtu/hr 1 sys#1 5/15/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software 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 10.8 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 # # 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: Cooling [Xj Jan [X]] Feb [[X] Mar Apr XMay [X] Jun [[X]] Jul [[Xj Aug [[Xj Sep [[X] Oct [[X]] Nov X Dec Heating lX] Jan [X] Feb [X] Mar IXj X] Apr XMay [X] Jun [X] Jul IXi [X] Aug [X] Sep [X] Oct [X] Nov X Dec Venting X Jan X Feb [X Mar X Apr May [X] Jun [[X]] Jul [X] Aug [[X] Sep [[X] Oct [[X]] Nov X Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM PM 78 80 78 78 80 78 78 78 78 78 78 78 78 78 78 78 80 78 80 78 80 78 80 78 Cooling (WEH) AM PM 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 5/15/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: PERMIT #: , FL, - MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC -rated as meeting ASTM E 283. Windows and doors = 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors & outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat & 403.1 At least one thermostat shall be provided for each separate heating and controls cooling system. Where forced -air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric) or shutoff (gas). Circulating system pipes insulated to = R-2 + accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower (HP) of = 1 & Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor -retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site -recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters minimum COP= 4.0. Cooling/heating 403.6 Sizing calculation performed & attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat >10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 5/15/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software 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 ft2 b. N/A R= ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 2 d. N/A R= ft2 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1446.00 ft2 6. Conditioned floor area (ft2) 1446 b. N/A R= ft2 c. NIA R= ft2 7. Windows— Description Area 11. Ducts R ft2 a. U-Factor: Dbl, U=1.30 114.00 ft2 a. Sup: Attic, Ret: Attic, AH: Attic 6 90 SHGC: SHGC=0.50 b. U-Factor: N/A ft2 SHGC: 12. Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a. Central Unit 28.2 SEER:15.00 SHGC: d. U-Factor: N/A ft2 13. Heating systems kBtu/hr Efficiency SHGC: a. Electric Heat Pump 28.2 HSPF:8.60 Area Weighted Average Overhang Depth: 3.833 ft. Area Weighted Average SHGC: 0.500 8. Floor Types Insulation Area 14. Hot water systems Cap: 40 gallons a. Slab -On -Grade Edge Insulation R=0.0 1446.00 ft2 a. Electric EF: 0.9 b. N/A R= ft2 b. Conservation features c. N/A R= ft2 None 15. Credits CF, Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. OtherwiL57a new EPL Display Card will be completed based on installed Code co li t tur . Builder Signature: Date:`, Address of New Home: %��� � City/FL Zip:�C_A 11;�_� 3K�.SZ. O 11 *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 Job: ' -Twrwitsoft® Project Summary 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 Prooect Information For: 62' GRAND CARLTON WYNNE BUILDING CORP. FORT PIERCE, FL 34983 Notes: Design Information Weather: Fort Pierce, FL, US Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TD 28 OF Heating Summary Structure 17399 Btuh Ducts 3009 Btuh Central vent (25 cfm) 773 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 21181 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ftz 1446 1446 Volume ( ) 12558 12558 Air changes/hour 0.45 0.23 Equiv. AVF (cfm) 94 48 Heating Equipment Summary Make Carrier Trade COMFORT 15 PURON SINGLE STAGE ... Model 25HBC530A AHRI ref no3676266 Efficiency Heating Input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8.7 HSPF 28400 Btuh @ 47'F 27 OF. 947 cfm 0.046 cfm/Btuh 0 in H2O Summer Design Conditions Outside db 90 OF Inside db 75 OF Design TD 15 OF Daily range Relative humidity L 50 % Moisture difference 61 gr/lb Sensible Cooling Equipment Load Sizing Structure 16133 Btuh Ducts 3659 Btuh Central vent (25 cfm) 414 Btuh Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Equipment sensible load 19195 Btuh Latent Cooling Equipment Load Sizing Structure 2411 Btuh Ducts 1086 Btuh Central vent (25 cfm) 1049 Btuh Equipment latent load 4547 Btuh Equipment total load 23742 Btuh Req. total capacity at 0.70 SHR 2.3 ton Cooling Equipment Summary Make Carrier Trade COMFORT 15 PURON SINGLE STAGE Cond 25HBC530A Coil FX4DN(B,F)031 AHRI ref no3676266 Efficiency 12.5 EER, 15.3 SEER Sensible cooling 19880 Btuh Latent cooling 8520 Btuh Total cooling 28400 Btuh Actual air flow 947 cfm Air flow factor 0.048 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.82 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2012-May-15 09:13:19 wrightsoft' 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: -- 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 Project• • For: 62' GRAND CARLTON II, WYNNE BUILDING CORP. FORT PIERCE, FL 34983 Design Information Htg Clg Infiltration Outside db (OF) 42 90 Method Simplified Inside db (OF) 70 75 Construction quality Average Design TD (OF) 28 15 Fireplaces 0 Daily range - L Inside humidity (%) 30 50 Moisture difference (gr/lb) 1 61 HEATING EQUIPMENT Make Carrier Trade COMFORT 15 PURON SINGLE STAGE.. Model 25HBC530A AHRI ref no3676266 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8.7 HSPF 28400 Btuh @ 47°F 27 OF 947 cfm 0.046 cfm/Btuh 0 in H2O COOLING EQUIPMENT Make Carrier Trade COMFORT 15 PURON SINGLE STAGE Cond 25HBC530A Coil FX4DN(B,F)031 AHRI ref no3676266 Efficiency 12.5 EER, 15.3 SEER Sensible.cooling 19880 Btuh Latent cooling 8520 Btuh Total cooling 28400 Btuh Actual air flow 947 cfm Air flow factor 0.048 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.82 ROOM NAME Area (ft2) 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 RAAn M I A%i C- n44 12= A7 1A IVIM0 I CIS LMV JO .711 lot Ta Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoftro 2012-May-15 09:age 1 9 Right-SuiteGil Universal 2012 12.0.04 RSU05864 page 1 /iCCA EAWrightsoft HVAC\Wynne Corp162' WYNNE GRAND CARLTON 11 .rrp Calc = 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 947 TOTALS 1445 21181 23742 947 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoft" 2012-May-15 09:13:19 �At— 9 Right -Suite® Universal 2012'12.0.04 RSU05864 Page 2 )m E:1Wrightsoft HVAC\Wynne Corp%62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N wriyhtsoft° Right-J® Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-678-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name Entire House FOYER 2 3 4 Exposed wall Room height Room dimensions 150.7 ft 8.7 ft p 6.0 ft 8.0 ft heat/cool 6.0 x 10.0 ft 5 Room area 1444.5 ft' 60.0 ft' Ty Construction U-value Or HTM Area (ftl Load Area (ft� Load number (Btuh/f:2 °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 11 12C-Osw 1A-rlomd 2A-2ob 2A-2om 12C-Osw 2A-2om 12C-0sw 2A-20m '11J0 12C-Osw 12C-Osw 2A-2om 13A-5ocs 0.091 1.270 0.630 0.840 0.091 0.B40 0.091 0.840 0.600 0.091 0.091 0.840 0.125 n n n - n a a s s s sw w w w 2.55 35.66 17.64 23.52 2.55 23.52 2.55 23.52 16.80 2.55 2.55 23.52 3.50 2.18 126.39 122:24 25.39 2.18 68.19 2.18 ! 25.39 17.40 2.18 2.18 ; 66.18 2.22 315 39 15 15: 490 40 124 20 21 34 282 6 64 246 .0 0 0 450 3 83 ., - 20 . 21 34, 276 1' 64 627 - 1387 265 353 1146 931 211 470 353 86 702 141 224 537 - 1029 334 381 983 2699 181•. 508 365. 74 662 397 142 0 0 0. 0 0 0 46' 0 21 0 0 . 0 0 0 0 0 0 0 0 `27 0 21 0 6 0 0 `. 0 0 0 '0 0 0 69 0 ; '. 353 0 0; ' a 0 0 0 0 0. 0 0 59 0 365 0 0 . 0 0 VV �-G �--G ' D W W L_G W 'P 12B-Obw 0.097 - 2.72 1 0.85 204 204 554 174 80. 80 .. MZ , .. 68 C 16B-30ad 0.032 - 0.90 1.68 1389 1389 1244 2333 60 60 54 101 C , 16C-19al 0.049 - 1.37 i 2.08 56 .66 77 111 0 '_-0 . 0 0. F 22A4ph 1.358 - 38.02 0.00 i i i i i 1445 151 57.29 0 60 6 228 0 61 c) AED excursion 1423 -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 7 1144 674 Air required (cfm) 9471947 53 32 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft" 2012-May-15 09:13:19 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 1 'CC�k E:1Wrightsoft HVAC1Wynne Corp%62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N wrightsoft° Right-JO Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax 772-785-9144 Web: comfortcontrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name GIRT RM/DINING LAUNDRY 2 Exposed wall 45.0 ft 6.5 ft 3 Room height 9.8 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 482.5 ft 7.0 x 6.5 ft 5 Room area 482.5 ft' 45.5 ft' Ty Construction U-value Or HTM Area (ftj Load Area (ft� Load number (13tuh/f:2 °F) (Btuh/ftj or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat I iCool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-Osw 0.091 n 2.55 2.18 196 157 400 343 0 6 . 0 .0 G 1A-r1omd 1.270 n 35.56 26.39 39 0 1387 1029 0 _ 0 ... 0 0 --G 2A-2oti . 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. 6 0, 0 0 0 11 Y 12C-Osw 0.091 a 2.55 2.18 245 205 523 449 0 0 0 0 -G 2A-2am 0.840 a 23.52 68.19 40 3 931 2699 0 0 0 0 12C-OSW 0.091 s 2.55 2.18 6 0 '. 0 0 0 0 0 0 G 2A-2om 0.840 s 23.52 I 25.39 0 0'' 0 0 0 0• 0 0 `D. 11J0 0.600 s 16.80 j 17.40 0 0 0 0 0 .0 0 0 W 12C-Osw 0.091 sw 2.55 2.18 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 w 2.55 2.18 0 0 `. 0 0 52 52 132 114. L-G. 2A-2om . 0.840 w 23.52 166.18 0 0 0 0 0 0 0 0 W 13A-5ocs 0.125 w 3.50 2.22 0 0 0 0 0 0 0 0 P 12B-Obw 0.097 - 2.72 0.85 -.0, 0 0 .0 66 66 :152 48 C 16B-30ad 0.032 - 0.90 , 1.68 483 483 432 811 46 46 41 76 C 16C-19al. 0.049 - 1.37 1 2.08 0 '. 0 0 0 0 0-'' 10 ". 0 F 22A-tph 1.358 - 38.02 0.00 i 483 45 1711 0 46 7 247 0 6 c) AED excursion 288 -83 Envelope loss/gain 5385 5619 573 155 12 a) Infiltration 977 268 115 32 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 0 0 Appliances/other 0 1200 Subtotal (lines 6 to 13) 6362 6346 688 1387 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 6362 6346 688 1387 15 Duct loads 11% 15% 725 935 22% 34% 151 472 ITTotal room load 7087 1 j 7281 1 839 1 1859 Air required (cfm) 1 329 348 39 89 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. oft" 2012-May-15 09:13:19 wrights Right -Suite® Universal 2012'12.0.04 RSU05864 Page 2 ACC'% EAWrightsoft HVAC%Wynne Corp162' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N +'wrightsoft' Right-J®Worsheet Job: Entire House Date: MAY 16, 2012 COMFORT CON IROL OF SLC, INC. By: PATRICIA ZIMMERMAN 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-8178-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com 1 Room name j 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 7.6 ft 5 Room area 154.0 ft' 52.5 ft' Ty Construction U-value Or HTM Area (ft� Load Area (ft� Load number (Btuh/ftl�- °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 6 '0 6 0 0 F-G 1A-rlomd 1.270 n . 35.56 26:39 : 0 D . • 0 0 : .0 ., 0 0 0 II-�-(; 2A-2ob 0.630 n 17.64 22.24 0 0 0 0. 0 0 0' 0 2A-2om 0.846 n 23.52 '25M '0 0 " 0 0 0 _0 . 10. : 0 11 W 12C-Osw 0.091 a 2.55 2.18 0 0 0 0 0 0 0 0 I--G 2A-2om 0.840 a 23.52 68.19 0 0 0 0 0 0 0 0 12C-Osw 6.091 s _ 2.55 ' 2.18 0 0 0 0 0 = :. 0 ":­0 -'"0. 2A-2om.- 0.840 s 23.52 25.39 • 0 '0,0 0 " . - 0 0 0 . 0 11J0 0.600 s 18.80 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 2.0 0 0 .60 54 13S 118 1--G 2A-2om 0.840 w. 23.52 66.18. 0 %. 0 . 0 .. ". '0 6. 1 •.: 1411 ., 397. 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 68. _ 68 185 58 6 0. 0. 0 C 16B-30ad 0.032 - 0.90 1.68 154 154 138 259 53 53 47 88 C. 16C-1gal, 0.049 - 1.37 2.08 0' 0 0 0 0: _ • 0 0 _ 0 F 22A-tph 1.358 - 38.02 0.00 I I 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 Appliances/other 2400 0 Subtotal (lines 6 to 13) 323 2564 744 855 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 323 2564 744 855 15 Duct loads 11% 15% 37 378 22% 34% 164 291 Total room load 359 2942 907 1146 Air required (cfm) 17 141 42 55 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsOTt� 2012-May-15 09:13:19 Right-Sufte® Universal 2012 12.0.04 RSU05864 Page 3 'CC�` E:1Wdghtsoft HVAC1Wynne Corp162' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N +'wrightsoft• Right-J® Works heet Job: MAY 15, 2012 Entire House By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 349B3 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com 1 Room name MS CLOSET MS BDRM 2 Exposed wall 0 ft 42.0 ft 3 Room height 8.0 ft heat/cool 8.5 ft heat/cool 4 Room dimensions 7.0 x 10.0 ft 14.0 x 19.0 ft 5 Room area 70.0 ftz 266.0 ft' Ty Construction U-value Or HTM Area (ftj Load Area (ft� Load number (Btuh/ft2°F) (Btuh/ftj or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat (Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 '12C-Osw 0.091 n, 2.55 2.18 0 0 0 0 119 89 227 194 IA-rlomd 1.270 n 35.56 26.39 0 0 0 6 0 . 0 ,. 'A. 0, 2A-2ob 0.630 n 17.64 22:24 .0. 0 6 0 15 ... 0 266 334 2A-2om. 0.840 n 23.52 25.39 .0 0 0 0 . 15 0 : ` 353 381 11 Val 12C-0sw 0.091 a 2.55 2.18 0 0 0 0 77 77 195 167 L-G 2A-2om 0.840 a 23.52 68.19 0 0 0 0 0 0 0 0 12C-Osw 0.091 s 2.55 2.18 0 , 0 ,0 , 0 0 ­0. 0; 0, 2A-2om 0.840 s 23.52 25.39 0 0 0 0; 0: 0 0' 0 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 0 162, 162 ' 412 353 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 128-Obw 0.097 - 2.72 0.85 0 0 0 0` 0 :. _. 0 0 0 C 1613-30ad 0.032 - 0.90 1.68 70 70 63 118 266 266 238 447 C 16C-19al 0.049 - 1.37 2.08 0 0 . ' 0 . : 0 0. 0 F 22A4ph 1.358 _ 38.02 0.00 I i I i i I 70 0 0 0 266 42 1.597 . 0 6 c) AED excursion -7 139 Envelope loss/gain 63 111 3286 2014 12 a) Infiltration 0 0 791 217 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 63 111 4077 2231 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 63 111 4077 2231 15 Duct loads 22% 34% 14 38 220/a 34% 896 760 Total room load 77 149 1 1 4973 2990 Air required (cfm) 4 7 231 143 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2012-May-15 09:13:19 wrigF�tsoft• Right -Suite® Universal 2012:12.0.04 RSU05864 Page 4 'CC'�` E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON II .rrp Calc = MJ8 Front Door faces: N -��-'wrightsofts Right-JO Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax 772-785-9144 Web: comfortcontrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name 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 ft2 45.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number (Btuh/ft2-OF) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 4 12C=0sw 0.091 n .` 2.56 2.16 0 0 0 0'0."0 0' 0 ��-G 1A-rlomd 1.270 n 35.56 26.39 0 0 0 0. 0 0 0. b . I G 2A-2ob 0.630 n 17.64 22.24 0 0 0 0 0- 0 - 0 0 1-G 2A-2om• 0.840 n 23.52 25.39, 0 0 0 0 0 , 0 :. ,.0 . 0. VV 11 12C-0sw 0.091 a 2.55 2.18 0 0 0 0 40 40 102 87 �--G 2A-2om 0.840 a 23.52 68.19 0 0 0 0 0 0 0 0 V 12C-Osw 0.091, s 2.55 2.18 '0 0 0 0, ` 0, ; 0 - '0 6 I�I--G 2A-20m 0.840 s 23.52 25.39 0 0 0' 0 .0 D 0 0 -D,;11J0 0.600 s. 16.80 17.40 0. 0 0 °0 0 A , :0. 0 W 12C-0sw 0.091 sw 2.55 2.18 0 0 0 0 0 0 0- 0 IJ,V L-G 12C-Osw 0.091 w 2.55 2.18 0 0 0 0 0 , 0. ', 0 2A-2om - 0,840 w 23.52 66.18 0 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-Ob w 0.097 - ' 2.72 0.85 b _ ; 0 0 0 , . ' 0 , .. '0 0 C 16B-30ad 0.032 - 0.90 1.68 18 18 16 29 45 45 40 76 .0 16C-19al ` 0.049 ` - 1.37 _ 2.08 0 0, 0 Q ',0:. 0 ° : :- ;;0 0 F 22A4ph 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 Intemal 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 Ductloads 22% 34% 3 9 22% 34% 93 60 ITTotal roam load 19 1 37 514 237 Air required (cfm) 1 2 24 11 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft' 2012-May-15 09:13:19 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 5 'CC,I` E:\Wrightsoft HVAC\Wynne Corp\62' 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 34683 Phone: 772-878-2799 Fax 772-785-9144 Web: comfortcontrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name BDRM 2 MASTER LAV 2 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 ftz 56.0 ft' Ty Construction U-value Or HTM Area (ftj Load Area (ftj Load number (Btuh1 °F) (Btu or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V_ ': 12C-0sw °0.09f "n ' 2.55 . .:2.18 p 0 0 p b 1A rlomd 1.270 ,n 35.56 ' 28.39 6 0 0 0 0 0 2A-2ob 0.630 n 17 64 22.24 0. 0 0 0 0 0 °; 0 0. '2A'-2om. ..: 0.840 , n 23.52 ` .25.39 0' 0 0 . 0 . 0. 0 11 Y 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 76 56 r 122 0 0 0 - G 2A-2om 0.840 s 23.52 23.52 12.18 25.39 20 20 470 470 508 0 0 6 0 0' L--U - 11J0,_mi 0.800 s 7:40 0 0 0 . 0...0 .0: - 0, W 12C-0sw 0.091 sw 2.55 2.18 34 34 86 74 0. 0 0 _ 0 _ W L-.G. 12C 0sw 0.091 w - 2.55' 2.•18' 8 8 20 '' 17 0 0 0 : 0, 2A-20m, - 0:840 w 23.52 66.18 . .0 0 0 ,. 0 0 W 13A-5ocs 0.125 w 3.50 2.22 0 0 0 0 64 64 224 142 92B4Obw ' • 0.097 - 2:Z2 0.85 . 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 .. 0 : ,, : 0 p ;.. - . 0 . 66 , . . , � . ,_ 77 . .177 F ., ., .. 22A4ph . 1.358 - 38.02 0.00 196 31 1166 0 , 56 8 304 0 6 c) AED excursion 88 -17 Envelope loss/gain 2387 1417 605 242 12 a) Infiltration 545 149 142 39 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 2932 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) 166 100 42118 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. y -Fk wrightsoft' 2012-May-15 09:13:19 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 6 Ar-C*k E:1Wrightsoft HVAC\Wynne Corp162' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N 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 Site Information: Customer Info: WYNNNE DEVELOPEMENT CORP Project Name: Lot/Block: Subdivision: Address: N/A City: PORT ST LUCIE State: FL MiTek USA, Inc. 6904 Parke 3East �Blvd. 62' GRAND CARTE III WNPORCH Model: M11: 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 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# ITruss Name Date 15/14/012 1 IT4386201 JA5 12 IT4386202 JA6 15/14/0121 13 IT4386203 IA7 15/14/0121 14 IT4386204 JA8 15/14/0121 15 IT4386205 IA9 15/14/0121 16 IT4386206 JA 15/14/0121 17 IT4386207 IGRA 15/14/0121 18 IT4386208 IGRB 15/14/0121 19 IT4386209 JJ2 15/14/0121 110 I T4386210 I J4 15/14/012 11 I T4386211 J J6 15/14/0121 112 I T4386212 I J8 15/14/0121 113 IT4386213 IKJB 15/14/0121 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. °,o ltJ11111111di � '\ G E N S /'�• �57n''e 39 0 O'. STATE OF oOR FL Cert. 6634 May 14,2012 Albani, Thomas 1 of 1 Job r Truss Truss Type Qty Ply Carhon III with porch M1`1323 AS SPECIAL 9 1 162'Grand Job Re ere ce o io a Chambers Truss Inc., Fort Pierce FI. 34982 Run: 7.340 s Feb 24 2012 Print: 7.360 s Apr 23 2012 MiTek Industries, Inc. Mon May 14 09:54:12 2012 Page 1 ID:2GIScwwyY5hnGhXVARzUkuyuFU M-Ek_ISVkUDOgX21 VVCfgALeIXGy3TKyOD71 SbGTzGdvv 1-0- 7-8-5 10-6-4 17-0-0 20-4-8 26-4-0 34-0-0 5-0- ID0 7-8-5 2-9-15 6-5-12 3-4-8 5-11-8 7-8-0 -0-0 4.00 12 2.00 12 LOADING (psf) SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.25 TC 0.85 TCDL 7.0 Lumber Increase 1.25 BC 0.95 BCLL 0.0 Rep Stress Incr YES WB 0.69 BCDL 10.0 Code FBC20101TP12007 (Matrix) LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SYP No.2 *Except* 10-13: 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 6-14: 2x4 SP M 30 REACTIONS (lb/size) 2=1125/0-8-0 (min. 0-1-8), 10=1125/0-8-0 (min. 0-1-9) Max Horz 2=166(LC 7) Max Uplift 2=816(1_C 8), 10=-816(LC 8) Max Gray 2=1305(LC 2), 10=1305(LC 2) Scale = 1:59.7 5x8 = 13 12 3x6 7x12 = 2x3 11 DEFL in (loc) I/deft Ud PLATES GRIP Vert(LL) 0.70 14 >569 360 MT20 244/190 Vert(TL) -1.19 13-14 >336 240 Horz(TL) 0.39 10 n/a n/a Weight: 171 lb FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 6-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation gu FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=5498/3134, 3-4=-5106/2822, 45=-5058/2829, 5-6=-5133/2933, 6-7=2336/1492, 7-8=2310/1411, 8-9=-2368/1397, 9-1 0=-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=01284 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. 5) 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. 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 joint 10. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 6-39388 :.TE ti4/1 i���ss fO N AL ��;``�• !ltltit FL Cert. 6634 May 14,2012 L WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERENCE PAGE MII.7473 BEFORE USE. Design valid for use only with MiTek connectors. This designis based onlyupon parameters shown, and is for an individual building component. F Applicability of design parametersand proper Incorporation of component is responsibility of building designer- not truss designer. Bracing shown a. is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the MiTek' �gre164 erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding 1 fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 If Southern Pine ISP or SPD1 lumber is specified. the design values are those effective 06l0112011 by ALSC or orouased by SPI6. Job ' Truss Truss Type Qty Ply 62' Grand Carlton III with porch M1'1323 A6 SPECIAL 1 t b Reference o 'ono Chambers Truss Inc., Fort Pierce FI. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Intlustries, Inc. Mon May 14 09:54:13 2012 Page 1 ID:2GIScwwyY5hnGhXVARzUkuyuFUM-iwY7grl6_KyOgB4imM BPusHgDMO93McMLhB9pvzGdvu 1-0- 8-11-11 16-0-0 18-0-0 20-4-8 25-11-15 34-0-0 5-0- -0-0 8-11-11 7-0-5 2-0-0 2-4-8 5-7-7 8-0-1 -0-0 4.00 12 2.00 12 4x8 % 4x5 7x8 = 2x3 11 Scale = 1:61.7 10-6-4 4-5-12 -0-0 4-4-8 5-7-7 B-0-1 Plate Offsets (X.Y): I2:0-8-0.0-1-41. I3:0-3-0 Edgel. f7:0-2-7.Edgel. 19:0-3-14.0-1-81 112:0-4-0.0-2-131. 114:0-5-9.0-2-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deg Lid PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.96 Vert(LL) 0.66 14 >604 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.98 Vert(TL) -1.08 14 >371 240 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(TL) 0.38 9 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight: 174 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 SYP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 9-12: 2x4 SP M 30 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 *Except* be installed during truss erection, in accordance with Stabilizer 5-14: 2x4 SP M 30 Installation guide. 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) 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=-1570/2920, 5-13=-373/161, 6-13=-188/550, 8-12=-822/564, 8-11=0/309 NOTES ,,`tjt►tt0li►!!I!°° \v' • •' 1 Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 165mph Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; Cat. II; eO ' F •_••!%r (3-second gust) eave=6ft; r\�.• .• i Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 o; �N-0 3 93 8 0oA 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.- • (� '�s� 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 at joinl(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify e ��,.�-__ % ' • 5 TAT E z` 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 Ib uplift at 9. ,�'.� A, L OP••� e� r � joint 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. s �` R �• ,� ••• • • °j l� • • �' .... LOAD CASE(S) Standard FL Cert. 6634 May 14,2012 AWARMNG - Verify design parameters and READ NOTES ON THIS AND INCLUDED AHTEK REFERENCE PAGE M!I-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 proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown . Is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the WOW erector. Additional permanent bracing of the overall structure is the responsibiA'� lity of the building designer. For general guidance regarding !Y1 fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Informallon 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 design values are those effective 00112012 by ALSC or proposed by SPiB. Job ` Truss Truss Type Qty Ply 62' GrandCadton III with porch MS1323 A7 SPECIAL 1 1 Job e e ence o fo a Chambers Truss Inc., Fort Pierce Fl. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 Mi rek Industries, Inc. Mon May 14 09:54:13 2012 Page 1 ID: WSJgpGwalPpeur6hk9UjG5yuFU L-WY7grl6_KyOgB4imMBPusHijMO W3JFMLhB9pvzGdvu 1-0-0 8-10-10 14:2 0 20-0-0 25-11-15 34-0-0 5-0- -0-0 8-10-10 5-1-6 6-0-0 5-11-15 8-0-1 -0-0 Scale = 1:60.7 5x6 A nn 5x6 = 7x12 = 2r3 II 2.00 12 ' 10-6-4 13-5-12 64-8 5-7-7 8-0-1 ' Plate Offsets (X.Y): 12:0-8-0.0-1-4117:0-3-14.0-1-81,110:0-6-0,0-2-81 LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.87 Vert(LL) 0.61 11 >651 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.96 Vert(TL) -1.06 10-11 >376 240 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(TL) 0.37 7 n/a n/a BCDL 10.0 Code FBC2010IrP12007 (Matrix) Weight: 164lb FT=0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x6 SYP No.2 *Except* BOT CHORD 7-10: 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 4-11: 2x4 SP M 30 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. CompdMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=546913080, 3-4=-5088/2831, 4-5=2133/1355, 5-6=-2343/1400, 6-7=3033/1714 BOT CHORD 2-11=-831/5183, 10-11=-1412/2782, 9-10=-1507/2803, 7-9=-1507/2803 WEBS 3-11=-396/432, 4-11 =-1 367/2696, 4-10=-813/405, 5-10=-172/456, 6-10=-727/480, 6-9=0/293 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. 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; 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 at joint(s) 2 considers parallel to grain value using ANSlffPI 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 7. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard °it f Arl ,0, �i ATE t4r►rr►o►r;�°°° FL Cert. 6634 May 14,2012 AWARNING - Verify design parameters curd READ NOTES ON THIS AND INCLUDED M(TEK REFERENCE PAGE MII-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. Applicabirity of design parametersand proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown VVE, Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the MOW 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/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informatlon 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 design values are those effective 0610112012 by ALSC or proposed by SPIB. Job ITruss Truss Type Ply 62' Grand Carlton III with porch M11323 A8 SPECIAL �Qty 1 1 Job Reference o fo al noers truss Inc., Fort Pierce Ft. 349az Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries. Inc. Mon May 14 09:54:14 2012 Page 1 ID: WSJgpGwalPpeur6hk9UjG5yuFU L-A66WtBmkie5FILfuK3ieQ3quDmkgogZWaLxiLLzGdvt 1-0-0 8-8-4 12-0-0 15-8-4 20-4-8 22-0-0 24-8-12 34-0-0 5-0- 0.0 8-8-4 3-3 12 3-8 4 4-8 4 1-7-8 2 8-12 9-3-4 0-0 5x6 = 3x4 2x3 11 5x10 = 4.o0 12 4 14 5 6 15 7 o�z 7x12 = 3x4 = 2.00 12 10-6-4 9-10-4 ' 1-7-8 ' 12-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deg L/d TCLL 20.0 Plates Increase 1.25 TC 0.82 Vert(LL) 0.60 13 >667 360 TCDL 7.0 Lumber Increase 1.25 BC 0.96 Vert(TL) -1.19 9-11 >336 240 BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(TL) 0.35 9 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix) LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SYP No.2 *Except* 9-12: 2x4 SP M 31 WEBS 2x4 SP No.3 REACTIONS (Ib/size) 2=112510-B-0 (min. 0-1-8), 9=1125/0-8-0 (min. 0-1-8) Max Horz 2=117(LC 7) Max Uplift 2=-816(LC 8), 9=-816(LC 8) Max Grav 2=1305(LC 2). 9=1305(LC 2) Scale = 1:60.7 N_ V DID I d PLATES GRIP MT20 244/190 Weight: 171 lb FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins. BOT CHORD 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. 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=-115312374, 9-11 =-1 467/2678 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 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=5211; 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 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) Bearing at joint(s) 2 considers parallel to grain value using ANSI/fPI 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 atjoint 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 �, p •BENS. 4� ,� 39380 FL Cert. 6634 May 14,2012 WARNING - Verify design parameters and REflD NOTES ON THIS AND INCLUDED hIITEKREFEREWE PAGE M I.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 proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the MiTek' g++ erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding RYA tC fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Inlormaflon available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 If Southern Fine Sp or SPp lumber is specified. the design values are those effective 0610112012 by ALSO or proposed b SPIB. Job Truss Truss Type Qly Ply 62' Grand Carlton III with porch MT1323 A9 HIP 1 1 I Job e e e ce o tonal Chambers Truss Inc., Fort Pierce Fl. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Inc. Mon May 14 09:54:14 2012 Page 1 ID:_etC1 cxC3ixVV?huts?ypJyuFUK-A66MBmkle5FILfuK3ieQ3g13mg2onKWaLxiLLzGdvt 1-0- 6-7-15 10-0-0 15-2-14 20-4-0 24-0-0 27-4-1 34-0-0 5-0- -0-0 6-7-15 3-4-1 5-2-14 5-1-2 3-8-0 3-4-1 6-7-15 1-0-0 4.00 12 4x4 1:-� 3x4 2x3 II 5x10 = 4 16 5 6 17 7 Scale = 1:58.7 A 0 � 6 3x4 = 15 14 13 12 11 3x4 = 3x8 = 3x6 = 6x8 = 3x6 = 3x4 = r 10-0-0 20-4-0 10-0-0 10-4-0 24-0-0 34-0-0 3-8-0 10-0-0 1 Plate Offsets (X.Y): (7:0-5-0.0-2-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deb L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.25 Vert(LL) -0.21 9-11 >748 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.56 Vert(TL) -0.55 9-11 >291 240 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(TL) 0.02 13 n/a n/a BCDL 10.0 Code FBC2010rrP12007 (Matrix) Weight: 156 Ib FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=57510-8-0 (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, B-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 =-1 39/260 WEBS 3-15=-379/356, 5-15=-256/643, 5-13=-1191/752, 6-13=-263/230, 7-11 =-I 58/383, 8-11=-424/384, 7-13=-818/443 NOTES `tt,111111!!7!//! 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; `�0 A. 9 /t, %�0 E N •• rr' Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 •.•1 Ci S -� • 3) Provide adequate drainage to prevent water ponding. ; _ _F•�e.��i ! 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. ;•/f l 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 452 lb uplift at joint 2, 270 lb uplift at f joint 9 and 910 lb uplift at joint 13. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard0 R ojfS�ONA� EC�`�. FL Cert. 6634 May 14,2012 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M7TEKREFERENCE PAGE N T747a 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 proper incorporation of component a 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 responsiblrity of the fiTek' 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/TPII QuaMy Criteria, DSB-89 and BCSI BuBding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street. Suite 312. Alexandria, VA 22314. If Southern Pine (SP or SPD1 lumber is specified. the design values are those effective 00111012 bV ALSC or proposed by SPIB. Tampa, FL 33610-4115 Job • Tnlss Truss Type Oty Ply 62' Grand Carlton III with porch M11323 A COMMON 9 1 Job efere e o t' a Chambers Truss Inc., Fort Pierce FI. 34982 Run: 73.340 s 4 Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Inc. Mon May 14 09:54:12 2012 Page 1 ID:a3B4PavKnnZweXyJckSFBgyuFUN-Ek_IS VkUDOgX21 W CfgALelfuy9iKzgD71 SbGTzGdvv 1-0- 6-7-13 12-4-13 17-0-0 21-7-3 27-4-3 34-0-0 S-O- -0-0 6-7-13 5-9-0 4-7-3 4-7-3 5-9-0 6-7-13 -0-0 4.00 12 4x4 = 19 3x6 % 17 — 15 14 'V 12 2x3 4x6 3xB = 3x8 = 4x6 2x3 Scale = 1:57.8 3x6 ' 6-7-13 5-9-0 9-2-7 5-9-0 6-7-13 ' Plate Offsets (X,Y):I2:0-3-14.0-1-81.110:0-3-14.0-1-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.36 Vert(LL) 0.30 14-15 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.55 Vert(TL) -0.73 14-15 >546 240 BCLL 0.0 Rep Stress Incr YES WB 0.58 HOrz(fL) 0.15 10 n/a n/a BCDL 10.0 Code FBC20110/TP12007 (Matrix) Weight: 1631b FT=0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-8-2 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-8-15 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1210/0-8-0 (min. 0-1-10), 10=1210/0-8-0 (min. 0-1-10) Max Horz 2=-166(LC 6) Max Uplift 2=-844(LC 8), 10=-844(LC 8) Max Grav 2=1355(LC 2), 10=1355(LC 2) 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, 7-119=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=-1635/3008, 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=-3131304, 3-15=599/407 t NOTES 1) Unbalanced roof live loads have been considered for this design. At ♦��`S . • • • • . �j �� 0� • E N �•. ��i 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; �e� .••�� S \ �. ��_; Exp C; Encl., GCpi=0.18: MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 _„-__.F • 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. O`_3 938 0 1 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 ,.¢;{ k will fit between the bottom chord and any other members, with BCDL = 10.Opsf. _ �� ✓ ' 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 844 Ib uplift at joint 2 and 844 Ib uplift at �'� j > ✓ ; joint 10. m f.'PI'­-: %, ._ ,: .. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. AT E 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 50 Ib down and 29 Ib up at i (� �• (j j v 15-0-0, and 50 Ib down and 29 Ib up at 19-0-0 on top chord. The design/selection of such connection device(s) is the responsibility �rR 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). ®®�sS�O N A`— 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 FL Cert. 6634 May 14,2012 g, WARN AM. - Verify design parameters and READ NOTES ON THIS AND INCLUDED MiTEK REFERENCE PAGE PHT7473 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. 1 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 responsibility of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding f Vi fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality CrItedo, 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 (5P or SPDI lumber is snecified. the deslan values are those effective g&OV2812 by ALSO or Dronosed by SPI8. Job + Truss Truss Type Qty Ply 62' Grand Carlton III with porch Mr1323 A COMMON 9 1 Job efere ce o do a Chambers Truss Inc., Fort Pierce Fl. 34982 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 18=-43(F) 19=-43(F) Ktun: r.34u s FeD Z4 zulz Prim: r.sau s Apr za zuiz mu ex mausmes, mc. mon may i4 ua:o4:1z zuu rage z ID:a3B4PavKnnZweXyJckSFBgyuFUN-Ek_ISVkUDOgX21 VVCfgALelfuy9iKzgD71 SbGTzGdvv +`%%, �� 0 E•N S ' , q °�� ,ado 3938Q_ TAT . O R \•, `moo °°Ojts l6 N A' irl- FL Cert. 6634 May 14,2012 WARNTNG - Verify design parameters and READ NOTES ON 771IS AND INCLUDED M7TEK REFERENCE PAGE hill-7473 BEFORE USE, Design valid for use only with MTek connectors. This design isbased only upon parameters shown, and is for an individual building component. W 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 responsibillity, of the D At�ek• erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding � V6 fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 If Southern Pine(Sp or SPp lumber is specified, the design values are those effective OBl01/2012 by ALSC or proposed by SPIB. Job > Truss Truss Type Qty Ply 62' Grand Carlton III with porch M71323 GRA HIP 1 1 b Refere ce o do I Chambers Truss Inc., Fort Pierce FI. 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:_elC1 cxC3ixW?huts?ypJyuFUK-eJgu5XnM WxD5vV E4unDtzHMODABUXJXfp?gFtozGdvs 1-0-0 8-0-0 11-1-1 17-0-0 18-6-0 22-2-2 26-0-0 34-0-0 5-0 -0-0 8-0-0 3-1-1 5-10-15 1-6-0 3-8-2 3-9-14 8-0-0 -0-0 4.00 12 r ��t�raw��rall:a Top chord must be braced by end jacks, scale= 1:60.7 roof diaphragm, or properly connected 4x4 = purlins as shown. 11 14 6x1D 22 3x4 = 29 28 27 26 25 24 4x4 = 3x6 II 3x6 = 6x8 = 3x6 = 6xB = 6x8 = i 8-0-0 11-1-1 18-6-0 26-0-0 34-0-0 LOADING (psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 7.0 Lumber Increase 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2010lfP12007 CSI DEFL in (loc) I/deft Ud TC 0.99 Vert(LL) 0.13 22-24 >999 360 BC 0.48 Vert(TL) -0.26 2-29 >489 240 WB 0.63 Horz(TL) 0.03 22 n/a n/a (Matrix) 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 joint(s) except 2=-361(LC 8), 27=-1182(LC 8), 26=1472(1_13 8), 22=648(LC 8) Max Grav All reactions 250 lb or less at joint(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=-3731630, 24-25=-373/630,22-24=-1027/2068 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 PLATES GRIP MT20 244/190 Weight: 194 lb FT = 0% 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 guide. 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=341t; 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 psi bottom chord live load nonconcurrent with any other live loads. 6) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 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. ,11Ii1tlrr)r��,° ♦♦e�e�Ps A. q .�KJo'39380, 44' ..:�%ATE act C? rrrrlll FL Cert. 6634 May 14,2012 W Derify design parameters and READ NOTES ON THIS AND INCLUDED A fTEKREFERENCE PAGE ARI-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 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 responsibBGty, of the p ,g ly���^ erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding � V! i fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI7 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely information available from Truss Plate Institute, 761 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 If Sauthern Pine (SP or SPp lumber is s ecifiI the desi n values are those effectNe t1 OV2812 by ALSC or proposed by SPIB. Job • Truss Truss Type Qty Ply 62' Grand Carlton III with porch HT11323 GRA HIP 1 1 1 Job e e e ce o do Chambers Truss Inc., Fort Pierce FI. 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 2 ID:_etC1 cxC3ixV V?huls?ypJyuFU K-eJgu5XnM WXD5VV E4unDtzHMODABUXJXfp?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 =-1 03(F=-59) Concentrated Loads (lb) Vert: 29=555(F) 24=-555(F) FL Cert. 6634-] May 14,2012 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEKREFERENCE PAGE M I-7470 BEFOR13 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 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 p A���a'IC• 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, DSB-89 and 6CSI BuRdIng 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 If Southern Pine SP or SPp lumber is specified. the deli n values are those effective 45l0112612 by ALSC or proposed by SPIB. Job ITruss Truss Type Qty Ply 62' Grand Carlton III with porch Mf1323 GRB HIP 1 1 Job a erence o 'o Chambers Truss Inc., Fort Pierce Fl. 34982 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:SrRaEyyrgO4M78G4raWBLWyuFUJ-7V EGltr_HFLyXfpGRUk6VUvC7ZVYGkYpl fQpPEzGdvr 1-0- 8-0-0 14-2-6 20-4-0 26-0-0 34-0-0 5-0- 100 8-0-0 6-2-6 6-1-10 5-8-0 B-0-0 -0-0 5x10 4.00 12 3x8 = 4x5 = 5x6 = 5x6 = Scale = 1:58.7 3x8 = 15 14 13 12 11 10 3x4 = 3x6 It 5x6 WB = 3x4 = 6x8 = 3x6 = 6x8 = B-0-0 6-2-6 6-1-10 5-8-0 8-0-0 ' LOADING (psf) SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.25 TC 0.92 TCDL 7.0 Lumber Increase 1.25 BC 0.62 BCLL 0.0 Rep Stress Incr NO WB 0.71 BCDL 10.0 Code FBC2010rrP12007 (Matrix) LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 4-12,6-10: 2x4 SP M 30, 6-12: 2x6 SYP No.2 OTHERS 2x4 SP No.3 DEFL in (loc) I/defl Ud PLATES GRIP Vert(LL) 0.19 2-15 >999 360 MT20 2441190 Vert(TL) -0.33 2-15 >727 240 Horz(TL) 0.08 12 n/a n/a Weight: 150 Ito FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-7-8 oc bracing. WEBS 1 Row at midpt 3-13, 4-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation 'de REACTIONS (Ib/size) 2=1121/0-8-0 (min. 0-1-11), 12=3442/0-8-0 (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=-270/731 WEBS 3-15=-407/1219, 3-13=-1661/791, 4-13=-211/942, 4-12=-4730/2565, 6-12=-2457/1572, 6-10=-1766/3430,7-10=-356/375 NOTES 1) Unbalanced roof live loads have been considered for this design. twill p S �+1 q� ,'' d f • • ° • • �� 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; ♦` O� ,.. ., •' °1 C E N S • •9 'o, 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. • •. i �393$0- —:--s- 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 �•/ r /; will fit between the bottom chord and any other members. 6) Provide truss to bearing 892 lb 2, 2537 lb mechanical connection (by others) of plate capable of withstanding uplift at joint uplift at joint 12 and 384 Ib uplift at joint 8. "51 � SAT � • 7) 'Semi -rigid pitchbre ks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 967 Itodown and 461 lb up at � 0 ((7wa A,� 26-0-0, 967 lb down 461 lb up 8-0-0 on bottom The design/selection of such connection device(s) is the rl�� O Rresponsibility and and at chord. of others. . '1s 9) In the LOAD CASE(S) loads to the face of the truss are noted as front or back (B). J0 N A' section, applied (F) 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 Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI-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. gar 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 responsiblllity 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/TPII l;luaW Criteria, DSB-89 and BCSI Burldfng Component 69D4 Parke East Blvd. Solely Inlormallon available from Truss Plate Institute, 181 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 t16f01f2012 by ALSC or proposed b SPIB. Job • Truss Truss Type Qty Ply 62' Grand Carlton III with porch M11323 GRB HIP 1 1 Job Reference foDtional Chambers Truss Inc.. Fort Pierce Ff. 34982 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 15=555(F) 10=555(F) 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 2 I D: SrRaEyyrg04M78G4raWBL%uFUJ-7VEGItn_HFLyXfpGRUk6VUvC7ZVYGkYp1 fQpPEzGdvr ,j4{1111111/j .p 'E'°d .PJ-0-~ 3938Q ; yes; ATE441 '` S r0 N A; FL. Cert. 6634 May 14,2012 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERENCE PAGE MII-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 proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown Id is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibilfity of the pd erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding M(tek• fabrication, quality control, storage, delivery, erection and bracing. consult ANSIJTPH Quality CrBeda, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 If Southern Pine SP or SPp lumber is s . fled. the design values are those effective 00112012 by ALSC or proposed by SPIB. Job Truss Truss Type Qty Ply 62- Grand Carlton III with porch M71323 J2 - MONO TRUSS 8 1 Job Re erence o do a Chambers Truss Inc., Fort Pierce FI. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Inoustnes, Inc, Mon May 14 U9:bClb ZU12 Yale 1 ID:xl?zSIzTbJCDIIrGPH1 QukyuFUI-7VEGItn_HFLyXfpGRUk6VUvOOZd5GvfplfQpPEzGdvr r -1-0-0 2-0-0 i 1-0-0 2-0-0 Refer to MiTek "TOE -NAIL" Detail for connection to supporting carrier truss (typ all applicable jacks on this job) , scale= 1:7.7 3x4 = LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.13 Vert(LL) -0.00 2 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.07 Vert(TL) -0.00 2-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight: 8lb FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc pudins. 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(LC 5) Max Grav 2=145(LC 2), 4=38(LC 3), 3=48(LC 13) 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 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. LOAD CASE(S) Standard {{t{tttrrtf1jlP! +E•N S • ..cj ''� y • Oi ` 393�81 Pam. t�e�� O R \pP'�•���'� r'si�SS pQ N M 6!►IIV FL cert. 6634- May 14,2012 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE A1711-7473 BEFORE USE. = f� Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. ' Applicability of design parametersand proper incorporation of component is responsibility of building designer -not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the p }�p, erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding M, Tki fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quallly Criteria, DSB-89 and BCSI Bunding 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 If Southern Pine SP or SPp I ber 1s specified, the design values are those effective 06AV2012 by ALSC or proposed by SPIB. Job - Truss Truss Type Ply 62' Grand Carlton III with porch kT11323 J4 MONO TRUSS 1Qty 8 1 Job a ere ce o 'o a 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 09:5Z16 2012 Page 1 ID: PDYLfd_5MdK4MSQTz?ZfRxyuFU H-7V EGltn_HFLyXfpGRUk6VUvM9ZanGvfp1 fOpPEzGdvr 4-0-0 1-0-0 4-0-0 3x4 = LOADING (psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 7.0 Lumber Increase 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2010/TP12007 LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 CSI DEFL in (loc) I/defl ' Ud TC 0.28 Vert(LL) -0.01 2-4 >999 360 BC 0.28 Vert(TL) -0.03 24 >999 240 WB 0.00 Horz(TL) -0.00 3 n/a n/a (Matrix) 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. Comp./Max. 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 purtins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7-10; 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 A� 39380 1; (ATE C3 ' 411 A' FL Cert. 6634 May 14,2012 AWARNING - Verify design parameters an d READ NOTES ON THIS AND INCLUDED 1IfTEK REFERENCE PAGE DIU-7473 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. la 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 responsibillity of the MiTek* erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding i V/ fabrication, quality control, storage, delivery, erection and bracing, consult ANSIITP11 Quoldy Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 If Southern Pine SP or SPp lumber is specified, the design values are those effective 00112012 by ALSC or proposed by SPIB. Job Truss Truss Type Qty Ply ' Grand Carlton III with porch Mrt 1323 J6 MONO TRUSS 8 1 Lb e e ce do aI Chambers Truss Inc., Fort Pierce FI. 34982 Run: 7.340 s Feb 24 2012 Print 7.350 s Apr 23 2012 MiTek Industries, Inc. Man May 14 09:54:17 2012 Page 1 ID:lP6jtzJ7xSx_c_fXi4uz9yuFU G-bhoeWDod2ZTp9pOT?CFL2iSOszpy?MvyGJ9MygzGdvq 6-0-0 1-0-0 6-0-0 Scale = 1:14.2 3x4 = LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.86 Vert(LL) -0.07 2-4 >964 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.74 Vert(TL) -0.18 2-4 >385 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight: 20 lb FT = O LUMBER TOP CHORD 2x4 SIP 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(LC 8), 2=-218(LC 6) Max Grav 3=149(LC 13), 2=289(LC 2), 4=113(LC 3) FORCES (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7-10; 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 too II IIIit7tl A. q e ee •.r� O R t D 11i166t FL Cert. 6634 May 14,2012 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERENCE PAGE MI-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parametersshown, 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 bracingto insure stability during construction is the responsibillity of the e� 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informa8on 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 design values are those effective OW112012 by AL&C or proposed by SPI& Job o . Truss Truss Type Qly Ply 62' Grand Carlton III with porch Ml1323 J8 MONO TRUSS 20 1 ob Refere ce o do al Chambers Truss Inc., Fort Pierce FI. 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 Page 1 ID:lP6jtzJ7xSx_c_fXi4uz9yuFUG-bhoeWDod2ZTp9pOT?CFL2iSUGzwn?MvyGJ9MygzGdvq -1-0-0 8-0-0 1-0-0 8-0-0 3x4 = LOADING (psf) SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.25 TC 0.51 TCDL 7.0 Lumber Increase 1.25 BC 0.30 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2010/TPI2007 (Matrix) LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 31 REACTIONS (lb/size) 3=163/Mechanical, 2=308/0-8-0 (min. 0-1-8), 4=76/Mechanical Max 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. Scale = 1:17.3 DEFL in (loc) I/dell L/d PLATES GRIP Vert(LL) -0.15 2-4 >613 360 MT20 2441190 Vert(TL) -0.37 2-4 >245 240 Horz(TL) -0.00 3 n/a n/a Weight: 26 lb FT = 0 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; 13=5211; 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 203 lb uplift atjoint 3 and 250 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 %,,rs N " 39384 � --- - - T E a .w e'J 3 i01V A.. FL Cert. 6634 May 14,2012 IAARMNG . Verify design parameters and HEAD NOTES ON THIS AND INCLUDED MITEKREFERENCE PAGE MII-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 proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the �* 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/iPll QuaBly CrBeda, DSB-89 and BCSI Bundling 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 If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 00112012 by ALSC or proposed by SPIB. Job Truss Truss Type Qty Ply 62' Grand Carlton III porch �'i 1323 KJB MONO TRUSS 4 1 Job R fere ce o tional Chambers Truss Inc., Fort Pierce FI. 34982 1-5-0 7-3-4 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Inc. Mon May 14 09:54:17 2012 Page 1 ID: Lcg54J?LuEancmZr4Qb7 WMyuFUF-bhoeWDod2ZTp9pOT?CFL2iSXhzwb?F3yGJ9MygzGdvq Scale = 1:20.3 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 FBC2010/TPI2007 (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 BOTCHORD 2-7=656/1111,6-7=-656/1111 WEBS 3-7=0/336, 3-6=1220/720 DEFL in (loc) I/deft Ud 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 n/a We Weight: 44 lb FT = 0 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 9-0-11 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7-10; 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. 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. 5) Refer to girder(s) for truss to truss connections. 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. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-44 Trapezoidal Loads (plf) Vert: 8=0(F=22, B=22)-to-4=-124(F=-40, B=40), 2=-2(F=9, B=9)-to-5=-56(F=-18, B=-18) e���,��j�P� 111 t Af 1 � /tj'f� 11 Q\`I� . "�� ,P C E N AR"ti 39380- !.­ 1"A: ...-arCI �"5E ' W r s ,� N A� E�`e FL Cert. 6634 May 14,2012 ® WARNING - Verify design pon-ameters and READ MOTES ON THIS AND INCLUDED A fTEKREFERENCE PAGE PHI- 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 is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding 6Vi 9 fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Buuding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 781 N. Lee Sheet, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 It Southern Pine (SP or SPp lumber is specified, the design values are those effective 08OV2012 by ALSC or proposed by SPIB. Symbols PLATE LOCATION AND ORIENTATION 3j4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. Q Ivi 6 r For 4 x 2 orientation, locate plates 0-'aa' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. `Plate location details available In MITek 20/20 software or upon request. PLATE SIZE The first dimension is the plate width measured perpendicular 4 x 4 to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 TOP CHORDS BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Southern Pine lumber designations are as follows: Indicated by symbol shown and/or SYP represents current/old values as published by AwC in the NDS b text in the bracing section of the Y 9 proposed SPp represents SPIB proposed values as provided output. Use T or I bracing in SPIB submittal to ALSC dated Sept 15, 2011 if indicated. SP represents ALSC approved/new values with effective date of June 1, 2012 (2x4 No 2 and lower grades and smaller sizes), and all MSR/MEL grades Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate • Connected Wood Trusses. © 2012 MiTek@ All Rights Reserved dr W"Te, k" MiTek Engineering Reference Sheet: Mll-7473 rev. 01/18/2012 A, General Safety Notee,, 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 SCSI. 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. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 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. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. JOSEPH E. SMITH, CLE- 7F THE CIRCUIT COURT - SAINT LUCIE Cr�Ty FILE # 3705495 OR E' 3391 PAGE 709, Recorded 05/18/201',, 'r12:32 PM LEER. RECOR DING -RETURN TO: PERMIT NUMBER: �•• ihi,ap;o. i>r.:•vrrnlLa':J: vtdim; L,B •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. 1. DESCRIPTION OF PROPERTY' !Legal description and street address) TAX FOLIO NUMBER: 3.4 1 4 — S n 1 —1 7 01 — 0 0 0 9 n Spanish"'. W SUBDIVISION s— 1° RLbCIC TRACT LOT BLDG UNfT al�n c <SCX 4ZI, Section 26 Township 36s Ranae 40E (y 2.GENERAL DESCRIPTION OFIMPROVEMENT: single family residence `Jy 3 OWNER BVFORMATION: a. Name w3rnn= Bili l erg Cnrpn a t i an b.Address 8000 S. U51, Suite 402, PSL, FL 34952 c. interest in property d. Name and address of fee simple titleholder (if other than owner) 4.CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: Wynne Development Corporation 8000 S_ US1, Suite 402, PSL, FL 3495 777-1178-9913 I 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: / n 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by / U ' Section 713.13 (1)(a) 7., Florida Statutes: oNAME. 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_. WA RNLNG TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEM ENT ARE CONSIDERED DAPROPER PAYMENTS UNDER CFIAPTER 713 PART 1 SECTION 717 I7 FLORIDA STATUTES AND CAN RESULT IN. YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY A NOTICE OF COMMENCEMENT MUST BE RECOROEO AND POSTED ON THE JOB SrTE BRC THEF T P 10 1F Y M ND T BTA F AN M CONSULT w r YOUR ND _ OR AN ATTO N RCOMMENCPt K R RECORDDV6 Y N-OMMENCEMENT. Matthew Lyle Wynne, Vice —President Signature of O—cr or Print Name and Provide Signatory's Tille/Onicc Owner's Authorized Officer/Director/Pariner/Manager State of Florida County of Sit - f. n r i e- The foregoing instrument was acknowledged before me this (e% day of . 201__� By Matthew Lyle Wynne ,as !LE 7- (Name of person) (Type of authority... e.g. owner, officer, trustee, attorney its fact) For Wynne Building Corporation V.-I, of party on behalf of whom instrument was executed) Personally Known_ or produced the following type of TD: _ DOROTHY ANN HAMER ''� /1 �, f) r'. s : Notary Public - State of Florida 2012 _IJa QoT7-f 4 f+NN AFiY�'C �,i(,•I (,�iwr �-7V My Comm. licplras Oct 2, 2012 (Printed Name of Notary Public) (Signature of N Public) t>ra s+: Commission M DO 827096 "`Y �F.• Bonded Through National Notary Assn. Under penalties of perjur , I de rc that I havZts)'Authorized egoing and That the facts in it are Iruc to the but of my tto.vle ge an belief (section 92.525, F ri tatutes). of O vn Officer/Direclor/Partner/Manager who signed above: BY' By Pk.. 0N3W70a7(R, ,d;nrl STATE Of FLOWA ST. LUCIE COUNT`! THIS BTOCERT!F''T11),TT!''SISA TRUEANnCQ+y;:4: i;::t': THE ORIGINAL J F N `' (1'u Cl FRK ark Dallis: oL St. Lucie County .Building & Zoning Deparbnent ,. 2300 Virginia Avenue ° I+ ort Pierce, FP 34982 772-462-21.65 Fax 772-462-6443 Request for 30-Day Temporary Power Relea;•;e Date. _�i ��� �`'- Permit Number: Property Address: THE UNDERSIGNED HEREBY REQUEST RELEASE OF ELECTRICAL. POWER TO THE ABOVE DESCRIBED PROPERTY, FOR A PERIOD NOT TO EXCEED T 2TXRTY (30) :DAYS, FOR THE PURPOSE OF TESTING SYSTEMS AND EQUIPMENT IN PRTPAEATION FOR FINAL INSPECTION. IN CONSIDERATION OF APPROVAL OF THE REQUE,11 WE HEREBY ACKNOWLr',J)GE AND AGREE AS FOLLOWS: I.. This temporary power release is requested for the above stated purpose only, and there will be no occupancy of any type, other than that permitted by eonst:'uction during this time period. 2. As witness by our signatures, we hereby agree to abide by all terms and coviditi ins or this agreement, including Building Division Policy, which is incorporated hei ein by reference. 3. X11 conditions and requirements listed in the attached document entitled "Requirements for 30 Day Power for Testing" have been fulfilled and the premise is ready for compliance inspection. 4. All requests for an extension beyond 30 days must 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 $1.00.00 will be required to lift the Stop Work Orden WE HEREBY RELEASE AND AGREE TO HOLD HARMLESS, ST. LUC[E COUNTY, AND THEIR EMPLOYEES FROM ALL LIABILITIES AND CLAIMS OF A.NN TYPE OF NATURE WHICH MAY ARISE NOW OR IN THE F,UTURR, OUT OF THIS TRANSACTION, INCLUDING ANY DAMAGE WHICH MAY DR. INCURRED DUE TO THE DISCONNI ,CTION OF ELECTRICAL POWER IN THE EVENT OF VIOLATION OF THIS AG)REFMEN7.'. OWNER SIGNA, GE.N Al:. C'ONTfZACTOR SIGNATURE TE DATE DATiF� 3-JUL-2012 03:30 FROM:SOUTH COPgT 7723446042 V1/U4/:eU11 12.140 t124 SLC TQ:4F,,26443 P.1/1 PAGE 01/01 co Fort PkffM Fl. 34982 772-4192-2172 Rm i7' + ITE of TERMITE ltUcrioN SOIL TR PEpwr #:�lc 05 - o�6 E']I BUILDSKONTRACTO : II PEST CONTROL CONTRA&OR: PEST CONTROL UCENSE:. wer the under34t iereY subtammmn tamitm in am Squaws feet N any Pe=ntage of solution: _ Data OfTr omnt: �ootlng �a Theatrrisnt 1-lt Treatment Re -Treat '1" Treaetmem — PAI Treat I❑ G y the we have pry tt►e abav4 descdbled cc v with the standards of the Nati 1`e4 C X001 Champ used: C-Y!1 5 �- Total gallons used: / D _ Time of TreabrAft%a� 3 b _1* enL 14 n. ' "ture cj5dernNftr Agoie: 77W*Mu* ds a dxnA w 1& eaoo rspu�led d art or wd M& mwt•be on d*pb so !b be p&ted tp by Ms iaafa' bf &w cf affd1 Lax. � �7 J'bb� and a I�'J nwak n JL•e dwryi�4 1 - 1°SCi. &LIS awroxft anal lbrgawe�► alert A p &we e�aA'brr � hs �Ae! a4�piber � � as ee�ah nod � aiod, paa aw Ib or pr ao *& b to so &wtl�r �l fw &b47�► film 7M 77erbnW d�epodurt44 kwwwefft 4qQvwftr, emad' offt &wh#&V abbeit % eW &OW4 dmw*aV teed pamrt aromae�omaw and mmbw cepa r e raid Ev , s rMM of � ffef�es�aherr�l�/e�arr�rn�eerradJbrwierrri,[b lst�d 1Pifnr e�rar�a►cs►�aAr be cdprabr m t �eJ brr�ig ern/. St Luck Coonty requires for 06 Anal Inspecdon for CO. a Fame* Slicker 0 be planed on 3—JUL-2012 01:25 FROM:SOUTH COP-T 7723446042 T0'4(--,?6443 P.1/1 taa�es��taxi 12:48 /'14b2b4I $ sic PAGE 01/01 PERMIT #: o)- 05 - d BUILOEWCONTRACTOR: !-4 PEST COOL COT7� f PST CONTROL LICENSE #I0 We, the understgrIedt hereby subte+rm mn termites In *= Square feet if area txwtadx? Pere of splution: �� halm of TreatMent 7 --jootlnsl� li'eabri�t Re-11ree�t Tr+eabrierrt R&Treat .119 Trvabront RrTremt C0urITY TE OF TERNM tumoIV SOIL TRl Z,4-1 A that we have p VmMd Vo above, with the standards of tie National, t) t huT ic* Used: ` 'Total gallons used: lime of ThmAmant: Tri ---Y -Try .Lq' .WTI _„Perimeter far { skjmturs of im to bo OM+n► ear, by dW Ji &W cf d cow or lie dAwdd aC'1o,42.d Coro afA�at Ge #hrpM"W2Wnofft7n&t A i s m#bo p m*iw ib m ome &p*a& rmatnwit 6ww*waw as osO ram; pooft s ahoyfrmcP 06P 4,bfta m w&wdwa w&& G7erffikotC &Wpmddie A►e� prxs(rKt to Qoien y of tie4qgWw, ffx and d heated aliens l "W4 port ��(orr 8nd►xn�r+ba'afgal mod, tr► a IP/4�Ct�b ��t[� �If7i�7I11e7�yGd�1"ll!V'IIH�� be mWodortreo 1Aae/ba apl. St Lucb Ownty requkir br t� final Inepewon flow 00, a peft Lie lint "t ►wad t& ftspoe m w d�a�ddMa ben sew a wn b rr�,1�1 , dfto Am 77M 7ANVYXW lob r�d�b� � ef ww bw&ent drat MkJo r �D be pbmd cm No. I DESCRIPTION _ Soo on -2- LOCAL DESIGN CRITERIA (Table .2(1) unless noted otherwise) _ Floor live load (Table R301.5) �/ 5 Roof live load (Table R301.6) 3 7 Ground snow load Al i BUILDING PLANNING (Chapter 3) Weathering area (� I , , /I c d' Frost line depth psf Termite area Y�q y /VGA v psf Decay area 4., / fa psf Basic wind speed % 'to mph Wind exposure category (R301.2.1.4) G High wind design criteria applicable .(R301. 2.1.1) I / S Seismic design category (SDC) [Figure R301.2(2)] ov l A SDC C&D provisions (R301.2.2) Winter design temperature .112 Ice barrier underlayment required "-- r/" Flood hazards EXTERIOR WALL LOCATION (R302) 1V/A 1-hour rating for exterior walls located less than 5 feet from lot line (R302.1, Table R302.1) Exterior wall openings/penetrations and pro- jections (R302.1, Table R302.1) ROOM PLANNING REQUIREMENT S 3u;j tnrou n ceilin njua ce te ht Area7-gii Use riWidth Natural ventilation"Living 120 7'-0" 7'-0"oor area 4% floor area Dining 70 T-0" T-0" 5oor area 4% floor area Kitchen N.A. N.A. T-0" 5`-0 oor area 4% floor area Bedroom 70 7'-0" 7'-0° 5'-0" 8% floor area 4% floor area Bathroom N A N A T-0" 5'-0"t 3 square feet 1'/Z square feet . See Sections R303.1 8 R303.3 for mechanical ventilation and arlificial light t 6'-B,, min. over plumbing fixtures. 0"'- Required heating (R303.8) SANITgTION (R306 and R307) L/! Water closet Lavatory Tub or shower Kitchen area with sink 30) Sanitary sewer (Chapter / //i4 Private disposal (Appendix f) GLAZING (R308) % 1-51 Identification (R308.1) AL/0 Louvered windows or jalousies (R306.2) l �y,+F Human impact Ioadalhaiai=dous7ocat"rons— (R308.31R308.4) Skylights and sloped glazing (R308.6) GARAGES AND CARPORTS (11309) V No opening between garage and sleeping room (R309.1) V Opening protection (garage to residenae 13/s" solid wood doors, 20-minute fire -rated doors (R309.1) Penetrations (R309.1.1, R309.1.2) Garage -dwelling separation; '/2"gypsum board on garage side, except %1' Type X re- quired below habitable rooms (R309.2) -3- Floor surface noncombustible; sloped floor (R309.3) Carport: open two sides; noncombustible floors; sloped floor (R309.4) EGRESS R310 - R312) Basement and sleeping room window for emergency escape: opening 5.7 square feet (grade floor, 5 square feet), 24" net clear height, 20" net clear width; maximum sill height = 44" (R310.1. R310.1.4) A/ 114 Window wells (RV0.2) lv (*'A Exit balconies (R311.2.1) Exit access or hallway >— 3' (R311.3) One exit from each dwelling unit (R31f.4.1) cl' Landings for doors (R311.4.3) Stairways; minimum width = 30"; maximum stair rise = 731411; minimum tread =10" with 3/4"-1'/4" nosing; minimum headroom = 6VI (R311.5J Landings for stairways; minimum dimension 36" (R311.5.4) IVIA Special stairways (R311.5.8) /✓ jft Ramp slope (1:12 maximum) (R311.6) �A Ramp landing, minimum Tx T (R311.6.2) I,0 Ramp handrails; one required if slope > 1:12 (R311.6.3) Under stair protection (R.- -- ' ?.2) UwtLLING UNI I btrnnHI rvry Ir%j " Handrails; required on or,6 „Je of stair, hand- rail height = 3411 to 38"; Type I or Type II grip (R311.5, 6 - R311.5.6.3) Stairway illumination (R303.6, R311.5.7) Guards: required for porches, balconies, ramps, open sides of stairs, or raised floor su' faces > 30" bbove floor; 34"-36" minimum guard height (R312.1) Two-familydw-;s:l-hourfire-resistance rating (R317.1; Supporting construction (R317.1.1) Townhouse: 2 hour exception (R317.2) Continuity (R317.2J) Townhouse parapet (R317.2.2) Townhouse structural independence (R317.2.4) Opening limitations (R312.2) Rated penetrations (R317.3) SMOKE ALARMS (R313) MOIIS�T-URE VAPOR RETARDERS (R318) Location and interconnection (R313.2) 111"(Required (R3M.1) Power source (R313.3) DECAY AND TERMITE AREAS (R319 and R320) so ,r. so ✓ Protection required (Table R301.2(1), R319.1, 1415-10' Labeling (R314.2) 1-1 114 Surface burning, thermal barrier, specific ap- proval (R314.3 - R314.6) WALL AND CEILING FINISH (R315) lame spread (R315.1) Smoke -developed index (R315.2) INSULATION (R316) Flame spread (R316.1) Smoke -developed index (R316.1) Attic (R316.4) %e'S'° Quality. mark (R31g.2 and R320.1.1) SITE ADDRESS (R321) Premises identification (R321.1) ACCESS ILITY (R322) V Accessible dwelling units applicable (R322.1) ELEVATORS/PLATFORM LIFTS (R323) fi/ !r1 Referenced standards FLOOD -RESISTANT CONSTRUCTION (R324) General (R324.1) 1 44 Hazard area and elevation requirements (R324.2 and R324.3) Design professional (R324.3.6) FOUNDATIONS (Chapter 4) MATERIALS (R402) /04 Wood foundations (R402.1) 0 Sill plale bolting in concrete/masonry = I/z" di- ameter bolts or as required for unbalanced fill V Concrete, compressive strength (R402.2) within 12" but not less than 7 bolt diameters from corner, 7" embedment (R403.1.6, Table �ODTINGS-(F�4D3)--------�---------------------------R-404�(2�' . &- Soil bearing value (R401.4, R403.1) ooting width (see page 5) Footing edge thickness = 6" minimum; footing projection = 2" minimum, but 5 footing thick- ness (R403.1.1) Footings in SDC .0 or D (R403.12 R403.1.3 and R403.1.6.1) Depth below (outside) grade =12" minimum; but below frost line except for frost protected footings. (R403.1.4, R403.1.4.1 and R403.1.4.2) 'y.- Footings adjacent to slopes (R403.1.7) . r� Frost protected shallow foundations (R403.3) FOUNDATION WALLS (R404 - R406) Top reactions, support, anchor bolt spacing [Tables R404.1(1) and R404.1(2)] Av�( Masonry and concrete foundation walls R404.1. i, R404.1.2) -4- 5DC D provisions (R404.1.4) Maximum wall height (Tables R404. i(i) - R404.1(3) and Tables R404.1.1(1) - R404.1.1(5)] TABLE R403.1 MINIMUM ui- CONCRETE OR MASONRY FOOrING5 UnchPGt_ LOAD -BEARING VALUE OF SOIL (p- 1,5uu 2,000 i 3,000 conventional It ht-frame construction 1-storms_ 12 12 12 >_ 4 OQO 12 2-stor i5 12 12 12 3-stor 23 17 1Z 12 4-inch brick veneer over light frame or tt-inch hallow concrete masonry 1-story 12 12 12 12 2-story 21 16 12 12 3-stor 32 24 ifi 12 ff-Inch solid or fuliv 1-star arouted 1-113sonry 16 12 12 12 2-story29 3-story 42 21 14 12 32 21 16 For5b- 1 inch = 25.4 mm, i pound per square foal = 0.0479 kPa - Ierr,.,,,, ...r.,;n„ rm Fnnrrnn wirllh ie 17 inrhaS a single wvihe of solid or fully grouted 12-inch nominal concrete masonry units is permitted. FOUNDATION WALLS (cont'd.) Maximum unbalanced fill height (Tables R404.1(1) - R404.1(3) and Tables R404.1.1(1) - R04.1.1(5)] Structural requirements (R407.3) Minimum nominal. wall thickness (Tables Anchorage (R407.3) R404.1(1) - R404.1(3) and Tables R404.1.1(14 R404.1.1(5)] Wood columns ( minimum 4" square) (R407.3) Reinforcement size and spacing [Tables Steel columns (minimum 3" diameter, standard f R404,1.1(2) - R404.1.1(5)] weight) (R407.3) Height above.finished grade (R404.1.6) UNDER -FLOOR SPACE (R406) R404.3 8 2 Sill plate size ( ) Ventilation (R40B.1 and R40 . ) Protection from decay or corrosion (R407.1 and R407.2) Insulating concrete forms (ICF) (R404.4) Unvented crawl space (R408.3) Drains required if habitable or usable spacesf Access (R408.4) are below grade* (R405) Soil class (Table R405.1) Removal of debris (R408.5} Finished grade (R408.6) Dampproofing if basements are below grade* (R406.1) Flood resistance (R408.7) Waterproofing if high water table* (R406.2) if uninhabitable, see under -floor space (R408) FLOORS (Chapter 5) WOOD JOISTS AND GIRDERS (R502) — Bearing 1:5' mint 1 3'b masonry or concrete) and lapped joists (Y) Species and grade (R502.1) (R502.6, R502.6,1) Joists — Sleepin areas, LL = 30 psf Lateral restraint and bridging (R502.7, [Table R502.3.1(?)] J R502.7.1) Joists — Nonsleeping areas, LL = 40 psf Drilling and notching (R502.8) [Table R502.3.1(2)] Cantilevered joists (Tables R502.3.3(f) and __. Fastening (R502.9) R502.3.3(2)] _ Framing of openings (R502.10) Girder spans and header sppans for exterior Wood trusses (P502.11) f bearing walls [Table R502.5(1)] — Girder spans and header ns for interior Draftstopping (R502.12) sppa bearing walls (Table R502.MY -- Joists: under bearing partitions (R502.4) -5- LUMBER FLOOR SHLAI HIND (H503.1) STEEL FLOOR FRAMING (R505) ,• Allowable span (Table R5L Cold -formed stet plicability limits; in -line End joints (R503.1.1) framing (R505.1, WOOD STRUCTURAL PANEL SHEATHING (R503.2) Structural framing (R505.2) Grade (R503.2.1) f Material (R505.2.1) Thickness (R503.2.1) Identification (R505.2.2) I Allowable spans (Tables R503.2.1.1(1) and Corrosion protection (R505.2.3) R503.2.1.1(2)j Fastening (R505.2.4) Installation [Table 60Z3(1)] PARTICLEBOARD UNDERLAYMENT (R503.3) Grade (R503.3.1) , Thickness (R503.3.2) Floor construction (R505.3) C?�(//NXTE FLOORS (ON GROUND) (11506) Thickness: 3112" minimum; Concrete strength �,-(R506.1) fill = 8 maximum sand or gravel fill = 24" TREATED -WOOD FLOORS (ON GROUND) (R504) / �(R506.2.1) Base course: 4" thick with maximum 114" Base course: 4" graded with 2" maximum PAgravel or'/," crushed stone (R504.2.1) �ggmgale (R506.2.2) _(R504.2.2) Moislure barrier: placed over base course / Vapor retarder (R506.2.3) Materials (R504.3) WALL CONSTRUCTION (Chapter 6) GENE�RALL 601) esign (R601.2) cladding wind loads able Component and I g IT �1.2(2)] Windows in windborne debris regions (R301.2.1.2) WOOD CONSTRUCTION (R602) lt�_ Construction [Figures R602.3(1) and R602.3(2)] — - -- �--Stud-grade-(Fi?60�•2)—..-- -- ------ -- _ ------ --- %ti Exterior walls (R602.3) Stud spacing (R602.3.1) ,1" (1&1- Interior load -bearing walls (R602.4) Interior nonbearing walls: 2" x 3" at24" O.C. or 2" x 4" flat at 16" o.c. (R602.5) I;v /0 Drilling and notching — studs (R602.6) Drilling and notching —top plate (R602.6.1) /P f Headers (Tables R502.5(1), R502.5(2), R602.7.2 and Figure R602.7.21 -6- Fireblocking (R602.8) (A Cripple walls (R602.9) Wall bracing method (R602.10.1 and R602.10.3) Wall bracing amount and location (Table R602,10.1) Wall bracing length (R602.10.4) k 0- SDC D (R602.10.9, R602.10.11 and R602.11) STEEL WALL FRAMING (R603) Structural framing (R603.2) Material (R603.2.1) Identification (R603.2.2) Corrosion protection (R603.2.3) Fastening (R603.2.4) Wall construction (R603.3) Headers (R603.6) Structural sheathing (R603.7) SHEATHING (KbU4 ano hbub) INSULATING CONCHEIt ruruvl MALL. CONSTRUCTION (R611) General design O;,- -i and R611.2) Wood structural panels (R,, Particleboard (R605) MASONRY CONSTRUCTION (R606 - R610) General design (R606) /A �� SDC C and D (R606.12) Unit masonry (R607) A/ %- Multiple wythe masonry (R608) f/ Grouted masonry (R609) Glass unit masonry (R610) WALL COVERING (Chapter 7) //L' �'/L Wood shakes and shingles (R703.5) WALL COVERING (R702) Plaster material (R702.2) F' �14 faster support (R702.2.1) �ypsum board material (R702.3.1) Gypsum boaiFd support, application and fas- tening .(R702.3.2 - R702.3.8) Ceramic the (R702.4) Other finishes (R702.5 and R702.6) EXTERIOR WALL COVERING (R703) Water -resistive barrier (R703.2) Wood siding (R703.3) Attachment and minimum thickness (Table R703.4J ROOF -CEILING CONSTRUCTION (Chapter 8) Type of ICF wall design (R61 f,3 - R610) Construction requirements (R61i.7- R611.9) CONVENTIONAL CONCRETE WALL CONSTRUCTION (f i612) �~ /�_ Design basis (R612.1) WINDOWS & DOORS (R613) General; window sills; performance; testing and labeling (R613. i - R613.4) — GENERA/AL (R801) Design (R801.2 and R801.3) Component and cladding wind loads [Table R301.2(2)] ROOF FRAMING (R802) fy 1'� Fire=retardant-treated wood (R802.1 � t1 Framing details (R602A' ' I ,�f irk Rafter tie (4` o.c.) (R802.3.1) Collar ties (4' o.c., in upper third of attic) (R602.3.1) . Stone & masonry veneer (R703.7 & Figure R703.7); Steel angle lintels-4" minimum bear- '7-- ing each and (R703.7.3) f Veneer ties: #9 U.S, gage wire or#22 U.S. gage byte" corrugated metal; 24" o.c. maxi horizontal spacing; 2.67 square feet rnum maximum area supported (wind> 30 psf and SO C or D, maximum area = 2 square feet) (R703.7.4.1) A/ 7' Flashing (R703.7,5 and R703.8) ��° Exterior insulation finish systems (R703.9) Fiber cement siding (R703.10) /,// a Lateral support and bridging (R802.8) w Framing of openings (R802.9) Wood trusses (R802. L-A.. �- Roof tie -down (R802- ''I . 9 CEILING JOISTS [Tables R802.4(1), R802.4(2)) A $U2. ��� f -----.--- hbutattic storag,:. LL = Ops` With attic storage LL = 20psf Spacing species _— P Grade /L'/(4� Purlins 2" a 4" at 4' o.c. minimum) . ol-2.1 it Span (Figure t p.j,.2,3-1 Size py �,f� Bearing (R802.- Ji: Cutting and notching (R802- Engineered wood products (R802.1, b .1 -7- STEEL ROOF FRAMING (R RAFTERS [Tables R802.5.1(1) - R8( I (8)] Ground snow load/LL = 20psf Controlling design (LL or snow) Ceiling attached/ceiling not attached Spacing Species aGrade Span Size Hc/HR; Adjustment factor General (R804.1) Structural framing (R804.2) Material (R804.2.1) dentification (R804.2.2) Corrosion protection (R804.2.3) ' Fastening (R804.2.4) Roof construction (R804.3) Roof tie -down (R804.4) ROOF VENTILATION (R806) Ventilation requirements (R806.1, R806,2, l G de :2� 7) Thicknesscess requirements (807.�i) N� TW allowable stresses/grading Allowable spans [Table F?503.2.1.1(1)] 803.�.2 INSULATION CLEARANCE (R608) /A4/ Insulation requirements (R806.3; R808.iJ Installation (R803.2.3) ROOF ASSEMBLIES (Chapter 9) ROO�F.CL SIFICATION (R902) oof covering materials (R902.1) WEATHER PROTECTION (R9O3) Flashing (R903.2) Coping (R903.3) rC/�r' Roof drainage (R903.4) MATERIALS R904) Compatibility; specifications; physical _-._characteristics, _L�e_�tif cation (R904_2 - _ R904.4) - - REQUIREMENTS FOR ROOF COVERINGS (R905) Asphalt shingles (R905.2) Clay and concrete tile (R905.3) Metal roof shingles (R905.4) Mineral -surfaced roll roofing (R905.5) Slate and slate -type shingles (R905.6) jl'/ Wood shingles (R905.7) ;;t,(A Wood shake's (R905.8) �(1' It -up roofs (R905.9) Metal roof panels (R905.10) Modified bitumen roofing (R905.11) rr' 11-V Thermoset single -ply roofing (R905.12) Thermoplastic single -ply roofing (R905.13) Sprayed polyurethane foam roofing (R905.14) ' Liquid -applied coatings (R905.15) (R906) ;Y,,FLATION eneral (R906.1) REROOFING (11907) Materials and methods (R907J) 114LStructural support (R907,2) . Recover vs replace (R907.3) -8- MASONRY FIREPLACES (131001) Spark arrestars (R1 i) Construction (Figure R100i.1 and Table Wall thickness; >_ 4" (Ri003.10) R1001.1) Flue lining - material/installation (Ri003, 11 and _ SDC D reinforcing/anchorage (R1001.3 and R1003.12) R1001.4) ! Multiple flues (R1003.13) Firebox walls and dimensions (R1001.5 and Flue area (appliance) (R1003.14) R1001.6) Flue area (masonry fireplace) (R1003.15) / Steel fireplace units (R1001.5,1) Inlet (R1003.16) Lintel (noncombustible) (R1001.7) Cleanout opening (R1003.17) Hearth extension material (R1001.9) Chimney clearance (R1003.16) _ Hearth extension (R1001.10) Fireblocking (R1003.19) Fireplace clearance (R1001.11) Chimney crickets (R1003 20) _ Mantel and trim (R1001.11) FACTORY -BUILT FIREPLACES (R1004) _ Fireblocking (R1001.12) Labeled and listed (R1004.1) MASONRY CHIMNEYS (R1003) _ Installation (R1004.2) Construction (Table R1001.1, R1003.2, FACTORY BUILT CHIMNEYS (R1005) R1003.3, and Figure R1001.1) Listed and labeled (R1005.1) _ Corbeling (R1003.5) Installation (R1005.3 and R1005.4) Changes in dimension (Ri003.6J 1 EXTERIOR AIR SUPPLY (R1006) Additional load (R1003.8) _ Termination (R1003.9) Intake size (R1006.2) ENERGY EFFICIENCY* (Chapter 11) Building envelope (N1 i02) Compliance; material and equipment (N1101.2, N1101.3) Mechanical systems (Ni103) e✓J Climate zone (Table Ni101.2) 'see energy conservation plan review record MECHANICAL (Chapters 12-23) n j Appliance labeling (M1302, M1303) f r Appliance access (M1305, M1401) let- f %� AA pliance installation (M1307) c/ Heating and cooling equipment; heating ter9 4) ZExhaust and cooling load calculations ( P systems (Chapter 15) Duct systems (Chapter 16) j✓ ( Combustion air (Chapter 17) �— Chimney (Chapter 10 andlocation and terminations Chapter 16) ' pecial fuel -burning equipment (Chapter f9) I!f�Boilerslwater heaters (Chapter 20) N Hydronic piping (Chapter 21) fl/ /W Special piping and storage systems (Chapter 22) Solar systems (Chapter 23) Penetrations of fire -resistance rated assem- blies (R317.3) In Application (G2401,1) General regulations (G2404) Pipe sizing (G2� Piping materials (G2414) Appliance location (G2406) Air requirements (G2407) -installation (G2408) . Clearances (G2409) Electrical and electrical bonding (G2410, G2411) f'- " Water service location and depth (P2603, Piping installation (G2415 and G2419) Piping support (G2418 and G2424) Valves, controls, connections (G2420, G2421 and G2422) Venting (G2425 - G2428) Misc appliances (G2423, G2429 - G2453) Sanitary and storm sewer location and depth Drain, waste and vent pipe sizing and riser di- (P2603, P2604) agram (P3004, P3005, Chapter 31) Piping support (Table P2605,1)�Sumps and ejectors (P3007) Listed plastic materials (P2608) Backwater valves (P3008) Plumbing fixtures (Chapter 27) 1/2 - Fixture traps (P3201) C"/ Water heater size and location (Chapter 28) N r'- Penetrations of fire -resistance rated assem- blies (R317.3) ELECTRICAL (Chapters 33-42) 444 . Penetrations of fire -resistance rated assem- blies (E3302.2) n'71 Listed and labeled materials (E3303) Service equipment and location (E3501, �E3506) U/Service size and load calculations (E3502) y / Available fault current (E3506) Feeder requirements and load calculations (E3604) �vt/3 iring methods (Chapter37) c/ Required lighting and receptacle outlets (E3601, E3803) f Devices and lighting fixtures (Chapter39) v y Appliance installation (Chapter40) tr System grounding (E3507) . IV IA Swimming pools (Chapter.41) — Required-b�ancfi-clrcuI s (E3S03)- — -- —---ass2-remote-control signaling and power -lim- ited circuits (Chapter 42) MANUFACTURED HOUSING USED AS DWELLINGS (Appendix E) Provisions adopted (R102.5) Compliance with Appendix E verified : RADON CONTROL MEASURES (Appendix F) /V /'t Provisions adopted (R102.5) � Compliance with Appendix F verified -10- Provisions adopted (W, Compliance wit iendix G verified PATIO COVERS (Appendix H) Provisions adopted (R102.5) Compliance with Appendi �i verified PRIVATE SEWAGE DISPOSAL (A&W@0 adopted G BUILDINGS AND STRL&TURES (A�pendix J) J verified SOUND TRANSMISSION (Appendix K) Provisions. adopted (R102.5) Compliance with Appendix K verified NOTES -11- eE� St.Lucie County Building '&a Zoning) 2300 Virginia Ave •c(pR� Fort Pierce, FL 34982 BUILDING PERMIT SUB -CONTRACTOR SUMMARY Wynne Building Corporation will be using the following sub -contractors for'the (Company/Individual Name) project located atQ (Street address or Property Tax ID #) K_ It is understood that if there is any change of status regarding the participation of any of the sub -contractors listed below, I will immediately advise'the Building and Zoning Department of St. Lucie County. Trade Name of Company/Contractor St. Lucie County/ State of Florida License Number' Electrical S & W Electric, Inc. 2045 ER0009416 Plumbing Lind uist. Plumbino & Supply Co. 19150 CFC057672 HVAC/ Comfort Control of St. Lucie 8288 Mechanical CACO24379 Roofing Treasure Coast Roofincr & 2F6n7 waternroofincr. LLC CC('1329592 Gas IIPERMIT I I ISSUE DATE: NUMBER: G ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT O BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: of 05 State of Florida Certification Number (if applicable): ER OC7 0 q — �- W E le C 6- ►-C i rAC , have agreed to be the (Company Name/Individual Name) e leCf rica l sub -contractor for (fd{I- (Type of Trade) (rimary Contractor) \� for the project located at V� �\�� C)C�"\(_ �✓� (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: S 't bJ l:. L ee4 Y; c, -5n c , Address: City/State/Zip: Phone: -7%oZ.— 4/_6i�66 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 (If applicable): 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 SIGNATURE Business Name: Address: City/State/Zip: Phone: Wade Case PRINT NAME Lindquist Plumbing & Supply co Inc. 3185 Sneed Road Z:EA'_ DATE Fort Pierce, Fl. 34945 461-1969 email: lindquistplumbing@ymail.com nv—TC-F TT.CTi. f1NT ,V Vi" 1' JLVY PERMIT # ISSuE DATE G ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT .F �O BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: R 2 R R State of Florida Certification Number (If applicable): C A r 0 2 4 3 7 9 Comfort Control of St Lucie County. Inc. have agreed to be the (Company Name/Individual Name) air conditioning sub -contractor for Wynne Development Corp. (Type of Trade) (Primary Contractor) for the project located at (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 AllE REQUIRED Barry IGN PRINT NAME Zimmerman 15\ DAT Busin Comfort Control of St. Lucie County, Inc. Address: City/State/Zip: Phone: KIFANPAMM 16-M-112 El OFFICE USE ONLY: PERMIT # ISSUE DATE �y ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 26607 State of Florida Certification Number (If applicable): CCC 1 3 2 9 5 9 2 Treasure. Coast ` Roof itcr° & ' Waterproof irigy LLC have agreed to be the (Company Name/Individual Name) Roofing sub -contractor for Wynne Buildinq Corp. (Type of Trade) (Primary Contractor) for the project located at (Project Street Address or Property 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 Andrew Kri ska SIGNATURE PRINT NAME DATE Business Name: Treasure Coast Roofing & Waterproofinq, LLC Address: 181 4 SW Ri 1 tmor _ t City/State/Zip: Part St_:_ bueie, ET.- 34984 Phone: (7 7 2) 3 4 3— 8 3 0 3 email: OFFICE USE ONLY: PERMIT # ISSUE DATE I Par t is ST. LUCIE COUNTY BUILDING & ZONING 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 772-462-1553 FILLED LANDS AFFIDAVIT 1, the undersigned, am the owner of the following described property: -;a- of 3414-501-1701-000 9; Section 26 Township 363 & Range 40E (Tax ID/fL.egal description/Address) for which 1 have applied to St. Lucie County for a Final Development Perm.i.L In accepting this Final Development Permit, BP Number ,1 acknowledge Chat as owner or the above described property, and in accordance with Section 7.O4.O1(D), St. Lucie County Land Development Code, I shall be responsible for assuring adequate drainage so that the immediate community WILL NOT be adversely affected. I further acknowledge that In granting this permit for the development of this property, St. Lucie County .is neither obliged nor liable to provide for, or maintain in any form, adequate drainage O:Cf my property which will not adversely affect the immediate community. Matthew Lyle Wynne Property Owner Name Pr.,�,ertyu aw�ner SlinTa a.+ re-1,;; .Uate is STATE OF FLORLDA, COUNTY OF S t LL u c l e ACKNOWLEDGED BEFORE ME THIS DAY OF / / / I - I - Zo D BY Matthew Lyle Wynne WHO IS PERSONALLY KNOWN TO ME ORWHO 'HAS PR0t7UCLD AS MENTEFICCAATION. ,/) I Q SIGNATURE OF NOTARY TYPE OR PRINT NAME OF NOTARY (SI_AQ NOTARY PUBLIC TITLE R-hjyWW9ftNER y Notar Public - State of Florida • e My Comm. Expires Oct 2, 2012 Commission DO 827096 "o f ", Bonded Through National Notary Assn. Property Appraiser - St.Lucie C^»sty, FL Page 1 of 1 PROPERTY RECORD CARD Wynne Building Corp Record: 1 of 7 <<Prev Next » Spec.Assmnt Taxes Exemptions Permits Home Print Property Identification Site Address: 8000 S US HWY 1 ParcellD: 3414-501-1701-000-9G2 Sec/Town/Range: 26 :36S :40E Account#: 41242 Map ID: 34/26N Land Use: PRKG/MOBILE Zoning: CG City/Cnty: St Lucie County �! Ownership and Mailing Legal Description Owner: Wynne Building Corp ST LUCIE GARDENS 26 36 40 BLKS 1 AND 2 LYG ELY OF US #1 Address: 8000 S US Highway 1 R/W-LESS RD RS/W AND LESS AS IN ORS 2535-243 Port St Lucie FL 34952-2357 More... Sales Information Assessment 2011 Final Total Land and Building Date Price Code Deed Book/Page 2011 Final: 27031300 Land Value: 8739600 Acres: 271.84 1/1/1900 0 / Assessed: 27031300 Building Value: 18291700 Ag.Credit: 0 Finished Area: 76025 SgFt Exempt: Taxable: Taxes: 549970.73 BUILDING INFORMATION c+� osrsoarmsara ss Exterior Features View: - RoofCover: - RoofStruct: - ExtType: MHPK - MH Parks YearBlt: 1987 Frame: - Grade: C - C EffYrBit: 1987 PrimeWall: - StoryHght: 0010 -1 Story No.Units: 1346 SecWall: - Interior Features BedRooms: 1685 Electric: - PrmintWall: - FullBath: 0 HeatType: - AvgHt/FI: 1/213ath: 0 HeatFuel: - Prm.Flors: - %A/C: 0 %Heated: 0 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBlt. No. Land Use Type Measure Depth ASP2 - ASP2 LOW Y 1 7660 AV AV 1987 1 2800-PRKG/MOBILE XCS -Sq Feet 347500 2 2800-PRKG/MOBILE 130 -Site 1344 3 2800-PRKG/MOBILE XCS -Sq Feet 168035 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. http://www.pasle.org/paslc/prc.asp?prclid=341450117010009 5/21/2012 V f,r ZVI IZ Vf G'f r•AA If f4`10001OV Ur. NCA 19J VV I I V V I i ✓ 54550375 re it Y1 1 2-0 - Cuatamer Code: Comsr Jeb Number: q�30?66b5 CRAY HALLA8 CONCRETE CONIST „ 07l18,/1c *t=i.bY''HA1LL" CALL bouts SALVER ORK a� l LIM OFF tab 1 t r ,' 1 4� ; s; ` ,f`•1: , "t;'r .•,, r ,; rla, ,: ra' 'Le 5.: Tiatot NUlnber: , ,t `S� r r:Jri. •r:'�'''` "•< rt::�Lr , F. r � .r '15rr �,'Aprpp 'r.Y.r�'r; r', -, • ' r Itl r 'r ,'I1`.tu:t 1'N ,! t•t 1 H^lirt', t .r r .., . r : r ✓yr }u r ,n:w r r ,r•1, =tiuti.� r ..h�yy.• : k�r .. .�2 1 ! G 119 oa,e�ElgpC)G swrwp: 5, tad Trf°�f�'P 16dA8 b'f"Zr�F�MORRIS itneUoe: (�NFIS5TGFdl=D cYLOAD AFR60 IA_LCobE + ®UNT11T MC! ONT CNANTITr OMy UOUOM 10.00,.p,• -14a'00 10a00- - 3094 FRPM , � ..: •"f°� a pig 1.00 FliEf. SURCHARIZE 4u ' 1 44 a;o4t "14 ENVIROAIMENTAL �CNARGE' 9 2012 ' ' of `I' • .4 n ': ,f•,'�'1. ,: 1r `ll,lyv'. ' ' i j1 r .f „', ,y'�`'u'i 1pY i,r �•PI(4' I..f-1 "i.37''V. J',.� p ',. •. :rr +:mM1t:�`� :r , ,,� ,y'I'rf ?i `n•Is'tip",I+,': 'i id t}t � liiff•,F1r tlpK ,'.�9J,'n4.. . ch. ChaekM/AulhCode! slunetyrsofoq%wRsalWngCann: Ce�fR®aoked: TMICO3 crdarAfufeum�pCeltaof ] cdr ' WOW Gu nety Clfafmn: Commertte; Did you do your ofte of aftty? Did you identify hlaaerdo Did you use YOur giopgies when at pump? Did you use your safety av Did you commvnwiv im" I Iona to d*=b Wother drivers? nuvw: V r orwan 44n mama wrary oIMrt tJ (fates melgrlofo Where lM In0 Company aesumac no reapo"Wrhy for 0orwea Inw, curb or ner Cu leans of Bola .nd danuery end accople conemw oa la Dug to b Im nl raclorn oarl@el @pop 0Wety, Ike Cont9eny will rat' ftfxeol wly Iwpamlelilty fa the blehod BtUnud aonorele. Buyeta ";Spdona and W',me trtleil be.eeerned ee unless within ana busird" day aftai lho re4alpt aI materm, 98UNIVERSAL 'REV TRK: WATERADDED: OW GAL YARDS IN DRUM:�� WHEN ADDED. SIUNATURe CURB LINE CROSSED AT OWNER'SIAGENT'$ REQUEST; 0 LOAD WAS TESTED BY: pnatae, but the SPECIAL TERMS! Any water eedod is efl•la— nwn rlb4 11 at la If agrees to me a rig longer pua.q 1 wo out o our rpay to hazereo a, No aredh rer aeteyr ha Ia to US Inwrtlinp AUTHOR w ORIGIN w er oddedanpb,roxrateetrength ■kkr an0ler eya !rrnaaan. CAUTION: Meizdfll fir Ia the blowele of go poker kr Important Sheet for addlnonal Ifirernatklfl. LOAD NUM; I r 'VVl` �Iv�, ••O�` Professional Insulators of South Florida FTC Insulation Installation Certificate To: St. Lucie County Date: October 23, 2012 Re: 1205-0268 Lot/Block: Address: 36 Silver Oak Project: The undersigned hereby certifies that insulation has been installed in the above described property as follows: 1. Exterior CBS walls have been insulated with: Spray -on Cellulose Thickness in inches: Fiberglass Blankets Manufacturer: Fi Foil Rock Wool Blankets Density: X Aluminum Foil R-Value: R-4.1 Rigid Board Polystyrene Other Exterior (frame walls) have been insulated with: Spray -on Cellulose Thickness in inches: Fiberglass Blankets Manufacturer: Rock Wool Blankets Density: Aluminum Foil R-Value: Polyurethane Other 2. Ceilings (rear porch) have been insulated with: Spray -on Cellulose Thickness in inches: 10.25" Fiberglass Blankets Manufacturer: Owens Corning Rock Wool Blankets Density: X Fiberglass Blown R-Value: R-30 ICellulose Loose Fill Other Ceilings (Vaulted/Cathedral) insulated with: Fiberglass Blankets Thickness in inches: Fiberglass Loose Fill Manufacturer: Rock Wool Density: X Fiberglass Blown R-Value: Cellulose Loose Fill Other 3. Interior kneewalls have been insulated with: Fiberglass Blankets Thickness in inches: Rock Wool Manufacturer: * a. 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: 9 1/2" X Fiberglass Blankets Manufacturer: Fibertech Spray -on Cellulose Density: Polyurethane R-Value: R-30 I 10ther 5. The following have been insulated: CBC1254039 Competency # WYNNE BUILDING CORP Professional Insulators of South Florida, Inc. General Contract/Builder Insulation Contractor F� DUNKELRERGER engineering & testing, inc. 50l1 Density Test Report Project Name: Spanish Lakes Phase I Address: 36 Silver Oak Drive Project Number: PSL-09-3011 (BG 10.1)Permi}=No:: I203=026'8' Date Tested: 6/21/2012 Client Name: Wynne Building Corporation Technician Initials: BG 8000 South US 1 #402 Report Date: 6/22/2012 Port St. Lucie FL 34953 Project Manager: Dave Youngstrom Contact Number: (772) 343-9787 Attention: Matthew Wynne Test No. Probe Depth (in) l �.. Labo�;atory Proctor , Maximum Dry Density (pcf) Optimum Moisture %) Dry Density (pef) Cone Resistance (tsf) Moisture (%) Minimum Required Compaction M Percent MaximumResults Density M Test 1 12 107 12 105.2 --- 12.4 95 98.3 Pass 2 12 107 12 106.6 --- 10.3 95 99.6 Pass 3 12 107 12 105.9 --- 14.1 95 99.0 Pass Type of Field Density Test: F ASTM D 1556 ry-0 ASTM D 6938 F_- ASTM D 2937 Minimum Required Compaction Based on: W AASHTO T-180 (ASTM D 1557) r AASHTO T-99 (ASTM D 698) Nuclear Gauge Info: - Gauge No. 34488 Daily Standard Count: Density: 2318 Moisture: 720 estO 'SoiFT&Ype , . Elevation __�.._� on: 3 Test Locati6 Silver Oak brrve Structural Flll !, i 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) C . } a Elevation/Depth Referenced to: *' 7SoiliType _ l Ny , 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Roadway Subgrade 8 Stabilized Subgrade 9 Base Course r NGVD F M SL r Other: Inches below top of final 'r cc: Client...(1) Wynne Building.Corp., B. Bailey (field) ... (1) St. Lucie County Building Department... (1) Senior T. 3UN 2 5 Xiaoyan Zheng, P.E., PhD 2� FL Registration No. 68330 The original of thus report was signed and sealed by the registered engineer in accordance with Rule 61 G15-18011, of the Florida Administrative Code. This report is submitted as the confidential property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written approval. No other warranties with regard to subsurface exploration, recommendations or design are expressed by this firm. I Compaction percent estimated from cone penetrometer reading obtained with a Brainard-Kilman Model S-214 hand-held cone penetrometer. 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 Repots PR 30 Plant: Begin Loading: To Job: Arrive Jobe Start Unload: Finish Unload: Leave Job: Return Plant: Customer Code: Customer Name: Customer Job Number: Order Code / Date: �,� �...' . tt t y �`'r€k•}s`_Y trtL. 1. ./ C' C;;.j l,t�l•ry f.. _I`t_ f''.f tj �.i'»��I 1. �4. ril .`t,? ,. .. Project Code: Project'Name: Project P.O. Number.+ Order' P.O. Number: i I�{igi.�k( ,�,c yM4r_4i.}ti k bff -.. fi tµi 4 tYf fi$t�tl_`' Ticket Date: Delivery Address: Map Page: Map/Row/Column: � Delivery. Instructions: � Dispatcher;. i Cy �� ..;.,, .t+ •: �.„IILfy..t.:.. i rt �..^�� .. .. , _ ,t �F _ t r i t.}; ,!. t, . TicketNumber: Due On Job: Slump: Truck Number: Driver Number: End Use: r.. r. c i+: 4. .„rcW f t+)�.. f f i r I Lf.�Je:c:;° F(,verName:. r v f3fal:.; ..i_. b,:.L �-�"i'�lid±, r LOAD QUANTITY CUMULATIVE QUANTITY ORDERED QUANTITY MATERIAL CODE PRODUCTION DESCRIPTION' UOM UNIT PRICE AMOUNT { ,.r} a C; J Cash ] Check Charge Comments: Check # I Auth Code: Signature of Driver Receiving Cash: . I F Received: Total COD Order Amount to Collect Without Standby Charges: WATER ADDED: GAL YARDS IN DRUM: p ' a WHEN ADDED. SIGNATURE JUL 2012 CURB LINE CROSSED AT OWNERVAGENT'S REQUEST: SIGNATURE I . ❑ 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 ©HORIZED'S GNE: within one business day after the receipt of materials. % / 68UNIVERSAL 1",7(-'.I j'RI;; tiC7',,-` '.it"if.CUSTOMER l his Delivery Ticket incorporates herein by reference Buyer's previously executed Credit Application, it any, Seller's Standard Teens and Conditions, Seller's Quotat' if any, and Seller's Order Confinnation C ' iding limitations of warranties), as iffully set forth on this Delivery Ticket ("Agr( :nt"). Seller will. provide the Standard Tei 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. Safetv: Avoid contact with eyes acid 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 N10SH-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 920 Memorial City Way, Ste. 100 V5 combined Houston, Texas 77024 06/1.0 For further information, please visit www.cemexusa.com. Este ticket de entrega incluye como referencia A comprador (ya previamente ejecutada en su aplicacion de cr6dito); cualquier t6nnino estandar, condiciones del vendedor, propuestas del vendedor y orden de confumaci6n del vendedor (con fimitaciones y garantfas), como acuerdo total del ticket de entrega ("Contrato"). El vendedor proveera los t6rminos 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.ism.o. Acepta pagar el monto de acuerdo al contaato; al menos que se identi- fique con una nota al frente do este documento. AGREGADOS / CEMENTO / PRODUCTOS DE CONCRETO / CENIZAS VOLANTES Los productos de agregados son materiales naturaley 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 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 vo.l.antes pueden causar irritaci6n en los Ojos, quernaduras en pie]. y ojos, y reacciones al6rgicas en la piel. Concreto seco y polvo de agregados, pueden causar irritaci6n en los Ojos, piel y/o en la zona respiratoria. Polvo del manejo en el trituramiento, pulido, corte y/o perforaci6n 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 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 al 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 despu6s del manejo de materiales. Evite inhalar auxilios: polvos. Si se expone a polvos mas de los lirnites recc:rmendados, use protecci6n respi:ratoria. Primeros auxilios: En caso de contacto en los ojos, inmediatamente f7uya agua en la parte afectada por 15 rninutos. Si se inhala polvo, exp6ngase a afire fresco. Si el cemento fresco tiene contacto con sus ojos, lavelos a fondo con agua. Acuda a atenci6n m6dica inmediatamente si la irritaci6n continua. CEMEX 920 Memorial City Way, Ste. 100 V5 combinado Houston, Texas 77024 06/10 Para mds informaci6n visita www.cemexusa.com. d ZZCEMEX 54550080' Plant: Begin Loading: To Job: Arrive Job: Start Unload: Finish Unload: Leave Job: Return Plant; Custotne Code:, `-'5 CusfomenrNam : Y � ' f f l.. L. ` S t n f^ NI C R E-1 � � . r 01\11 ' T Customer Job Number: Ordelr Code / Date: 0, f 1 ProectCode} a t }wf Proe Nam`e:�- . <`R e �s 3 *tw..3,.tw�l„?', ProeclPA Numbert J Sunher rid.$tae is Y flr car g. r ! a is rder P.O. Number: e 4 s..,. e d tt�.. Ticket Date: Delivery Address: Map Page: Map/Row/Column: ' 44,i,f'1EYi ,;.Erf Delivery Instructions: Dispatcher: Ticket 1`umber:5 j00 r' �>t; i, �i�l__I_ Due On Job: Slump: Truck Number: Driver Number: Driver Name: End Use: LOS QUANTI,TY:y! CUMULATIVE_ QUANTITY4:a ORDERED c QUANTITY MATERIAL -CODE.,,. �, r� , _.' C"' ' Y ':' PRODUCTION DESCRIPTION ! ,J(_)dt l..( A,t-''_4 +ri ;-3 J;RC ia'�sf:'il. ['- S_7tXF'7.1.. :S5 •!.. rrYk .. � P1��' Mr t_,i. sI r:, ,IV f f �.3ft IYED I�3,'t•-ll... Cash Check # 1 Auth Code: Signature of Driver Receiving Cash: Check UOM�R I UNIT PRICE I AMOUNT � i ,I k • i F� Cash Received: Total COD Order Amount to Collect Without Standby Charges: Charge Comments: WATER ADDED: GAL YARDS IN DRUM`. e - WHEN ADDED. SIGNATURE I '" CURB LINE CROSSED AT OWNE;'S/AGENT'S REQUEST: SIGNATURE r� ❑ LOAD WAS TESTED BY: 7 Notice: Our drivers will make every effort to place materials where tlje ws Omer 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 "e'fi ckside of this ticket for important control after delivery, this Company will not accept any responsibility for the finished results. No. credit for safety handling jnfo'tmdtion, and to the material safety data,shdets for additional information. returned concrete. Buyers exceptions and claims shall be deemed waived unless made to us in writing AUTHORIZEDsSIGW URE: within one business day after the receipt of materials. _ ' t.s}. j 71; l.eIDA , NUM r. 68UNIVERSAL CUSTOMER This Delivery Ticket incorporates herein by reference Buyer's previously executed Credit Application, if any, Seller's Standard Terms and. ConditionQeller:s Quotatic any, and Seller's Order Confirmation (i ding limitations of warranties), as if'fully set forth on this Delivery Ticket ("AgreE_____it"). Seller will provide the Standard Ter id 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, pozzolah (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 sihca. 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 920 Memorial City Way, Ste. 100 V5 combined Houston, Texas 77024 06/10 For further information, please visit www.cemexusa.com. Este ticket de entrega incluye como ieferencia at comprador (ya previamente ejecutada en su aplicaci6n de credito); cualquier termino estandar, condiciones del vendedor, propuestas del vendedor y orden de confmnaci6n del vendedor (con limitations y garantfas), como acuerdo total del ticket de entrega ("Contrato"). El vendedor proveera los terminos estandares y conditions 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 menos que se identi- fique con una nota al frente de este documento. AGREGADOS / CEMENTO / PRODUCTOS DE CONCRETO / 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 albaiiileria, pozzolan (tipo IP), azulejo de azotea y estuco. Los productos de conereto incluyen cemento Portland y productos de agregados como piedra 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%n de silicio cristalino. Peligros: Mczcla de cemento fresco y/o cenizas volantes pueden causar irritaci6n en los ojos, quemaduras en piel y ojos, y reactions alergicas en la piel. Concreto seco y polvo de agregados, pueden causar irritacion en los ojos, piel y/o ell la zona respiratoria. Polvo del manejo en el trituramiento, pulido, torte y/o perforaci6n puede contener materiales silieos, los cuales pueden causar silicosis pulmonar y cancer si son inhalados. En caso de ser ingeridos, inantenerse en temperatura calida, reposar y tomar grandes cantidades de agua. Las cenizas volantes pueden .contener amoniaco. Se guridad: La humedad puede causar la liberaci6n del amoniaco. La inhalaci6n del amoniaco puede causar toser, irritacion o g quemaduras en ]a nariz, garganta y pulmones. Acudir .inmediatamente at medico. El riesgo en la sapid depende en ]a duraci6n y el nivel de la exposici6h. Seguridad: Evite el contacto con ojos y contacto prolongado con la piel. Use guantes, protecci6n en to$ ojos y ropa Primeros adecuada para proteccion. Ldvese 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 proteccion respiratoria. Primeros auxilios: En caso de contacto en los ojos, inmediatamente fluya agua en la paste afectada por 15 minutos. Si se inhala polvo, exp6ngase a aire fresco. Si el cemento fresco tiene contacto con sus ojos, lavelos a fondo con agua. Acuda a atenci6n medica inmediatamente si la initaci6n continua. CEMEX 920 Memorial City Way, Ste. 100 V5 combinado Houston, Texas 77024 06/10 Para rods information visita www.cemexusa.com. ZCC-ME X 54550077 7 7 o-s Plant: Begin Loading: To Job: Arrive Job: Start Unload: Finish Unload: Leave Job: Return Plant: 0 71 i'.­.,/ 10 9, Customer Code: Customer Name: Customer Job Number: Order Code,/ Date: Project Code: Project �Pmject�P,um Number; t0.b.'N64iber',­_. _-rAc,� tx­ Rpr� , , J4 Ticket Date: Delivery Address: Map Page: Map/Row/Column: Delivery�lnstruc'lions: Dispatcher r1!_1 Ali a, Ticket Number., pC.— C. 'J'j —1* L Due On Job: Slump: Truck Driver Numbe r: Driver ver Name: —7 d Use: 1 1 1 -ING _ DEL it 3 L 1) N �.-i �- E r 1 LOAD CUMULATIVE ORDERED MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT QUANTITY QUANTITY QUANTITY 17� �:-K3 3, 1 T T, E R M i. Cash Check# I Auth Code: Check Charge Driver Receiving Cash: Cash Received: Total COD Order Amount to Collect Without Standby Chargesa Comments: WATER ADDED: GAL YARDS. INDRUM: . WHEN ADDED—.' SIGNATURE - CUR CUX0 c5odgD� 09NER /AGEII� -7, -_7 SIGNATURE rU4L6AD W'A6r;(E'S_TtD 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 :ofthis ticket for important control after delivery, this Company will not accept any responsibility for the finished results. Nocredit for safety handling informaitioh, 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. X — 68UNIVERSAL CUSTOMER This Delivery Ticket incorporates herein by reference Buyer's previously executedCredit Application, if any, Seller's Standard Terms and Conditions _ , Seller's Quota if any, and Seller's Order Confirmation luding limitations of warranties), as-+:f Cully set forth on this Deli"Sry Ticket ("Agi ent"). Seller will provide the Standard. Te 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 / FLYASH 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 920 Memorial City Way, Ste. 100 V5 combined Houston, Texas 77024 06/10 For further information, please visit www.ceinexusa.com. Este ticket de entrega incluye como referencia al comprador (ya previamente ejecutada en su aplicaci6n de cr6dito); cualquier t6nnino estandar, condiciones del vendedor, propuestas del vendedor y orden de confirmaci6n del vendedor (con limitations y garantfas), como acuerdo total del ticket de entrega ("Contrato"). El vendedor proveera los t6rminos estandares y condiciones detal- lados on 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 monto de acuerdo al contaato; al menos que se identi- fique con una nota al frente de este documento. AGREGADOS / CEMENTO / PRODUCTOS DE CONCRETO / CENIZAS 'VOLANTES Los productos de„ agregados son materiales naturales como piedra caliza, dolomita, granito, coca vole inica, arena, grava y otros materiales 'silicios. Los productos de cemento incluyen Cemento de tipo Portland, de albauilerfa, pozzolan (tipo IP), azulejo de azotea y estuco. Los productos de concreto incluyen'cemento Portland y productos de agregados como piedra caliza, dolomita, granito, rota volcanica, arena, grava,.y otros materiales silicios.,Estos productos incluyen cenizas volantes (fly ash) la cual puede contener mds de 0.025% de silicio cristalino. Peligros: Mezcla de cemento fresco y/o cenizas volantes pueden causar irritaci6n en los Ojos, quemaduras en piel y ojos, y reacciones al6rgicas en la piel. Concreto seco y polvo de agregados, pueden causar irritaci6n en los Ojos, piel y/o en la zona respiratoria. Polvo del manejo en el trituramiento, pulido, torte y/o perforaci6n puede contener materiales silicos, los cuales pueden causar silicosis pulmonary cancer si son inhalados. En caso de ser ingeridos, mantenerse on 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 al medico. E1 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 proteccion. Lavese las manos con jab6n suave y agua,despu6s 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, inmediatarnente 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, l.avelos a fondo con agua. Acuda a atenci6n m6dica inmediatamente si la irritation continua. CEMEX 920 Memorial City Way, Ste. 1.00 V5 combinado Houston, Texas 77024 06/10 Para mas informaci6n visita www.cemexusa.com. Plant: Begin Loading: To Job: Arrive Job: Start Unload: Finish Unload: Leave Job: Return Plant: q- Customer Code: Customer Name: .1 I(, ., J 51D N E7, 1� !,"IA" , I N C, R T " -1-:, , -I Project Code: Project Name: C. Ticket Date: Delivery Address: Delivery Instructions: Customer Job Number: Order Code / Date: OC- Project P.O. Number: Order P.O. Number. Map Page: Map/Row/Column: Dispatcher: Ticket Number: 321 5 X,, 19 R Due On Job: Slump: Truck Number: Driver Number: Driver Name: End Use: 0,,,.' — I 1 5 r--" 0(­1 1 . . . -1 C� — - 1- —1 E -. � 1 ( . . -) , �),_; .% - J. Q - R. 0 ro COLP-;ANI B L - T-) 1,, 1 f U X T c HE. LOAD CUMULATIVE ORDERED MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT QUANTITY QUANTITY QUANTITY 7 17. 3i" Z, /L /11 2- T I _!,Jf lilt,: 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: JUL f WHEN ADDED. 0720121 SIGNATURE CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: SIGNATURE LI 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. 0 68UNIVERSAL rl_*TEI.? 1RK°- Ulf)*D NUW! U, . _1,; INVOICE This Delivery 'Picket incorporates here_ in by reference Buyer's previously executed Credit Application, if any, Sellers Star Teens and'Conditions, S—eIler's'Not i, if any, and. Seller's Order Confirmatior, ;hiding limitations of warranties), as tf set forth on this Delivery Ticket ("AL rent"). Seller will provide the Standard T ; and Conditions upon requo,st. Buyer a that, unless otherwise noted on the front hereof, all quantities and items were delivered as indicated and further expressly agre 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 o siliceous materials. Cement products include Portland cement, masonry, pozzolan (Type IP), roof tile, and stucco. Conc products include Portland cement and aggregate products including limestone, dolomite, granite, volcanic rock, sand, gravel, 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 rea Dry concrete and aggregate dust may cause irritation to eyes, skin, and/or respiratory tract. Dust from ha crushing, grinding, cutting and/or drilling may contain silica, which may cause silicosis and cancer if it If ingested, keep warm, at rest, and drink large amounts of water. Fly Ash may contain trace amounts of nia. Moisture can cause the ammonia to be released. Inhalation of ammonia can cause coughing and it or burns of the nose, throat and lungs. See physician. Health risk depends on duration and level of expos Safety: Avoid contact with eyes and prolonged contact with skin. Wear gloves, eye protection, and appropriate prote clothing. Wash bands thoroughly with mild soap and water after handling. Avoid breathing dust. If expo,, 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 air. If wet cement contacts skin, rinse thoroughly with water. Get proper medical attention if irritation persi CEME,X 920 Memorial City Way, Ste. 100 V5 combined Houston. Texas 77024 06/t0 For further information, please visit www.cemexusa.com. Este ticket de entrega incluye como referenc.ia al comprador (ya previamente ejecutada en su aplicaci6n de credito); cua termino estandar, condiciones,del vendedor, propuestas del vendedor y orden de confirmaci6n del vendedor (con limitacic garantfas), como acuerdo total del ticket de entrega ("Contrato"). El vendedor proveera los tetminos estandares y condiciones lados en caso de asf ser requeridos. Con este documento, el comprador acepta los mism.os ya antes mencionados y que .las canti y materiales fueron entregados como se expresa en el mismo. Acepta pagar el monto de acuerdo al contrato; al menos que se i fique con una nota al 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, grava y o materiales silicios. Los productos de cemento incluyen Cemento de tipo Portland, de albanileria, pozzolan (tipo IP), azulej azotea y estuco. L,os productos de concreto incluyen cemento Portland y productos de agregados como piedra caliza, dolo granito, roca volcdnica, arena, grava, y otros materiales silicios. Estos productos incluyen cenizas volantes (fly ash) la cual pu contener mas de 0.025%n de silicio cristalino. peligros: Mezcla de cemento fresco y/o cenizas volantes pueden causar irritaci6n en los ojos, quemaduras en piel y ojo reacciones alergicas en la piel. Concreto seco y polvo de agregados, pueden causar irritaci6n en los ojos, piel y/o rh lazona respiratori.a. Pol.vo del m.anejo en. el trituramiento, pu.lido, corte y/o perforaci6n puede contener materi silicon, los cuales pueden causar silicosis pulmonar y cancer si son inhalados. En caso de ser ingeridos, manten- en temperatuta caliza, reposar y tomar grandes caritidades de agua Las cenizas volantes pueden contener amoni Q Seguridad• La humedad puede causar la liberaci6n del amoniaco. La inhalaci6n del amoniaco puede causar toser, irritaci6 • quemaduras en la nariz, garganta y pulmones. Acudir inmediatamente al medico. El riesgo en la salud depende la duraci6n y el nivel de la exposici6n. ' , Seguridad: Evite el contacto con ojos y contacto prol.ongado con la piel. Use guantes, protecci6n en los ojos y r Primeros adecuada para protecci6n. Ldvese las manos con jab6n suave y agua despu6s del manejo de materiales. Evite inh auxilios• polvos. Si se expone a polvos mas de los limites recomendados, use protecci6n respiratoria. Primeros auxili.os: En caso de contacto en los ojos, inmediatamente fluya agua en la parte afectada por 15 minu Si se inhala polvo, exp6ngase a aire fresco. Si el cemento fresco tiene contacto con sus ojos, lavelos a fondo �, agua. Acuda a atenci6n medica inmediatamente si la irritaci6n continua. CEMEX 920 Memorial City Way, Ste. 100 G V5 combinado Houston, Texas 77024 06/10 Para mas informaci6n visita www,cemexusa.com. ,�y ccmcx - 5474329 Plant: Begin Loading: To Job: Arrive Job: Start Unload: Finish Unload: Leave Job: Return Plant: (" 9(`1 / 1. ("j'wlt')l Customer Code: Customer Name: �C''_. .G'. _ E,I"9y"'t.�'(:•,/ , j(�: I `:fr;ia-��:, •� �-�y(t -- Project Code: Project Name: Ticket Date: Delivery Address: Delivery Instructions: j}','1.'i ') f+` -`ice' `•t '. � i;t " ti. Customer Job Number. Order Code / Date: Project P.O. Number: Order P.O. Number: Map Page: Map/Row/Column: Dispatcher. Ticket Number: Due On Job: Slump: Truck Number: Driver Number: Driver Name: End Use: (;, �, c;(:y i�(j ' ;i 1+) k0G yf 011 DICKS, iC;; !.,7 1' LOAD CUMULATIVE ORDERED MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT QUANTITY QUANTITY QUANTITY %L i F t 9 Cash Check # / Auth Code: Signature of Driver Receiving Cash: Cash Received: Total COD Order Amount to Collect Without Standby Charges: Check Charge Comments: � WATER ADDED: GAL YARDS IN DRUM: Cam--- 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 AAUUTHORIZED SIGNATURE ) within one business day after the receipt of materials. ///f 68UNIVERSAL I' E'/' ' 't ` ' INVOICE OA)D dal Ifni This Delivery Ticker,incorprarates. herein by reference Buyer's previously execute+ ("-•Pdit Application, if any, Seller's Standard Terms and Conditions, Seller's Quotat if any, and Seller's Order Confinnation i iding limitations of warn�nties); as if fu11y set forth on this Delivery Ticket ("Agr(-,v.,«rnt"). Seller will provide the Standard Teli„� 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: I:n case of eye contact, immediately flush eyes with flowing water for 1.5 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 920 Memorial City Way, Ste. 100 V5 combined Houston, Texas 77024 06/10 For further infomation, please visit www.cemexusa.com. Este ticket de entrega incluye como referencia al comprador (ya previamente ejeeutada en su aplicaci6n de credito); cualquier t6imino estandar, condiciones del vendedor, propuestas del vendedor y orden de confiimaci6n del vendedor (con limitaciones 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 monto de acuerdo al contrcto; al menos que se identi- fique con una nota al 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 silicios. Los productos de cemento incluyen Cemento de tipo Portland, de albanilerla, 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: Mezela de cemento fresco y/o cenizas volantes pueden causar in7taci6n en los ojos, quemaduras en pie[ y ojos, y reacciones alergicas en la piel. Concreto seco y polvo de agregados, pueden causar irritaci6n en los ojos, piel y/o en la zona respiratoria. Polvo del. manejo en el trituramiento, 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 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 al 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 ad.ecuada para protecci6n. Lavese ]as manos con jab6n suave y agua despu6s del manejo de materiales. Evite inhalar auxilios• polvos. Si se expone a polvos mas de los limiter 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, lavelos a fondo con agua. Acuda a atenci6n medica inmediatamente si la irritacion continua. CEMEX 920 Memorial City Way, Ste. 1.00 V5 combinado Houston, Texas 77024 06/10 Para mas information visita www.cemexusa.com. ZZC C.— M C— X 54743295 Plant: Begin Loading: To Job: Arrive Job: Start Unload: Finish Unload: I Leave Joly. A Return Plant: C) Customer Code: Customer Name: Project Code: Project Name: Ticket Date: Delivery Address: 7 Delivery Instructions: "A 'L7 -j I" 7 Customer Job Number: Order Code / Date: 0 7 3 1 Project P.O. Number. Order P.O. Number: Map Page: Map/Row/Column: .:-" —' I ' N t' E. , Dispatcher -z f I Ticket Number: Due On Job: Slump: Truck Number: Driver Number: Driver Name: End Use: I J 1 -"7,,,. 9 5. 0 0 �:;- �" 0 (--? 2, G 4 -. i C r-)()(" 1., BILLY F'PAR--)L J) BLDNFi. EXT i-I E L I I LOAD QUANTITY CUMULATIVE I QUANTITY ORDERED QUANTITY MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT 7 0 147[ 1 Q 7. 8P. ij L :1— Cash Check # / Auth Code: Signature of Driver Receiving Cash: Cash Received: Total COD Order Amount to Collect Without Standby Charges: Check Charge Comments: WATER ADDED: GAL YARDS IN DRUM: WHEN ADDED. SIGNATURE CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: SIGNATURE Ll 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. 68UNIVERSAL I V LOAD NUi-il --3j INVOICE This Deliveiy"�'ficket'incorpoiates herein by reference Buyer's previously executed Credit Application, if any, Seller's -Standard Terms and Conditions, Seller's Quotat if any, and Seller's Order Confirmation i udin(y limitations of warranties); as if'fLklly set forth on this Delivery Ticket ("Agri."...ent"). Seller will provide the Standard Te..,.. 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 imitation 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 MOSH-approved respiratory protection. First Aid: In case of eye contact, immediately flush eyes with flowing water for 1.5 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 920 Memorial City Way, Ste. 100 V5 combined Houston, Texas 77024 06/10 For further infonnation, please visit www.cemexasa.com. Este ticket de entrega incluye como referencia al. 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 mismo. Acepta pagar of monto de acuerdo al contrato; al menos que se identi- fique con una nota al frente de este documento. AGREGADOS / CEMENTO / PRODUCTOS DE CONCRETO / 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 1P), azulejo de azotea y estuco. Los productos de concreto incluyen cemento Portland y productos de agregados como piedra caliza, dolomita, granito, coca volcdnica, 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 i.rritaci6n en los Ojos, quemaduras en piel y ojos, y reacciones al6rgicas en la piel. Concreto seco y polvo de agregados, pueden causar irritaci6n en Jos ojos, pie] y/o en la zonaxespiratoria. Polvo del manejo en el trituramiento, pulido, torte y/o perforaci6n puede contener materiales sili.cos, los cuales pueden causar silicosis pulmonar y cancer si son inhalados. En caso de ser .ingeridos, mantenerse en temperatu.ra 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 pulmone5. Acudir inmediatamente al 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 ]a piel. Use guantes, protecci6n en los ojos y ropa Primeros ad.ecaada para protecci6n. Ldvese las manos con jab6n suave y agua despues del manejo de materiales. Evi.te 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 pane afectada por .1.5 minutos. Si se inhala polvo, exp6ngase a aire fresco. Si el cemento fresco tiene contacto con sus ojos, lavelos a fondo con agua. Acuda.a atenci6n medica inmediatamente si la initaei6n continua. CEMEX 920 Memorial City Way, Ste. 100 V5 combinado Houston, Texas 77024 06/10 Para mas informaci6n visita www.cemexusa.corn. ZZCC_MC_x 54743293 Plant: Begin Loading: To Job: Arrive Job: Start Unload: ;' Finish Unload: Leave Job: Return Plant: 01'3 i y / I () IF) 01 Customer Code: Customer Name: .1 -_': �C 11.r t.-•+ Il :. jl-�}'_ f• I j!l C1 f•.•t. rl,r .r RE(. 4-..i �;E Project Code: Project Name: Ticket Date: Delivery Address: Delivery Instructions; -.� _' 1"7r •. tl ��C i rnl .gL.. �i�r '._-t._. ,r x.� .I. Customer Job Number: Order Code / Date: Project P.O. Number: Order P.O. Number I Map Page: Map/Row/Column: I rDZ tJ L.. 7 .. 2730 Dispatcher. Ticket Number: 32153633 Due On Job: Slump: Truck Number: I Driver Number: Driver Name: End Use: "c {-l/ ' 1 1( a) ,2,�� o�rE E.C,814MAL.0ilE -) ."�� } r,! �ln\ �-- LOAD CUMULATIVE ORDERED MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT QUANTITY QUANTITY QUANTITY r- ,. c - •-a lc. •• r) r- c- 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. 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 TERMSa -Any water added is at customers own:rls�ate"r 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-maycause skin and/6Deye 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 4afety handling informationrand to the nta'terial s eta=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. r 68UNIVERSAL �'I� 11 ��"�'; `-7t7i_J°=�� � INVOICE LOAD INUM r' This Delivery Ticket incorporated her-i , by reference Buyer's previously executed Credit Application, if any, Seller's Standard. . Terms and Conditions', Sell'e"r's Quotal if any, and Seller's Order Confirmation uding limitations of warrantids)"�as iffidly set forth on this Delivery Ticket ("Agrro�,itiznt"). Seller will provide the Standard Te, , «o and Conditions upon iequcst. 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 wann, 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 1.5 minutes. If dust is .inhaled, move to fresh air. If wet cement contacts skim, rinse thoroughly with water. Get proper medical attention if .irritation persists. CEMEX 920 Memorial City Way, Ste. 100 V5 combined Houston, Texas 77024 06/10 For further infonnation, please visit www.cetnexusa.com. Este ticket de entrega incluye como re.ferencia al comprador (ya previamente ejecutada en su aplicaci6n de credito); cualquier tennino estandar, 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 conditions 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 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 naturaley 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 1P), azulejo de azotea y estuco. Los productos de concreto incluyen cemento Portland y productos de agregados como piedra caliza, dolomita, granito, coca volcanica, arena, grava, y otros materiales silicios. Estos productos incluyen cenizas volantes (fly ash) la cual puede contener mds de 0.025% de silicio cristalino. I Peligros: Mezcla de cemento fresco y/o cenizas volantes pueden causar irritacion en los Ojos, quemaduras en pie[ y ojos, y reacciones alergicas on la piel. Conereto 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, torte y/o perforaci6n puede contener materiales silicon, 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 humedad puede causar la liberaci6n del amoniaco. La inhalaci6n del amoniaco puede causar toser, irritati6n 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 pie]. Use guantes, protecci6n en los ojos y ropa Primeros adecuada para protecci6n. Ldvese .las manor con jab6n suave y agua despues del manejo de materiales. Evite inhalar auxilios• polvos. Si se expone a polvos mas de los limiter 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, lavelos a fondo con agua. Acuda a atenci6n medica inmediatamente si la in-itaci6n continua. CEMEX 920 Memorial City Way, Ste. 100 V5 combinado Houston, Texas 77024 06/10 Para mis informaci6n visita www.cemexusa.com. ZZCGMC-X 54759535 Plant: Begin Loading: To Job: Arrive Job: Start Unload: Finish Unload: Leave Job: Return Plant: Customer Code: Customer Name: • ,.. �, `f.,,�{_.._. Y;�._1a.Jt'=.LG r I. rr.1._ Fji-,l_ R 1.- 04 Project Code: Project Name: Ticket Date: Delivery Address: ti)'•_ f t-IT)1',. Delivery Instructions: Customer Job Number: Order Code / Date: Project P.O. Number: Order P.O. Number: .. Map Page: Map/Row/Column: Dispatcher: ; Ticket Number: Due On Job: Slump: Truck Number: Driver Number: Driver Name: End Use: e. i_ LOAD CUMULATIVE ORDERED MATERIAL CODE PRODUCTION DESCRIPTION QUANTITY QUANTITY QUANTITY 'Pr t4 �r�L. �'}Ca c'._4•."J lL:. JCash Check # / Auth Code: Signature of Driver Receiving Cash: Check Charge Comments: i I I UNIT PRICE I AMOUNT Cash Received: Total COD Order Amount to Collect Without Standby Charges: WATER ADDED: � GAL YARDS IN DRUM: WHEN ADDED. SIGNATURE CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: SIGNATURE nxllR ❑ 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 curbp ope Imp. 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 Import ant factor's which are out of our may be hazardous to�rar�safle and health. Please refer to the backside of this ticket for Important control after delivery, this Company will not accept any re�ponsibllity for I a finished results. No credit for safety handling information, and fo the material safety data sheets for additional Information. returned concrete. Buyers exceptions and claims shall/be deemed wal6d_unless made to us in writing AUTHORIZED/SJGNAT�UR�E:/�� within one business day after the receipt of materials. � / 68UNIVERSAL F-1RIFt,, -} RtS a INVOICE / L.fJF!!? {•3Ui�i 9 �. This Delivery Ticket incorporates herei- reference Buyer's previously executed ' Jit Application, if any, Seller's Standard Terms and Conditions, Seller's Quotatic any, and Seller's Order Confirmation (i ding limitations of.warrant.ies), as iffully 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. Zn 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.lf 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.co.m.. Este ticket de entrega incluye comp referencia al comprador (ya previamente ejecutada en su aplicaci6n de credito); cualquier ternuno estandar, condiciones del vendedor, propuestas del vendedor y orden de confirmaci6n del vendedor (con limitaciones y garantfas), como acuerdo total del ticket de entrega ("Contrato"). El vendedor proveera los t6rminos 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 exp.resa en el mismo. Acepta pagar el monto de acuerdo al contrato; al menos que se identi- fique con una rota al frente de este documento. AGREGADOS / CEMENTO / PRODUCTOS DE CONCRETO / CENIZAS VOLANTES Los productos de agregados son materiales natural.es como piedra caliza, dolomita, granito, roca volcdnica, 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 cle agregados coma piedra caliza, dolomita, granito, roca volcanica, arena, grava, y otros materiales silicios. Estos productos incluyen cenizas volantes (fly ash) la coal puede contener rods de 0.025% de silicio crystalino. Peligros: Mezcla de cemento fresco y/o cenizas volantes pueden causar ir7itaci6n en los Ojos, quemaduras en pie] y ojos, y reacciones alergicas en la piel. Concreto seco y polvo de agregados, pueden causar irritaci6n en los ojos, piel y/o en la zona respiratoria. Polvo del manejo en el trituramiento, pulido, corte y/o perfo.raci6n puede contener materiales silicos, los cuales pueden causar silicosis pulmonar y cancer si son inha.lados. En caso de ser ingeridos, mantenerse en temperatura cdlida, reposar y tomar grandes cantidades de agua. Las cenizas volantes pueden contener amoniaco. ge uridad: La humedad puede causar la liberaci6n del amoniaco. La inhalaci6n del amoniaco puede causar toner, irritacion o g quemaduras en la nar.iz, garganta y pulmones. Acudir inmediatamente al medico. El riesgo en la salud d.epende en la duraci6n y el nivel de la exposici6n. Seguridad: Evite el contacto con ojos y contacto prolongado con la piel. Use guantes, proteccion en Jos ojos y ropa Primeros adecuada para protecci6n. Ldvese las manos con jab6n suave y agua despues del manejo de materiales. Evite inhalar auxilios• polvos. Si se expone a polvos mas de los limiter recomendados, use protecci6n respiratoria. Primeros auxilios: En caso de contacto en los ojos, inmediatamente fluya agua erila parte afectada por 15 minutos. Si se inhala polvo, exp6ngase a aire fresco. Si el cemento fresco tiene contacto con sus ojos, lavelos a fondo con agua. Acuda a atenci6n medica inmediatamente si la irritacion continua. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combinado Houston, Texas 77024 02/12 Para mas informaci6n visita www.cemexusa.com. ZZCC_MC_X 5475 536 Plant: Begin Loading: To Job: Arrive Job: Start Unload: Finish Unload: Leave Job: Return Plant: Customer Code: Customer Name: t E.E. '.7`.,�'I.`.::I �2C:?I;' !I`_:' F•iF,C.L' ) I:ONCRETlS Project Code: Project Name: -. �iC i ., ' I Irll�: ! {' _Tli K.' + 1 :e `I,...I_ F Ticket Date: Delivery Address: J. t_},i t.! r C.' 'rC.` - {'. {_I17{'� fly, Delivery Instructions: Customer Job Number: Order Code / Date: ...! Sri C_, i. t_! % ;_} - ! j. 2 Project P.O. Number: Order P.O. Number: ..::`i._', Map Page: Map/Row/Column: Dispatcher: Ticket Number: +. Due On Job: Slump: Truck Number: Driver Number: Driver Name: End Use: '? z ,J J,2!77_,; i �� IA17t ?��t=\l 1'•LDMGEXi SHE LOAD QUANTITY CUMULATIVE QUANTITY ORDERED QUANTITY MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT �, •_J ., ._ 1" 2 i.: a__i'.I�._. ! u fif_� t''�i• f'�I;. I_+L"I... �'a1J s g4a1'ii"I �GF �:{-i'1F<h�'7 Cash Check # / Auth Code: Signature of Driver Receiving Cash: Cash Received: Total COD Order Amount to Collect Without Standby Charges: Check 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: 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 tiI e : „ k I. i:'Lr!_!Li INVOICE i_ J' :_ This Delivery Ticket incorporates herein-hv reference Buyer's previously executed C—dit Application, if any, Seller's Standard Terms and Conditions, Seller's Quotatii ' any, and Seller's Order Confirmation (i ding limitations of ?wamanties); as if -fully set forth on this Delivery Ticket ("Agrecmuat"). Seller will provide the Standard TerIixo nerd Conditions upon request. Bu:7er.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 co,nbined 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 estdndar, condiciones del vendedor, propuestas del vendedor y order de confirmation del vendedor (con linutaciones y garantfas), como acuerdo total del ticket de entrega ("Contrato"). El vendedor proveerd los terminos estdndares y condiciones 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 fue.ron entregados como se expresa en el mismo. Acepta pagar el monto de acuerdo al contrato; al menos que se identi- fique con una rota• al frente de este documento. AGREGADOS / CEMENTO / PRODUCTOS DE CONCRETO / CENIZAS VOLANTES Los productos de agregados son materiales naturales como piedra cal.iza, dolomita, granito, coca volcdnica, arena, grava y otros materiales silicios. Los productos de cemento incluyen Cemento de tipo Portland, de albanilerfa, pozzolan (t.ipo IP), azulejo de azotea y estuco. Los productos de concreto incluyen cemento Portland y productos de agregados como piedra caliza, dolomita, granito, rota volcdnica, arena, grava, y otros materiales silicios. Estos productos incluyen cenizas volantes (fly ash) la cual puede contener mds de 0.025% de silicio cystalino. Peligros: Mezcla de cemento fresco y/o cenizas volantes pueden causar irritacion en los ojos, quemaduras en piel y ojos, y reactions 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 silicos, los cuales pueden causar silicosis pulmonar y cdncer, si son inhalados. En caso de ser ingeridos, mantenerse en temperatura cdlida, reposar y tomar grander cantidades de agua. Las cenizas volantes pueden contener amoniaco. Seguridad• La humedad puede causar ]a liberation del amoniaco. La inhalation del amoniaco puede causar toser, in-itacion o ° quemaduras en la nariz, garganta y pulmones. Acudir inmediatamente al 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 zn Primeros adecuada para proteccion. Ldvese las manos con jabon suave y agua despues del manejo de materiales. Evite inhalar auxilios° polvos. Si. se expone a polvos .mds de los limites recomendados, use proteccion respiratoria. 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, ldvelos a fordo con agua. Acuda a atencion medica inmediatamente si ]a irritation continua. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 cornbinado Houston, Texas 77024 02/12 Para mds information visita www.cemexusa.com. OMEN- Te / Te aDVd i. PU WIN pq puma FC44mp M a imAw kiJQj mqnbW AVIuM "31M as �jm a 0 Ampm 44 prop g —2AAWN s At 411[alga 493%VW mW4jpumArd sy,p 11 11 4w Am mf,)!Wm paufft, IF' - -1 Kww go F*wd WOVAPH Main &Ram,, va 0019 L *"M!ILIO 0113 P: AL vmv lueft P 51 x!wv I mom ap pvpxF'wmA'w"xpx=14v4umm="w Atp p o A"" VPAFSNAM OLP ISM W 2SMrl"IOUMCD JMd t��:VOMMOO ICWMM.LS3d ii :WO.DaMYoomcnins CD vc"—F)FT7—,,-7-7 -4 JUwvRd SNDI 2t;ItIY84t7:01 �bbi7,9b�// Ob�T= riA7./bA/tA -nON-) ~SHOO Hinos:WON-d 22:SO 2T02 T/T C] 2t709t7t?2221 24-SEP-2012 05:11 FROM:S 17:40 7723446042 SLO I -00: 4626443 L P. 1/1 PAGE 01181 I Ave Fort W. iqm% FL 34962 12-462-=73 P%x 772-4=4 17F4CATE OF TERNM CO"WRUCUU0 501t TR PERMIT # 6�A BUILDER/CONTRACTOR: PEST CONTROL GONTM PEST CONTROL LICENSE We, the undmtgrw4 WeW subbwoneom twmbs fn am I Swm W N ano bieW.- Percumme of solkamo. -od Dom offreaffnwL illasurient wz'..,.ram-Thmt ISTmabnont 0 Tientment 109 ADC !i:RESS-1 7W e r eat wo have pWaaWd the ab i with the sW idards of the Nadu e Tow salw" um Iza The of Thwftm swatin blow l7welvaWbeaw !Ar owe nw.6 I'd &=Maw arl" ft MCIOLLS awwwwo offtoxme mp c&9ftwswAnw*ft~" &mt4 amawmg pmm mm pmftcftv&mdmmmt l7ftswdw4 bff aw~p*r4p *W&A" 0 ig ffil-If Ar011 ITFAMW 6fAVWAkM datnot Cam-irws iw Rom romm 1*6 &QtAW b i I!Xf&VdWg*yAr 4 AbuWafft, i,,4V*ff4r, Mram OB07 OW Mr; Irlwegalm Uffig i St Ludo-cuumv requk" fbr U*Iffnw lospmt Ill for Co, a pwr abed cw%*UCW.ft z7n44 OW ffift form be an Mejub iljbvt topwWAkm W MWnW fe ey swaftwft"W~ Sddmr to be POPW cn e F SURVEY.1 BOUNDARY PLOT PLAN U C TIE IN FINAL TOPOGRAPHIC COMPLETED ON: 6-25-12 DESCRIPTION: o SURVEYORS NOTES: BEING ALL OF 36 SILVER OAK DRIVE, �I 1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE OF THE UNRECORDED PLAT OF SPAN LAKES PHASE 1, OF ST. LUCIE I� t 2. SHOWN HEREON. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE COUNTY, FLORIDA. Z LOCATEDcUNLESS,OTHERWISE SHOWN. 3. ' THIS SITE LIES WITHIN FLOOD ZONE "X", ACCORDING TO II THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. ;_ 12111CO283 J, EFFECTIVE DATE 2-16-12. ABBREVIATIONS: 0 4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE FFE = FINISHED FLOOR ELEVATION SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD R/W = RIGHT-OF-WAY V ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. R = RADIUS OF CURVE =cn 5. BEARINGS SHOWN HEREON ARE REFERANCED TO THE L = LENGTH OF CURVE CENTERLINE OF SILVER OAK DRIVE HAVING AN ASSUMED SF = SQUARE FOOT BEARING OF EAST, ACCORDING TO THE UNRECORDED 0 = DELTA OF CURVE PLAT OF SPANISH LAKES PHASE 1, OF ST. LUCIE o 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. BOUNDARY LINES SHOWN HEREON ARE FOR GRAPHICAL PURPOSES ONLY. z i PERMIT #: I z a s- 6 2 a, EXISTING SITE BENCKMARK ASSUMEDN= 16.08 589�38'35"E 126.76' w Q) 0 w /r� V: 0 f0 ai 0 N 45.97' 10.04' d' W U a' o(d 79' C" AVERAGE TOP rn < rn p 49.54 Ln OF FORMS 15.00 �-- O 10.91, ELEVATION=18.51 10 04• M p i4 2.43 ABOVE EDGE o O OF PAVEMENT N 0 61.98' 0 O O in -0 N89'46' 13"W 126.40 . EXISTING 36 SILVER OAK DRIVE SCALE: 1"=30' ALEXANDER J. PIAZZA PSM, INC. DATE: 6-25-12 Surveying " Mapping " Consulting 619 SW Biltmore Street DRAWN: CJM Port St. Lucie, Florida 34983 JOB NO. ; ® Phone: (772) 340-7770 12-1367 LB#7280 Fax: (772) 340-2250 T FIELD DATE: 6-25-12 CERTIFIED TO: WYNNE BUILDING -CORPORATION I hereby certify that the -survey shorin'hereon is true and correct and is based on actual measeuremenls taken in the field. This survey me?ts..the Minimuun Techgical Standards of Chapter 5J-17 Floridaia_bin'istrative— ode. ALEXAND J. PIAZ Professional urveyor & Mapper Florida Certificate No.: 6330 K:\BUILDERS\DWG2012\DWG\12-1367.dwg, 6/25/2012 1:33:19 PM