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HomeMy WebLinkAboutSUBMITTED PAPERSf� : . .....:........ ......... OFFICE USE..ONLY SECTION TOWNSHIP RANGE MAP NO. ZONING LAND USE LOT CVG % TAZ NO. FLOOD ZONE FIRM MAP # AAj 1ST FLR ELV MAX HGT CONST TYPE OCCUP TYPE MAX OCCUP # OF FLRS WATER SEWER SPRINKLERS STORMWATER LOT OF REC (before 1/90) LOT OF REC (after 1/90) LOT SPLIT REQUIRED LOT SPLIT APPROVED ADMINST LIBRARY PARKS PERMIT VARIANCE IMPACT FEE IMPACT FE FEE REPORT PUBLIC BLD HABIT LE RADON FEE CODE �ry I ,V IMPACT FEEtA AN SCHOOL GROSS RO D Y N TOTAL ROAD IMPACT FEE IMP T IMPACT FEE DUE SCHOOL CREDIT Y N - _ = = - T. TOTAL IMPACT FEE _ - _ `< ' ':r::;°`. SCHOOL _ ::;s°=: IMPACT FEE POLICE FEE FIRE FEE MISC FEE TOTAL POLICE/FIRE MISC FEES ADDITIONAL Y N SPECIFY TOTAL PERMITS of ALL REQUIRED FEES .:.:..:..: REVIEWS ZONING ZONING PLANS MISC. VEGETATION SEA TURTLE MANGROVE REVIEWED BY DATE Al! 2' /EXAMING 6 • �', l Z COMPLETE . —I INITIALS kIR v i 1 y } �FFICEI:ISE;(�NLY`� � 2 � J � % CC n DATE FILED: r� � PERMIT NUMBER: � 2'�`� �' ` PLAN REVIEW FEE: RECEIPT NO.: CERT. CAP. NO.: CONCURRENCY FEE: RECEIPT NO.: ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED y St. Lucie County Building and Zoning V 2300 Virginia Avenue SCANNED Ft. Pierce, FL 34982-5652 BY 772-462-1553 OLo St. Lucie Count CJ Y APPLICATION for BUILDING PERMIT CERTIFICATE of CAPACITY/ZONING COMPLIANCE PROJECT INFORMATION Q� C C\ V 1. LOCATION/SITE ADDRESS: 2- S/D NAME: Spanish Lakes 1 SITE PLAN NAME: 3. PROPERTY TAX ID #: 4. LEGAL DESCRIPTION (attach extra sheets if necessary): Section 26F Tr)Wn4hlPitiG, and -- 5. PLAT 6. PAGE 7. BLOCK 8. LOT BOOK NO. NO. : NO. 9. PARCEL SIZE: ACRES/SQ FT. LOT DIIVVIENSIONS 10. DESCRIPTION OF CONSTRUCTION PROJECTOR WORK ACTIVITY: Single family i�asi d_en ae 11. SETBACKS (ACTUAL) FRONT: �1 BACK: \i RIGHT: LEFT: \O SIDE SIDE 12 . TYPE OF CONSTRUCT IO N (Che ck all appropriate r iate box es) RENOVATION ADDITION (] INTERIORRENOVA �] NEW CONSTRUCTION [ ] EXPANSION/ ] RESIDENTIAL [ ] COMMERCIAL [:c:] INDUSTRIAL [ ] OTHER (SPECIFY) 13. DESCRIPTION OF PROPOSED USE: Same 14. Sq. Ft./CONSTRUCTION: 15. Sq. Ft. 1 st Floor: 16. VALUE OF CONSTRUCTION: $ 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 c6ustruction activities. If the value is $2500 or more, a RECORDED Notice of Commencement must be submitted with this application. SLCCDV Form No.: 001-02 OWNER INFORMATION NAME: ADDRESS: Q�n nn � _;_,17S 1� S I 1.J i 0 4 0 2 _ CITY: Pn St LuciA STATE: FL ZIP 34952 PHONE (DAYTIME): (ZZ2) R 7 R 5 51 - email: IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME -AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: ADDRESS: CITY: STATE: ZIP PHONE (DAYTIME): ( ) CONTRACTOR INFORMATION ST. of FL REG./CERT #: rr_rn 19 9 9 ST. LUCIE COUNTY CERT #: i)gga a BUSINESS NAME: Wynne Development Corporation QUALIFIERS NAME: ADDRESS: 8000 S US1 , Suite 402 CITY: Pnrt St Limit- STATE: FT. ZIP 14957 PHONE (DAYTIME): (may R 7 R—_5 51 3 FAX NO. ( 7 7 2) st 7 R_ 7 6 5 6 email: ARCHIT/ENGINEER: 'Fradii' n R Braden ADDRESS: 417 C'ornn„t Ave CITY: uar- STATE: PT ZIP = 4 9 9 L PHONE (DAYTIME): (-) BONDING COMPANY: ADDRESS: CITY: MORTGAGE LENDER: ADDRESS: CITY: STATE: STATE: ZIP 0 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: certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning-'*' 000 i%o��u.irnicrruarTn STATE OF FLORIDA COUNTY OF S t T,,, r- i e The foregoing instrument was acknowledged before me this L day of /A)4-'/, 20,L;k by Matt ew I,T-@ W- tf'Ao is personally known to me or who has produced as identification. QAQ,� Signature of NoUy AAav +4�N 6X Type or Print Nam o ,Q , X DOROTHY ANN HAFNER Notary Public - State of Florida Commission No. = ' •=(%tr&)mm. Expires Oct 2, 2012 Commission # DD 827096 Bonded Through National Notary Assn. STATE OF FLORIDA COUNTY OFF_ Ici The foregoing instrument was acknowledged before me this 1b day of , 201A, by Matthew T Y1 a �VTiir}e who is ersona 1 known to me or who has produced as identification. - Loe�!nJ_LSignature of Not .�" DOROTHY ANN HAFNER Type or Print ; : * �tary Public - State of Florida • « ; • My Com�l Expires Oct 2.2012 Commission dc,,,' `o`� f3S- Q# DD 827096 Bonded Through National Notary Assn NOTE: TWO (2) SI NATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FO: 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. �- d B o re cis - [WIN. SETBACK PEQ. Structure must meet s _ _ ! �'z " FROND'SIDES o minimum setbacks Nd® /7 13 �i-5-- - ZNI ._ 2':' -1 Ate. S"--� FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: 62' WYNNE GRAND CARLTON Builder Name: COMFORT CONTROL OF SLC, INC. ^ Street: d1� ii�C�c��.e 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 a. Concrete Block - Int Insul, Exterior R=4.3 1514.50 ft2 2. Single family or multiple family Single-family 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 (ft2) 1446 b. NIA R= ft2 c. R= ft2 Conditioned floor area below grade (ft2) 0 11. Duuctct s 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 ft2 12. Cooling systems kBtu/hr Efficiency b. U-Factor: N/A 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 Glass/Floor Area: 0.079 Total Proposed Modified Loads: 26.16 PASS Total Standard Reference Loads: 32.81 I hereby certify that the plans and specifications covered by Review of the plans and �'t$lE srAT this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance vj ii„ ' ,-����` •�+ with the Florida Energy Code. rr�nre. ''�•.••';,� „ O'f PREPARE BY: Before construction is completed DATE: this building will be inspected for compliance with Section 553.908 0 I hereby certify that this building, as desi ned, is in Hance Florida Statutes. 1,3, with the Florida Energy Code. CCD WE'i'�� OWNER/ G BUILDING OFFICIAL: DATE: DATE: - Compliance requires certification by the air handler unit manufacturer that the air handier 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 EnergyGaugeO USA - FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 PROJECT .Title: Building Type: Owner: # of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: 62' WYNNE GRAND CARLT FLProp2010 GRAND CARLTON 62' 1 COMFORT CONTROL OF SL Single-family New (From Plans) Bedrooms: 2 Conditioned Area: 1446 Total Stories: 1 Worst Case: No Rotate Angle: 45 Cross Ventilation: No Whole House Fan: No Address Type: Lot # Block/SubDivision: PlatBook: Street: County: City, State, Zip: Street Address ST. LUCIE , FL, - CLIMATE / V Design Location TMY Site IECC Design Temp Zone 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Fort Pierce FL_ST_LUCIE_CO_INTL 2 39 90 70 75 722 62 Low BLOCKS Number Name Area Volume 1 Blockl 1446 11568 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 RoomslnBlock1 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 f12 -_-- 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 Space Q�ntTo WaILZype p R-Yalu F e t_ In F t In Arp a R_ V.aJue Fcactioa-Ahsoc^ 1 N Exterior Concrete Block - Int InsOloomsInBloc 4.3 32 2 9 10 316.3055 0 0 0.8 0 2 E Exterior Concrete Block - Int InsOloomsInBloc 4.3 49 11 9 10 490.8472 0 0 0.8 0 3 S Exterior Concrete Block - Int InsGIoomslnBloc 4.3 15 6 8 0 124 ft2 0 0 0.8 0 4 SW Exterior Concrete Block - Int InsRoomSInBIoc 4.3 4 3 8 0 34 ft2 0 0 0.8 0 5 W Exterior Concrete Block - Int InsRoomslnBloc 4.3 35 2 8 0 281.3333 0 0 0.8 0 6 W Exterior Concrete Block - Int InsRoomslnBloc 4.3 8 0 8 0 64 ft2 0 0 0.8 0 7 S Exterior Concrete Block - Int InsRoomsInBIoc 4.3 25 6 8 0 204 ft2 0 0 0.8 0 DOORS # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 S=>E Insulated RoomslnBloc Metal 0.6 3 0 7 0 21 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang # Ornt ID Frame Panes NFRC U-Factor SHGC Storms Area Depth Separation Int Shade Screening 1 N=>W 1 Metal Double (Tinted) Yes 1.3 0.5 N 27 ft2 10 ft 0 in 0 ft 6 in HERS 2006 None 2 N=>W 1 Metal Double (Tinted) Yes 1.3 0.5 N 15 ft2 1 ft 0 in 0 ft 6 in HERS 2006 None 3 N=>W 1 Metal Double (Tinted) Yes 1.3 0.5 N 15 ft2 1 ft 0 in 0 ft 6 in HERS 2006 None 4 E=>N 2 Metal Double (Tinted) Yes 1.3 0.5 N 20 ft2 1 ft 0 in 0 ft 6 in HERS 2006 None 5 E=>N 2 Metal Double (Tinted) Yes 1.3 0.5 N 15 ft2 1 ft 0 in 0 ft 6 in HERS 2006 None 6 S=>E 3 Metal Double (Tinted) Yes 1.3 0.5 N 16 ft2 6 ft 0 in 0 ft 6 in HERS 2006 None 7 W=>S 5 Metal Double (Tinted) Yes 1.3 0.5 N 6 ft2 1 ft 0 in 0 ft 6 in HERS 2006 None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 382.8 ft2 382.8 ft2 64 ft 8 ft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 BySpaces Proposed SLA 0.000360 1365.4 74.960 140.97 0.2628 7.0821 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF: 8.6 28.2 kBtu/hr 1 sys#1 5/15/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 15 28.2 kBtu/hr 846 cfm 0.8 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.9 40 gal 50 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ftz DUCTS / ---- Supply ---- ---- Return ---- Air Percent HVAC # V # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF Heat Cool 1 Attic 6 90 ftZ Attic 25 ft' DSE=0.88 Attic 0.0 cfm 0.00 % 0.00 0.60 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling rX Jan [[X] Feb Heating [X� Jan [X] Feb [[Xjj Mar [X] Mar [[X Apr [X� Apr X] May [[Xjj Jun [[X]] Jul X] May [X] Jun [X] Jul I [[X]] Aug [X] Aug [[X]] Sep [X] Sep [[X]] Oct [X] Oct Xj Nov X] Nov JX X Dec Dec Venting X Jan X Feb [X Mar [X Apr X May [X Jun [X Jul [X Aug [X Sep [X Oct Nov lX X Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 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 700% 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 ftz b. N/A R= ft 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 2 d. N/A R= 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. N/A R= ft2 7. Windows— Description Area 11. Ducts R ft 2 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. therwise w EPL Display Card will be completed l' e based on installed Code comp�dVes,, Builder Signature: A WV Date: 'kk Address of New Home: City/FL Zip:`, 3k4S� 0 ZtTB ro *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 Pro ect Summary Job: -F - 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 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 (ft2 1446 1446 Volume I)ft') 12558 12558 Air changes/hour 0.45 0.23 Equiv. AVF (cfm) 94 48 Heating Equipment Summary Make Carrier Trade COMFORT 15 PURON SINGLE STAGE Model 25H BC530A AHRI ref no3676266 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8.7 HSPF 28420 BFuh @ 47OF 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 L % Relative humidity 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. Wrl i1tSOft' 2012-May-15 09:13:19 �. 9 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 1 ACCA EAWrightsoft HVAC\Wynne Corp%62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N ® Short Form Job: + wrightsoft Load 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 (°F) 28 15 Fireplaces 0 Daily range - L Inside humidity (%) 30 50 Moisture difference (gr/lb) 1 61 HEATING EQUIPMENT Make Carrier Trade COMFORT 15 PURON SINGLE STAGE ... Model 25HBC530A AHRI ref no3676266 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8.7 HSPF 28400 Btuh @ 47OF 27 OF 947 cfm 0.046 cfm/Btuh 0 in H2O COOLING EQUIPMENT Make Carrier Trade COMFORT 15 PURON SINGLE STAGE Cond 25HBC530A Coil FX4DN(B,F)031 AHRI ref no3676266 Efficiency 12.5 EER, 15.3 SEER Sensible cooling 19880 Btuh Latent cooling 8520 Btuh Total cooling 28400 Btuh Actual air flow 947 cfm Air flow factor 0.048 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.82 ROOM NAME Area (ft2) Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) 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 42 .10 MASTER LAV 56 911 377 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2012-May-15 09:13:19 wrightsoft' Right-Sufte® Universal 2012 12.0.04 RSU05864 Page 1 Arm E:\Wrightsoft HVAC\Wynne Corp\62' 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 -rr% Al 11 AAAL 74404 7]7A7 QA7 QA7 V Ir%LJ I"U GI lul GJ!'7G a�I -- Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. .� wri htsoftw 2012-May-15 09:age 2 9 Right-Suke�l Universal 2012 12.0.04 RSU05864 Page 2 J CCA E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N 1- wrightsoft' Right-J® Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST.. PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax 772-785-9144 Web: comfortcontrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name Entire House FOYER 2 Exposed wall 150.7 ft 6.0 ft 3 Room height 8.7 ft p 8.0 ft heat/cool 4 Room dimensions 6.0 x 10.0 ft 5 Room area 1444.5 ft' 60.0 ft' Ty Construction U-value Or HTM Area (ftl Load Area (ftj Load number (Btuh/ft' °F) (Btuh/ft� or perimeter (ft) (Btuh) or. perimeter (ft) (Btuh) Heat I ;Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 G 12C Osw , 0.091 . n • 2.55 2.18 315' 246 " 627 . 537 0 0 : , 0 ' 0' 1A-r1omd 1.270 n' 35.56 26:39 39 0 1387 1029 0 0 0 ' 0' - I--G lob 0.630 n ' 17.64 '" 22.24 15 ',0 ' ' 265 334 0 0 ,; 0 . .0, I� ,2A 2A-2om' 0.840 n 23.52 125.39 . - 15 0 353 381 0 , L. 0 :.. 0 ' D 11 Vhl 12C-Osw 0.091 a 2.55 2.18 490 450 1146 983 0 0 0 0 �G 2A-2om 0.840 e 23.52 68.19 40. 3 931 2699 0 0 0 0 0;091 - s 2.55 1 2.18 924 - 83 211 181 48 V, 09: ` .59 Ti12C-Osw 2A-2om 0.840 s 23.52 { 25.39 20 20 47Q " 508 0 0 ." 0 0 '11J0 0.600 s .16.80 17.40 21 21 353 165' '' 21 21 '. 353 365 W 12C-0sw 0.091 sw 2.55 2.18 34 34 86 74 0 0 _ 0 ' 0 _ W 12C-Osw 6.091 w 2.55' ; 2.18 282 276 702 .602 -0 6 0.'.. 0 2A-2om 0.840 w 23.52 66.18 6 1. 141 397 . - '. -0 .0 0. `.. 0 W 13A-5ocs 0.125 w 3.50 2.22 64 64 224 142 0 0 0 0 'P 12B-Obw. 0.097 -. 2.72 0.85 204. .. . 204 554 174 80' 80 _°. .211 ` 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 2.08 56 56 77 -117. `4 ` -0 1- . 0 0. F 22A-tph. 1.358 38.02 1 0.00 i I 1445 151 5729 0 60 6 228 - 0 6 c) AED excursion 423 -35 Envelope loss/gain 14501 11279 921 558 12 a) Infiltration 2898 794 •106 29 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 0 0 Appliances/other 3600 0 Subtotal (lines 6 to 13) 17399 16133 1027 588 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 17399 16133 1027 588 15 Duct loads 17% 23% 3009 3659 11% 15% 117 87 Total room load 20408 19792 1144 674 Air required (cfm) 947 947 53 32 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2012-May-15 09:13:19 'Ff&- wrightSOft' Right -Suite® Universal 2012 12.0.04 RSU05864 Page 1 'CC'K 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 34983 Phone: 772-878-2799 Fax. 772-785-9144 Web: comfortcontrolofslc.com Job: Date: MAY 16, 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 ft2 45.5 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number (Btuh/ft2--°F) (13tuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat jCool 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 0 . - ,' "0 0 1A-rlomd 1.270 n 35.56 26.30 39, 0 1387 1029 0 ' ' 0" 0 0 2A=2ob 0.630 n 17.64 22.24 0 0 0 0 0 , "0 0- 0 2A-tom . 0.840 n 23.52 25.39 0 0 ' 0 0 0 0'' 0,. 0 11 W 12C-0sw 0.091 a 2.55 2.18 245 205 523 449 0 0 0 0 - 2A-20m 0.840 a 23.52 68.19 40 3 931 2699 0 0 0 0 12C-Osw 0.091 s 2.55 { 2:18 0. "0' 0' 0 Q , 0 : 0 - - 0 T j 2A-2om 0.840 s 23.52 I 25.39 0 0' '. 0`' 0 D 11.10 0.600 S 16.80 17.40 0 ' 0 " '0 0 0 0 0 0 W 12C-Osw 0.091 sw 2.55 2.18 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 w 2.55 ; 2.18 0 0 0 0 52 52 " 132 1,14, L- G 2A-2om 0.840 w 23.52 r 66.18 0 0 0 -0 0. 0 0 0. W 13A-5ocs 0.125 w 3.50 2.22 0 0 0 0 0 0 0 0 P 12B-Obw' 0.097 - 2.72 ' 0.85 0 0 0 0 56. - 56' 152 " 48 C 16131-30ad 0.032 - 0.90 1.68 483 483 432 811 46 46 41 76 C 16C-19al 0.049 - 1.37 2.08 0' , 0 0 0 0' . 0 ' _ 0 0 F 22A4ph 1.358 - 38.02 0.00 f 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 Total room load 7087 7281 839 1859 Air required (cfm) 329 348 39 89 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wri ht5oft' 2012-May-15 09:13:19 9 Right -Suite® Universal 201212.0.04 RSU05864 Page 2 �� E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N •+�-- wrightsoft' Right-J® Worksheet Entire House COMFORT CONIJROL OF SLC, INC. I 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax. 772-785-9144 Web: comfortcontrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name KITCHEN MS BATH 2 Exposed wall 0 ft 7.5 ft 3 Room height I 8.0 ft heat/cool 8.0 ft heat/cool 4 5 Room dimensions Room area 1.0 x 154.0 ft 154.0 ft2 7.0 x 7.5 ft 52.5 ft2 Ty Construction U-value Or HTIVI Area (ft2) Load Area (ft2) Load number (Btuh/ft2-°F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) HeatCool , Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 12C-0sw IA-r1omd 2A-2ob 2A tom 12C-0sw 2A-2om 12C-0sw 2A-2om 11J0 12C-0sw '12C-0sw .2A-2om 0.091 1.270 1).630 0.840 0.091 0.840 0.091 0:840 _0.600 0.091 0.091 0.840 n n n . n' a a s s s sw it w 2.55 •35.56 17.64 23.52 2.55 23.52 2.55 23.52 1&80 2.55 Z55 23.52 218 26.39 22.24 25.39 2.18 68.19 2.18 25.39 17.40 2.18 2.18 66.18 0 '• 0, 0 0 0 0 .• 0 0 .0. 0 4 _ 0 0 ,o D 0 0 0 0 0 ,0 0 0 0 0 0 0 0 0 0 0 0 0 0 ' o 0 0 0 0 0 0 0 -'0 0 0 0 0 - 0 0 0 0 0 0 0 0 0 0 66 6- 0 0 0 0 0 0 0 .0 0 54 1 0 0 0: 0 0 0' 0 0. 0 `'. 138 141; 0: 0 0. 0 0 .. 0 r -:0 0 0 118. 397: -G L-D_ W W L-G W 13A-5ocs 0.125 w 3.50 2.22 0 0 0 0 0 0 0 0 P UB-0bw. 0.697 - 2.72 0.85 68, .68 ,:185 . :58 ' `.' 0. _ :.: -. --•0: •: 0 .. 0 C 16B-30ad 0.032 - 0.90 1.68 154 154 138 259 53 53- 47 88 C . 16C-19al 0.049 - 1.37. 2.08 0 . 0: 0 0 0 ' : 0 _ 0 F 22A4ph 1.358 38.02 0.00 I 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 Intemal 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 1 1 907 1146 Air required (cfm) 17 141 42 55 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 3 ''CC4" E:%Wdghtsoft HVAC\Wynne Corp162' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N • - wrightsoft• 1501 SE BILTMORE ST., PORT ST Right-J® Worksheet Entire House � COMFORT CONTROL OF LUCIE, FL 34983 Phone: 772-878-2799 Fax SLC, INC. 772-785-9144 Web: comforicontrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name MS CLOSET MS BDRM 2 Exposed wall O 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 i 70.0 ft' 266.0 ftz Ty Construction U-value Or HTM Area (ft5 Load Area (ft� Load number (Btuh/ft' °F) (Btu or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat ICool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-0sw . 0.091 n 2.56 2.16 -0 0 ,- 6 0 110 89 "' 227. 194` 1A-rlomd- 1.270 n •: 35.56 26.39 0, 0 0 0 0 0 ,. 0` 0 2A-2ob .0:630 n 17.64 22:24 0' 0 0 0 15 0 265 ; 334 2A-2om 0.840 n 23.52 25:39 4 0 0 0 15 0 ': :56 .. 381' W 11 12C-Osw 0.091 a 2.55 2.18 0 0 0 0 77 77 195 167 I-G 2A-2om V�IJ 12C Osw . , 0.091 " 's 2:55' 2.18 " 0 0 : " 0 0 0 0 0 .' 0' -3 2A-2om 0.840 s '. ' 23.52 25.39 0 0 0 0 0 0,, 0 0 D. 111.10 0.600 s 16.80 . 17.40 _ 0 , 0 0 0 , 0 0 " 0 -0, W ' 12C-osw 0.091 sw 2.55 2.18 0 0 0 0. 0 0 0„ 0 W 12C-Osw 0.091 w 2.55 2.18, 0: 0 0 0 162 162 ' 412 , 353 L 2A-2om. -, _ 0.840 w 23.5T .. 66.18 0.. .. .0 0 0 ; :_ • .0' , _ 0 •.: :.0 .. '-'0' W 13A-5ocs 0.125 w 3.50 1 2.22 0 0 0 0 0 0 0 0 Pk .12blObw ... .0.097 - 2.72 6.86 0 . ',:>0 .. 0 :. 0 0 •'iD ." . , . ;:0 ' ..0 C 16B-30ad 0.032 - 0.90 1.68 70 70 63 118 266 266 238_ _ _ 447 C.. - 16C-19a1 - 0i049 - 1.37 ' • 2.08 0 "'0 ; 0 0 . ..- 0:. _ ` <. " ' ,0 .. ' ..0 . F 22A-tph 1.358 - 38.02 0.00 I 70 0 0 _ 0 266 42 , , " 1597 0 6 c) AED excursion -7 139 Envelope loss/gain 63 111 3286 2014 12 a) Infiltration 0 0 791 217 b) Room ventilation 0 0 0 0 13 230 Internal gains: OccuAppliances/other 0 0 nts/oeother 0 0 Subtotal (lines 6 to 13) 63 111 4077 2231 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 63 111 4077 2231 15 Duct loads 22% 34% 14 38 22% 34% 896 760 Total room load 77 149 1 1 4973 2990 Air required (cfm) 4 7 231 143 I Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2012-May-15 09:13:19 wrightsoftm Right -Suite® Universal 2012112.0.04 RSU05864 Page 4 '`�� E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON II .rrp Calc = MJ8 Front Door faces: N I -- wrightsoft° Rig ht-JO Works heet 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 ftz 45.0 ft' Ty Construction U-value Or HTM Area (ft� Load Area (ft� Load number (Btuh/ft!k- °F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-Osw 0.091 n. 2.65 2.18 , 0 0 0 6 0 6 ..' 0, ` 0 N 1A-r1omd 1.270 n 35.56 26.39 0 0' 0 0 0 0 0 0 2A-2ob 0:630 n 17.64 22424 0 0 0 0 0 0 0 0 11 2A-2om 12C-Osw 0.840 0.091 . n a 23.52 2.55 25.39 2.18 0 0 _0 0 0. 0 0. 0 .01 40 0 40 0 102 0 87 VjIJ-G 2A-2om 12C-0sw 0.840 0.091 a s 23.52 2.55 68.19 2.18 0 0' 0 0 0 0 0 0 0 0 0 0. 0 0: 0 6 2A-2om ' '11J0 0.840 0.600 s s. 23.52 16.80 25.39 . 17.40 0 0 0 0. 0 0 0 0 0 0 0 0 0 -' 0. 0 -6 ! D W IWI 12C-Osw 12C-Osw 0.091 0.091 sw w 2.55 2.55 2.18 2.18 0 0 0 0 0 0 0 0 0 0 0 0 0 0, 0 0 �--G 2A-2om 0.840 w 23.52 66.18 0 0.. 0 :0 0 - 0 . _ 0 _ 0 W 13A-5ocs 0.125 w 3.50 2.22 0 0 0 0 0 0 0 0 P 12B-Obw 0.097 2.72 0.85 0 0 0 0 .0 'o .. 0 6 C 1613-30ad 0.032 0.90 1.68 18 18 16 29 45 45 40 76 C 16C-19al 0.049 1.37 2.08 6 .0.. 0 0 ol 6 ,. 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 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 16 28 421 177 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 16 28 421 177 15 Duct loads 22% 34% 3 9 22% 34% 93 60 Total room load I 19 f 37 514 237 Air required (cfm) 1 2 24 11 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2012-May-15 09:13:19 wrightsOftw Right -Suite® Universal 2012 12.0.04 RSUD5864 Page 5 '*Cl"` 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 34983 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 W 56.0 ftz Ty Construction U-value Or HTM Area (ftj Load Area (ft� Load number (Btuh/ft' °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 11 Y 12C-Osw 1A-r1omd 2A-2ob 2A-2om 12C-Osw 2A-2om 12C-Osw 2A-2om 11J0 12C-Osw 12C-Osw 2A-2om 13A-5ocs 12B-Obw 0.691 1.270 0.630 0.840 0.091 0.840 0.091 0.840 0.600 0.091 0.091 0.840 0.125 0.097 n n n n a a s s 's sw w w w - Z55 35.56 17.64 23.52 2.55 23.52 2.55 23.52 16.80 2.56 2.55 23.52 3.50 2.72 - 2.18 26.39 22.24 25.39 2.18 68.19 2.18 25.39 17.40 2.18 2.18 66.18 2.22 0.85 Of 0 0' 6 128 0 76 20 - 0 34. 8 0: 0 0 O 0 :0 .0 128 0 56 20 .0 34 .8 0 0 0 0 0" 0 0 326 0 143 470 0 86 20 0 0 0 0 0 0 0 280 0 122 508 0. 74 17 0 0 0 0 0 0 0 0 0 .0 0 0 0 . 0 0 64 0. 0 0 0 `0 0 0 o ' ' 0 0 0 0- 6 64 0 0_ .::a, 0 0 0 0 ' "0 ' . 0 -0 0 ` " 0 ° ... 0 224 :. 0 0 ,O :0 ' 0. 0 0 0 ", 0 - 0. _ 0 0 OI 142 0 -� -G L-D W W L W P C 166-30ad 0.032 0.90 1.68 196 196 175 328 0 0 0 0 C 166-19al 0.049 - 1.37 2.08 0 0 0 0 56 56 - W 117 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 b) Room ventilation 545 0 149 0 142 0 39 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% 341/6 645 533 22% 34% 164 96 Total room load 3577 2100 911 377 Air required (cfm) 166 100 421 18 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2012-May-15 09:13:19 4 wrightsoft' Right -Suite® Universal 2012 12.0.04 RSU05864 Page 6 'CC�0'` E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N 1\ Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. 0-k (�� C) cvA-Z - \'),\ -IS' 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 CA�i 7 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 61 G15-31:003, section 5 of the Florida Board of Professional Engineers Rules. INo. I Seal# ITruss Name Date 1 IT4386201 JA5 5/14/012 12 IT4386202 IA6 15/14/012 1 13 I T4386203 I A7 15/14/012 I 14 I T4386204 I A8 15/14/012 I 15 I T4386205 I A9 15/14/012 I 16 IT4386206 IA 15/14/0121 17 IT4386207 IGRA 15/14/0121 18 IT4386208 IGRB 15/14/0121 19 I T4386209 I J2 15/14/012 I 110 I T4386210 I J4 15/14/012 I 111 I T4386211 I J6 15/14/012 I 112 I T4386212 I J8 15/14/012 I 113 I T4386213 I KJ8 15/14/012 I 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. t,PS 1Att111 s a 391 0 0 O'. STATE OF . . is`�� •'c� O R 1 P .• ��s� eaC?,�o ►a�n FL Cert. 6634 May 14,2012 Albani, Thomas 1 of 1 Job s Truss Truss Type Ply 62' Grand Carlton III with porch M11h3 A5 SPECIAL 1Qty 9 1 Job Reference (catone 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 09:54:12 2012 Page 1 ID:2GIScwwyY5hnGhXVARzUkuyuFUM-Ek_ISVkU DOgX21 WCfgALeIXGy3TKyOD71 SbGTzGdvv 1-0. 7-8-5 10 6 4 17-0-0 20 4 8 264-0 34-0-0 5-0- -0-0 7-8-5 2-9-15 6-5-12 3-4-8 5-11-8 7-8-0 -0-0 �1 d 2.00 12 4.00 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 0.59 BCDL 10.0 Code FBC2010/TPI2007 (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(LC 8), 10=-816(LC 8) Max Grav 2=1305(LC 2), 10=1305(LC 2) 5x8 = Scale = 1:59.7 13 12 3x6 ` 7x12 = 2x3 11 DEFL in (loc) I/deg L/d PLATES GRIP Vert(LL) 0.70 14 >569 360 MT20 2441190 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 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, 4-5=-5058/2829, 5-6=-5133/2933, 6-7=-2336/1492, 7-8=2310/1411, 8-9=-2368/1397, 9-10=-3053/1724 BOT CHORD 2-14=-2890/5212, 13-14=-978/2035, 12-13=-1519/2823, 10-12=-1519/2823 WEBS 3-14=-350/372, 5-14=-259/273, 6-14=-1785/3313,6-13=-254/513, 9-13=711/465, 9-12=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 atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity 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 11111111.4., rfe 380 T E .00. o °jllllllat�� FL Cert. 6634 May 14,2012 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED AffTEK REFERENCE PAGE 161-7473 BEFORE USE, Design valid for use only with Mlrek connectors. This design Is based onlyupon 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 r.... 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 fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quallly Criteria, DSB-89 and BC51 BuIlding Component 6904 Parke East Blvd. Safety Inlormallon 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 06i0112012 by ALSC or proposed by SPIB. Job Truss Truss Type City Ply 62' Grand Carlton III with porch M 11' 23 A6 SPECIAL 1 1 o Reference (ootioma 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 09:54:13 2012 Page 1 ID:2GIScwwyY5hnGhXVARzUkuyuFU M-iwY7grl6_KyO gB4imM BPusH g DM 093McM Lh B9pvzG dvu 1-0- 8-11-11 16-0-0 18-0-0 20-0-8 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 B-0-1 -0-0 T 4.00 12 4x8 % 4x5 12 11 3x6 7x8 — 2x3 2.00 12 LOADING (psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 7.0 Lumber Increase 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2010/TPI2007 LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SYP No.2 *Except* 9-12: 2x4 SP M 30 WEBS 2x4 SP No.3 'Except* 5-14: 2x4 SP M 30 OTHERS 2x4 SP No.3 Scale = 1:61.7 CSI DEFL in (loc) I/deg Lid PLATES GRIP TC 0.96 Vert(LL) 0.66 14 >604 360 MT20 244/190 BC 0.98 Vert(TL) -1.08 14 >371 240 WB 0.79 Horz(TL) 0.38 9 n/a n/a (Matrix) Weight: 174 lb FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied. 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. REACTIONS (lb/size) 2=112510-8-0 (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 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by-2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 816 lb uplift at joint 2 and 816 lb uplift at 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 FL Cert. 6634 May 14,2012 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MTEK 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. R' 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 n y����+ erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding EVE fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPll Quality Cdfeda, DSB-89 and BCSI Bunding Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute, 781 I1 Lee Sheet. Suite 312. Alexandria, VA 22314. Tampa, FL 33610-4115 It Southern Pine SP or SPp lumber is specified. the de sl n values are those effecthe 0610112612 by ALSC or proposed by SPIB. Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch M112123 A7 SPECIAL 1 1 1 Job ee eofoa 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 09:54:13 2012 Page 1 ID: WSJgpGwalPpeur6hk9UjG5yuFUL-iwY7grl6_KyOgB4im MBPusHijMOW3JFMLhB9pvzGdvu f-0-0 8-10-10 i 14-0-0 i 20-0-0 25-11-15 34-0-0 35-0-Q -0-0 8-10-10 5-1-6 6-0-0 5-11-15 r 8-0-1 i-0-o' 5x6 A nn 2.00 F12 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2010/TPI2007 CSI TC 0.87 BC 0.96 WB 1.00 (Matrix) LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SYP No.2 *Except* 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) 5x6 = I 9 3x6 7x12 = 2x3 It DEFL in (loc) I/deft L/d Vert(LL) 0.61 11 >651 360 Vert(TL) -1.06 10-11 >376 240 Horz(TL) 0.37 7 n/a n/a Scale = 1:60.7 PLATES GRIP MT20 244/190 Weight: 164 lb FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. 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=-5469/3080, 3-4=-5088/2831, 4-5=-2133/1355, 5-6=-2343/1400, 6-7=-3033/1714 BOT CHORD 2-11=-2831/5183, 10-11=-1412/2782, 9-10=-1507/2803, 7-9=-1507/2803 WEBS 3-11=-396/432, 4-11=-1367/2696, 4-10=-813/405,5-10=-172/456,6-10=-727/480, 6-9=0/293 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pone ing. 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 chard 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/rPI 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 d vex © GE e ®`0 3938 4414 04414.* NA-Ei e % FL Cert. 6634 May 14,2012 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED A fTEK REFERENCE PAGE MA-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 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 B the responsibillity, of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding ! V6 9 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 06AV2012 by ALSC or proposed by SPiB. Job r Truss Truss Type Ply 62' Grand Carlton III with porch A8 SPECIAL �tyM11323 1 on Re ere ce o io 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 09:54:14 2012 Page 1 ID: WSJgpGwalPpeur6hk9UjG5yuFUL-A66MBmkle5FlLfuK3ieQ3quDmkgogZWaLxiLLzGdvt 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 3-8-4 401-4 1-7-8 2-8-12 9-3-4 -0-0 Scale = 1:60.7 5x6 = 4.00 12 3x4 2x3 II 5x10 = 14 5 6 15 7 7x12 = 3x4 = 2.00 12 10-6-4 9-10-4 1-7-8 12-0-0 Plate Offsets (X.Y):12:0-8-0.0-1-41.17:0-5-0.0-2-01.19:0-3-14.0-1-81.f12:0-6-0.0-2-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.82 Vert(LL) 0.60 13 >667 360 MT20 244/190 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/TPI2007 (Matrix) Weight:171 lb FT=O% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins. BOT CHORD 2x6 SYP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 9-12: 2x4 SP M 31 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 2=112510-8-0 (min. 0-1-8), 9=1125/0-8-0 (min. 0-1-8) Max Horz 2=117(LC 7) Max Uplift 2=-816(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=-5482/3092, 3-4=-5091/2819, 4-14=-3839/2180, 5-14=-3839/2180, 5-6=-2457/1512, 6-15=-2457/1512, 7-15=-2457/1512, 7-8=-2547/1492, 8-9=-2889/1682 BOT CHORD 2-13=-2844/5195, 12-13=-1697/3196, 11-12=-1153/2374, 9-11=-1467/2678 WEBS 3-13=-387/422, 4-13=-938/1752, 5-13=-279/820, 5-12=-913/539, 6-12=-252/222, 7-12=-297/322, 7-11 =276R(35, 8-11 =-482/465 NOTES 1) Unbalanced roof live loads have been considered for this design. 0`�<<t 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; ,�� PS A. 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. ,qo-?©.••1C•E%(•• 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. e._.._ •�� �* 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 wider O 39380 _ 1 will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ••J capacity of bearing surface. t\ , 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.Y ,/11 T E 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. ((y LOAD CASE(S) Standard FL Cert. 6634 May 14,2012 WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI-7473 BEFORE USE. Design valid for use only with Welk 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 B the responsibility of the MiTek' °� erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding ! Vtek' fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPIT 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 specifiedl the design values are those effective 06f0112012 by ALSC or proposed by SPi8. Job Truss Truss Type Qty Ply 62' Grand Caron III with porch Ml1323 A9 HIP 1 1 ob efe a ce o 'o 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 09:54:14 2012 Page 1 ID:_etC1 cxC3ixVV?huls?ypJyuFUK-A66WtBmkle5FILfuK3ieQ3g13mg2onKWaLxiLLzGdvt 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 1-04) 4.00 12 4x4 3x4 2x3 11 5x10 = 4 16 5 6 17 7 Scale = 1:58.7 3x4 = 15 14 13 12 11 3x4 = 3x8 = 3x6 = LOADING (psf) SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.25 TC 0.25 TCDL 7.0 Lumber Increase 1.25 BC 0.56 BCLL 0.0 Rep Stress Incr YES WB 0.95 BCDL 10.0 Code FBC2010fTP12007 (Matrix) LUMBER TOP CHORD 2x4 SIP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 6x8 = 34 = 3x4 = DEFL in (loc) I/defl Ud PLATES GRIP Vert(LL) -0.21 9-11 >748 360 MT20 244/190 Vert(TL) -0.55 9-11 >291 240 Horz(TL) 0.02 13 n/a n/a Weight: 156 lb FT = O% BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins. BOT CHORD Rigid ceiling directly applied or 6-0-0 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=575/0-8-0 (min. 0-1-8), 9=300/0-8-0 (min. 0-1-8), 13=1376/0-8-0 (min. 0-1-14) Max Horz 2=97(LC 7) Max Uplift 2=-452(LC 8), 9=-270(LC 8), 13=910(LC 8) Max Grav 2=692(LC 19), 9=390(LC 20), 13=1592(LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1216/687, 3-4=882/468, 4-16=-801/463, 5-16=-801/463, 5-6=-378/797, 6-17=-378/797, 7-17=-378/797, 7-8=89/270, 8-9=-312/169 BOT CHORD 2-15=-551/1110, 14-15=-31/300, 13-14=-31/300, 12-13=-244/271, 11-12=244/271, 9-11=-139/260 WEBS 3-15=-379/356, 5-15=-256/643, 5-13=-1191/752, 6-13=-263/230, 7-11 =-1 58/383, 8-11=-424/384, 7-13=-818/443 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 452 Ib uplift at joint 2, 270 Ib uplift at 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) Standard FL Cert. 6634 May 14,2012 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MTEKREFERENCE PAGE MI-7473 BEFORE USE. �� • Design valid for use onlywith 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 responslblllity of the MiTek* erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding INS fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/711 Quality Criteria, DSB-89 and BCSI Bu➢ding Component 6904 Parke East Blvd. Safely Informa➢on available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 If Southern Pine (Sp or SPp) lumber is specified, the desi n values are those effective 06i01i2012 by ALSC or proposed by SPIB. Job ss Truss Type Qty Ply 62' Grantl Carlton III with porch M71323 �Tnu A COMMON 9 1 o 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_ISVkUDOgX21 WCfgALelfuy9iKzgD71 SbGTzGdvv 1-0- 6-7-13 12-4-13 17-0-0 21-7-3 27-4-3 34-0-0 5-0 -0-0 6-7-13 5-9-0 4-7-3 4-7-3 5-9-0 6-7-13 -0-0 �1 6 4x4 4.00 12 = 19 3x6 % 17 - 15 14 12 2x3 Us 3x8 = 3x8 = 4x6 2x3 II Scale = 1:57.8 3x6 ' 6-7-13 5-9-0 9-2-7 5-9-0 6-7-13 ' Plate Offsets (X.Y): 12:0-3-14.0-1-81 I10:0-3-14.0-1-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Lid 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(TL) 0.15 10 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix) Weight: 163lb 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 (lb) or less except when shown. TOP CHORD 2-3=3245/1839, 3-4=2656/1547, 4-5=-2606/1555, 5-18=2655/1658, 6-18=-2595/1654, 6-19=-2595/1654,7-19=-2655/1658,7-8=-2606/1555,8-9=-2656/1547,9-10=-3245/1839 BOT CHORD 2-17=-1635/3008, 16-17=-1635/3008, 15-16=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=-313/304, 3-15=-599/407 NOTES 1) Unbalanced roof live loads have been considered for this design. • �� �� 2) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; 13=521t; L=34ft; eave=6ft; Cat. 11; oo* O� •,. .•`1G E A/ . °•, f/ rim Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 DOL=1.60 oo • ��, plate grip 3) This truss has been designed for a 10.0 bottom chord live load nonconcurrent with any other live loads. ; 1 .-_,..-F '. psf • 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 widewill fit between the bottom and BCDL = 10.0psf. * : ` ` ' chord any other members, with 5) Provide truss to bearing of withstanding 844 lb uplift at 2 and 844 lb uplift e . mechanical connection (by others) of plate capable joint at joint 10. f m) C[ 6) 'Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. '; ;- ATE (jf 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 50 lb down and 29 Ito up at .• 0 0 • • ((/ 15-0-0, and 50 lb down and 29 lb up at 19-0-0 on top chord. The design/selection of such connection device(s) is the responsibility Tr . C� �r,�` �'• �• 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). R !• '�7SS�OG``% LOADCASE(S) Standard �r11111tt;e�� 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 Cent. 6634 May 14,2012 b, WARWNG -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI-7473 BEFORE USE, '''' Design valid for use only with MRek connectors. This design Is based only upon parameters shown, and is for an individual building component. (�p�i 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 iTL k' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding IVQ fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TF11 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 33810-4115 If C,,,sr,., n,..e f en— C 1 i,,,,.r ;_ � --- Ws — deter,.... ,. . ��e.r. - sa.... i—neon. »n.a — er Cr........,, — — Cora D Job Truas Truss Type Oty Ply 62' Grand Carlton III with porch MI IS23 A COMMON 9 1 I b cnamoers i russ inc., ran Tierce ri. saaaz LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 18=43(F) 19=-43(F) Kun: r.s4u s ren 24 ZU1Z Print: s Apr z9 zulz MI I eK Inaustnes, Inc. Mon May 14 119:54:12 2u12 Page z ID:a3B4PavKnnZweXyJckSFBgyuFUN-Ek_ISVkUDOgX21WCfgALelfuy9iKzgD71SbGTzGdvv * 39380 ; 7. . ATE • i O �[/ e OW - FL Cert. 6634 1 May 14,2012 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED AHTEtf REFERENCE PAGE MII.7473 BEFORE USE. Design valid for use only with Wei: connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsblity of 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 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/TPIT Quality Cd terfa, DSB-89 and SCSI Bending 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 5P or SPp lutnber,is specified. the design values are those effective 00101!2012 by ALSC or proposed by SPIB. Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch M 11123 GRA HIP 1 1 Job Refere ce o do a Chambers Truss Inc., Fart 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: etClcxC3ixVV?huts?ypJyuFUK-eJgu5XnMWxD5vVE4unDtzHMODABUXJXfp?gFtozGdvs 1-0-0 8-D-0 11-1-1 17-0-0 1%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 ( ) Top chord must be braced by end jacks, Scale=1:60.7 roof diaphragm, or properly connected 4x4 — purlins as shown. 11 14 9 7X10 % 6 17 6x10 4 4x6 19 3 13 5x6 21 10 22 3x4 = 29 28 27 26 25 24 4x4 = 3x6 li 3x6 = 6x8 = 3x6 = 6x8 = 6x8 = i 8-0-0 11-1-1 18-6-0 26-0-0 34-0-0 i LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.99 Vert(LL) 0.13 22-24 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.48 Vert(fL) -0.26 2-29 >489 240 BCLL 0.0 Rep Stress Incr NO WB 0.63 Horz(TL) 0.03 22 n/a n/a BCDL 10.0 Code FBC2010ITPI2007 (Matrix) Weight: 194 Ib FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 *Except* TOP CHORD 3-11,11-21: 2x4 SP No.3 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BOT CHORD WEBS JOINTS REACTIONS All bearings 0-8-0. (lb) - Max Horz 2=166(LC 7) Max Uplift All uplift 100 lb or less at joints) except 2=-361(LC 8), 27=-1182(LC 8), 26=-1472(LC 8), 22=648(LC 8) Max Grav All reactions 250 lb or less 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, 6-10=616/1259, 10-12=-616/1259, 12-13=-616/1259, 13-15=-616/1259, 15-16=-616/1259, 16-18=-616/1259,18-20=-2145/1219,20-21=-2145/1219,21-22=-2236/1203, 6-9=-163/310, 9-11=154/376, 11-14=226/417, 14-17=-148/282 BOT CHORD 2-29=-191/597, 28-29=-140/465, 27-28=-140/465, 26-27=-834/497, 25-26=-373/630, 24-25=-373/630,22-24=-1027/2068 WEBS 3-29=-45511140, 3-27=-1766/891, 5-27=-766/630, 5-26=-501/320, 13-26=918/612, 18-26=-2399/1452, 18-24=-825/1760, 21-24=-36/367, 4-5=-562/478, 19-20=-345/311, 14-15=-509/387 Structural wood sheathing directly applied or 3-11-10 oc purlins Except: 1 Row at micipt 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=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x3 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 361 lb uplift at joint 2, 1182 lb uplift at joint 27, 1472 lb uplift at joint 26 and 648 lb uplift at joint 22. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-1 Od nails. FL Cert. 6634 May 14,2012 h WARPI M - Verify design parameferz and READ NOTES ON THIS AND INCLUDED AHTEKREFERENCE PAGE JUI-7473 BEFORE USE. Design valid for use only with Mnek connectors. This design is based only upon parameters shown, and is for an individual building component. �R• 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 fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TP11 Qua18y Cdleda, 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 Slip) lumber is specified, the design values are those effective 0&01120112 by ALSC or Dr000sed by SPIB. Job Truss Truss Type Oty Ply 62' Grand Carlton III with porch M11S23 GRA HIP 1 1 ob e e ce Co a chambers -truss Inc., Fon Pierce I -I. 349az 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 cxC3ixVV?huls?ypJyuFUK-eJgu5XnM WxD5vVE4unDtzHMODABUXJXfp?gFtozGdvs NOTES 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 967 lb down and 461 lb up at 26-0-0, and 967 lb down and 461 lb up at B-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 =-1 03(F=-59), 11-21 =-1 03(F=-59) Concentrated Loads (lb) Vert: 29=555(F) 24=-555(F) sa 's s s 8 , lA E ��� j0N Ai E�>��•° FL Cert. 6634 May 14,2012 I WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED B1fTEKREFERENCE 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. 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 responsibllty of the MTek' 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 Qualily Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informallon available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 If Southern Pine ISP or Spot lumber is specified, the design values are those effective 00112012 by ALSC or or000sed by SPIB. Job Tnlss Truss Type Qty Ply 62' Grand Carlton III with porch M11123 GRB HIP 1 1 1 Job eee ce o f a 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 09:54:16 2012 Page 1 ID:SrRaEyyrgO4M78G4raWBLWyuFUJ-7VEGItr _H FLyXfpGRUk6VUvC7ZVYGkYp1 fQpPEzGdvr 1-0 8-0-0 14-2-6 20-4-0 26-0-0 34-0-0 5-0- -0-0 8-0-0 6-2-6 6-1-10 5-8-0 8-0-0 1-0-0 5x10 4.00 12 3xB = 4x6 = 5x6 = Sx6 = Scale = 1:58.7 3x8 = 15 14 13 12 11 1D 3x4 = 3x6 11 5x6 HB = 3x4 = 6x8 = 3x6 — 6x8 = 8-0-0 r 14-2-6 i 8-0-0 6-2-6 20-0-0 6-1-10 26-0-0 34-0.0 5-8-0 8-0-0 Plate Offsets KY): 12.0-4-0 Edgel 13:0-5-0 0-2-01 l4.0-3-8 0-1-81 15:0-3-0 Edgel l8.0-2-0 Edael 110.0-3-80-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.92 Vert(LL) 0.19 2-15 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.62 Vert(TL) -0.33 2-15 >727 240 BCLL 0.0 Rep Stress Incr NO WB 0.71 Horz(TL) 0.08 12 n/a n/a BCDL 10.0 Code FBC2010rrP12007 (Matrix) Weight: 150lb FT=0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-7-8 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 3-13, 4-12 4-12,6-10: 2x4 SP M 30, 6-12: 2x6 SYP No.2 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer Installation u' REACTIONS (lb/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 BOTCHORD 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 It NOTES 1) Unbalanced roof live loads have been considered for this design. 1{�{Itiililil/j, 'i% PS A' �sI • • • • • •. r� �� 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; �p ,. • O� e+. � .^•�i✓ E N,3 •• • �i 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. •. ; F -�•.�� 3 9^`- 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. r. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 892 lb uplift at joint 2, 2537 lb uplift at joint 12 and 384 lb uplift at joint 8. o ,•1 STAT E b ` . 4U " 7) "Semi -rigid pitchbreaks 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 sucient to support concentrated load(s) 967 Ib down and 461 lb up atTh• esufficient O •• 4/ . �� P .• 461 Ib 8-0-0 bottom The design/selection device(s) is the Q ��`�� rrf�` Fi 26-0-0, and 967 lb down and up at on chord. of such connection responsibility of others. % �I sS• • • • • • • • •` �� 9) In LOAD CASE(S) loads to the face the truss front back >l1�N A; the section, applied of are noted as (F) or (B). ,; �%\ 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 b=X 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. ��� i 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 MiTe!'tC fabrication, quality control, storage. delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI 8unding 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 0610112012 by ALSC or proposed by SPI8. Job Truss Truss Type Ply 62' Grand Canton III with porch M 11923 GRB HIP �Qty 1 1 ob Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 15=555(F) 10=555(F) xun: 1.34U 5 I'eb 24 zulz I nnt: r.aba 5 Apr ZJ ZU1Z MI I ex mauslnes, ma. Man May 14 UU:04:10 Zu1Z rage Z ID:SrRaEyyrg04M7BG4raWBLWyuFUJ-7VEGltn_HFLyXfpGRUk6VUvC7ZVYGkYpl fQpPEzGdvr FL Cert. 6634� May 14,2012 ®WARMNG - Verify design parameters and READ NOTES ON THIS AND INCLUDED Aff=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. 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 M�Tek' 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/7911 QuaMV CrMeffa, OSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely InlormaHon available from Truss Plate Institute, 781 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 33810-4116 If Southern Plne SP or SPp Lumber is specified, the design values are those effective OGAV2012 by ALSC or proposed by SPIB. Job - Truss Truss Type Qty Ply 62' Grand Carlton III with porch M 11323 J2 MONO TRUSS 8 1 Job e e e ce o a 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 09:54:16 2012 Page 1 ID:x1?zSIzTbJCD11rGPH1 QukyuFU I-7V EGltn_HFLyXfpGRUk6VUvOOZd5Gvfp1 fQpPEzGdvr 1-0-0 2-0-0 Deie. 6- BII 11ire4 rrTA=_K1A II n llnl—ll f--n fn !n 3x4 = LOADING (psf) SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.25 TC 0.13 TCDL 7.0 Lumber Increase 1.25 BC 0.07 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2010/iP12007 (Matrix) LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS (lb/size) 2=122/0-8-0 (min. 0-1-8), 4=19/Mechanical, 3=29/Mechanical Max 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. Scale = 1:7.7 DEFL in (loc) I/deft Ud PLATES GRIP Vert(LL) -0.00 2 >999 360 MT20 244/190 Vert(TL) -0.00 24 >999 240 Horz(TL) -0.00 3 n/a n/a Weight: 8 lb FT = O% BRACING TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7-10; 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 �%`%% tPS A,j'14 1,f` .`�®'� - • �.� C E-NSF •' '�' N-6 39380 1 ATE • 44/Z. 441 11111«N Alit �FL Cert. 6634 ::] May 14,2012 ® WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED AHTEK REFERENCE 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 responsibilflty of the I VI�Tek` erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guld—ce regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TP11 Quality Criteria, DSB-89 and SCSI Buflding 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 06l0172012 by AL SC or pro used by Split. Job * Truss Truss Type Qly Ply 62' Grand Carlton III with porch M1 f323 J4 MONO TRUSS 8 1 ob Reference o tional 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 09:54:16 2012 Page 1 ID: PDYLfd_5MdK4MSQTz?ZfRxyuFUH-7VEGItn_HFLyXfpGRUk6VUvM9ZanGvfp1 fQpPEzGdvr 1-0-0 4-0-0 3x4 = LOADING (psf) SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.25 TC 0.28 TCDL 7.0 Lumber Increase 1.25 BC 0.28 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2010/TPI2007 (Matrix) LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS (lb/size) 3=69/Mechanical, 2=185/0-8-0 (min. 0-1-8), 4=36/Mechanical Max 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 DEFL in (loc) Udefl Ud PLATES GRIP Vert(LL) -0.01 2-4 >999 360 MT20 244/190 Vert(TL) -0.03 2-4 >999 240 Horz(TL) -0.00 3 n/a n/a Weight: 14 lb FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 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=52111; 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 ,`0 t A. 11 q(° 39380 r �{ �r -: 75 TAT E O R `• D N R`I- E 0 FL Cert. 6634 May 14,2012 syh WARPENG - Verify design parameters and READ NOTES ON THIS AND INCLUDED MlTEKREFERENCE 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 responsibility of the MiTek'erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-87 and BCSI Bundfng Component 6904 Parke East Blvd. 5 afety Informaiton �avoiloblesfrom Truss Plate Institute,__ N. Lee Street, Suite 312, Alexandria, VA 22314. r ^_ -_- A^ -a �„ �� o Tampa, FL 33610-4115 Job Truss Truss Type Qly Ply 62' Grand Carlton III with porch MI It23 J6 MONO TRUSS 8 1 ob a ence o io 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 I D:tP6jtz_j7xSx_c_fXi4uz9yuF U G-bhoeW Dod2ZTp9pOT?C F L2iS Oszpy?MvyGJ 9MygzG dvq i -1-0-0 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/deg Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.86 Vert(LL) -0.07 2-4 >964 360 MT20 2441190 TCDL 7.0 Lumber Increase 1.25 BC 0.74 Vert(TL) -0.18 24 >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 = 0 LUMBER BRACING TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-4 4 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=1 1 7/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 8) Max Grav 3=149(LC 13), 2=289(LC 2), 4=113(LC 3) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 144 lb uplift atjoint 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 0 PS A. q�l`�f� :N-O 9 8000 • �drtan �►��° FL Cert. 6634 May 14,2012 WARNING - Verify design parameters and RFAD NOTES ON THIS AND INCLUDED 1677XRP-FERENCE PAGE PHI-7473 BEFORE USE. =. Design valid for use only with MiTek connectors. This design B 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 my■ is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek* �p erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/rPll Quality Cdtedo, DSB-87 and SCSI BuBding Component 69D4 Parke East Blvd. Safety Informaffon available from Truss Plate Institute, 781 N. Lee Street Suite 312, Alexandria, VA 22314. ' Tampa, FL 33610-4115 It Southern Pine SP or SP lumber is specified, the design values are those effective 0610112012 by ALSC or proposed by SPIB. Job Truss Truss Type Q Ply 62' Grand Carlton III with porch Mi A23 JB MONO TRUSS �27 1 Job Reference (Option; Chambers Truss Inc., Fort Pierce FI. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr23 2012 MiTek Industries, Inc. Mon May 14 09:54:17 2012 Page 1 ID: tP6j tz_j7x Sx_c_fXi4uz9yu FU G-bhoeW Dod2ZTp9p OT7C FL2iS U Gzwn7MvyGJ9MygzGdvq i -1-0-0 8-0-0 r 1-0-0 8-0-0 3A = 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 244/190 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 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 203 lb uplift at joint 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 i le 39380 .• SPATE O ��lrr►rrn�U��� FL Cert. 6634 May 14,2012 WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED b7ITEK REFERENCE PAGE MI-7473 BEFORE USE. . Design valid for use only with Mnek connectors. This design is based only upon parametersshown, and is for an Individual building component. Law'Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown ML• is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the �a.• erector. Additional permanent bracing of the overall structure is the responsibility, MiTIC of the building designer. For general guidance regarding fabrication, quality control, storage, delivery. erection and bracing, consult ANSI/TPII Quality Cdteda, 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 60112012 by ALSC or proposed by SPIB. Job 1: .4 Truss Truss Type Ply 62- Grand Carlton III with porch M1 7s23 KJ8 MONO TRUSS 1Qty 4 1 o e e e o t'ona Chambers Truss Inc., Fort Pierce FI. 34982 Run: 7.340 is Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Inc. Mon May 14 09:54:17 2012 Page 1 I D: Lcg54J?LuEancm Zr4Q b7 W MyuF U F-bhoeWDod2ZTp9pOT? C FI2iSXhzwb?F3yGJ9MygzGdvq 7-3-4 3-11-12 Scale = 1:20.3 3x4 = �� 3x4 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr NO Code FBC2010/TP12007 CSI TC 0.29 BC 0.31 WB 0.50 (Matrix) DEFL in Vert(LL) -0.06 Vert(TL) -0.15 Horz(TL) 0.02 (loc) I/deft Ud 2-7 >999 360 2-7 >845 240 6 n/a n/a PLATES GRIP MT20 244/190 Weight: 44 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 9-0-11 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 (Ib/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=11161488 BOT CHORD 2-7=656/1111, 6-7=-656/1111 WEBS 3-7=0/336, 3-6=1220/720 NOTES 1) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6f; 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 atjoint 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) ls 3938 1'AT E r� 4 40 �le'�<< 16 N A� FL Cert. 6634 May 14,2012 L WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED It1ITEKREFERENCE PAGE hill-7473 BEFORE USE. � R. 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 shownTM Is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the �l�Te1 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/TPI7 Quality CrBeria, 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 Spot lumber is specified, the design values are those effective 0610112012 by ALSO or proposed by SPIB. Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 3/" Center plate on joint unless x, y a offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) Failure to Follow Could Cause Property Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system, e.g. and fully embed teeth. TOP CHORDS dia 9 g, is always required. See BCSI. diagonal or x-bracing, 01 u ' /16 ci-2 c2-3 2. Truss bracing must be designed by an engineer. For T 0 WEBS cc 4 Oy y p u �� 3 3 wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 2 `�'Y� O U ab = 3. Never exceed the design loading shown and never a- u U stack materials on inadequately braced trusses. CL 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate cz a s-6 designer, erection supervisor, property owner and plates 0- la' from outside F, BOTTOM CHORDS all other interested parties. edge Of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol 'Indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully. Knots and wane atioint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from `Plate location details available In MiTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. software or upon request. NUMBERS/LETTERS. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted, this design is not applicable for ]CC -ES Reports: use with fire retardant, preservative treated, or green lumber. The first dimension is the plate width measured perpendicular 4 x 4 ESR-131 1, ESR-1352, ESR 1988 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION Southern Pine lumber designations are as follows: 9 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that Indicated by symbol shown and/or SYP represents current/old values as published specified. b text in the bracing section of the Y 9 NDS by AWC in the proposed SPp represents SPIB proposed values as provided 13. Top chords must be sheathed or purlins provided at output. Use T Or I bracing in SPIB submittal to ALSC dated Sept 15, 2011 spacing indicated on design. if indicated. SP represents ALSC approved/new values with effective date of June 1, 2012 14. Bottom chords require lateral bracing at 10 ft. spacing, BEARING (2x4 No 2 and lower grades and smaller sizes), or less, if no ceiling is installed, unless otherwise noted. and all MSR/MEL grades 15. Connections not shown are the responsibility of others. Indicates location where bearings 16. Do not cut or alter truss member or plate without prior (supports) occur. Icons vary but © 2012 MiTek@ All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless indicated otherwise. X 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with Industry Standards: project engineer before use. ANSI/TPI l : National Design Specification for Metal 19. Review all portions of this design (front, back, words y Plate Connected Wood Truss Construction. and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing. Is not sufficient. BCSI: Building Component Safety Information, Wffek"' 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. J Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: Mll-7473 rev. 01 /18/2012 JOSEPH E. SMITH, CLER,� THE CIRCUIT COURT — SAINT LUCIE CO"--' FILE # 3705492 OR BO( 391 PAGE 706, Recorded 05/18/2012 t)2:32 PM AFTER RECORDING-RET)RN TO: 00 PERMIT NUMBER: • flu, enure ii ,.err. ul f,a�:"rd i,u; i,da 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. I. DESCIUPTION OF PROPERTY (Legal description and sweet address) TAX FOLIO NUMBER,3.L1 4 — 501 —1 7 01 —0009 Spanish SUBDMSION 1:8LOCK TRACT LOT BLDG UNIT Section 26, Township 365, Ranae 40R 2.GENERALDESCRIPTIONOFIMPROVEMENT: single family residence I OWNER INFORMATION: a. Name b.Address 8000 S US1, Suite 402, PSL, FL 34952 c.interest inproperty d. Name and address of fee simple titleholder (if other than owoer) 4.CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: Wynne Development Corporation 8000 S US1, Suite 402, PSL FL 34957 777—A7A-5511 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.)3 (1)(a) 7., Florida Statutes: Doug .Brantley 1 Silver Oak Dr. PSL, FL. 201-8418 NAME, ADDRESS AND PI10NE NUMBER: B. In addition to himself of 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 dale of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) 20_ Matthew Lyle Wynne, Vi-p—President Signature of Owne,' Print Name and Provide Signatory's Title/Office Owner's Authorized Officer/Director/Partner/Monager State of Florida County of S 1- T u r i e 1-0�/ ft q -� The foregoing instrument was acknowledged before me this 1day of / 14'y • 2D�_' By Matthew Lyle Wynne' ,as 1` f cl✓ fRFSrDG;T/r (Name of person) (Type of authority ... e.g: Owner, officer, trustee, attorney to fact) Far Wynne Building Corporation (Name of puny on behalf of whom instrument was executed) Personally Known_ or produced the following type of TD: _— DOROTHY ANN HAMER /Cl�layPublic)�iSl Notary Public • Stale of Florida My Camm. Expires D t 2.827 2012 96Commisslon N DD B27D96(Printed Name of Notary Public) (Signature of? ; ° ` Banded Through Nallonal Notary Assn. Under penalties of perjury, i declare that I have read the foregoing and that the facts in it arc true to t e best y t v g an belief (section 92.525, Florida Statu s). Signatures wn or Owner(s)' An Offtcer/DirectorfPartner/Manager who signed above: By: BY R— OWW2001(R—Minr) ?ATE OF FLORIDA T. LKIE COUNTY THIS IS TO CERTIFY THrAT TH► S!I S A TRUE AND CORREC r.� ORIGINAL. S H T ,CLERK �g Wk Data: St, Lucie County E' Building & Zoning Depart went ,. 2300 Virginia Avenue Fort Pierce, Fi,, 34982 772-462-21.65 Pax 772-462-6443 Request for 30-Day Temporary Power Reies se Date: _ Permit Number: Property Address: THE UNDERSIGNED HEREBY REQUEST RELEASE OFE4,LEXTRICAI POWER TO THE ABOVE' DESCRJ-UE0 PROPERTY, FOR A PERIOD NOT TO EXCEED 7 HIRTY (30) DAYS, FOR THE, PURPOSE OF TESTING SYSTEMS AND EQUIPMENT IN PRE, PAItATION FOR FINAL INSPECTION. IN CONSIDERATION OF APPROVAL OF THE REQUE4,-T WE HEREBY ACKNOWLEDGEAND AGREE AS FOLLOWS: 1. This tenipora y power release is requested for the above stated purpose only, and there Will be no occupancy of any type, other than that permitted by cons) -motion during this time period. 2. As witness by our signatures, we hereby agree to abide by all terms and condits pns of this agreement, including Building Division Policy, which is incorporated lm-ein by reference. 3_ /01 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 trade in writing to the Building Official stating the reason for the request. Power may be removed from the site and/or a Stop Work Order issued if the Final Inspection has not been approved within 30 days. A fee of $100.00 will be required to INI the Stop Work Order. WE Y•t.EREBY RELEASE AND AGREE TO HOLD HARMLESS, ST. LUC fr" COUNTY, AND THEIR N,.MPLOYEES FROM ALL LIABILITIES AND CLAIMS OF ANY TYPE OF NATURE WINCH MAY ARISE NOW OR IN THE FUTURE OUT OF THIS ',TRANS kCTION, INCLUDING ANY DAMAGE WHICH Y ICE INCURRED DUE TO THE DISCONNI CTION OF C ELEI."RICAL POWEHE. EVENT OF VIOLATION OF THIS AGR CEMENT. OWNER S It ICA L CONTRACTOR SIGNATURE JUL 13 2012 Professional Insulators of South Florida FTC Insulation Installation Certificate To: E29Grande ie Count Date: October 23, 2012 Re: 270 Lot/Block: Address: Vista Wav 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: JFiberglass Blankets Manufacturer: lRock 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 lCellulose Density: X Fiberglass Blown R-Value: R-30 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: lCellulose Loose Fill Other 3. Interior kneewaIIs have been insulated with: I N' E Fiberglass Blankets Thickness in inches: Rock Wool Manufacturer: UL, 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 14-NOV-2012 06:12 FROM:SOUTH COAT- I �J a;/04/27dV4 12:40 i/24b'.b443 PE ^ .rr R: / Ak-'? 1W M BUIL.DBVCON RACTOR: PEST CONTROL CONTRA PEST CONTROL. L UXNSE W% ft un4ravm4 hall / ad ter" mmr in m=dj P�ntaprr of sniutl®n: �,; � �wfoo"i "Trubrient _.R*-Thwt 772344GO42 SLc �j W:I MN1c% !L 34M 72462 '2= ftX 77344 i ME (;l,N THAM rmucargioN son TpJ i 0"m e . DRESs� I out va Sit"* pr+ o@W on W Tod galao to Tww orTredm ,� . I!{� .'I I ttv Mww mt W Ev s mlp&Oo nor ODl�r�brd cp Ib�►dlr�gor�r��hrr af�'!�►�cEt�r er�ll�r�dlrc AV An" dAwA" 7�i�ftos brp' t'"oof cr*vwm �Ilerp�+►yb�rieo �eoNS�f at�lt�tr T1■trawrt C�r�c!'i`�raer �r � rWulw wvAwar•awArdwomma�. b�ra,�rr a�j a ►� CaolXaer�ar' olkpradl�rtua�, ��ieq�eaf�E�'i�n �r�mr, 41nr� b�MM� ch�ht�ltl�¢ par��mnar��►obrr a►idn�ril'r'aDw►'d�■brI r411M( r dNft A'��dlerr�IGrr�Arm�eb'1i;'�Jbre�m�lr��! St Lu�ft Cow*rsqu Ib� atrrnl �insp4t m Ibr m A mm TOaA�qO6443 P.1/1 nl: TZONS PAGF. oval T�MElff !NT . :J WOW Mn W Arod�etlm m Rt p1ti writ &I f r Am fidattw w fto r�l��►id��+ibrr Orrraol�rtirpoMd� bird a/dlr b�b� s°a arar u� l�l abwbnprt,�M smew !u 1a (p kw oA 54752678 Plant: Begin Loadinli: To Job: Arrive Job: Start Unload: Finish Unload: Leave Job: Return Plant: () 9 2 /1 O'�,' 2 Customer Code: Customer Name: Customer Job Number., Order Code / Date: 30 2 f� 6 0 5 RIDDHEY H! LL' S CONCRETC "..'ONST 58 1 C - Project Code: Project N"m a Order '.0 e: Project P.O. Number: . Number: F t L 3 f" t Ticket Date: Delivery Address: Map Page: Map/Row/Column: J. �- / I I �, Delivery Instructions: ::-qq Dispatcher, C-� l Ticket Number: Due On Job: Slump: Truck Number: Driver Number: I Driver Name: End Use: (), _ I , I 7 � _( - - 1 5. C I ( - o -) ( j 23 7 4 1. 0 9 2 2,-) ANGE-1- DFLATORRE L.K1DS3CP_- I LOAD CUMULATIVE I ORDERED MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT QUANTITY QUANTITY QUANTITY I 3 tic) T 1. 36 _500 I:0 T R E C E I V E,-. D T 2 5 2012 .fi 1 Of", I R I! N M C_� t4 T t� 1 i, G F I F), Ro C Cash Check# /Auth Code: Signature of Driver Receiving Cash: Cash Received: 'T&tal Cob 6kler-Xiii6Uk 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: J, SIGNATURE Q 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 inf&rmaflon, 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 INVOICE This Delivery Ticket incorporates herein, by reference Buyer's previously executed 0--lit Application, if any, Seller's Standard Terms and Conditions, Seller's Quotatic ' any, and Seller's Order Confirmation (il ling limitations of warranties), as if fully set forth on this Delivery Ticket ("Agreciu,-nt"). 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 tli to'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.cemexusa.com. Este ticket de entrega incluye como referencia al comprador (ya previamente ejecutada en- su aplicaci6n de credito); cualquier termino estandar, condiciones del vendedor, propuestas del vendedor y orden de conftrmaci6n 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 as% ser requeridos. Con este doeumento, el. comprador acepta los mismos ya antes mencionados y que las canti.dades y materiales fueron entregados como,se expresa en el mismo. Acepta pagar el monto de acuerdo at contrcto; it mends que se identi- fique con una rota at frente de este documento. AGREGADOS J-,.( .k,MkN,'fO..i.]V.RODUCTOS DE CONCRETO / CENIZAS VOLANTES Los productos de agregados-,sb&'niaterialcs•ridfiu ales como piedra caliza, dolomita, granito, roca volcanica, arena, grava y otros materiales silicios. Los productos de cemento incluyen Cemento de tipo Portland, de albanilerfa, pozzolan (tipo IP), azulejo de azotea y estuco. Los product 03 L-, e concreto "incluyen cemento Portland y productos de agregados como piedra caliza, dolomita, granito, roca volcanica, arena, grava, y otros materiales silicios. Estos productos incluyen cenizas volantes (fly ash) la cual puede contener mas de 0.025% de silicio cristalino. Peligros: Mezcla de cemento fresco y/o cenizas volantes pueden causar initaci6n en los ojos, quemaduras en piel y ojos, y reacciones alergicas en la piel. Concreto seco y polvo de agregados, pueden causar irritaci6n en los ojos, pie] 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 cancer si son inhalados. En caso de ser ingeridos, mantenerse en temperatura calida, reposar y tomar grandes cantidades de aqua. Las cenizas volantes pueden contener amoniaco. Seguridad• La humedad puede causar la liberaci6n del amoniaco. La inhalaci6n del amoniaco puede causar toner, irritaci6n o quemaduras en la nariz, garganta y pulmones. Acudir inmediatamente at medico. El riesgo en la salud depende en la duration y el nivel de la 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 despues del manejo de,materiales. Evite inhalar auxilios• polvos. Si se expone a polvos m6s de los limiter 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, 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 irritation continua. CEMEX 920 Memorial City Way, Ste. 100 V5 combinado Houston, Texas 77024 06/10 Para_t�nds informacion visita.www.cemexusa.com. 15-OCT-2012 06:17 FROM:SOUTH C uVV4/?kII2 12:40 I/X4b264 Pit PERMIT' -7 BUILDER/CONTRACTOR: — REST CONTROL CO PAC PEST CONTROL UCENSE 0 W@,, the ur*mWw4 hmby =0 mjbtwwman WnMw in acmdarm sqw* fed W arm h out i Paco .,.e of 3clutlan: oam Trembnent 0dw .1 Trentrnmt PA-Tmnt I paft. 77womutbommaptW&M Orr diwy+d psma c2A cm*law vepomdft 11 jowbw#md*w so AW&W dFMAft T, pm4ftfi aWJbr&WPMM d*PW C&WhWsWpvA*&WpmdWuw "A%4 dwff" W4 Pow PA*camosommat ZF6*mfd)e 4w St Luck Caufty requkm fbr the TE 9 7723446042 SLC I ;% FL 34942 FIW772-M ERMM' I SOIL TM that va hm4Wmd9d tft 90 with thd fiWk urb of the Nd&, Ch*nkmb USM: Tod pil" 7w@ of Tmdm m�J_,Slab ----Pools --...-..Jp,o Imm , f 4c - f ongg tcm;W6wffwAw*mp* wit Abw 4014 MANWIF lom a dw and iO4,0� dfOLVNW M4 awrAwmoMl'idjbrhmWP*w iicim for CUP a TDB; id =Mtmal 0 br MdAmobdaflOM FA P. 1/1 PAGE 81/01 NED T 16 2012 and mftloan fi9wtwwd*Jvb emb, mwr0A60jrm*vwftfi Iry pow Jl I*- 71l OM9 afffifMo 04 bmm•aw im .6 m*uw *w of VW4 St dw to 1*1~ an i P.1 Aug 20 12 08:46a wynne bldg coin 4094580 ®/►c d M C— x A144.71- J 2 A <—, Tel --> —7 ;x% in.Loading To;o}S Arrive Finish�l'Rifun-0 Customer Coda: customer Name: Custoner Job Number. Order Code! Date: .. Proloct P.O Nutnpac. der PO. Number Ticket Date: Delivery Address: Map page: Map1Rcw!CoIjmrr: Delivery Instructions: Ticket Number: Due On Job: Slump: Truck Number: ve r tri Driver Name: End Use: 0 Number: LOAD CUMULATIVE ORDERED QUANTITYQUANTITY QUANTITY MATERIAL GOIX PRODUCTION DESCRIPTION U0M UNIT PRICE F AMOUNT A. 4 J:j HCash Check # I Auth Code: Signature of Driver Receiving Cash: I Cash Received: ToW COD OrdarAmc"nt to Collect Check I '— Without Standby Charges: C-rime.lts: WATER ADDED:..-" GAL YARDS IN DRUM: WHEN ADDED. SIGNATURE CURB LINE CROSSED AT OWNER'StAGENT'S REQUEST: SIGNATURE Q LOAD WAS TESTED BY: Notice: Our drivers will make every effort to pleas malerlais;vvhere the customer designates, but the SPECIAL TERMS: Any water added is at customers own risk. —It Compact' assumes no respcirisbility to., damages Inside curb; .or property line . Vater Is acced an job, concrete strength Customer agrees to the .18 no longer guarantesq, WARNINW,,Procluct may cause skin arft, eye irritation. CAUTION: Material 3Rms,of sale and delivery and accepts concrete as is. Dug to Important fa -.tom which are out of our may be hazardous tq�your safety. lind . Plnie, refer -Iii-Itim.13stitside of this ticket for imporlanI. control after delivery, this Company will not accept any responsibility for the finished results. No credit lot saoty he - inTc-' - nod'Ib the materia: - safety data sheets fcr`addldonal information. returned concrete. Buyers exce�)tions and claims shall be deemed waived unless made to us In writing AUT,,Rnfn,4,,�,,�N-A0TfiUQnj! within One business day after the rouslPt of -materials. 6BUNIVE9SAL INVOICE Lab, CEME-}X 54760263 Plant: Begin Loading: To Job: Arrive Job: Start Unload: Finish Unload: Leave Job: Return Plant: r' Customer Code: Customer Name: Customer Job Number: Order Code / Date: :=j R 0 D N LY P-iF11_{_ e .:1 r11G[-,ICR11Y T= k:C_![:,i=t i:'."i r'sCtJ'12 Project Code: Project Name: Project P.O. Number: Order P.O. Number: (� �.•.4 ,^1Y.1 i,.ii_ j_y t:,• . I, lb {, -, fS ..,, 14 ,i-•..; k,{v <�l' � ,ii"�( I Ticket Date: Delivery Address: Map Page: Map/Row/Column: / cq) Delivery Instructions: Dispatcher. i'rr.r _ . _ i< • /=;f=;ti t OFF i G :! Ticket Number: Due On Job: Slump: Truck Number: Driver Number: Driver Name: End Use: •� ° (_if je _ f i (-) .. �_ 3(_3 i.. �•.:�,�r i (- t• i .- )9— qq9 4'"--R!� C"7* J-31 L_E._ 5 i t1tWU 3,� ❑❑ ;'� �_ r'! +-INO v C-:'i I ;.)i-i t�_I_. LOAD CUMULATIVE I ORDERED MATERIAL CO�E PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT QUANTITY QUANTITY QUANTITY PIN1,1 * [� P 7•. il{•'Ifd 4Y f• ?�'1 i'41.J J Cash Check # / Auth Code: Signature of Driver Receiving Cash: ] Check Charge Comments: WATER ADD Cash Received: Total COD Order Amount to Collect Without Standby Charges: GAL YARDS IN DRUM: WHEN ADDED. 1 SIGNATURE CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: 8 dJ j � SIGNATURE (►V/J l\� 1 ❑ 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.. l- 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>f Product may cause skin andlo`ye 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 Fealth,�,Please refer to the,tt��a�cl�side of this ticket for Important control after delivery, this Company will not accept any responsibility for the finished results. No credit for safety hand mg infinformaticn, and tb t e materiarsafety.data sheets for ed3ltional information. returned concrete. Buyers exceptions and claims shall be deemed waived unless made to us in writing AUTHORIZED SIGNAT R -" within one business day after the receipt of materials. 68UNIVERSAL PRE',;l T RK ^ INVOICE L..OnD MRVI a 1 This Delivery Ticket incorporates herein by reference Buyer's previously executed Credit Application, if any, Seller's Standard Terms and Conditions. Seller's Quotatic zany, and Seller's Order Confirmation (ir ling limitations of warranties), as if fully set forth on this Delivery Ticket ("Agree t"). Seller will provide the Standard Tern d Conditions upon request.. Buyer agrees that, unless otherwise noted on the front hereof, all quantities and items were delivered as indicated and further expressly agrees to pay in accordance with the Agreement. AGGREGATE / CEMENT / CONCRETE PRODUCTS / FLY ASH Aggregate products are naturally occurring materials including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. Cement products include Portland cement, masonry, pozzolan (Type IP), roof tile, and stucco. Concrete products include Portland cement and aggregate products including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. These products, including fly ash, may contain more than 0.025%n 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. C.EMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combined Houston, Texas 77024 02/12 For more information please visit www.cemexusa.com. Este ticket de entrega incluye como referencia al comprador (ya previamente ejecutada en su aplicaci6n de credito); cualquier termino 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 terminos estarrdares y condiciones detal- lados en caso de asf ser requeridos. Con este documento, el comprador acepta los mismos ya antes m.encionados y que ]as cantidades y materiales fueron entregados corno se expresa en el mismo. Acepta pagar el monto de acuerdo al Contrato; 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, gr•anito, coca volcanica, arena, gravy 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, rota volcanica, arena, gravy, y otros materiales silicios. Estos productos incluyen cenizas volantes (fly ash) la cual puede contener mas de 0.025% de silicio cristalino. Peligros: Mezcla de cemento fresco y/o cenizas volantes pueden causar irritacion en los Ojos, quemaduras en piel y ojos, y reacciones alergicas en la piel. Concreto seco y polvo de agregados, pueden causar irr•itaci6n 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, Ids cuales pueden causar silicosis pulmonar y cancer si son inhalados. En caso de ser ingeridos, mantenerse en temperature calida, reposar y tomar grandes cantidades de agua. Las cenizas volantes pueden contener amoniaco. Seguridad• La humedad puede causar la l.iberaci6n 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 sa.lud depende en ]a duraci6n y el nivel de la exposici6n. Seguridad: Evite e.l contacto con ojos y contacto prolongado con la pie]. Use guantes, protecci6n en .los ojos y ropa Primeros adecuada para protecci6n. Ldvese las manos con jab6n suave y agua despues del manejo de materiales. Evite inhal.ar auxilios' polvos. Si se exporre a polvos mas de los limites recomendados, use protecci6n respi.ratoria. 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 fordo con agua. Acuda a atenci6n medica inmediatamente si la irritacion continua. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combinado Houston, Texas 77024 02/1.2 Para mas informacion visita www.cemexusa.com. 2-JUL-2012 01:12 FROM:SOUTH C, -,- 7723446042 alib4/2u3, c 12: 4a /I SLC T-11626443 �� r P.1/1 PAGE 01/01 CERT11 co 11PAve F4Rk Piil+r,., FL 3402 rrz�sz-zsaal Pic 772-"g TE of TERNM 1 tucrM SOIL"E NT PEp-mrr #: /dam �.( -4 3 8 ADDRESS: fv'/Ul-'c G-5` 13UlLDEPJC0WRAL7OR: PEST CONTROL GDNT GCOR: REST CONTROL LICENSE 11 We, the undersigned, hereby oerrttly subtetrarl n teumltes in aoeordaf& Square tinttf ar+e�t treaters: / Percurwoe of solution: U -Jla daft of T1 eatinent Footing �.,a� Theatrr>�nt . _Re-Tk!at _. + that wre hm proovaWd the Wxrp.. with tf a standards or the Noonal CherMaals used:.. Total galore used:: r " Tkns of Tt'eaftnec web ,r i 0- Tr gals _Tm3tmant ---J. .th dam bed = Pest Conti A C7'I�l drudbkl fbr mdatforh S tl)- at atment Ke-Treat other , „Perim fbi Sigrotwe oj5ftmWmftr FlnalTnspecWn • _— -,t Trreatm; Re-'Y�t Rate: 7b" meat b a a awpbw f&4n for ardi mgww &wwm X ar and A& me aho an bye job .�ot+e tb brr pad ep by a3lys h�eotar� o4nao txf era�di cr i� ,so►�eitltl A7l�tbhn lbtia�l a � tip dwyod ra o4.Y.e Cmd aIppolcb* 77 drC JbrpnhazW ► of ftWi x A rest+ DbmV swbe paavtow to 160a a &F&2ft�Catmeft as and tagcried dell br /snow" a wpyfr#* bye & based to mad RpyAr 1�les 770 7huVI M G�rEI'"& .s�as/pr x4hb do prgt�uct dry of 6W ,Ease &W cf 6ff �a baft eras ba�be� ahiernka/ eel Pcrr.-rt Efa►r and ntJnr,Ermr dfla►is weed, lv • ward d ramt om beu"W"t 11'lYaesaile em}%I�vr r,rr�rad lbrnerrrlA� br end, arwliraentalaet/ be mr, prbrio *WbAgft 4wmw , St Lucie CounW "qubae for th6 final In on for Co, a "nmt Sdckwltu be pieced on 5ecuan Na, DESCRIPTION .BUILDING PLANNING (Chapter 3) LOCAL DESIGN CRITERIA (Table .2(1) unless Weathering area L re r Q G d � noted otherwise) Frost line depth /L'l,4 Floor live load (Table R301.5) L0 psf Termite area Roof live load (Table R301.6) 3 '7 psf Decay area Ground snow load f'o psf Winter design temperature .112 Basic wind speed % D mph Ice barrier underlayment required %r' Wind exposure category (R301.2.1.4) G Flood hazards "/ High wind design criteria applicable .(R301,2.1.1) 1/ < 3 Seismic design category (SDC) IFigure R301.2(2)J yy I /� SDC G&D provisions (R301.2.2) Al /f) EXTERIOR WALL LOCATION (R302) IVIA 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 REQUIREMENTS 3u3 mrou n KjuS e fni =irh Use ftWidth ceilin ilin Natural ventilation* Living 120 7'-0" 7'-0"- 5'—D" 8% floor area 4% floor area Dining 70 T4" T-0" 5'-0" 8% floor area 4% floor area Kitchen N.A. N.A. T-0" 5'-0° 8% floor area 4% floor area Bedroom 70 7�4" 7'-0" 5'-0" 8% floor area 4% floor area Bathroom N.A. N.A 7'-0" 5'-0"t 3 square feet 1'/2 square feel. . See Sections R303.1 8 R303.3 for mechanical ventilation and artificial light t 6'4' min. over plumbing fixtures. i_ Required heating (R303.8) SANI7}TION (R306 and R307) y/ Water closet Lavatory - Tub or shower Kitchen area with sink Sanitary sewer (Chapter 30) /L//,4 Private disposal (Appendix[) GLAZING (R308) r 1,-51 Identification (R308.1) AV 0 Louvered windows or jalousies (R308.2) 11vJ,P Human impact loadslha2afdous-locatiorrs— (R308.3/R308.4) Skylights and sloped glazing (R308.6) GARAGES AND CARPORTS (R309) V No opening between garage and sleeping roam (R309.1) Opening protection (garage to residence); 131e" solid wood doors, 20-minute fire -rated doors (R309.1) lJ M Penetrations (R309,1.1, R309.1.2) Garage -dwelling separation; '/2"gypsum board on garage side, except sle" Type X re- quired below habitable rooms (R309.2) -3- v Floor surface noncombustible; sloped floor (R309.3) /iO Carport: open two sides; noncombustible floors; sloped floor (R309.4) EGRESS 13310 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-1 1!4 Window wells (R3f0.2) 1- (r i; Exit balconies (R311.2.1) Exit access or hallway ? 3' (R31i.3) One exit from each dwelling unit (011.4.1) tl� Landings for doors (R311.4.3) %R Stairways; minimum width = 3'0'; maximum stair rise = 7314"; minimum tread =10" with 314"-1'/," nosing; minimum headroom = 6'8" (R31f,5) /L/'a Landings for stairways; minimum dimension 36" (R311.5.4) �0 Special stairways (R311.5.8) Ramp slope (1:12 maximum) (R311.6) %A Ramp landing, minimum 3' x 3' (R311.6.2) ID Ramp handrails; one required if slope y 1:12 (R31f.6.3) UVVCLLINU UNI I Dc:r-nrCml iviv Vn 1 . f Under stair protection (A,, " 2.2) Handrails; required on one side of stair, hand- rail height = 34" to 38'; Type I or Type II grip (R311.5, 6 - R311.5.6.3) Stairway illumination (R303.6, R311.5.7) Guards: required for porches, balconies, ramps, open sides of stairs, or raised floor surfaces 5 30" above floor; 34"-36" minimum guard height (R312.1) Opening limitations (R312.2) Tlvo-family d" Is: 1-hour fire-resislance rating (R317.1,, Supporting construction (R317.1.1) Townhouse: 2 hour exception (R317.2) /4 ► °i Continuity (R317.2.1) Townhouse"parapet (R317.2.2) Townhouse structural independence (R317.2.4) Rated penetrations (R317.3) SMOKE ALARMS (R313) MOISTURE VAPOR RETARDERS (R318) Location and interconnection (R313.2) -Required (R3M.1) Power source (R313.3) DECAY AND TERMITE AREAS (R319 and R320) M ni n C�TI(� /D7gA1 G Proteclion required (Table R301.2(1), 09.1, 1_�-� Labeling (R314.2) l'a Surface burning, thermal harrier, specific ap- proval (R314.3 - R314.6) WALLAND 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) Quality mark (R319.2 and R320.1.1) SITE ADDRESS (R321) Wj Premises identification (R321.1) ACCESS 61LITY(R322) . Accessible dwelling units applicable (R322.1) ELEVATORSIPLATFORM LIFTS (R323) pV P-1 Referenced standards FLOOD -RESISTANT CONSTRUCTION (R324) General (R324.1) Hazard area and elevation requirements (R324.2 and R324.3) ❑esign professional (R324.3.6) FOUNDATIONS (Chapter 4) MATERIALS (R402) /l 0 Wood foundations (R402.1) Concrete, compressive strength (R402.2) Soil bearing value (R401.4, R403.1) ooting width (seepage 5) Footing edge thickness = 6" minimum; footing projection = 2" minimum, but S footing thick- ness (R403.1.1) AIM � % Sill plate bolting in concretelmasonry ='/," di- ameter bolts or as required for unbalanced rill within 12" but not less than 7 bolt diameters from comer, 7" embedment (R403.1.6, Table ----------- R-4041(2)) Footings adjacent to slopes (R403.1.7) . /�10A Frost protected shallow foundations (R403.3) FOUNDATION WALLS (R404 - R406) Top reactions, support, anchor bolt spacing [Tables R404.1(1) and R404.1(2)] Footings in SDC.0 or D (R403.1.2, R403.1.3 and R403.1.6.1) Masonry and concrete foundation walls (R404.f, 1, R404.1.2) Al*Depth below (outside) grade =12" minimum; but below frost line except for frost protected SDC D provisions (R404.1.4) footings. (R403.1.4, R403.1.4.1 and Maximum wall height [Tables R404.1(1) - R403.1.4.2) R404.1(3) and Tables R404.1.1(1) - R404.1.1(5)j -4- TABLE R403.1 MINIMUM I -' — ,-n Ul- cUNGRETE OR MASONRY FOOTINGS (Ina, " 1-1,501 LOAD -BEARING VALUE OF SOUP-, 2,000 i 3,000fj >_ 4 00D j.Convenfrional li ht—frame construction _ 12 12 12 12 i5 12 12 12 3-stor 23 1 17 12 12 4-inch brick veneer over light frame or 8-inch hallow concrete masanr 1-stor 12 12 12 12 2-story 21 16 12 1 12 3-stor 32 24 16 112 8-Inch solid or fullv 1-stary cirouled masonry 16 12 I 12 12 2-story 3-story 29 42 21 14 32 21 12 16 For SI: 1 inch = 25.4 mm, 1 pound per square fool = 0.0479 kPa Fnnlinn wirnh in 17 inrhrs a sinale wvlhe of solid or fully grouted 12—inch nominal concrete masonry units is permitled. FOUNDATION WALLS (cont'd.) UULUIVIIVJ th4Ur J Maximum unbalanced fill height [Tables Protection from decay or corrosion (R4o7.1 and R404.1(1) - R404.1(3) and Tables R404.1.1(1) - R407.2) R404.1.1(5)] Structural requirements (R407.3) Minimum nominal wall thickness [Tables Anchorage (R407.3) R404.1(1) - R404.1(3) and Tables R404.1.1(1 R404.1.1(5)] Wood columns (minimum 4" square) (R407.3) Reinforcement size and spacing (Tables Steel columns (minimum 3" diameter, standard R404.1.1(2) - R404.1.1(5)] weight) (R407.3) ik� Height above finished grade (R404.1.6) UNDER -FLOOR SPACE (R408) Sill plate size (R404.3) Ventilation (R408,1 and R408.2) Insulating concrete forms (ICF) (R404.4) Drains required if habitable or usable spaces are below grade (R405) Soff class (Table R405.1) Dampproofing if basements are below grade* (R406.1) Waterproofing if high water table* (R406.2) ` if uninhabitable, see under-ftbor space (R408) Unvented crawl space (R408.3) Access (R408.4) Removal of debris (R408.5) Finished grade (R408.6) Flood resistance (R408.7) FLOORS (Chapter 5) -- --- WOOD JOISTS AND GIRDERS (R502)---------------.- -- Beanng 1:5" mint I�"n - masonry or concrete) and lapped joists (311) 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(?)) R502.7.1) Joists — Nonsleeping areas, LL = 40 psf Drilling and notching (R502.8) 64[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 (R502.11) -- bearing walls (Table R502.5(1)] — Girder spans and header sppans for interior Draftstopping (R502.12) bearing walls (Table R502.5(2)] Joists under bearing partitions (R502.4) -5- LUM EK t-LUUK bI tz/Al Y INU (NOUJI ) STEEL FLOOR FRAMING (RbUn) ,• Allowable span (Table R& Cold -Formed ste, 'iplicability limits; in -line End joints (R503,1.1) framing (R505,1) WOOD STRUCTURAL PANEL SHEATHING (R503.2) Structural framing (R505,2) f Grade (R503.2.1) Material (R505.2.4) Thickness (R503.2.1) I J Identification (R505.2.2) i f --y— Allowable spans [Tables R503-2.1.1(1) and Corrosion protection (R505.2.3) R503.2 1.1(2)] Fastening (R505.2.4) Installation [cable 60Z3(f)] PARTICLEBOARD UNDERLAYMENT (R503.3) Grade (R503.3.1) Thickness (R503.3.2) Floorconsttuction (R505,3) C?jjNXTE FLOORS (ON GROUND) (R506) Thickness: 31/2" minimum; Concrete strength �(R506.1) ns VJ T�oPP -r fill = S maximum sand or gravel fill = 24" TREATED -WOOD FLOORS (ON GROUND) (R504) _ �R506.2.1) Base course: 4" thick with maximum 3/4" (/�/Base course: 4" graded with 2" maximum gravel or 1/," crushed stone (R504.2.1) aggregate (R506.2.2) Moisture barrier: placed over base course L/ Vapor retarder (R506.2.3) (R504.2.2) -.Materials (R504.3) WALL CONSTRUCTION (Chapter 6) GENE!RALL 601) �' _sign (R601.2) Component and cladding wind loads [Table �30 P2(2)] /Windows in windbome debris regions (R301.2.1.2) WOOD CONSTRUCTION (R602) Construction [Figures R602.3(1) and R602.3(2)] — ----S1tid-grade-(R602L-2)_..------- -- �'� Exterior walls (R602.3) Stud spacing (R602.3.1) l'� Interior load -bearing walls (R602.4) f''Lff' Interior nonbearing walls: 2" x 3" at24" o.c. or 2" x 4" flat at 16" o.c. (R602.5) Drilling and notching — studs (R602.6) Drilling and notching —top plate (R602.6.1) �v f Headers [Tables R502,5(1), R502.5(2), R602.7.2 and Figure R602.7.2] S f Fireblocking (R602.8) % (A Cripple walls (R602.9) p Wall bracing method (R602.10.1 and R602.10.3) Wall bracing amount and location (Table R602,10.1) Wall bracing length (R602.10.4) 0- SDC D (R602.10.9, R602.10.If and R602.if) STEEL WALL FRAMING (R603) Structural framing (R603.2) Material (R603.2.1) A20: Identification (R603.2.2) _ Corrosion prot ection R603.2.3) Fastening (R603.2.4) Wall construction (R603.3) Headers (R603.6) Structural sheathing (R603.7) N SHEATHING (R604 and R605) _ Wood structural panels (R. Particleboard (R605) MASONRY CONSTRUCTION (R606 - R610) General design (R606) /'r It ' SDC C and D (R606.12) INSULATING CONCRETE FORM WALL CONSTRUCTION (R611) - General design (h�ei�.f andR611.2) Type of ICF wall design (R611.3 - R611.5) Construction requirements (R611.7- R611.9) CONVENTIONAL CONCRETE WALL CONSTRUCTION P612) Unit masonry (R607) . ~ A-__ Design basis (R612.1) A/ flL Multiple wythe masonry (R608) WINDOWS & DOORS (R613) . !/ Grouted masonry (R609) Genera(; windperformance; testing Glass unit masonry (R610) and labeling R613.1 R613.4) WALL COVERING (Chapter 7) INTERIOR WALL COVERING (11702) 0- Wood shakes and shingles (R703.5) Plaster material (R702.2) -- - --------- Exteriorplaster. :)-- �14 faster support (R702.2.1) T - Stone 8 masonry veneer s-4' minimum i Figure R703.1J; Steel angle lintels-4"minimum bear- �ypsum board material (R702.3.1) ing each and (R703.7.3) Gypsum board support, application and fas-�' Veneer Pies: #9 U.S, gage wire or#22 U.S, 1 T tenmg .(R702,3.2 - R702.3.8), gage by 'I." corrugated metal: 24" o.c. maxi- mum horizontal spacing; 2.67 square feet Ceramic the (R702.4) maximum area supported (wind > 30 psf and SDC C or D, maximum area = 2 square feet) -( Other finishes (R702.5 and R702.6) (R703.7,4.f) - EXTERIOR WALL COVERING (R703) 7A Flashing (R703.7.5 and R703.8) Water -resistive barrier (R703.2)M �j°' Exterior Insulation finish systems (R703.9) Wood siding (R703.3)_ Fiber cement siding (R703.10) Attachment and minimum thickness (Table R703.4) ROOF -CEILING CONSTRUCTION (Chapter 8) /I/ (� Lateral support and bridging (R802.6) GENERAL (R801) Design (R801.2 and RB01.3) w Framing of openings (R802.9) loads able /Wood trusses (R802. L. 6. Component and cladding wind loa 1T r ,� Rooftie-down (R602 2- 9 R301.2(2)J —1�-' � � R OOF FRAMING (R802� CEILING JOISTS [Tables R802.4(1), R802.4(2)] i retardant -treated wood (R802.1& y __ i ou a io storage; tL --IFire- With attic storage LL = 20psf I Framing details (R802.1" _-- -- . :/�✓ Spacing Rafter tie (4' o.c.) (R802A f) 11 f �Species / Collar ties (4' o.c., in upper third of attic) Grade (R602.3.1) f (4� Purlins 2" x 4" at 4' o.c. minimum) i�87.-�. I Span -- (Figure p p x �, 3-1 _ Size f 41 S,P Bearing (R802.- 'a,,: y e rL, f Cutting and notching (R802 Engineered wood products (R802- 1., 6 -7- RAFTERS [Tables R802.5,1(1)-RBI- STEEL ROOF FRAMING (RL__„ Ground snow load/LL = 20psf Controlling design (LL or snow) Ceiling attached/ceiling not attached Spacing Species Grade Span Size Hr/HR; Adjustment factor General (R804.1) Structural framing (R804.2) Material (R804.2.1) dentification (R004,2.2) ,/ Corrosion protection (R804.2.3) Fastening (RB04.2.4) Roof construction (RB04.3) Roof tie -down (R804.4) ROOF VENTILATION (R806) Ventilation requirements (R806.1, R806.2, G de ess ATTIC AC S (R807) Thickn Access requirements (807.1) �'AIICT)wable JW allowable stresses/grading spans (Table R503.2.1.1(1)] 803.2,1 IN CLEARANCE (R808) Insulation requirements (R806.3, R808.1) 3 Installation (R803.2.3) ROOF ASSEMBLIES (Chapter 9) ROO�F.GL 51FICATION (R902) oof covering materials (R902.1) WEATHER PROTECTION (R903) % Flashing (R903.2) (' Coping (R903.3) Roof drainage (R903.4) MATERIALS R904) Compatibility; specifications; physical aractetis3ic entifcafion_(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) Wood shingles (R905.7) ;t- (A Wood shakes (R905.8) It -up roofs (R905.9) C/ Metal roof panels (R905.10) Modified bitumen roofing (R905.11) rr' f Thermoset single -ply roofing (R905.11) Thermoplastic single -ply roofing (R905.f3) /� (l Sprayed polyurethane foam rooting (11905.f4) Liquid -applied coatings (R905.15) R00F I. CATION (R906) General (13906.1) REROOFING (R907) Materials and methods (R907.1) I Structural support (R907.2) y Recover vs replace (R907.3) -13- MASONRY FIREPLACES (R1001) Construction (Figure R1001.1 and Table R1001.1) SDC D reinforcing/anchorage (Ri001.3 and Spark arrestors (R1 I. i) wall thickness; >_ 4" (R1003.10) Flue lining - material/installation (R1003.11 and R 1003.12) R1001.4) Multiple flues (R.1003.13) Firebox walls and dimensions (RI001.5 and Flue area (appliance) (R1003.14) / R1001.6) Flue area (masonry fireplace) (R1003.f5) / Steelfireplace 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) C t,imnPy crickets (R1003 20) Mantel and trim (R1001.11) Fireblocking (R1001.12) MASONRY CHIMNEYS (111003) Construction (Table Ri001.1, R1003.2, R1003.3, and Figure R1001.1) V Corbeling (R1003.5). / _ Changes in dimension (131003.6) r Additional load (R1003.8) Termination (R1003.9) FACTORY -BUILT FIREPLACES (R1004) Labeled and listed (R1004.1) Installation (R1004.2) / FACTORY-BUILTCHIMNEYS (R1005) jI Listed and labeled (R1005.1) Installation (R1005,3 and R1005.4) EXT .r IER OR AIR SUPPLY (111006) / v Intake size (R1006.2) ENERGY EFFICIENCY' (Chapter 11) Compliance; material and equipment J (N110i.Z, N1101.3) Climate zone (Table N1101.2), 'Se energy gy conservation plan review record MECHANICAL (chapters 12-Z111 r 1*' Appliance labeling (M1302, M1303) Appliance access (M1305, M1401) 110'S A pliance installation (M1307) he equipment; Heating and cooling ter 14} ZExhaust and cooling load calculations ( P systems (Chapter 15) Quct systems (Chapter 16) j►/ 1 Combustion air (Chapter 17) Building envelope (N1102) Mechanical systems (Nf 103) �✓f1 -- Chimney and vent location and terminations (Chapter 10 and Chapter 18) //T pecial fuel -burning equipment (Chapter f9) Boilerslwaterheaters (chapter20) A., Hydronic piping (Chapter 21) j71 jf% cial piping and storage systems (Chapter 1v l:4— 2p Solar systems (Chapter 23) i Penetrations of fire -resistance rated assem- blies (R317.3) w Application (G2401,1) General regulations (G2404) Pipe sizing (G2, Piping materials (G2414) Appliance location (G2406) Air requirements (G2407) !i Installation (G2408) . Clearances (G2409) Electrical and electrical bonding (G2410, G2411) Water service location and depth (P266 Piping installation (G2415 and G2419) Piping support (G2418 and G2424) Valves, controls, connections (132420, G2421 and G2422) Venting (G2425 - G2428) Misc appliances (G2423, G2429 - G2453) tribution-system-desigra- �' Sanitary and storm sewer location and depth Drain, waste and vent pipe sizing and riser di- (P2603, P2604) j agram (P3004, P3005, Chapter 31) I Piping support (Table P2605,1)�, Sumps and ejectors (P3007) Listed plastic materials (P2608)_ Backwater valves (P3008) ^' S Plumbing fixtures (Chapter27) %� `� Fixture traps (P3201) / C/ Water heater size and location (Chapter 28) - - /� (lePenetrations offire-resistance rated assem- blies (R317.3) ELECTRICAL (Chapters 33-42) 44; Penetrations of fire -resistance rated assem- blies (E3302.2) 17' jl Listed and labeled materials (E3303) (_ Service equipment and location (E3501, ,rE3506) /Service size and load calculations (E3502) y Available fault current (E3506) System grounding (E3507) . -" — Required -branch circuits (E3603)- — Z-Feeder requirements and load calculations (E3604) I yV3Wiring methods (Chapter37) t Required lighting and receptacle outlets (E3601, E3803) Devices and lighting fixtures (Chapter3g) -/," Appliance installation (Chapter40) IV fA Swimming pools (Chapter 41) lass2 remote -control, signaling and power4im- itedcircuits (Chapter 42) MANUFACTURED HOUSING USED AS DWELLINGS (Appendix E) Compliance with Appendix E verified .Provisions adopted (R102.5) RADON CONTROL MEASURES (Appendix F) /V///J1 Provisions adopted (Ri02.5) Compliance with Appendix F verified -10- Provisions adopted (W,O Compliance wit G verified PATIO COVERS (Appendix H) Provisio o adopted (R102.5) Compliance with Appendi Chi verified e(Andl , .PRIVATE SEWAGE DISPOSAP ovision adopted (F�,10k.5) Appe ix edfied VEX TI G BUILDINGS AND STRYtTURES (AoendixJ) . nce with Appendix J verified SOUND TRANSMISSION (Appendix K) Provisions. adopted (R102.5) Compliance with Appendix K verified NOTES -11- E� St. Lucie County Building & Zoning' 2300 Virginia Ave Fort Pierce, FL 34982 BUILDING PERMIT SUB -CONTRACTOR SUMMARY Wynne Bui ldi na Corporation will be using the following sub -contractors for'the (Company/Individual Name) project located at 0\ lz� V� (Street address or Property Tax ID #) It is understood that if there is any change of status regarding the participation of any of the sub -contractors listed below, I will immediately advise 'the Building and Zoning Department of St. Lucie County. Trade- Name of Company/Contractor St. Lucie County/ State of Florida License Number Electrical S & W Electric, Inc, 2045 ER0009416 Plumbing Lind uist • Plumbing & Supply Co, 19150 CFC057672 HVAC/ Comfort Control of St. Lucie 8288 Mechanical CACO24379 Roofing Treasure Coast Roofincr & 21;6C)7 Waterproofing, LLC Gas __QCC3329592 IIPERMIT I ISSUE DATE: NUMBER: ST. LUCIE COUNTY PUBLIC WORKS y� BUILDING & ZONING DEPARTMENT F�OR1�P BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: C; 5 State of Florida Certification Number (If applicable): �- [ J E le C.l::r—C 1 =-r�C , have agreed to be the (Company Name/Individual Name) e, le c f r'i c.a 1 sub -contractor for Miry V F? h� �Dt l (Type of Trade) Contractor) for the project located at %q �Q�� V\ S (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED GNATURE PRINT NAME DATE Business Name: S `¢ L C5 1 QGi Y; G -r1) c . Address: LL� 1 O very-' 0C& City/State/Zip: iCT' �i��/f'ce . 1` �• -LZE� Phone: - � ,Z, — �te41- ` '�4 4 email: OFFICE USE ONLY: PERMIT # ISSUE DATE ;CiNTY 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 �'"\ Ca-\-CLkv&Q \j�\ S� (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED Wade Case SIGNATURE PRINT NAME DATE Business Name: Address: City/State/Zip: Phone: Lindquist Plumbing & Supply co.. Inc. 3185 Sneed Road Fort Pierce, Fl. 34945 461-1969 email: lindquistplumbing@ymail.com nFFrrYF. TT.CF, (INT,V- v 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: J82 R R State of Florida Certification Number (if applicable): C n r' n 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 Contractoorr),� Qn_�Qz for the project located at d`� �_�i � L S ��'1 (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 Barry Zimmerman `7 PRINT NAME DATE Comfort Control of St. Lucie County, Inc. Address: City/State/Zip: Phone: OFFICE USE ONLY: •1 1 PERMIT # ISSUE DATE 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 ;-Roofilg .& Waterproof ing,LLChave agreed to be the (Company Name/Individual Name) Roofi ng sub -contractor for Wynne Building Corp. (Type of Trade) (Primary Contractor) for the project located at �cl\ Ga� � �5 � (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 Y Andrew Kriska IGNATURE PRINT NAME DATE Business Name: Treasure Coast Roofing & Waterproofing, LLC Address: 1 81 4 SW Ri 1 tmore St City/State/Zip: gert—t t 1-,1-1eie, FL 34984 Phone: (7 7 7) 3 4 3- 8 3 0 3 email: OFFICE USE ONLY: PERMIT # ISSUE DATE ST. LUCIE COUNTY BUILDING & ZONING 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 772-462-1553 FILLED LANDS AFFIDAVIT I, the u.nders.igned, am the owner of the following described property: Pat ��t of 3414 501 1701-000/9- Section 26/ Township 36s & Range 40E (Tax ID/Legal description/Address) for which I have applied to St. Lucie County for a Final Development Pertnit. In accepting this Final Development Permit, BP Number , I acknowledge that as owner of the above described property, and in accordance with Section 7.04.O1(D), St. Lucie County Land Development Code, I shall be responsible for assuring adequate d.rainage so that the in immediate community WILL NOT be adversely affected. I further acknowledge that rantin this permit for the development of this property, St. Lucie County is neither obliged g.g no.r liable to provide for, or maintain i.n any form, adequate drainage o:ff. my property w" ich will not adversely affect the .immed.iate community. Matthew Lyle Wynne Property Owner Name ?ro.n�wn5t1°gna� Date STATE OF FLORIDA. COUNTY OF St. L u C l e ACKNOWLEDGED BEFORE ME THIS 10 DAY OF � J4 � 20 -!- a BY Matthew Lyle Wynne WHoISPERSONALLY KNOWN TO ME ORWHO HAS PRODUCED ------------- AS IDENTIFICATION. 1 l.l'1yV14 SIGNATURE OF N ARX TYPE OR PRINT NAME OF NOTARY (SEAL) NOTARY PUBLIC TITLE DOROTLState NER JSPRy PGA Notary PubFloridaMy Comm., 2012 Commiss7096 Bonded Throuary Assn. Property Appraiser - St.Lucie C ity, 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 ��UCIE CO Site Address: 8000 S US HWY 1 ParcellD: 3414-501-1701-000-9 Sec/Town/Range: 26 :36S :40E y��y Account* 41242 Map ID: 34/26N CG Land Use: PRKG/MOBILE City/Cnty: St Lucie County Zoning: 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 RMI-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 o�rsorums�rass Exterior Features View: - RoofCover: - RoofStruct: - ExtType: MHPK - MH Parks YearBlt: 1987 Frame: - Grade: C - C EffYrBlt: 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 YIS 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/pre.asp?prclid=341450117010009 5/21/2012 OF SURVEY-1 BOUNDARY PLOT PLAN u C TIE IN FINAL I TOPOGRAPHIC COMPLETED ON: 6-25-12 DESCRIPTION: o SURVEYORS NOTES: BEING ALL 29 GRANDE VISTA WAY; 1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE OF THE UNRECORDED PLAT OF SPANISH LAKES PHASE 1, OF ST. LUCIE COUNTY, I \�Iv SHOWN HEREON. 2. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE o LOCATED UNLESS OTHERWISE SHOWN. FLORIDA. ? 3. THIS SITE LIES WITHIN FLOOD ZONE 'X', ACCORDING TO 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 y SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD R/W = RIGHT-OF-WAY V C5 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 GRANDE VISTA WAY HAVING AN ASSUMED SF = SQUARE FOOT C9 BEARING OF EAST, ACCORDING TO THE UNRECORDED PLAT = DELTA OF CURVE OF SPANISH LAKES PHASE 1, OF ST. LUCIE COUNY, o FLORIDA 6. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LISCENSED SURVEYOR AND MAPPER. 7. THIS IS A SPECIFIC PURPOSE SURVEY FOR THE PURPOSE OF LOCATION AND ELEVATION OF FORMBOARDS. BOUNDARY LINES SHOWN HEREON ARE FOR GRAPHICAL PURPOSES ONLY. GRANDE VISTA WAY 20' PAVED ROAD a J' GRANDE VISTA WAY PERMIT #: /Zos - p Z 7 8 FIELD DATE: 6-25-12 ED TO: E: 1 "=30' ALEXANDER J. PIAZZA PSM, INC. `W�YNNIE (BUILDING' CORPORATION` 6-25-12 Surveying • Mapping • Consulting 619 SW Biltmore Street DRAWN: CJM Port St. Lucie, Florida 34983 JOB NO.: f Phone: (772) 340-777012-1365f7280 Fax: (772) 340-2250 DATE: I REVISIONS: I hereby cert;fy that the survey shown hereon=is true and correct and i.9 hosed onmeaseurementsjaken in the field. This sur—yay'meetn,;th@,`>ainimum Techmical Standards of Chapter 5J=77'j lovida 'ddmfni tratiya ode. � f G f/� '; ALEXAND J. PIAZ Professional urveyor & Mapper Florida Certificate No.: 6330 K:\BUILDERS\DWG2012\DWG\12-1365.dwg, 6/25/2012 1:29:38 PM