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HomeMy WebLinkAbout1116 E 8 St 06-2220 New add.PERMIT ADDRESS I I I CONTRACTOR ADDRESS PHONE NUMBER_ PROPERTY OWNER ADDRESS PHONE NUMBER iii ELECTRICAL CONTRACTOR MECHANICAL CONTRACTO PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE SUBDIVISION PERMIT # CXV DATE 15 la'4\0(d* PERMIT DESCRIPTION _r+i a n PERMIT VALUATION o SQUARE FOOTAGE tv R n O d THIS INSTRUMENT PREPARED BYt NOTICE OF COMMENCEMENT Permit No. Afl R I///,= ; r/_. S/`- Tax Folio No. State of Florida County of Se rr t 'c— l The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Descr}pt}on pertylegal description of the property and street address if available Zp f // 2. General description of improvement: 3-27 5- 3. Owner information a. Name and address i 11 Zhl, !!i- § L 3.2.2 7 b. Interest in property c. Name and address of fee simple titleholder (if other than Owner) bE IED COPIP, i 4. Contractor CLE . CI CUI C a. Name and addressRE 111W QR 5. 6. b. Phone number Surety a. Name and address b. Phone number _ c. Amount of bond Lender a. Name and address Fax number Fax number b. Phone number Fax number 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: a. Name and address b. Phone number Fax number 8. In addition to himself or herself, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713. 13(l)(b), Florida Statutes. a. Phone number Fax number 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) gnature weer Sworn to (or affirmed) and subscribed before me;this cS day of 120 0(._, by 1 MIS Personally Known OR Produced identification TypeofIdentificationProduced_ Pj>c, Sg) - 3-7- -7 (4gtQ WOW.,tll $ I 1 I t - I`Z II E LL 4a2toreofIQtkaryPublic, tate of Florida' Commissio X s: JO ANN M. JOHNSON My COMMISSION N DD 285622 EXPIRES: March 23, 2008 P9"OF F1Vt Bondad Thru Budget NotaryService: ry y..,, ii e# T- i1 i? 44.}; l L gl j,? A Ri111M%_1, a 0551 / E'P. 6 UrRIN_l) BY to hOl, M v CITY OF SANFORD PERMIT APPLICATION Permit # : 0(0 O Date: Jo Address: f//, sJ. D p ion of Workr y( Total Square Footage Historic District: Zoning: Val_ ue of Work: $ Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical- Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures of Water '& Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Construction Type: # of Stories: of Dwelling.Units: Flood Zone: (FEMA form required ) Owners:Name & Address: MA J cvs._ A_5 Phone: Contractor :NAm C; Addreec v z -d Namv r - State License Number: Phone & Fax: Contact Person: Phone: Bonding Company: Address: Mortgage Lendcr: Address: Architect/Engineer: Phone: Address: Fax: pp y p installationsas indicated. I certify that no work or installation has commenced prior to the Applicationherebymadetoobtainaermtttodotheworkandiissuance of a permit and that all work will be p"erformed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc: OWNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR 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: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance ofp rmt•.isverification that I will notify the owner of the property of the requirements of Florida -Lien Law, FS 713. Sngn jo ncr/Agcnt Date Signature of Contractor/Agent Date r Print Owner/ Agent's Name rant t:omractovA.gent s ivaiuc Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date DEBBIE BLANTON MY COMMISSION # DD 168491 a EXPIRES: February 25, 2007 Owner/Agent is Peso li t M Discount Assoc. Co. Contractor/Agent is _ Personally Known to Me or Produced ID _ Produced ID APPROVALS: ZONING 7 UTIL D: ENG: BLDG: It<_j Special Conditions: Rev 03/ 2006 e 10 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 DAVID JOHNSON. CFA, ABA l . PROPERTY APPRAISER BEMINOLE COUNTY FL. 1101 E. FIRST ST SANFORD, FL 32771.1468 407.665-75 6 2006 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 30-19-31-518-0000-0110 Number of Buildings: 1 Owner: HAYES MARY Depreciated Bldg Value: $64,745 Mailing Address: 1116 E 8TH ST Depreciated EXFT Value: $0 City,State,ZipCode: SANFORD FL 32771 Land Value (Market): $12,760 Property Address: 1116 8TH ST E SANFORD 32771 Land Value Ag: $0 Subdivision Name: LONGS ADD Just/Market Value: $77,505 Tax District: S1-SANFORD Assessed Value (SOH): $39,954 Exemptions: 00-HOMESTEAD Exempt Value: $25,000 Dor: 01-SINGLE FAMILY Taxable Value: $14,954 Tax Estimator SALES 2005 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp Qualified Tax Value(without SOH): $488 QUITCLAIM DEED 02/2006 06129 0408 $100 Improved No 2005 Tax Bill Amount: $206 QUITCLAIM DEED 05/1987 01850 1502 $100 Improved No Save Our Homes (SOH) Savings: $282 QUITCLAIM DEED 11/1979 01254 1489 $100 Improved No 2005 Taxable Value: $13,790 DOES NOT INCLUDE NON -AD VALOREM Find Comparable Sales within this Subdivision ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Frontage a Depth Land Unit Land pMethod Units Price Value PLATS: Pick... FRONT FOOT & 49 125 280.00 $12,760 EG LOT 11 LONGS ADD PB 3 PG 97000 DEPTH BUILDING INFORMATION Bid Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost Num New 1 SINGLE 1970 3 936 1,160 1,136 $64,745 $78,006 FAMILY BLOCKCONIC Appendage / Sgft OPEN PORCH UNFINISHED / 24 Appendage / Sgft ENCLOSED PORCH FINISHED / 200 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished,Base Semi Finshed NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www.scpafl.org/pls/web/re_web.seminole_county_title?parcel=30193151800000110... 5/24/2006 CITY OF SANFORD BUILDING DIVISION OWNER(BUILDER AFFIDAVIT ELECTRICAL & FIRE ALARM SYSTEMS An owner of property making application for permit. supervising, and doing the work in connection with the construction, maintenance, repair, and alteration of and addition to a single-family or duplex residence for his or her own use and occupancy and not intended for sale or an owner of property when acting as his or her own electrical contractor and providing all material supervision himself or herself, when building or improving a Faroutbuilding or a single-famil} mor duplex residence on such property for the occupancy or use of such owner and not offered for sale or lease, or building or improving a commercial building with aggregate constniction costs of under $25,000 on such property for the occupancy or use of such owner and not offered for sale or lease. In an action brought under this subsection, proof of the sale or lease, or offering for sale or lease, of more than one such structure by the owner -builder within I year after completion of same is prima facie evidence that the construction was undertaken for purposes of sale or lease. This subsection does not exempt any person who is employed by such owner and who acts in the capacity of a contractor. For the purpose of this subsection, the term "owner of property" includes the owner of a mobile home situated on a leased lot. To qualify for exemption under this subsection, an owner shall personally appear and sign the building perniit application. State law requires electrical contracting to be done by licensed electrical contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own electrical contractor even though you do not have a license. You may install electrical wiring for a farm outbuilding or a single-family or duplex residence. You may install electrical \\firing in a commercial building the aggregate construction costs of which are under $25,000. The home or building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease more than one building you have wired yourself within 1 year after the construction is complete, the law \\ ill presume that you built it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as your electrical contractor. Your construction shall be done according to building codes and zoning regulations. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. 1, do hereby state that I am qualified and capable of performing the requested construction involved with the permit application filed. I will assume full responsibility as an O%vncr/Builder Contractor, and will personally supervise all work abed by law on the permitted structure. 2t,(!?/ 2 22 2- Owner der Sig-na6iVDate Print Owner/Builder Namc r vI V-- p'Ee8/ ignature of Notary_ -State of Florida D " yoOMA41,&S AWTpN rARY EXP1gEs' FsbruB0 00 1 1 Ft Owner is Personally Known to Me or has .C'. Produced ID CITY OF SANFORD BUILDING DIVISION OWNEWBUILDER AFFIDAVIT CONSTRUCTION CONTRACTING Owners of property when acting as their own contractor and providing direct, onsite supervision themselves of all work not performed by licensed contractors, when building or improving farm outbuildings or one -family or two-family residences on such property for the occupancy or use of such owners and not offered for sale or lease, or building or improving commercial buildings, at a cost not to exceed $25,000, on such property for the occupancy or use of such owners and not offered for sale or lease. In an action brought under this part, proof of sale or lease, or offering for sale or lease, of any such structure by the owner -builder within 1 year after completion of same creates a presumption that the construction was undertaken for purposes of sale or lease. This subsection does not exempt any person who is employed by or has a contract with such owner and who acts in the capacity of a contractor. The owner may not delegate the owner's responsibility to directly supervise all work to any other person unless that person is registered or certified under this part and the work being performed is within the scope of that person's license. For the purposes of this subsection, the term "owners of property" includes the owner of a mobile home situated on a leased lot. To qualify for exemption under this subsection, an owner must personally appear and sign the building permit application. State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor with certain restrictions even though you do not have a license. You must provide direct, onsite supervision of the construction yourself. You may build or improve a one -family or two-family residence or a farm outbuilding. You may also build or improve a commercial building, provided your costs do not exceed $25,000. The building or residence must be for your own use or occupancy. It may not be built or substantially improved for sale or lease. If you sell or lease a building you have built or substantially improved yourself within 1 year after the construction is complete, the law will presume that you built or substantially improved it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. You may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on your building who is not licensed must work under your direct supervision and must be employed by you, which means that you must deduct F.I.C.A. and withholding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. I, 400% , do hereby state that I am qualified and capable of performing the requested construction involved with the permit application filed. I will assume full responsibility as an Owner/Builder Contractor, and will personally supervise all work allowed by law on the permitted structure. ureD. Print Owner/Builder Name Signature of Notary —State of Florida Date DEBBIE BLANTON MY COMMISSION # )D 8 , EXPIRES: February 1400.3.N0TARY FL NOWY W'40unt Assx' O' Owner is Personally Known to Me or has Produced 1D FORN1600A-2004 EnergyGauge® 4.0. FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: HAYES Builder. OWNER Address: 1115 E. 8TH ST Permitting Office: 6-tLi City, State: SANFORD, FL 32771- Permit Number. Owner. MARY HAYES Jurisdiction Number. Climate Zone: Central b9 f O 1. New construction or existing Addition _ 2. Single family or multi -family Single family _ 3. Number of units, if multi -family I _ 4. Number of Bedrooms 2 _ 5. Is this a worst case? No _ 6. Conditioned floor area (112) 884.45 ft 7. Glass type I and area: (Label reqd. by 13-104.4.5 if not default) a. U-factor: Description Area or Single or Double DEFAULT) 7a. (Sngle Default) 50.0 ft.2 _ b. SHGC: or Clear or Tint DEFAULT) 7b. Clear) 50.0 ft2 _ 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 107.3(p) ft _ b. N/A c. N/A 9. Wall types a. Concrete, •Int Insul, Exterior R=4.0, 725.4 fie _ b. N/A c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic I R=30.0, 894.0 fie b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Con. AH: Interior Sup. R=6.0, 45.0 ft b. N/A 12. Cooling -systems a. Central Unit Cap: 24.0 kBtu/hr _ SEER:13.00 _ b. N/A c. N/A 13. Heating systems a. Electric Heat Pump Cap: 24.0 kBtu/hr _ HSPF:6.80 _ b. N/A c. N/A 14. Hot water systems a. Electric Resistance Cap: 40.0 gallons _ EF: 0.92 _ b. N/A c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits CF, _ CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat. W-C-Multizone cooling, MLH-Multizone heating) Glass/Floor Area: 0.11 Total as -built points: 12229 PASSTotalbasepoints: 13783 I hereby certify that_ the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: 1 DATE: /! ob I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: DATE: Review of the plans and qOE sT specifications covered by this v0 calculation indicates compliance with the Florida Energy Code. Before construction is completed. this building will be inspected for compliance with Section 553.908 cODFloridaStatutes. we BUILDING OFFICIAL: DATE: 1 Predominant glass type. For actual glass type and areas, see Summer & Winter Glass output on pages 2&4. EnergyGauge® (Version: FLRCSB v4.0) FORM 60OA-2004 I EnergyGauge® 4.0 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 1115 E. 8TH ST, SANFORD, FL, 32771- PERMIT #. I BASE AS -BUILT GLASS. TYPES, 18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X SPM X SOF Points 18 884.5 2638 4104.2 Single, Clear N 1.3 5.0 16.0 30.19 0.93 450.4 Single, Clear E 1.3 5.0 32.0 63.97 0.91 1852.9 Single, Clear E 1.3 4.0 18.0 63.97 0.85 984.3 Single, Clear W 1.3 4.0 27.0 57.68 0.85 1329.7 As -Built Total: 93.0 4617.3 WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points Adjacent 0.0 0.00 0.0 Concrete, Int Insul, Exterior 4.0 725.4 1.20 870.5 Exterior 725.4 1.90 1378.3 Base Total: 725A 1378.3 As -Built Total: 725.4 870.E DOOR TYPES Area X BSPM Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 40.0 7.20 288.0 Exterior 40.0 4.80 192.0 Base Total: 40.0 1920 As-Bullt Total: 40.0 288.0 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 884.0 2.13;10882 S! 9. Under Attic 30.0 884.0 2.13 X 1.00 1882.9 Base Total: 884.0 9 As$uift Total: 884.0 1882.9 FLOOR TYPES Area X BSPMint Type R-Value Area X SPM = Points Slab 107.3(p) 31.8 3412.1 Slab -On -Grade Edge Insulation 0.0 107.3(p 31.90 3422.9 Raised 0.0 0.00 0.0 Base Total: 3412.1 As -Built Total: 107.3 3422.9 INFILTRATION Area X BSPM Points Area X SPM = Points 884.5 14.31 12656.5 884.5 14.31 12656.5 EnergyGaugeO DCA Form 600A-2004 ! EnergyGauge8/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge® 4.0 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 1116 E. 8TH ST, SANFORD, FL, 32771- PERMIT #: 1 BASE AS -BUILT Summer Base Points: 16801.7 Summer As -Built Points: 16892.4 Total Summer X System Cooling Total X Cap X Duct X System X Credit Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points System - Points) DM x DSM x AHU) sp 1: Central Unit 24000 btuh ,SEER/EFF(13.0) Ducts:Unc(S),Con(R),Int(AH),R6.0(INS) 16892 1.00 1.08 x 1..150 x 0.90) 0.262 0.950 4701.0 16801.7 0.4266 7167.6 16892.4 1.00 1.117 0.262 0.950 4701.0 EnergyGaugeTm DCA Form 600A-2004 Ent rgyGauge®/FIaRES'2004 FLRCS8 v4.0 FORM 60OA-2004 EnergyGauge® 4.0 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 1115 E. 8TH ST, SANFORD, FL, 32771- PERMIT#: I BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = Points Overhang Floor Area I Type/SC Omt Len Hgt Area X WPM X WOF Point 18 884.5 6.88 932.9 Single, Clear N 1.3 5.0 16.0 15.07 1.00 240.2 Single, Clear E 1.3 5.0 32.0 12.37 1.02 403.8 Single, Clear E 1.3 4.0 18.0 12.37 1.03 229.4 Single, Clear W 1.3. 4.0 27.0 13.25 1.02 365.4 As$uiR Total: 93.0 1238.8 WALL TYPES Area X BWPM Points Type R-Value Area X WPM = Points Adjacent 0.0 0.00 0.0 Concrete, Int Insul, Exterior 4.0 725.4 3.35 2430.1 Exterior 725.4 2.00 1450.8 Base Total: 726A 1450.8 As43uilt Total: 725A 2430.1 DOOR TYPES Area X BWPM Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 40.0 7.60 304.0 Exterior 40.0 5.10 204.0 Base Total: 40.0 204.0 As43uilt Total: 40.0 384.0 CEILING TYPESArea X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 884.0 0.64 565.8 Under Attic 30.0 884.0 0.64 X 1.00 565.8 Base Total: 884.0 665.8 As-Built.Total: 884.0 665.8 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM = Points Slab 107.3(p) 1.9 203.9 Slab -On -Grade Edge Insulation 0.0 107.3(p 2.50 268.3 Raised 0.0 0.00 0.0 Base Total: 203.9 As -built Total: 107.3 268,3 INFILTRATION Area X BWPM Points Area X WPM = Points 884.5 0.28 247.6 884.5 -0.28 247.6 EnergyGauge® DCA Form 60OA-2004 EnergyGauge8 FIaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge® 4.0 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 1116 E. 8TH ST, SANFORD, FL, 32771- PERMIT #: I BASE AS -BUILT Winter Base Points: 2702.0 Winter As -Built Points: 4559.3 Total Winter X System = Heating Total X Cap X Duct X System X Credit Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points System - Points) DM x DSM x AHU) 1 Sys 1: Electric Heat Pump 24000 btuh ,EFF(6.8) Ducts:Unc(S),Con(R),Int(AH),R6.0 4559.3 1.000 1.068 x 1.160 x 0.82) 0.502 1.000 2608.2 2702.0 0.6274 1696.2 4659.3 1.00 1.140 0.502 1.000 2608.2 EnergyGaugeTM DCA Form 60OA-2004 EnergyGauge®/FIaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge® 4.0 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: 1115 E. 8TH STD SANFORD, FL, 32771- PERMIT #: I BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 2 2460.00 4920.0I. 40.0 0.92 2 1.00 2460.00 1.0.0 4920.0 As- 3011 Total: 4920.0 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling + Heating + Hot Water = Total Points Points Points Points 7168 1695 4920 13783 4701 2608 4920 12229 FP:ASS EnergyGaugeTM DCA Form 60OA-2004 EnergyGaugeMaRES2004 FLRCSB v4.0 FORM 6OOA-2004 EnergyGauge® 4.0 Code Compliance Checklist Residential Whole Building Performance Method A - Details I ADDRESS: 1115 E. 8TH ST, SANFORD, FL, 32771- PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area. Exterior & Adjacent Walls 606.1 ABC.1.2.1 Caulk; gasket, weatherstrip or seal between: windows/doors & frames, surrounding waft; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wail panels & top/bottom plates; between walls and Floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors 606.1 ABC.1.2.2 Penetrations/openings >1 /8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. CeTngs 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of cegiing plane of top floor, around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier, gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed boot with 1 /2" clearance & 3' from Insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration refits 606.1 ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. CHECK EnergyGauge^" DCA Form 600A-2O04 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTEWATED ENERGY PERFORMANCE SCORE* = 86.0 The higher the score, the more efficient the home. MARY HAYES, 1-115 E. 8TH ST, SANFORD, FL, 32771- 1. New construction or existing Addition _ 2. Single family or multi -family Single family _ 3. Number of units, if multi -family 1 _ 4. Number of Bedrooms 2 _ 5. Is this a worst case? No _ 6. Conditioned floor area (ft) 884.45 W 7. Glass type I and area: (Label reqd. by 13-104.4.5 if not default) a U-factor: Description Area or Single or Double DEFAULT) 7a. (Sngle Default) 50.0 ft= _ b. SHGC: or Clear or Tint DEFAULT) 7b. Clear) 5010 ft= _ 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 107.3(p) ft _ b. NIA c. N/A 9. Wall types a. Concrete, Int Insul, Exterior R=4.0, 725.4 ft` _ b. N/A c. NIA d. NIA e. N/A 10. Ceiling types a. Under Attic R=30.0, $84.0 fF _ b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Con. AH: Interior Sup. R=6.0, 45.0 ft _ b. N/A 12. Cooling systems a. Central Unit b. N/A c. N/A I3. Heating systems a. Electric Heat Pump b. NIA c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Consenation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) Or HVAG credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Mukizone heating) 1 certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: I Date: Address of New Home: City/'FL Zip: Cap: 24.0 kBtu/hr _ SEER.13.00 _ Cap: 24.0 kBtu/hr _ HSPF: 6.80 Cap: 40.0 gallons _ EF: 0.92 NOTE.- The home's estimated energy performance score is only available through the FL41RES computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86 for a US EPA/DOE EnergySta'R'' designation), your home may qualify for energy efficiency mortgage (EEC incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec. ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. 1 Predominant glass type. For actual glass type and areas, see Summer & Winter Glass output on 2&4. EnergyGauge® (Version: FLRB v4.0) CF, _ ResmanuJ(c) Version 3 RESIDENTIAL HEAT GAIN / HEAT LOSS CALCULATION BASED ON A.C.C.A. MANUAL J - SEVENTH EDITION (c) 1986 by A.C.C.A.) Project HAYES IPrepaired by: Address 1115 E. 8TH ST IBARNES A/C & HEATING City 15ANFORD. 1915 W. 2ND ST. State/Zip FL 32771- ISANFORD , FL. Owner MARY HAYES ITEL:1-407-323-3517 Builder OWNER IFAX':1-407-321-5519 HVAC Contr lemail: Cond Floor Area = 884.45 ITotal Glass Area = 93 Conditioned Floor Area to Total Glass Area Ratio = 10.5% USA Climatic Conditions & Design Conditions * Geographical Location I Sanford, Florida North Latitude / Elevation 1 280 14Ft. Above Sea Level Outdoor Winter Dry Bulb 1 380 Indoor Winter Dry Bulb 1 700 Winter Temperature Diff. (wTd) 1 320 Outdoor Summer Dry Bulb 1 930 Outdoor Summer Wet Bulb 1 760 Outdoor Summer Hum. Ratio Gr/Lb 1 37 Indoor Summer Relaltive Hum. 1 50% Indoor Summer Design Gr/Lb. 1 44 Indoor Summer Dry Bulb 1 75° Summer Temperature Di€€.(sTd) 1 180 Summer Daily Range 1 17° (Medium Deviation) HEATING SUMMARY HAYES.enb COOLING SUMMARY * SUBTOTAL 21556.4 1 STRUCTURE SENSIBLE = 10757.8 1 OCCUPANTS + 1200.0 1 APPLIANCES + 1200.0 I SUBTOTAL SENSIBLE = 13157.8 DUCT LOSS 1077.8 1 DUCT GAIN + 1315.8 TOTAL LOSS 22634.2 1 TOTAL SENSIBLE = 14473.6 MECHANICAL VENT.- 50 CFM = 1760.0 1 MECHANICAL VENT.- 50 CFM = 990.0 1 TEMP.SWING 3.0-@ 95- x 1.0 MINIMUM EQUIPMENT LOSS = 24394.2 1 MINIMUM EQUIPMENT SENSIBLE = 15463.6 20% OVERSIZE LOSS = 4878.8 120% OVERSIZE SENSIBLE = 3092.7 EQUIPMENT LOSS 24394.2 I EQUIPMENT SENSIBLE + 15463.6 MAXIMUM EQUIPMENT LOSS = 29273.0 1 I MAXIMUM EQUIPMENT SENSIBLE = 18556.3 I TOTAL LATENT = 5244.3 1 EQUIPMENT SENSIBLE + 15463.6 1 EQT.SENSIBLE + LATENT = 20707.9 AIR FLOW FACTORS * HEATING FACTOR BTUH/CFM) = 29.1 I.COOLING FACTOR (BTUH/CFM) = 16.4 HEATING. CFM 83.8..6.1 COOLING CFM = 798.3 EQUIPMENT SELECTION * EQT. MANUF I SENSIBLE CLG BTUH) CU MOD # I LATENT CLG BTUH) AHU MOD # I TOTAL CLG BTUH) HEATING INPUT BTUH) I TONAGE HEATING OUTPUT BTUH) 1 S)EER HEATING CFM BTUH) I COOLING CFM AFUE/HSPF I TYPE 3POSE D ISTING RENOVE EXISTING AND FILL IN WITH WOOD STUDS AND REAR PROPERTY LINE zO U C OtU1- V) m z W UVl of W V) Of J 4'e e•ro 4•r e•e 6•B 1 I i TOUR V 2868 S ER B 0 T 9 Iw O i 11 pp 10 sp L V --•• 1 3'9 vEri \ u•B SHOVERjn 3D68- I :: 7D68:- b 1 KR TROLS SHOVER Jy CONTROLS 1 b i 1 MA TER BDRM F P I 1 ' \11'3 VTlu) 11'1 1113 A BEDROOM30n•1 . zo• I 1 I I 1 1 1 I S 1 S 2 I 3M / 2 I I m •71 I 1 tiff EXISTING MALL BEDROOM I /4 3 • II . CLOSE T= 1 I u•B . u•] 6'7 17' V 1 d UT 1 x i V 1 1 r I I p I HALLrlq h 1 rRl I b , XISTING EDROOM I BATH , 9'6 It 71 9.6 a 5•1 f , SMVER NOICLL 4•3- 7 ' 11 a I ILEI4]w m 9i OM 9'4 s 14'8 yR Y yr V I 3" PROPOSED- EXISTING n w 10' 'm I 9'll r I I I I 1 I 1 I L9b1;IDR i - i 9.3 9,1 1I 1 1 1 2%0 0, I I I REMOVE EXISTING WINDOW AND CAL. BELOW FOR DOORWAY AND TRIM OUT LiR[L V/ 10 ALLOWAILC LOW CAKING CAPAUTT PRDVIX N/N D' &ING • CA EN! I I%I i1 ii/il I'- FLOOR PLAN/PROPOSED 1/4'•1' 0' 6 DUPLEX RECEPTACLE @,/I u 1/2 SWITCHED DUPLEX RECEPTACLE em GFI PROTECTED RECEPTACCE ovRI WEATHERPROOF/GFI PROTECTED RECEPTACLE @s SINGLE RECEPTACLE 9 220 VOLT OUTLET 9. DUPLEX RECEPTACLE (CEILING MOUNTED) SINGLE POLE SINGE THROW SWITCH S 3-WAY SWITCH 4-WAY SWITCH CEILING MOUNTED INCANDESCENT FIXTURE N SUSPENDED INCANDESCENT FIXTURE Q RECESSED INCANDESCENT FIXTURE RECESSED WATERTIGHT INCANDESCENT FIXTURE OE RECESSED EYEBALL INCANDESCENT FIXTURE C FLOURESCENT LIGHTING FIXTURE o WALL MOUNTED FIXTURE V FLOOD LIGHT TELEPHONE G DOOR CHIMES p PUSH BUTTON FOR DOOR CHIMES CABLE TELEVISION OUTLET CEILING FAN LOCATION OR PREWIRE SMOKE DETECTOR m THERMOSTAT WALL LEGEND PROPOSED12ALL EA51WG WILL C_-/ / *lJ 5 BAR H FILED V ll C' CELL A5 (EO'D L H KAN T 15 DOWEL 0-,vnP 4' CONCRETE SLAB, (MIN. 25PA P,SJJ W) 6a6 IO/IO W.RE MESH (OR W/ FIBER MESH) OVER 6-MIL VAPOR SIMMER ON CLEAN CCMPACTED TERMITE TREATED SOIL a 4 GLEAN CCTIPACTED 015ON TREATED FILL 1 5 BAR CONi. II 3' COVER I"IONOLITNIG FOOTING IY.' •Y•O' HOUSE AODITIEIN F ROBERT Y. WHITE P.E. MART HArES 2464 PRINCET N RD. 1115 E. STH ST. DELAND FL. 32724 SANFDRO. FL. PH# 407-497-0566 FL CERT. # 13191 IDATE3/06 5 PROPO5ED ROOF PITCH 4:12 REAR ELEVATION N V4,:1'-0' EX15TING GRAVEL ROOF PROP05ED 5HINGLE ROOF, PITCH 4:12 Ml q i i P Ip i T SIDE ELEVATION Vd':I'-O' PROP05ED 5HINGLE ROOF, PITCH 4:12 /- EXI5TING GRAVEL ROOF i 51DE ELEVATION V4':I'-O' ROBERT Y. WHITE P.E. 2464 PRINCETON RD. DELAND , FL. 32724 PH# 407-497-0566 FL CERT. 4 13191 ST. op I I I I LEGAL: Plot Plan THIS IS NOT A SURVEY PROPOSED ADD. LEG LOT 11 LONGS ADD PB 3 PG 97 PROPERTY LINE Parcel Id: 30-19— 31— 518-0000— 0110 Owner: HAYES MARY Moiling Address: 1116 E 8TH ST City,Stote,ZipCode: SANFORD FL 32771 Property Address: 1116 8TH ST E SANFORD 32771 Subdivision Nome: LONGS ADD Tax District: S1-SANFORD Exemptions: 00-HOMESTEAD Dor: 01-SINGLE FAMILY ROBERT Y. WHITE P.E. + ^-'- 2464 PRINCETON R0. DELAND , FL. 32724 i PH# 407-497-0566 FL CERT. # 13191 1 PRI EX 2400 APPROUED TRUSS ANCHOR BY BUILDER PLUMB CUT OUERHANG HEEL HEIGHT = 2x4 STD. BOTTOM = 2x4 MIN. 12 TOP = 2x4 MIN. 4 0 12 2._0" TRUSS END DETAIL NAM SHOP DRRWING RPPROVRL NOTES : u ro Y 71 VQMW"Mst MARY HAYE5 THIS LAYWT IS ,T,E SOLE SOURCE FOR FRBRI(iiTl(?I Builders 11 Fm 3) m , , . ,ER ,= TRUSSES RID VOIDS ALL PREVIOUS t'iid4TECTLMi OR OTHER TRUSS LAYOUTS. REVIEW FM FPPRDVFL OF THIS i m nD cup 41 artmr ono ea mo rus gl iu wv ms xs m mv LAYOUT MUST BE RECEIVED BEFORE FNY TRUSSES WILL inFirstSource " '°'E° o BE BUILT. VERIFY PLL CONDITIONS TO D&M F001ST Sanford Truss Division P) FLLuaFA = mass 51 Ysn eFo n q O 9) lnth mP5O DD! I CHPN[ES THRT WILL RESULT IN EXTRfl CHARGES TO YOU 2901 Fulerron Cede rmum Sanford. Florida 32773 (a MU ro WmmaYvimli 6) rim! is aFr • X oG ®® 1 ftv++t•d v oat• ' (4071322-M9 Fax - (407) 322-5553 Ma1 R S oo° IITs v/dIB6 1-688-948-3837 o c 0 ti T01 T02 T02 T02 T02 T02 T02 T02 T02 T02 T02 2X8 RAFTERS BY BUILDER 0 0 T02 T02 T02 T02 T02 T02 T02 2-0 T02 klBuilders Aileron FirstSource 2901 Ail Sanford, Florida 32773 ect tntormatton: Customer: MAKT MATtJ Builders FirstSource Job #: HA1116 Lot: 1116 EAST 8TH ST. Subdivision: Sanford, FL 32771 County: SEMINOLE Building Code: FBC2004fTP12002 Computer Program Used: Mitok 6.20 Truss Design Information: Gravity Loads Wind Roof: 37 psf Total Wind Standard: ASCE 7-02 Floor: Wind Speed: 120 mph Mean Roof He 25 ft Exposure: B Note: Refer to individual truss design drawings for special loading conditions, design criteria, truss geometry, lumber, and plate information. Design Professional Information: Design Professional Of Record : Robert Y. White 2464 Princeton Rd. Deland, FL 32724 License # : 13191 Truss Design Engineer Randall Byrd 2325 Jason St. Merritt Isl. 32952 License # : 23451 This truss specification package consists of this index sheet and 2 truss design drawings. This signed and sealed index sheet indicates acceptance of my professional engineering responsibility solely for listed truss design drawings. The suitability and use of each truss component for any particular building is the responsibility of the building designer per ANSI/fPl 1-1995, Section 2. Truss Truss Drawing Seal Truss Truss Drawing SealILabelI # Date # I Label # Date HA111 23451 STATE OF : tv p. . TONAL Truss Truss Drawing SealILabel # I I Date Page 1 of 1 © Builders FirstSource, Inc. 2002 Job Truss Truss Type Oty PI, MARY HAYES ADDITION/BAC FASTER T01 GABLE 1 1 HA1116001 Job Reference tlonal Randall Byrd, P.E. #23451 2325 Jason St, Merritt Island FI. 32952 6.200 a Jul 13 2005 MITek Industries, Inc- Tue Apr 25 0&16:55 2006 Pegs 1 2-0-0 12-0-0 24-0-0 26-0-0 , 2-0-0 1240-0 12-0-0 2-0-0 ea. • 1:as. de MM = r e ° eorf s ° T 10 T T 1 e 2 12 1] I MI130= , M M== 3.4 MIIM= 24-0-0 24-0-0 Plate Offsets : [18:0-3-0,0-3-0] LOADING (psf) SPACING 2." CSI DEFL in pot) Udefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.32 Vert(LL) -0.02 13 n/r 120 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.10 Vert(TL) -0.02 13 n/r 90 BCLL 10.0 Rep Stress Incr NO WB 0.06 Horz(TL) 0.00 12 n/a n/a BCDL 10.0 Code FBC2004rrP12002 Matrix) Weight: 111 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=26724-0-0, 18-145/24-0-0, 19=14624-0.0, 20=157/24-0-0, 21=111/24-0-0. 22-243/24-0.0, 17=146/24-0-0. 16=157/24-0"0, 15=11124-0-0, 14=243/24.0-0, 12=267f24-0.0 Max Horz2=100(load case 4) Max Uplift2=266(load case 6), 19=126(load case 4), 20=-134(load case 4), 21=-112(load case 4), 22=-183(load case 6), 17=125(load case 5). 16=-135(load case 5), 15=112(load case 14=182(load case 7). 12=-275(load case 7) Max Grev2=267(load case 1). 18=145(load case 1), 19=150(load case 10). 20=157(load case 1). 21=111(load case 10). 22=243(load case 1). 17=150(load case 11), 16=157(load case 1), 15=111(load case 11). 14=243(load case 1), 12=267(load case 1) ,• e'j0it25 FORCES (lb) -Maximum Compression/Maximum Tension V' V TOP CHORD 1-2=0/33, 2-3=-65/49, 3-4=-30/110, 4-5=21/138, 5.6=23/188, 6.7=-23240. 7-8=23240. 8-9=23/188, 9-10=-21/132, 10.11=-30/86. ;i fir, 11-12=-4329. 12-13=0133 4 .°gin' dv`n •Y BOT CHORD 2-22=0/119,21-22-0/119,20-21=0/119,19-20=0/119,18-19=0/119,17-18=0/119,16.17-0/119,15-16=0/119,14-15=0/119,12-14=0/119 WEBS 7-18=-105/12, 6.19=-111/146, 5-20=114/163, 4-21-82/127, 3.22-176227, 8-17=111/146. 9-16=-114/163, 10-15=-82/127, 11-14=176227 -_ NOTES •' raw : 5 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 120mph (3-second gust); h-2511; TCDL=4.2psf; BCDL=3.Opsf; Category II; Exp B: partially; MWFRS gable end zone and C-C Exterior(2) zone; Lumber DOL=1.60 plate grip DOL-1.60. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. •, i,: , ;^. / f° v? Standard3Trussdesignedforwindloadsintheplaneofthetrussonly. For studs exposed to wind normal to the face), see MiTek Gable End DetaiP 4)'This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. /r`y;' • :..• , t'`. if 1(/ 5) All plates are 2x4 M1120 unless otherwise indicated. H _ • , ,S•` 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2.0-0 oc. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 266 lb uplift at joint 2, 126 lb uplift at joint 19, 134 lb uplift at joint 20,112 lb uplift at joint 21. 183 lb uplift at joint 22,125 lb uplift at joint 17,135 lb uplift at joint 16,112 lb uplift at joint 15, 182 lb uplift at joint 14 and 275 lb uplift at joint 12. h P R 2 006 LOAD CASE(S) Standard Job Taus Truss Typo ply Ply MARY HAYES ADDITION/BAC ASTER T02 COMMON 18 1 RA1116M Job Reference onal Randall Byrd, P.E. 023451 2325 Jason SL Merritt Island Fl. 32952 6.200 s Jul 13 2005 MITek Industries, Inc. Tue Apr 25 09:16:56 2006 Pegs 1 2-0-0 7-7-13 12-0-0 164-3 24-0-0 26-0-0 , 1 , 2-0-0 7-7-13 44-3 4-4-3 7-7-13 2-0-0 ew • cu. ae mum= REMOVE OVERHANG 214YI20C 214Y1201, IF NEEDED IN FIELD 7 10 e r e Le Y11304 h10 Y010= 38 YrUDc 1 12-0-0 24-0-0 12-0-0 12-0-0 Plate Offsets 2:0-3-14 0.1-8 6:0-3-14 0-1-8 LOADING (psf) SPACING 2-0.0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.55 Vert(LL) -0.31 2.8 >903 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.94 Vert(TL) -0.82 6.8 >339 180 BCLL 10.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.07 6 n/a n/a BCDL 10.0 Code FBC2004/rP12002 Matrix) Weight: 1001b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-14 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=989/0.8-0, 6=989/0-8-0 Max Horz2=-100(load case 5) Max Uplift2=-771(load case 4). 6=-771(load case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/33, 2-9=1835/1522, 3.9--1719/1532. 3-4=-1413/1165. 4-5=1413/1165, 5.10--1719/1532, 6.10=1835/1522, 6.7=0/33 BOT CHORD 2-8=1272/1676, 6-8=1272/1676 WEBS 3-8=458/567, 4-8=-485/696, 5-8=458/567 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) VNnd: ASCE 7-02; 120mph (3-second gust); h=25ft; TCDL=4.2psh BCDL-3.Opsh Category It: Fxp B; partially; MWFRS gable end zone and C-C Exterior(2) zone; Lumber DOL=1.60 plate grip DOL=1.60. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3)'This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 771 lb, uplift at joint 2 and 771 lb uplift at joint 6. LOAD CASE(S) Standard Seal Cover Page 4/25/2006 Builder Mary Hayes Lot 1116 East 8th St. SubDivision Seminole County Model CUSTOM Option 2400 APPROUEO TRUSS ANCHOR BY BUILDER PLUMB CUT OUERHANG HEEL HEIGHT = 2x4 STD. BOTTOM = :: 4 TOP = 2x4 0 Lr? 2'-0" TRUSS END DETAIL Dim SHOP ORFIWING f P 'ROL.) NOTES : m mafnraur 7) Smn"m MARY HAYES TFQS LAYOUT IS TFf SOLE SOlJF2CE FOR FfiBRICHTION B u I I d e rs 11 31 rmren er anIDt nrx nc my a>xa w. TRUSSES 1TW UOIUS ALL PREVIOUS WD(ITECTLRk OR 1116 EAST 8TH 5 . OTHER TRUSS LAYOl1TS. REVIEW fir0 fTPPRM OF THIS p ' "' 9 i L Fm 41 DrtEI®t LDo fff1 o W LS g) rLL ion rnma m ff mvmr LriYollT_ rS BE RECEIVED BEFORE Rff TRUSSES WILL FirstSoUrce u BE BUILT. VERIFY fi-L COf ITIOIS TO INSURE RGfMT Sanford Truss Division 2) Hi TWA 51 °E on 91 m a mesa CHPNOES THAT WILL RESULT IN DIM CHARGES TO YOU 2901 Aileron Circle FLZR - m ao smrr ru+®a nn+a ixns rortn onae HA E ADDITION K.o o.v o. Sanford. Florxle 32773 m Tur 6) nma rs rm • ar ac rem 4071322 9059 Fax - (407) 322-5553 =pr R S 1O D °n°° Ku V&S 1 -668-946-363TREWSMITS o M 0 ti T01 T02 T02 T02 T02 T02 T02 T02 T02 T02 T02 2X8 RAFTERS BY BUILDER 0 0 T02 T02 T02 T02 T02 T02 T02 T02 2-0 Builders FirstSource 2901 Aileron Cir. Sanford, Florida 32773 Project Intormatton: Customer: MARY HAYtS Builders FirstSource Job k: HA1116 Lot: 1116 EAST 8TH ST. Subdivision: Sanford, FL 32771 County: SEMINOLE Building Code: FBC2004/TP12002 Computer Program Used: Mitek 6.20 Truss Design Information: Gravity Loads wind Roof: 37 psf Total Wind Standard: ASCE 7-02 Floor: wind Speed: 120 mph Mean Roof [it: 25 It Exposure: B Note: Refer to individual truss design drawings for special loading conditions, design criteria, truss geometry, lumber, and plate information. Design Professional Information: Design Professional Of Record: Robert Y. White 2464 Princeton Rd. Deland, FL 32724 License # : 13191 Truss Design Engineer Randall Byrd 2325 Jason St. Merritt Isl. 32952 License H : 23451 This truss specification package consists of this index sheet and 2 truss design drawings. This 23451 •; signed and sealed index sheet indicates acceptance of my professional engineering responsibility solely for listed truss design drawings. The suitability and use of each truss — " • • component for any particular building is the responsibility of the building designer per ••• STATE OF • /\ ANSI/TPI 1-1995, Section 2. ' •. F OR VD %&I TONAL Truss Truss Drawing Seal Truss 'Truss Drawing Seal Truss "Truss Drawin Seal k Label I/ Date # Label # Date 9 Label # Date 1 toll HAI116001 4/25/2006 2 t02 HA1116002 4/25/2006 Page 1 of 1 © Builders FirstSource, Inc. 2002 Job Truss Truss Type Oty Ply MARY HAYES ADDITION/BAC MASTER T01 GABLE 1 1 HA1116001 Job Reference(optional) Randall Byrd, P.E. #23451 2325 Jason St. Merritt Island FI. 32952 6.200 s Jul 13 2005 MiTek Industries. Inc. Tue Apr 25 09:16:55 2006 Page 1 2-0-0 12-0-0 24-0-0 26-0-0 , r 2-0-0 12-0-0 12-0-0 2-0-0 9caY . c.s 4E YIIS°= I 10 T T T 2 1] Ia11 2.4 YIR°= b° YIR°= b. YIrlO= 24-0-0 24-0-0 Plate Offsets (X_Y)_[18:0-3-0,0-3-0] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.32 Vert(LL) -0.02 13 n/r 120 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.10 Vert(TL) -0.02 13 n/r 90 BCLL 10.0 Rep Stress [nor NO WB 0.06 Horz(TL) 0.00 12 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 Matrix) Weight: 111 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=267/24-0-0, 18=145/24-0-0, 19=146/24.0.0, 20=157/24-0-0, 21=111/24.0.0, 22=243/24-0-0, 17=146124.0.0, 16=157/24-0-0, 15=111/24-0-0, 14=24324-0-0. 12=267/24-0.0 Max Horz2=100(load case 4) Max Uplift2=-266(load case 6). 19=-126(load case 4), 20=-134(load case 4), 21=-I12(load case 4), 22=-183(load case 6), 17=-125(load case 5). 16=-135(load case 5), 15=-112(load case `. 14=-182(load case 7), 12=-275(load case 7) Max Grav2=267(load case 1), 18=145(load case 1), 19=150(load case 10), 20=157(load case 1). 21=11l(load case 10), 22=243(load case 1). 17=150(load case 11). 16=157(load case 1). 15=111(load case 11). 14=243(load case 1), 12=267(load case 1) ... FORCES (lb) -Maximum Compression/Maximum Tension r-:' =;,• TOP CHORD 1-2=0rJ3, 2-3=-65/49, 3-4=-30/110, 4-5=-21/138.5-6=-23/788, 67=-23/240, 7-8=-23240, 8-9=-23/188, 9-10=-21/132. 10-11=-30/86, "' -••. <,`+. SA'' 11-12=-4329.12-13=0/'J3 4S;•.;i'. %.•1'%: 4BOTCHORD2-22=0/119.21.22=0/119,20-21=0/119,19-20=0/119.18-19=0/119,17-18=0/119,16-17=0/119,15-16=0/119,14-15=0/119,12-14=0/119 WEBS 7-18=-105/12, 6-19=-111/146. 5-20=- 114/163. 4-21 =-82/127, 3.22=-176227.8.17=-111/146.9.16=-114/163. 10.15=-82/127, 11-14=-176/227 - •` I I;, y'.• NOTES 1) Unbalanced roof live loads have been considered forthis design.2) Wind: ASCE 7-02: 120mph (3-second gust); h=25ft; TCDL=4.2psf; BCDL=3.Opsf; Category II: Exp B: partially; MWFRS gable end zone and C-C Exterior(2)zone: Lumber DOL=1.60 plate grip DOL=1.60. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified.3) Standard TrussdesinedforwindloadsinthelaneofthetrussenlForstudsexosedtowindnormaltotheface), see MiTek Gable End Detail"4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.5) All plates are 2x4 M1120 unless otherwise indicated.6) Gable requires continuous bottom chord bearing.7) q2006 Gablestudsspacedat2-0-0 oc.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 266 Ib uplift at joint 2, 126 Ib uplift at joint 19, 134 Ib uplift at joint 20, 112 Ib uplift at joint 21, 183 Ib uplift at joint 22. 125 Ib uplift at joint 17, 135 Ib uplift at joint 16, 112 lb uplift at joint 15, 182 Ib uplift at joint 14 and 275lbnnLuplift atjoint12. A f0U V LOAD CASE(S) Standard I f Job Truss Truss Type Qty Ply MARY HAYES ADDITIONIBAC MASTER T02 COMMON 18 1 HA1116002 Job Reference iptional Randall Byrd, P.E. #23451 2325 Jason St, Merritt Island FI. 32952 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Apr 25 09:16:56 2006 Page 1 2-0-0 7-7-13 12-0-0 16-4-3 24-0-0 26-0-0 1 2-0-0 7-7-13 4-4-3 4-4-3 7-7-13 2-0-0 s"W • 1:43. s MItIs= REMOVE OVERHANG IF NEEDED IN FIELD 5 p 10 4. a e St 'hf ' e e unma r.Ia unm= ae unzoa 12-0-0 24-0-0 12-0-0 12-0-0 Plate Offsets X,Y]_(2:0.3-14,0.1-8]_J6:0.3.14,0.1-8J SPACING 2-0-0LOADING (psl) CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.55 Vert(LL) -0.31 2.8 >903 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.94 Vert(TL) -0.82 6.8 >339 180 BCLL 10.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.07 6 n/a n/a BCDL 10.0 Code FBC20041TPI2002 Matrix) Weight: 100 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-14 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 2.2-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=989/0.8-0.6=989/0-8-0 Max Herz 2=-100(load case 5) Max Uplift2=-771(load case 4). 6=-771(load case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/33, 2-9=-1835/1522. 3.9=-1719/1532, 3-4=-1413/1165, 4-5=-1413/1165, 5-10=-1719/1532, 6-10=-1835/1522, 6-7=0/33 ' BOT CHORD 2-8=-1272/1676, 6-8=-1272/1676 WEBS 3-8=458/567, 4-8=-485/696, 5.8=-458/567 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 120mph (3-second gust); h=25ft; TCDL=4.2psf; BCDL=3.Opsf; Category 11; Exp B; partially; MWFRS gable end zone and C-C Exterior(2) zone; Lumber DOL=1.60 plate grip DOL=1.60. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) 'This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 771 lb uplift at joint 2 and 771 lb uplift at joint 6. LOAD CASE(S) Standard