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1505 W 17 St
JUL " 6 2013 D C a L CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: /3-1165 ,\ Documented Construction Value: $ goco'DD Job Address: 1505 oW�e�� \N'-s� Historic District: Yes ❑ No ❑ Parcel ID: 3s -30 - 5 03 O O —00toning: Description of Work: WA -%o4 Plan Review Contact Person: Phone: 4o'A " J2\- 06� Fax: NV_ G1 \\ Q. aA Title: E-mail: A\ Property Owner Information (�� Name �a� �cC � `� Phone: qvv 311- ` � ' t Street: \es05 Weh �� Resident of property? City, State Zip: 's-zW�.A -� L Contractor Information Name Phone: Street: City, State Zip: Fax: State License No.: Architect/Engineer Information Name: Phone: Street: City, St, Zip: Bonding Company: Address: Building Permit M/ Square Footage: No. of Dwelling Units: Electrical O Fax: E-mail: Mortgage Lender: Address: PERMIT INFORMATION Construction Type Flood Zone: New Service — No. of AMPS: Mechanical ❑ (Duct layout required for new systems) No. of Stories: Plumbing O -New Construction - No. of Fixtures: Fire Sprinkler/Alarm 0 No. of heads: ; 4t F Application is hereby made to obtain a permit to do the work and installations as indicated. 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 standards of all laws regulating construction in this jurisdiction. 1 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. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. .d.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 of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. Signat ure oo ner/AgueAnt Date , Nz � \ • U<U� , ►J rJ Print Ow Agent's Name Signature of Notary -State of Florida Date Owner/Agent is PersQq# 4%, o Me or Produced ID - Tye JG�Moy APPROVALS: ZOT4I�1G'�vaty /saFf = UTILITIES: EN7�,E� % �'FIRI: .�• . •gyp`. COMMENTS: Rev 11.08 Signature of Contractor/Agent Date Print Contractor/Agent's Name Signature of Notary -State of Florida Date Contractor/Agent is Personally Known to Me or .Produced ID - Type of ID edIs l.4.5 ha. CCV%L1,41t 1434 WASTE WATER: BUILDING: OWNER BUILDER STATEMENT/AFFIDAVIT Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Florida Statutes are quoted here in part for your information to indicate the authority for exemptions for homeowners from qualifying as contractors and to express any applicable restrictions and responsibilities. OWNERS MUST PERSONALLY APPEAR AT THE BUILDING DIVISION TO SIGN THIS DOCUMENT BY SIGNING THIS STATEMENT, I ATTEST THAT: (Initial to the left of each statement) rA i understand that state law requires construction to be done by a licensed contractor and have applied For an owner -builder permit under an exemption From the law. The exemption specifies that 1, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. 1 understand that building pen -nits are not required to be signed by a property owner unless he or she is responsible For the construction and is not hiring a licensed contractor to assume responsibility. 1 understand that, as an owner -builder, 1 am the responsible party of record on a permit. i understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that a contractor is required by law to be licensed in Florida and to list his or her license numbers on all pen -nil and contracts. i understand that I may build or improve a one -family or Iwo -family residence or a farm outbuilding. i may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my own use or occupancy. it may not be built or substantially improved for snlc or lease. If a building or residence that I have built or substantially improved myself is sold or leased within in I year after the construction is complete, the law will presume that 1 built or stibstantially improved it For sale or lease, which violates this exemption. 1 understand that, w the owner -builder, 1 must provide direct, onsile supervision of the construction. U I I understand that I may not hire an unlicensed individual person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I nemploy have the licenses required by law and by city ordinance. il understand that it is a Frequent practice of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies thal the property owner is providing his or her own labor and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or her employees while working on my property. My homeowner's iosnrnncc may not provide coverage for those injuries. 1 am willfully acling as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my properly. I understand that 1 may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the wort: being done. Any person working on my building woo Is not licensed mt'sl work under my direct supervision and must he employed by me, which nicans that 1 must comply witb laws reduirhig the withholdiug of -federal income tax and social security contributions under the Federal lusuronce Contributions Act (FICA) and must provide workers' compensation for the employee. I understand that my Failure to Follow these laws may subject me to serious financial ri sk. Rev. 9.14.2009 I agree that, as the party legally and financially responsible for this proposed construction activity, I will abide by all applicable laws and requirements that govern owner -builders as well as employers. I also understand that the construction must comply with all applicable laws, ordinances, building codes, and zoning regulations I am of aware of construction practices and I have access to the Florida Building Codes. v I understand that 1 may obtain more infonnation regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, the Florida Department of Financial Services, and the Florida Department of Revenue. I also understand that I may contact the Florida Construction industry Licensing Board at 1-850-487-1395 or at www.mynorida.com/dbpr/pro/cilb/ for fly more infonnation about licensed contractors. V I am aware of, and consent to, an owner -builder building permit applied for in my name and understand •, that I am the party legally and financially responsible for the proposed constriction activity at the address listed below. 1 T agree to notify the building department immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure or in the permit application package. Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Construction Industry Licensing Board, the Department of Business and Professional Regulation and the building department may be unable to assist you with any financial loss that you sustain as a result of a complaint. Your only remedy against an unlicensed contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible For verifying whether the contractor is property licensed and the status of the contractor's workers' compensation coverage. Property Address: 1505 oe� I -- .� I, _ SVG lt�i� . Gid l t fo , do hereby state that I am qualified and capable of performing the requested construction involved with the permit application filed and agree to the conditions specified above. Sionatdre of Owner -Builder Form of Identification �r�or` �CL `t IJt Ce(%se- (Mus(be Photo ID) Date A violation of this exemption is a misdemeanor of the first degree punishable toy a term of imprisonment not exceeding I year and a $1,000.00 fine in addition to any civil penalties. In addition, the local permitting jurisdiction shall withhold final approval, revolve the permit, or pursue any action or remedy for unlicensed activity against the owner and any person performing work that requires licensure under the permit issued. Rev. 9.14.2009 cc UJUL 6 2013 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 13- 1 o (P 3 Documented Construction Value: $ Boco' DD Job Address: 150-5 W Historic District: Yes ❑ No ❑ Parcel ID: `` Zoning: Description of Work: aU V t D� Plan Review Contact Person: 0A' 4Q- 1'�c'Gt 1\ CQu'44 Title: Phone: 4or\- 32-\- 06 > Fax: E-mail: Wi;�e C CAI -X i ll /. j�; Ne% Q\Au n Property Owner Information Name IV cCA\ Phone: Street: ,�>b5 Resident of property? City, State Zip: sans: A :e i— Contractor Information Name Phone: Street: Fax: City, State Zip: State License No.: Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: PERMIT INFORMATION Building Permit Square Footage: Construction Type: No. of Dwelling Units: Flood Zone: Electrical ❑ New Service - No. of AMPS: Mechanical ❑ (Duct layout required for new systems) No. of Stories: Plumbing ❑ New Construction - No. of Fixtures: Fire Sprinkler/Alarm 0 No. of heads: Application is hereby made to obtain a permit to do the work and installations as indicated. 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 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: 1 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. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. 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 of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. Owner/Agent is Produced ID or APPROVALS: Z6Ai1J8-f atr/s?FI= UTILITIES: FIRE: AC•J�IL)1_4Zk&I Rev 11.08 Signature of Contractor/Agent Date Print Contractor/Agent's Name Signature of Notary -State of Florida Date Contractor/Agent is Personally Known to Me or Produced ID Type of ID WASTE WATER: BUILDING: 7/iN X.77 Signature o /Agent Date _'A9, �&- ata -, atJ Print Ow Agent's Name U,,9# &W 7!r 7113 Signaturc of Notary -State of Florida Date Owner/Agent is Produced ID or APPROVALS: Z6Ai1J8-f atr/s?FI= UTILITIES: FIRE: AC•J�IL)1_4Zk&I Rev 11.08 Signature of Contractor/Agent Date Print Contractor/Agent's Name Signature of Notary -State of Florida Date Contractor/Agent is Personally Known to Me or Produced ID Type of ID WASTE WATER: BUILDING: 7/iN X.77 OWNER BUILDER STATEMENT/AFFIDAVIT Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Florida Statutes are quoted here in part for your information to indicate the authority for exemptions for homeowners from qualifying as contractors and to express any applicable restrictions and responsibilities. OWNERS MUST PERSONALLY APPEAR AT THE BUILDING DIVISION TO SIGN THIS DOCUMENT BY SIGNING THIS STATEMENT, I ATTEST THAT: (Initial to the left of each statement) 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that 1, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Yl ' I understand that, as an owner -builder, 1 am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the pen -nit filed in his or her natne instead of my own name. I also understand that a contractor is required by law to be h licensed in Florida and to list his or her license numbers on all pen -nil and contracts. I understand that I may build or improve a one -family or two-family residence or a faun outbuilding. 1 may also build or improve a commercial building if the costs do not exceed $75,000. "rhe building or residence must be for my own use or occupancy. h may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within in I year after the construction is complete, the law will presume that I built or substantially improved it h for sale or lease, which violates this exemption. understand that, as the owner -builder, 1 must provide direct, onsite supervision of the construction. i1 understand that 1 may not hire an unlicensed individual person to act as my contractor or to supervise persons working on my building or residence. h is my responsibility to ensure that the persons whom I employ have the licenses required by law and by city ordinance. n I understand that it is a frequent practice of unlicensed persons to have the property owner obtain an owner -builder pen -nil that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or her employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. n 1 understand that I 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 my building who Is not licensed must work under my direct supervision and must he employed by me, which means that 1 must - -comply—with-laws-requiring-the-withholding-of-federal income -tax -and -social -security -contributions. under the Federal Insurance Contributions Act (FICA) and must provide workers' compensation for the employee. 1 understand that my failure to follow these laws may subject me to serious financial risk. Rev. 9.14.2009 I agree that, as the party legally and financially responsible for this proposed construction activity, I will abide by all applicable laws and requirements that govern owner -builders as well as employers. I also understand that the construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. T am of aware of construction practices and 1 have access to the Florida Building Codes. I understand that I may obtain more information regarding my obligations as an employer from the internal Revenue Service, the United States Small Business Administration, the Florida Department of Financial Services, and the Florida Department of Revenue. I also understand that I may contact the Florida Construction Industry Licensing Board at 1-850-487-1395 or at www.mytlorida.com/dbpr/pro/cilb/ for more information about licensed contractors. A V Tam aware of, and consent to, an owner -builder building permit applied for in my name and understand that I am the party legally and financially responsible for the proposed construction activity at the address hG listed below. T agree to notify the building department immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure or in the permit application package. Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Construction Industry Licensing Board, the Department of Business and Professional Regulation and the building department may be unable to assist you with any financial loss that you sustain as a result of a complaint. Your only remedy against an unlicensed contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is property licensed and the status of the contractor's workers' compensation coverage. `Jf5o5 Property Address: I, Aa(Az_ R'. CL 40 , do hereby state that I am qualified and capable of performing the requested construction involved with the permit application filed and agree to the conditions specified above. 11 � ate Form of Identification T -10'r` Qpm, :� i l4C✓ �_-, cense-- (Must be Photo ID) A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment not exceeding I year and a $1,000.00 fine in addition to any civil penalties. In addition, the local permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy for unlicensed activity against the owner and any person performing work that requires licensure under the permit issued. Rev. 9.14.2009 THIS LOAD CALC PREPARED BY MAGGIE SIMS, HERS ENERGY KAI LK I -W» 1 P133y CONTACT386-775-0908 FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: DDB SANFORD ADD 03-08-13 Builder Name: Street: 1505 W 17TH ST Permit Office: City, State, Zip: SANFORD . FL, 32771- Permit Number: Owner: NADINE MCGILL Jurisdiction: Design Location: FL, Sanford 1. New construction or existing Addition 9. Wall Types (432.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 432.00 ft' b. N/A R= fl' 3. Number of units. If multiple family 1 c. N/A R= R' 4. Number of Bedrooms(Bedrms In Addition) 0(0) d. N/A R= ft: 10. Ceiling Types (220.0 sqft.) Insulation Area S. Is this a worst case? No a. Under Attic (Vented) R=30.0 220.00 ft 6. Conditioned floor area above grade (ft') 220 b. N/A R= ft' Conditioned floor area below grade (ft') 0 c. N/A R= ft' 11. Duds R ft' 7. Wtndows(20.0 sqft.) Description Area a. U -Factor: Dbl, U=0.30 20.00 ft' SHGC: SHGC=0.23 b. U -Factor: N/A ft' 12. Cooling systems kBtu/hr Efficiency SHGC: a. PTAC and Room Unit 5.5 EER:9.50 c. U -Factor: N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiency d. U•Factor: N/A fl' a. Electric Strip Heat 4.0 COP:1.00 SHGC: Area Weighted Average Overhang Depth: 1.333 ft. Area Weighted Average SHGC: 0.230 14. Hot water systems - None required 8. Floor Types (220.0 sqft.) Insulation Area o' Cap: N/A EF: 0.000 a. Crawlspace R=19.0 220.00 ft' b. Conservation features b. NIA R= ft' c. N/A R= ft' 15. Credits Pstat Glass/Floor Area: 0.091 Total Proposed Modified Loads: 7.42 PASS Total Standard Reference Loads: 10.02 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Review of the plans andtIr. specifications covered by this STq O Code. ' calculation indicates compliance Florida Energy Code. �!��;• , �O ��y� PREPARED Y: with the Before construction is completed • /3 • __ _/8 _ DATE: - -- this building will be inspected for �,� - ,. � ; compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. ``C O1)14%'E'C�.. OWNER/AGENT:_ _ - ___ BUILDING OFFICIAL: DATE: __ _. _ - -- - -- - . DATE: -- --- ---- - - - - Compliance requiros completion of a Florida Air Barrier and Insulation Inspection Checklist 3/19/2013 7:54 AM EnergyGaugeO USA - FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 THIS LOAD CALC PREPARED BY MAGGIE SIMS, HERS ENERGY RATER CLA5!� 1 ;F133V rQk1TArT C!, 24G_77C_A0n4 3/19/2013 7:54 AM EnergyGaugeO USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 PROJECT Title: DDB SANFORD ADD 03-08-1 Bedrooms: 0 Address Type: Street Address Building Type: User Conditioned Area: 220 Lot 0 Owner: NADINE MCGILL Total Stories: 1 Block/SubDivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 1505 W 17TH ST Permit Office: Cross Ventilation: County: Seminole Jurisdiction: Whole House Fan: City, Slate, Zip: SANFORD , Family Type: Single-family FL, 32771- New/Existing: Addition Comment: MANUAL J CALCS CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Sanford FL_ORLANDO SANFOR 2 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockt 220 1760 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1st Floor 220 1760 NO 1 1 Yes Yes Yes FLOORS _ # _ Floor Type Space _ Exposed PerWall Ins. R -Value Area _ Floor Joist R -Value Tile Wood Carpet ^ 1 Crawlspace 1st Floor 44 ft 0 220 R' 19 0 0 1 ROOF Roof Gable Roof Solar $A Emitt Emitt Deck Pitch # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or shed Composition shingles 232 ft' 36 ft2 Medium 0.96 No 0.9 No 0 18.4 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic ~� Vented 300 220 ft' N N CEILING # _Ceiling Type _ _ _ Space R -Value_ Area i Framing Frac Truss Type 1 Under Attic (Vented) 1st Floor 30 220 ft' 0.11 Wood 3/19/2013 7:54 AM EnergyGaugeO USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 THIS LOAD CALC PREPARED BY MAGGIE SIMS, HERS ENERGY RATER CLASS 141339 rf%M1r1tf T :�"::FJ CfP r ? f4Z 22C_771Z_AOnQ 3/19/2013 7:54 AM EnergyGauge D USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 WALLS / Adjacent Cavity Width Height Sheathing Framing Solar Spay__ Below V # _.Ornt_- To.- _Well Type___ _.. __ R -Value _ ._Ft In—Ft In—...Area -R-Value Fraction__Absor__Grade% 1 S Exterior Frame - Wood 1st Floor 13 26 8 208.0 R= 0 0.75 0 _ 2 W Exterior Frame - Wood 1st Floor 13 22 8 176.0 It' 0 0.75 0 —3 E Exterior Frame - Wood 1st Floor 13 6 8 48.0 W 0 0.75 0 DOORS # Ornt Door Type Space Storms U -Value Width Height Area Ft _ In Ft In _ 1 S Insulated 1st Floor None 0.460000 3 6 8 20 W WINDOWS Orientation shown is the entered. Proposed orientation. V Wall Overhang # Ornt _ID_ Frame Panes NFRC U -Factor SHGC Area Depth Separation Int Shade Screening 1 S 1 Vinyl Low -E Double Yes 0.3 0.23 20.0 ft° 0 ft16 in 0 ft 6 in Drapes/blinds Exterior 5 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess 0.000500 288.53 15.840 29.789 0.3650 9.8363 HEATING SYSTEM # System Type Subtype _ _Efficiency Capacity _ _Block — _Ducts 1 Electric Strip Heat None COP: 1 4 kBtu/hr 1 Ductless COOLING SYSTEM _ # - System Type Subtype —_ _Efficiency ^Capacity _ Air Flow _ SHR` _ Block- Ducts 1 PTAC and Room Unit None EER: 9.5 5.5 kBtu/hr 165 cfm 0.75 1 Ductless SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF 3/19/2013 7:54 AM EnergyGauge D USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 3/19/2013 7:54 AM EnergyGaugeO USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 TEMPERATURES Progremable Thermostat: Y Ceiling Fans: Coolin an (( Feb ((] Mar Apr Ma X Jun X Jul X Au Se Ocl Nov Dec Heating [X) Jan p(� Feb (X� Mar May Jun Jul Aug Sep �X� Oct Nov Dec Venting [ j Jan jj Feb [X) Mar Apr X Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) r AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System_ None 0 0 0 1 - Electric Strip Heat 0%1 - PTAC and Room Unit 3/19/2013 7:54 AM EnergyGaugeO USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 1505 W 17TH ST PERMIT #: SANFORD, FL, 32771 - 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: Basketed 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. Water heaters Mechanical ventilation 403.3.3 403.4 403.5 Swimming Pools 403.9 & Spas Cooling/heating 403.6 — equipment Ceilings/knee walls 405.2.1 Building framing cavities shall not be used as supply ducts. 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. Homes designed to operate at positive pressure or with mechanical 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. Pool pumps and pool pump motors with a total horsepower (HP) of = 1 HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor -retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site -recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters minimum COP= 4.0. Sizing calculation performed & attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat >10kW must be divided into two or more stages. R-19 space permitting. 3/19/2013 7:54 AM EnergyGaugeO USA - FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 Residential System Sizing Calculation Summary NADINE MCGILL Project Title: 1505 W 17TH ST DDB SANFORD ADD 03-08-13 SANFORD, FL 32771 - MANUAL J CALCS 3/19/2013 Location for weather data: Sanford, FL - Defaults: Latitude(28.78) Altitude(89 ft.) Temp Range(M) Humidity data: Interior RH 50% Outdoor wet bulb 76F Humidity difference 46 r. Window total 20 Winter design temperature(MJ8 99%) 38 F Btuh Summer design temperature(MJ8 99%) 93 F Winter setpoint 70 F 20 Summer setpoint 75 F Winter temperature difference 32 F 224 Summer temperature difference 18 F Total heating load calculation 2697 Btuh Infiltration Total cooling load calculation 5197 Btuh Submitted heating capacity % of talc Btuh Submitted cooling capacity % of talc Btuh Total (Electric Strip Heat) 148.3 4000 2697 Sensible (SHR = 0.75) 89.8 4125 cfm 0 Btuh TOTAL HEAT LOSS Latent 228.9 1375 Btuh Total sensible gain Total 105.8 5500 WINTER CALCULATIONS Winter Npatinn 1 nart /fnr 99A enftl Load component Load Window total 20 sqft 192 Btuh Wall total 392 sqft 1113 Btuh Door total 20 sqft 294 Btuh Ceiling total 220 sqft 224 Btuh Floor total 220 sqft 271 Btuh Infiltration 17 cfm 601 Btuh Duct loss 0 Btuh Subtotal 2697 Btuh Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS 2697 Btuh qummor Cnnlinn 1 nnrf /fnr 97n enftl usm .. 'Cs.•.•r.i SUMMER CALCULATIONS Load component Load Window total 20 sqft 138 Btuh Wall total 392 sqft 852 Btuh Door total 20 sqft 267 Btuh Ceiling total 220 sqft 301 Btuh Floor total 153 Btuh Infiltration 13 cfm 254 Btuh Internal gain 2630 Btuh Duct gain 0 Btuh Sens. Ventilation 0 cfm 0 Btuh Blower Load 0 Btuh Total sensible gain 4596 Btuh Latent gain(ducts) 0 Btuh Latent gain(infiltration) 401 Btuh Latent gain(ventilation) 0 Btuh Latent gain(intemal/occupants/other) 200 Btuh Total latent gain 601 Btuh TOTAL HEAT GAIN 1 5197 Btuh - ' 8th Edition rc;a' SNS, .ere,. -.er-8 ., .. _ .s,•; EnergyGaugeO System Sizing PREPARED BY: DATE: - - EnergyGauge® / USRFZB v3.0 Mao ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 74 The lower the EnergyPerformance Index, the more efficient the home. 1505 W 17TH ST, SANFORD, FL, 32771- 1. New construction or existing Addition 9. Wall Types Insulation Area 2. Single family or multiple family Single-family e. Frame - Wood, Exterior R=13.0 432.00 R' b. N/A R= R' 3. Number of units, if multiple family 1 c. N/A R= R' 4. Number of Bedrooms 0(0) d. N/A R= R' 5. Is this a worst case? No 10. Ceiling Types Insulation Area a. Under Attic (Vented) R=30.0 220.00 R= 6. Conditioned floor area (R') 220 b. NIA R= R' 7. Windows" Description Area c. N/A a. U -Factor: Dbl, U=0.30 20.00 R' 11. Ducts R ft' SHGC: SHGC=0.23 b. U -Factor. NIA R= SHGC: 12. Cooling systems kBtu/hr Efficiency c. U -Factor: N/A R' a. PTAC and Room Unit 5.5 EER:9.50 SHGC: d. U -Factor: N/A R' 13. Heating systems kBtu/hr Efficiency SHGC: a. Electric Strip Heat 4.0 COP:1.00 Area Weighted Average Overhang Depth: 1.333 ft. Area Weighted Average SHGC: 0.230 8. Floor Types Insulation Area 14. Hot water systems - None required Cap: NIA a. Crawlspace R=19.0 220.00 R' a. EF: b. N/A R= ft' c. N/A R= R' b. Conservation features 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building --" CHf STgr Construction through the above energy saving features which will be installed (or exceeded) �o,.�;� -:�ro� in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. ": ' fo Builder Signature: _ — Date: _ - -_ _ 30 =' -- — — -- — - - — --- -- tic Address of New Home: -- City/FL Zip: �• J wr: '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 City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: (� M �. Firm: Address: ITOCS W . 1 -7 el, s 4 City:. State: l_ Zip Code: Phone: yVQ7-321.1'453. Fax: Email: Property Address: /"5 5 / w, ) r S" Property Owner: i1 c, Ol ; vie- 0 c b', / I Parcel identification Number: �S.) �,,3U-5'J 3' 0,30 0 -0080 Phone Number: Email: The reason for the flood plain determination is: ❑ New structure ❑ Existing Structure (pre -2007 FIRM adoption) Expansion/Addition ❑ Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4076) OFFICIAL USE ONLY Flood Zone:_ Base Flood Elevation: Datum: FIRM Panel Number: IZ% t7 C 00 70r Map Date: R a 7 The referenced Flood Insurance Rate Map indicates the following: ❑ The parcel is in the: ❑ floodplain ❑ floodway ❑ A portion of the parcel is in the: ❑ floodplain ❑ floodway O --The parcel is not in the: floodplain ❑ floodway ❑ The structure is in the: ❑ floodplain ❑ floodway �he structure is not in the: [floodplain ❑ floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: Reviewed by: G 1T Date: 7b I It s, TAEngr-Files\Elevation Certificate\Flood Zone Determination Request Form.doc GENERAL NOTES: 1. ALL FASIENE;6 S44I BE IN ACCORDWCE WITH THESE INAICNGS. S UVO AN" EMBED 10 BASE 2. EMSB.9 IStlFLLEF6MOR ESTUOP ELY OE90M A INSTALLED TO TRANSFER WIND LDA06 TO THE snwTUIE. a THESE NON-UPACT RATED WINDOW SYSTEM INSTALLATIONS ARE IN ACCORDAXa WITH AND MEET INE REDUREMEMS OF THE ROIIDA BURDDNG CODE (fBC). w ALL AN010R5 SECt1RING WINDOW FRAME TO PRES9IRE IISATED MI06 OR NDOD iRA11ING BALL BE N;wABLE OF RE560NG COAAO90N NiMAED 81' THE PRESAIRE 11EATLNG NaEAIOALs W THE WOOD. a MATEII45. LN=DIN0 OW NOT LIMITED TO SIM SMEWS. THAT COME 040 CONTACT WITH ODS DISSIMILAR MATERIALS SHALL MEET THE REOUIRD1E1115 OF FLORIDA MWINC CODE CNAPIER 20. 0. TD THE BEST OF OUR "WLETIM THE WINDOWS SOWN NEIETM ARE CERTIFIED A OUALITY AMIIED BY A RTDRIDA STATE APPHMED FEROFICA710N/DA (NRTY A 91ALL E LABELED IN ACCOROANCE WITH THE FBC AND THE 99-72 FLORIDA B== COMMISSION 9EOM7IONs WINDOW ASSEMBLY 6 NOT PARI OF THIS DRAWING AND SHALL RE IN ACCORONICE WITH THE MANUFAMRER'S OLWLIY ASSIIRANCE SPECIFICATIONS A TESIWO REPORTS 7. CERRTIrOTHON OF THESE WINDOW MIALLATIONS 94ALL BE NXINSDERED VCD IF ANY OF THE FOUR" APPLY. N) THEY ARE INSTALLED WIDWUT A BIRDING PERMIT FROM THE APPUFABLE LOCH MNDING OEPARTMENT. 2) 6 DIEM ARE INSTALLED BY ANIDIE OTHER 7" A UCESED CON Rcm EIM ER= WITH WWDON IATALAROMS 3) IF CHANGES HAVE OCQNED TO 7HE PRODUCTS COMFO710M DWS CElff"TE PW CAISE THESE INSTALLATIONS 10 BE WOOOIF OR WCON561ENT WITH WHAT HAS BEEN TESTED L THE LEAST DESIGN PRESSURE 9970 OTHER W THIS CAWING OR IN THE PRODUM CEI IHCATION 91AU CONTROL FOR THE INSTALLED WINDOW. 9. THESE DIAWW0.i CEOIFY RE WINDOW HNSTAUATION ONLY. WATER PROOFING OF THE DSTAL* WINDOWS 6 NOT PART OF TNS owmmTION wmnr ATIOM THAT RESPON5BI11Y SHALL BE THAT 1X THE MNUFACRHIER A/OR INSTALLER. i y 0 INSTALLATION EVALUATION 6 BASED ON APRIWBLE ANCHOR STML4DS AND/Ct INFORMATION A IESLL3 FROM APRHCABLE TEST REPORTS INE FkLon ► BUTAHNG CODE VERSION COMSIOl7ED WITH THE EVALIATKIN WAS THAT IN FORCE AT THE TIME OF THE EVAWATION. IN THE EVENT OF CODE VFR9ON GANGES/UPDATES OR IN THE EVENT THAT NEW OR ADDITIONAL TESTING 1S COMPLETED ON THE RCFERDI ED PROD -ICT. PRIOR TO STATING CODE COMPLIANCE WITH THE SURE, THE MANUFACTURER 94AU CONFIRM WITH THE INSTALLATION EVAUATON EMONNEER Or fECORD THAT THE DWALLAIMMS SPECIFIED HM -IN ARE CLONNT WITH THE THEN CAI ENT TESRNC. CODE AND APPLICABLE STANDIIM \�\ ALTERNATE ANCHOR/SUBSTRATE EVALUATION- NOTE W ALL ALTERNATE ANCHORS IN THEIR SPECIFIED �. SUBSTRATES HAVE BEEN ANALYZED IN ACCORDANCE WITH THEIR APPLICABLE STANDARD(S) AND ARE FOUND TO BE EQUIVALENT TO OR STRONGER THAN THE ` ANCHOR(S) USED IN TESTING WITH THIS PRODUCT. FRAME ANCHOR REQUIREMENTS TABLE OPENING TYPE FRAME TO OPENING FASTENER MINIMUt (SUBSTRATE) TYPE EMBED (I) FRAME SCREWS MIN. 2X4 WOOD FRAME OR BUCK (MIN. GR. 3 k G=0.55) N0. 10 SMS OR WOOD SCREW 7 1/4' L MIN. 18 GA 33 NSI METAL STUD NO. 10 GR. 5 SELF TAP DRILL SCREW FULL MIN. 1/8' THK A36 STEEL NO. 10 GR. 5 SELF TAP DRILL SCREW FULL WMIN. 1/8' THK 6063-T5 ALUM. NO. 10 GR. 5 SELF TAP DRILL SCREW FULL C-90 CMU/2500 PSI CONCRETE (2) 1/4' CONCRETE SCREW 11 1/4' (1)FRAME SCREWS SHALL BE PAN HEAD OR HEX HEAD SCREW (2)CONCRETE SCREWS SHALL BE ELCO OR ITW RAMSET/RED HEAD TAPCONS, HIL11 KWIK-CON 11 OR POWERS RAWL TAPPER (HARDENED STEEL OR S.S.). MINIMUM DGE DIST. 3/4' FOR MAX. FRAME WIDTH. SEE WINDOW PRESSURE TABLE ON THIS SHEET 6' 16' MAX. J 6• MAX. O.C. I 2 MAX. 6• r MAX. I I 16' MAX. I FRAME SCREWS WHERE I O.C. SHOWN. SEE *FRAME I ANCHOR REQUIREMENTS I 3 I TABLE' ON THIS SHEET 13 W I FOR REQUIREMENTS. W H I TIS• MAX. �= I O.C. �zo 2 _ THESE 2 j I 4• w ANCHORS 9• ~ ARF, NOT REQ D I — — — I N FRAME WIDTH // 9' IS 36' OR 4• 0 o LESS (TYP• I OPPOSITE/I C\ EACH SIDE) I C I SIMILAR i TV MAX. D.C. • I 2 •- / I �T L 6' NO ANCHORS REQ' E� ELEVATION: MAX. AT SILL SCALE. 3/4' a 1'-0' I OF 2 J ALLOWABLE DESIGN PRESSURE WINDOW FRAME SIZE (IN.) ALLOWABLE PRESSURE (PSF) 36' X 62' 55 16' X 90' 50 52 1 8' X 73' 50 54' X 90' 30 I OF 2 J 3/8- MAX. SHIM AT EACH ANCHOR SUBSTRATE BY OTHERS PER 'FRAME ANCHOR REQUIREMENTS TABLE' FRAME ANCHOR PER " ELEVATION i SEALANT BY OTHERS BEHIND FLANGE FRAME WIDTH CONTINUOUS WOOD MEMBER LESS IN SIZE THAN A 2X- BUCK TO BE MIN. 3 1/2- DEEP. NOT REQUIRED WHEN SHIM SPACE IS WITHIN ALLOWABLE DIMENSIONS SHOWN IN SECTIONS). SEALANT BY OTHERS _ SUBSTRATE. BY. OTHER$ BEHIND -FLANGE PER 'FRAME ANCHOR �:: "'r? " fir: ', ' ; ' '. ' • ' REQUIREMENTS TABLE" EXTERIOR BY OTHERS SECTION SCALP: 1/2 FULL 2 SEALANT BYE OTHERS SCREW PER ELEVATIONS rFRAME @ FRAME ANCHOR REQUIREMENTS TABLE' OPTIOLL DIRECT MOUNT DETAIL TO SUBSTRATE WffH SPACER (HEAD SECTION SHOWN, SIDES ARE INSTALLED THE SAME) (SILL DOES NOT APPLY) (FOR DETAIL NOT SHOWN. SEE OTHER SECTIONS) a c• no.• I C SEALANT 6Y OTHERS SUBSTRATE BY OT..HERS PER 'FRAME EXTEgIOR O OF I' BEHIND FLANGE ANCHOR REQUIREMENTS TABLE' r . FRAME ANCHOR PER ELEVATION Q MAX. SHIM AT SEALANT BY �3/8' EACH ANCHOR OTHERS :•'- ,%,; 1/4MAX. SHIN AS SEALANT 8Y ' r •' SILL TO SUPPORT WINDOW SILL OTHERS w 3 CONTINUOUS BEADS OF a4 W CONSTRUCTION/STRUCTURAL ADHESIVE EXTERIOR "_ .' .•:,. .. •• .•'.:=,;'�:.••• SEALANT BY OTHERS' SUBSTRATE BY OTHERS PER 'FRAME SECTION q BEHIND FLANGE ANCHOR REQUIREMENTS TABLE' SCALP: 1/2 FULL 2 ' SECTION je SCALP: 1/2 FULL • 2 3/8- MAX. SHIM AT EACH ANCHOR SUBSTRATE BY OTHERS PER 'FRAME ANCHOR REQUIREMENTS TABLE' FRAME ANCHOR PER " ELEVATION i SEALANT BY OTHERS BEHIND FLANGE FRAME WIDTH CONTINUOUS WOOD MEMBER LESS IN SIZE THAN A 2X- BUCK TO BE MIN. 3 1/2- DEEP. NOT REQUIRED WHEN SHIM SPACE IS WITHIN ALLOWABLE DIMENSIONS SHOWN IN SECTIONS). SEALANT BY OTHERS _ SUBSTRATE. BY. OTHER$ BEHIND -FLANGE PER 'FRAME ANCHOR �:: "'r? " fir: ', ' ; ' '. ' • ' REQUIREMENTS TABLE" EXTERIOR BY OTHERS SECTION SCALP: 1/2 FULL 2 SEALANT BYE OTHERS SCREW PER ELEVATIONS rFRAME @ FRAME ANCHOR REQUIREMENTS TABLE' OPTIOLL DIRECT MOUNT DETAIL TO SUBSTRATE WffH SPACER (HEAD SECTION SHOWN, SIDES ARE INSTALLED THE SAME) (SILL DOES NOT APPLY) (FOR DETAIL NOT SHOWN. SEE OTHER SECTIONS) a c• no.• 14 C T V0. OF 2 plastpro 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 Smooth / Wood Grain / White Wood Grain Rustic / Mahogany Series Fiberglass Door INSWING / OUTSWING "NON -IMPACT' G84ERAL NOTES 1. This product has been evotuoted and is in compliance with the 2010 Raids Building Code (FBC) structurol requirements excluding the Ugh Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as fisted and spaced as shown on detok Anchor embedment to base material shoo be beyond wag dressing or stucco. 3. When used in areas requeing wind borne debris protection this product is required to be protected with on impact resistant covering that complies with Section 1609.1.2 of the 2010 FBC. 4. For 2x stud framing construction, anchoring of these units shag be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further endmeermg analysis by a ficerssed engineer or registered architect. 6v6d1Ae Kcc-.rltI Uk I rl W 37.50' MAX. OVERALL FRAME W07H Z Z 3 2 o m m X p 0 0 �o -z,..•�,•.f..- � TABLE OF COMMM SHEET0 DESCRIPDOH I Typicd eWwafion, design pressures. d general notes 2 Door panel detab 3 Horizontal cora sections 4 Vertical cross sections S Buck and frame onchortrV - 2X buck mosonry construction 6 Frame ondwft -1 X buck masonry construction 7 N of motedok glaring defdil b components 6v6d1Ae Kcc-.rltI Uk I rl W 37.50' MAX. OVERALL FRAME W07H Z Z 3 2 o m m X p 0 0 �o -z,..•�,•.f..- � =.o � E`w_i G�""e = __�^V :. .cam_ _ fRA'ME -?D?LO' •s�'��^�•-�—• it _` 'NE `i- ^...<.a.a._ IM -7 :{CJINiNS10l' Y ©SIIIVf: TIVE INSWING 37.50" x 82.00" 21.00" x 63.00' +50.0 -50.0 G1 OUTSWING 37.50" x 80.50" 21.00" x 63.00' +60.0 -60.0 A c i M 02/16/12 ore: N.T.S. r, or. ix K Df: IFS OW w: F1.-15213.9 FF OF 48 41 S GI EXTERIOR $ „ I ION ? 43 a m8�o6 E 47 INTERIOR 46 cc s 1 HORIZONTAL CROSS SECTION 2 c 48 a !3 N 100' Q 35.75 MAX. DOOR I SY { a PANG WIDTH I �,1 � a N 21.W MAX. _T Rt a o.Lo.vnotH � � EXTERIOR INTERIOR c o J .ti 2 d rn2 TOC IPVC 2.5. Ceaffi"C GE SII 12 _ o � o a - c O x 1 REINIORCEME10 WOOD a O 2 For lock 13 ;i 1.59' o l J 1_J U t— 46 0 Fa CL Z p n 45 z u v c iv L are: 02116112 �� DOOR PANELo- wuE N.T.S. o gpnpM R q1L IAiCH 8 HINGE LE owe or JK m a <S PVC E7 lvlwcodrenlucement 2 VERTICAL CROSS SECTION cm sr. LFS FL -15213.9 0 ir � or a a _ s 7 p a 5 Y 1-1/4 MIN. EMB. W.) INTERIOR EXTERIOR U� H 9 11 3 HORIZONTAL CROSS SECTION 3 Srsownw/Ixwb4budc O.15, 0.15' C'SINK CSINK PYP.) j1YP.) INTERIOR EXTERIOR 1 HORIZONTAL CROSS SECTION 3 pulswi P Gh.or - inswing INTERIOR EXTERIOR 2 HORIZONTAL CROSS SECTION 3 Olwt pproaod n insvaulg EMB. PYRI . e e a z a z a o z z Z j E: 02116112 oz LL. N.T.S. ° :. er: W. LFS 3 Nm No. FL -15213.9 `-� 0 or 7 a' E • a a �o m u D • • V '• a E . ° d d RY t B e C e 39.O�Va z� r , d q ad m°S L i A C6 e` 40 20 7 _ 20 o V 7 21 y o 8 21 g EXTERIOR INTERIOR EXTERIOR INTERIOR 1 VERTICAL CROSS SECTION 2 VERTICAL CROSS SECTION 4� (rowing also approved 4 Shown w/IX subbucx I d EXTERIOR INTERIOR EXTERIOR INTERIOR 40 32 8 40 34 30 7 31 33 a E c ° E ° Z • ° • U ah: 02116112 ° z • • a scsr N.T.S. 9 • • a ° • , ° MO. er JK a ° • a • a°c w: LFS 3 3 VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION DeAWW, no.: 4 Oulswing configuration 4 Inswing configuration FL -1521.3.9 ° 0 sHEEr _�L Or 7 9 5 ANCHOR" TYPE ANCHOR SIZE MIN. EMBEDMENT MIN. CLEARANCE TO � �MASONRYEDGE MIN. CLEARANCE TO .ADJACENT ANCHOR ITW 1/4" 1.1/4" 2.1/2" 3" ELCO 1/4' 1.1/4" 1" 4" to �o g TYP. HEAD E JAMBS �— TYP. HEAD E JAMBS o 8 = g y • o g 4 MASONRY OPENING vMASONRYOPENING $ a I_ = O — NZ 2 � FRAME Z _' O c� 2X BUCK Z 0 2X BUCK rZ YU • �I mm n BUCK ANCHORING STRIKE JAMB FRAME ANCHORING HINGE JAMB Masonry 2X buck conshucTion CONCRETE ANCHOR NOTES: 1. Substitution of equal concrete anchors from a different supplier may have different edge distance and center distance requirements. 28ci 2. Concrete anchor locations at the comers may be adjusted to maintain the min. edge to If locations MAX. ON CENTER' be 9 w distance mortar joints. concrete anchor noted as must M K adjusted to maintain the min. edge distance to mortarjoints, additional concrete anchors c may be required to ensure the MAX. ON CENTER" dimensions are not exceeded. 10 n 3. Concrete anchor table: i D M 11 ars: 02/16 12 ° scar: N.T.S. ° cxc• ar JK e 2i cew gr: LFS 3 OClww NO_ C LATCH & DEADBOLT DETAIL HINGE DETAIL FL_ 1521 j.9 o SW_V 5 OF 7 — — O c� ANCHOR" TYPE ANCHOR SIZE MIN. EMBEDMENT MIN. CLEARANCE TO � �MASONRYEDGE MIN. CLEARANCE TO .ADJACENT ANCHOR ITW 1/4" 1.1/4" 2.1/2" 3" ELCO 1/4' 1.1/4" 1" 4" J . 6• um . a g I to 8 P _ o EE � . J e / — TYP. HEAD &— ag JAMBS dFMASONRY i OPENING E 3 W HINGE DETAIL c FRAME offi T C v' in Ix BUCK a a • 27 ut STRIKE JAMB FRAME ANCHORING HINGE JAMB LATCH A DEADBOLT DETAIL U5 Masonry I X buck construction CONCRETE ANCHOR NOTES: 1. Substitution of equal concrete anchors from a different supplier may have different edge distance and center distance requirements. i 2 Concrete anchor locations of the comers may be adjusted to maintain the min. edge distance to mortar joints. H concrete anchor locations noted as MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors o S may be required to ensure the MAX. ON CENTER" dimensions are not exceeded. _ 3. Concrete anchor table: z ° U a 02/16 12 = ° Mr. MI. JK o aoc on. LFS 3 °RK�1NG NO.: C FL -15213.9 0 SIM o a 7 — — O ANCHOR ANCHOR MIN. MIN. CLEARANCE TO MIN. CLEARANCE TO TYPE SIZE EMBEDMENT � MASONRY EDGE ADJACENT ANCHOR sML N.T.S. ITW 114" 1.1/4' 2.1/7' 3" ITW 3/16" 1.1/4" 2.5/8 " 2-1/4" L —4.56' � L —..sa - o _ 2 § 5 p aiS $o1C n �11 � I � I I N>h = F�-244'T213'�I �F^244'�21� "ji.J r� HEAD d SIDE 2I HEAD i SIDF $ TIE mb� 5.63' --moi 8 ` 4.56' _L v z W Z O ADJUSTABLE INSWING THRESHOLD A STABLEINSWING THRESHOLD I a w m has �a 0 ..6r o �c m �i N 0 31 OUnIWNG BUMP THRESHOLD e 05' GLASS 1" MIN. W BRE GLASS THK. 0 1/B"TEMPERED et GLASS u � AIR SPACE o OPTIONAL W g DECORATIVE INSERT p 8IR SPACE o 0 n 1/g'TE/APEP,ED Z o 8 DAm 02116112 2 55 GLASS SCALE: N.T.S. ° 48 m n: JK o' G1 GLAZMG D IL DRA" w.: cAft oft LFS 3 e c o FL -152)3.9 =� 0 g snm 7 ov 7 O elu of MATERIALS REM DESCRIPTION MATERIAL A 1X BUCK SG >= 0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C 1/4' MAX. SHIM SPACE - D 1/4"X 2-3/4' PFH flC0 OR 111V CONCRETE SCREW STEEL E MASONRY - 3.192 PSI MIN. CONCRETE CONFORMING TO ACI CONCRETE 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 G 3/16' X 31 /4' PFH ITW CONCRETE SCREW STEEL H 1/4'x31/4'PFHfIWCONCREIESCREW STEEL J 1/4' X 3-31,C PFH ITW CONCRETE SCREW STEEL K A 10 X T PFH WOOD SCREW STEEL L R8 X 2-1/7 PFH WOOD SCREW STEEL M A8 X 7 PFH WOOD SCREW STEEL 7 FORCE 5 WEATHER STRIPPING BY ENDURA FOAM 8 COMPRESSION WEATHER STRIP QLON 650 BY SCHLEGfl FOAM 9 4 X 4r BUTT HINGE STEE 10 N9 X 1' PFH WOOD SCREW STEEL I 1 N9 X 3/4° PFH WOOD SCREW STEEL 17 KWIKSET KEYED ENTRY -SIGNATURE SERIES STEEL 18 KWIKSET DEADBOLI-SIGNATURE SERIES 780 STEEL 20 ANGER JOINTED PINE fRAME, HEAD E, HINGE JAMBS WOOD 21 POLYRBER JAMB COMP. /VINYL 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT STRIKE PLATE STEEL 30 INSWING VINYL DOOR BOTTOM SWEEP BY ENDURA VINYL 31 OUTSWING BUMP THRESHOLD ALUM. 32 VINYL DOOR BOTTOM SWEEP 83628 BY HOLM IND. PVC 33 INSWING ADJUSTABLE THRESHOLD BY ENDURA ALUM. /WOOD 34 INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP ALUM. /WOOD 40 DOOR PANEL -SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS - 41 DOOR SKIN MIN. 0.075 THICK RBERGLASS 42 TOP RAIL CELLULAR PVC 43 LATCH 6 HINGE STILE CELLULAR PVC 44 REINFORCEMENT WOOD FOR LOCKS 20" LONG WOOD 45 BOTTOM RAIL CELLULAR PVC 46 POLYURETHANE FOAM BY NAN YA POLYURETHANE 47 CONTINUOUS LATCH &HINGE 5111E REINFORCEMENT WOOD 48 SNAP IN LITE L1TE FRAME ABS 49 GLAZING COMPOUND SILICONE 55 GLAZING SPACER ALUM. Florida Building Code Online3 Pagel of 2 t PERMIT # ca— FL=DA IN 11ARr1Y.ZM OP •-. ulationr p t n of SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats 6 Facts Publications FBC Staff SCIS Site Map Unks Search Busines'" Profirial a Product Approval e s s ®USER: Public User Regulation Product Approval Menu > Product or AppllcaUon Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL10674-R8 Revision 2010 Approved Owens Corning One Owens Corning Parkway Toledo, OH 43659 (740)404-7829 greg.keeler@owenscorning.com Greg Keeler greg.keeler@owenscorning.com Mel Sancrant 1 Owens Corning PKWY Toledo, OH 43659 (419)376-8360 mel.sancrant@owenscornig.com Roofing Asphalt Shingles Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Robert J.M. Nieminen PE -59166 UL LLC 09/26/2014 John W. Knezevich, PE Validation Checklist - Hardcopy Received FL10674 R8 COI Trinity ERD CI - Nleminen.pdf Standard Year ASTM D3161, Class F 2006 ASTM D3462 2007 ASTM D7158, Class H 2007 http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtBNbEY5V%2... 7/31/2013 QO TRINITY ERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Asphalt Shingles Compliance Statement: Owens Corning Asphalt Roof Shingles, as produced by Owens Corning, have demonstrated compliance with the following sections of the Florida Building Code and Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. I. STANDARDS: Section Property Standard Year 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2007 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161, Class F 2006 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158, Class H 2007 3. REFERENCES: Entity Examination Reference Date UL LLC (CER9626) Physicals & Wind Resistance File R2453, Vol. 3 02/15/2007 UL LLC (CER9626) Physicals & Wind Resistance 20120516-R2453 05/16/2012 UL LLC (TST9628) Physical Properties 06CA20263 04/18/2006 UL LLC (TST9628) Wind Resistance 11CA34308 02/18/2012 Miami-Dade (CER1592) FBC HVHZ Compliance 07-1116.12 02/14/2008 Miami-Dade (CER1592) FBC HVHZ Compliance 09-0915.12 12/16/2009 Miami-Dade (CER1592) FBC HVHZ Compliance 10-0817.09 10/27/2010 Miami-Dade (CER1592) FBC HVHZ Compliance 10-0817.10 10/27/2010 Miami-Dade (CER1592) FBC HVHZ Compliance 10-0817.08 10/27/2010 Miami-Dade (CER1592) FBC HVHZ Compliance 10-0817.07 10/27/2010 Miami-Dade (CER1592) FBC HVHZ Compliance 11-0411.03 06/16/2011 Miami-Dade (CER1592) FBC HVHZ Compliance 12-0309.01 07/19/2012 UL LLC (QUA9625) Quality Control Service Confirmation R2453 Exp. 09/26/2014 4. PRODUCT DESCRIPTION: 4.1 Asphalt Shingles: 4.1.1 Classic® and Supreme® are fiberglass reinforced, 3-tab asphalt roof shingles. 4.1.2 Berkshire® are fiberglass reinforced, 4-tab asphalt roof shingles. 4.1.3 Duration®, TruDefinition® Duration®, Duration® Premium Cool, TruDefinition® Duration® Designer Color Collection, TruDefinition® Oakridge®, Oakridge® and WeatherGuard® HP are fiberglass reinforced, laminated asphalt roof shingles. 4.2 Berkshire® Hip & Ridge Shingles, High Ridge, Hip & Ridge with Sealant, WeatherGuard® HP Hip & Ridge Shingles and ProEdge Hip & Ridge Shingles are fiberglass reinforced, hip and ridge asphalt roof shingles. 4.3 Starter Strip Plus and Starter Shingle Roll are starter strips for asphalt roof shingles. S. LIMITATIONS: 5.1 This Evaluation Report is not for use in the HVHZ. 5.2 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.3 Wind Classification: Exterior Research and Design, LLC. Evaluation Report 037940.02.12-R2 Certificate of Authorization #9503 FL10674-R8 Revision 2: 12/19/2012 Page 2 of 6 rTRINITY I ERD 5.3.1 All Owens Corning shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones up to Veld = 150 mph (Vit = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.3.2 All Owens Corning hip & ridge shingles and Starter Strip Plus noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F, indicating the shingles are acceptable for us in all wind zones up to Vasd = 150 mph (V„ it = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.3.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.3.4 Refer to Owens Corning published information on wind resistance and installation limitations. 5.4 All products in the roof assembly shall have quality assurance audit in accordance with the Florida Building Code and F.A.C. Rule 9N-3. 6. INSTALLATION: 6.1 Underlayment: 6.1.1 Underlayment shall be acceptable to Owens Corning and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 9N-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. 6.2 Asphalt Shingles: 6.2.1 Installation of asphalt shingles shall comply with the manufacturer's current published instructions, using minimum four (4) nails per shingle in accordance with FBC Sections 1507.2 or R905.2, with the following exceptions: > Berkshire® shingles require minimum five (5) nails per shingle. > WeatherGuardO HP shingles require minimum six (6) nails per shingle. > Starter Strip Plus requires minimum five (5) nails per strip. Refer to Owens Corning published information on wind resistance and installation limitations. 6.2.2 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.2.4 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are required. Contact the shingle manufacturer for details. 6.2.5 Minimum Nailing - Classic@ & Supreme: Normal Mansard or Area par* Wind Anes High Wind deavanea r Area pore viontos noms1ea Areas viontea Iuertes IAI rr = IB = i rr rr• 6' Exposure Exposlcldn Exterior Research and Design, LLC. Certificate of Authorization #9503 Normal Mansard or Area per* Wind Areas Nigh Wind desvenes v Area pare vionroo normal*# Areas vienros ruerres ��IN IAI r r r• r• s• IBI =' �' 5 6/B• Exposure Exposicidn Evaluation Report 037940.02.12-R2 FL10674-R8 Revision 2: 12/19/2012 Page 3 of 6 6.2.6 6.2.7 6.2.8 Minimum Nailing - Berkshire@: TTRINITYIERD Minimum Nailing - Duration@, TruDefinition@ Duration, Duration@ Premium Cool & TruDefinition® Duration® Designer Color Collection: 6 Nat £■abw snip Prtlltn U tbo G Wtsrbr Eoquoma 0-0 1-a4r 0-0 0 y 0 8 1• • utdryso wnr t•nWorpr•osr �rnr•oor trawP r AvMb fooling oommat r tarrnto N tKbob oAslto twW1� Minimum Nailing - Duration@, TruDefinition@ Duration, Duration@ Premium Cool & TruDefinition® Duration® Designer Color Collection: 6 Nat Donal: mwngln Prtlltn ,n,tnpi0•.ul41S. Eoquoma — oYusm�twuwr do 6Cava • • • utdryso wnr t•nWorpr•osr �rnr•oor trawP aunr� � oe■� nu mi n ion r twW1� ` 1.u. LE 1T tr %W Exposure !Lila 5K• 6p•sira S%pdp. do mposicbin Carrs Ph pulp. d• orp Wdd. Minimum Nailing - TruDefinition® Oakridge@, Oakridge@: 4 Nail Pattom Esquoma can 4 claws rr It— >r S 6/7 ExPOUr•sub 6 S/B' Expoww ExposlJard•6S/tpdg. Clams EWslJendo66/6pdg. 6 Nail PiCom Esquaoa can 6 claws r r 65A'Expouw Clams 561l"UP" Expotld6a d* 6 6/6 pdµ £rpotld6n dr 6 6/6 pdµ Exterior Research and Design, LLC. Evaluation Report 037940.02.12-R2 CertlRcate of Authorization #9503 FL10674-R8 Revision 2: 12/19/2012 Page 4 of 6 QOTRINITYIERD 6.2.9 Minimum Nailing - WeatherGuard@ HP: so Vb wee. Arond :�:• : :•: Pasrsr7rown%M,O IiIP fi1��rMr+d1P 6.3 Hip & Ridge Shingles: 6.3.1 Installation of Berkshire® Hip and Ridge Shingles, High Ridge, Hip & Ridge with Sealant, WeatherGuard® HP Hip and Ridge Shingles and ProEdge Hip & Ridge Shingles shall comply with the manufacturer's current published instructions, using four (4) nails per shingle. Refer to Owens Corning published information on wind resistance and installation limitations, including the use of hand -sealing for wind warranties. 6.3.2 6.3.3 6.3.4 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. Minimum Nailing - Berkshire@ Hip & Ridge and High Ridge: Fig. i a P,ovaYYnO o 0••Ogn Sleotlltw A ,Mds��� Nab A I I A Q A � •� I I I 1 I I I I I I I I � T T 1 �6posuo JI tt Minimum Nailing - Hip & Ridge with Sealant: em Fig. 2 - High Wind Fastening Pattern K Nails) rim Shingle nd Discard 2" 2" Excess 1•, 1" Sealant Strip T 12" 'Fastening 5IS/e" S"Exposure Distance 12" Fig. 2 10PVI9a Sleotlltw Nal• Nab r r� 10PL&nbW d �r •. vlao 1 I 1 1 �I JI VI I 1 I — Irl I 1 I � Exterior Research and Design, LLC. Evaluation Report 037940.02.12-R2 Certificate o/ Authorization #9503 FL10674-RS Revision 2: 12/19/2012 Page 5 of 6 6.3.5 Minimum Nailing - WeatherGuard@ HP Hip and Ridge: Fig. A q q Provalblp wnd �-DIYWbn \ \ A Malls q \ I 1 A I I I 1 I 1 I I I 1 1 I r Er�p Q r OTRINITYIERD Fig. C Hip & Ridge Shingle Fastening TopVbw Nilb IUIb 1— N • • s• Exposure +r 6.3.6 Minimum Nailing - ProEdge Hip & Ridge Shingles: Prevailing Wind Direction Seslant Strip 6' Exposure 7. LABELING: Fatten 71h' Cover Exposed Fasteners with Roof Cement Standard 11,_• Fastening Pattern ..{{ . *••II•� ~I•II••r 12 1 Sealant 71h• 6• Erpot t o 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R905.2.6.1. S. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 9N-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC- QUA9625 ; (414) 248-6409; karen.buchmannOul.com - END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report 037940.02.12-R2 Certificate of Authorization #9503 FL10674-R8 Revision 2: 12/19/2012 Page 6 of 6 MAR I 31014 1'Y� 13 Zv(+ uo IN z *- ;.Io I I V -Cut tp,, a- �UO kk � nom,,., `�.Q. �,�., � � � ►� �' � r NOV 2 0 2013 CITY OF SANFORD BUILDING & FIRE PREVENTION L _ PERMIT APPLICATION Application No: , t 8 63 Documented Construction Value: $ 1 Job Address: I lQe/ . S�11 QQHistoric District: Yes ❑ No ❑ Parcel ID: �— 3 —� 3 — �3oC� ^ ®coning: Description of Work: G['( kc(! 4ria- d' L -aft ADM - 01'x Plan Review Contact Person: Title: Phone: Fax: E-mail: Property Owner Information (� Name did iWe- /yi cG/ U ljhhA� Phone: Street: S 1/y j /'� -�'.� Resident of property? : VA2 City, State Zip: �G,, 3 / 1 Contractor Information C� Name L.C' . i/ le L("(1 L, -�nI a , Phone: ` 0 -7 7 Street:S3 6 �^-c 7 1 fti syZ Fax: City, State Zip: State License No.:�r �� Ove !uq Name: Street: City, St, Zip: Bonding Company: Address: Building Permit ❑ Square Footage: No. of Dwelling Units: Electrical ❑ New Service - No. of AMPS: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: PERMIT INFORMATION Construction Type: Flood Zone: No. of Stories: Plumbing ❑ New Construction - No. of Fixtures: Mechanical 13 (Duct layout required for new systems) Fire Sprinkler/Alarm ❑ No. of heads: Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed 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. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. 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 of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Print Contractor/Agent's Name da Signature of Notary -State of Florida Date JqV ottP I or to 01 flalde ate My Comm. Expires Jun 29.2017 COmmisslon / FF 00, 2 Contractor/Agent is Personally Known to Me or Produced ID Type of 1D Owner/Agent is Personally Known to Me or Produced I D Type of I D APPROVALS: ZONING: ENGINEERING: COMMENTS: Rev 11.08 UTILITIES: FIRE: WASTE WATER: BUILDING: LIMITED POWER OF ATTORNEY Date: 11 1191(-3 1 hereby name and appoint: <;-" t-f'j 7" w f-1lu an agent of: L- C. • 0� c..�l'�` c- L —4riC.- (Name of Company) to be my lawful attorney-in-fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for: Che specific permit and application for work ms located at: t< -O 5- tAJ /--7 (Street Addresr ) Expiration Date for This Limited Power of Attomey: License Holder Name: Oda Le /3� /a - / -13 State License Number: ��C> oo Signatw-e of License; Holder: STATE OF FLORIDA , COUNTY OF The foregoing instrument was acknowledged before me this 1 5day of /Vu LJ 200_ by_ _ who is o e a y M to me or o who has produced _ as identification and who did (did not) take (Notary Seal) RAIL 1. MOW LIZ.,., Monty Pu0* • sm of ftmmm � My co. Egon i is. toll► COmmb>floe I ii 0030" (Ro, 3/27/07) Signature Print or type name r Notary Public -State of Commission No. () 0 n2z My Commission Expires: ��- 3 SCPA Parcel View: 35-19-30-513-0300-0080 t�I % I Jdpv,900ei, CMA Property Record Card SPR®PES s II Parcel: 35-19-30-513-0300-0080 APPRAISER Owner: MC GILL NADINE se nivOLE COVNW. F•OMDA Property Address: 1505 W 17TH ST SANFORD, FL 32771 < Back < Previous Parcel Next Parcel > Save Laves Reset Lavout New Search Parcel: 35.19.30.513.0300.0080 I Value Summary Property Address: 1 S05 W 17TH ST Owner: MC GILL NADINE Mailing: 1 505 W 17TH ST SANFORD, FL 32771 - 3229 Subdivision Name: PINE LEVEL Tax District: Sl-SANFORD Exemptions: 00 -HOMESTEAD (1994) DOR Use Code: 0) -SINGLE FAMILY �'y;: rlJ;l- <:�► " ' r - NVJ17TH ST i 1L,", - ---, i' -41 --- 1-1 10; :b 101 10 . --- - - ------ - - -- W 18TH ST Map Aerial Both Footprint f + r r Extents Center Larger Map Advanced Map I I Dual Map View - External Legal Description LEG LOT 8 BLK 3 PINE LEVEL PB 6 PG 36 Tax Details Page 1 of 2 Tax Amount without SOH: 5311 2013 Tax Bill Amount S20£ Tax Estimator Save Our Homes Savings: 510: Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority 2014 Working 2013 Certified Taxable Value Values Values Valuation Cost/Market Cost/Marke Method $25,000 510,79! Number of S35,795 525,000 Buildings 1 535,795 Depreciated S30,353 531,74' Bldg Value s2s'0001 S10,79! Depreciated 5320 S32( EXFT Value Land Value $8,185 $8,18' (Market) Land Value Ag Just/Market 538,858 S40,24( Value •• Portability Adj Save Our Homes 53,063 S5,04! Adj Amendment 1 Adj Assessed Valuel $35,795 S35,19; Tax Amount without SOH: 5311 2013 Tax Bill Amount S20£ Tax Estimator Save Our Homes Savings: 510: Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 535,795 525,000 $10,79! Schools $35,795 $25,000 510,79! City Sanford S35,795 525,000 510,79! SJWM(Saint Johns Water Management) 535,795 525,000 510,79! County Bondsi S3S,795 s2s'0001 S10,79! Sales Deed I Date I Book I Page I Amount I Vac/Imp I Qualified WARRANTY DEED 05/19811 013361 0313 $1001 Improvedl Nc Land http://www.scpafl.org/Parcel Details.aspx?Pl D=35-19-30-513-0300-0080 11/20/2013 SCPA Parcel View: 35-19-30-513-0300-0080 Page 2 of 2 < Back < Previous Parcel Next Parcel > Save Layout Reset Layout New Search http://www.scpafl.org/Parcel Details.aspx?PI D=35-19-30-513-0300-0080 11/20/2013 Method I Frontage I Depth I Units I Unit Price I Land Value FRONT FOOT & DEPTHI 491 133 .0001 174.001 S8,18! Building Information # Description Year Built Actual /Effective Fixtures Base Area Total SF Living SF Ext Wall Adj Value Repl Value Appendages 1 SINGLE FAMILY 1950 6 1,375.00 1,473.00 1,473.00 WD/STUCCO FINISH S30,353 S57,81S , Description Area BASE 98 Permits Permit # Type Agency Amount CO Date Permit Date 01863 Addition - Residential Sanford $8,000 07/17/201= 00579 Addition - Residential Sanford 5800 12/01 /1991 Extra Features Description Year Bit Units Value Cost New FIREPLACE1 19501 11 S320 S80( < Back < Previous Parcel Next Parcel > Save Layout Reset Layout New Search http://www.scpafl.org/Parcel Details.aspx?PI D=35-19-30-513-0300-0080 11/20/2013 T - Estimate L. DATE ESTIMATE # C11/8/2013 1092 ELECTRIC, INC. T.L.C. ELECTRIC, INC. Y'j 5360 McINTOSH PT. #102 , SANFORD, FLORIDA 32773%1- 407-323-6958 NAME/ADDRESS Nadine Quinn 1505 W. 17th St. Sanford, FL 32771 PROJECT Quinn, Nadine DESCRIPTION QTY COST TOTAL Truck and trip charge. Replace and relocate interior Federal Pacific panel with new Cutler Hammer panel. 1 1 60.00 840.00 60.00 840.00 Labor rate for two man crew per hour to retrofit existing wiring on walls be removed. 2 90.00 180.00 Add single pole Toggle switch(es). Add paddle fan/light outlet (prewire only, switches not included). Add wall or ceiling light outlet on exterior of house. Labor to install interior or exterior pendent or wall lights. (per light) Add outlet on circuit requiring 15 amps. City of Sanford Permit Fee. 3 2 1 1 5 1 45.00 60.00 50.00 40.00 35.00 150.00 135.00 120.00 50.00 40.00 175.00 150.00 WE APPRECIATE THE OPPORTUNITY TO DO BUSINESS WITH YOU! THANK YOU! TOTAL x1,750.00 Revision ❑ City of Sanford Response to Comments ❑I - Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 SEP 1$1013 Permit # 13y: _ Submittal Date C1�U �3 Project Address: 15 5- Contact: Ph: `M- 321- M5 -t) Email: Trades encompassed in revision: ❑ Building ❑ Plumbing ❑ Electrical ❑ Mechanical ❑ Life Safety ❑ Waste Water E Building Fax: VA 6 N General description of revision: ROUTING INFORMATION Approvals Department ❑ Utilities ❑ Waste Water ❑ Planning ❑ Engineering ❑ Fire Prevention E Building Fax: VA 6 N General description of revision: ROUTING INFORMATION Approvals American. Builders Supply 1801 7th St. S.W. Winter Haven, FL 33880 AmERiCA.s Phone: (863) 294-0611 Fax: (863) 293-1561 BUIIJ)LRC SUPPLY i_`rrc}nmor Infnrmntinn• Engineering Cover Sheet .Inh Infnrmatinn- Quote p B1303270 Order# 726320 Printed: 09/17/13 OFFICE PERMIT # _/.?� /,r4 Randall A. Byrd (Truss Design Engineer - Florida PE License # 23451) Randall A. Byrd 2325 Jason St., Merritt Island, FL 32952 The truss drawings) referenced above have been prepared under my direct supervision based on the parameters provided by: American Builders Supply. With my seal affixed to this sheet. I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G1S31.003, section 5 of the Florida Board of Professional Engineers Rules. UNLESS NOTED ABOVE, THERE IS NO STRUCTURAL ENGINEER OF RECORD AT THE TIME THESE DRAWINGS WERE SEALED NOTE: The seal on these drawings indicate acceptance of professional engineering responsibilty solely for the truss components shown. The suitability and use of the component for any particular building Is the responsibility of the building designer, per ANSI/TPI-2002 Sec.2. Page 1 of 1 Model: Match -up Cash Customer Job Name: Handyman Jim Address: Lot/BIWSub: - Phone: Fax: Address: 1505 W. 17th Street City, State, Zip: Sanford, FL General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2010/TPI2007 Design Program: 7.35 Sep 27 2012 Roof Load: Shingles Wind Code: MWFRS(Envelope) C -C hybrid Wind ASCE 7-10 Wind Speed: 139 mph Engineer or Professional of Record: NO EOR AT THE TIME OF SEALINGThis package includes 2 individual, dated Truss Design Drawings. No. Dale Truss IDN Seal#! SEP IS 2013 001 09/1712013 A01 A0071556 002 09/17/2013 A02 A0071557 OFFICE PERMIT # _/.?� /,r4 Randall A. Byrd (Truss Design Engineer - Florida PE License # 23451) Randall A. Byrd 2325 Jason St., Merritt Island, FL 32952 The truss drawings) referenced above have been prepared under my direct supervision based on the parameters provided by: American Builders Supply. With my seal affixed to this sheet. I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G1S31.003, section 5 of the Florida Board of Professional Engineers Rules. UNLESS NOTED ABOVE, THERE IS NO STRUCTURAL ENGINEER OF RECORD AT THE TIME THESE DRAWINGS WERE SEALED NOTE: The seal on these drawings indicate acceptance of professional engineering responsibilty solely for the truss components shown. The suitability and use of the component for any particular building Is the responsibility of the building designer, per ANSI/TPI-2002 Sec.2. Page 1 of 1 Job Iniss Truss Type ly Ply in poc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase D%9 No 001 726320 A01 FINK 3 t 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.55 Vert(TL) Job Reference (optional) American Subdem Supply Run, 7 04 = 0.N7tk Indusvie3. 6K. Tue p 17 Scale =1:40.9 30 = 30 = 30 = 3x4 = 30 = i LOADING (psf)SPACING 794/0-8-0 (min. 0-1-8) 2.0-0 CSI DEFL in poc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.32 Vert(LL) 0.14 8-10 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.55 Vert(TL) -0.31 8-10 >863 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.21 Horz(fL) 0.06 6 n/a n/a BCDL 10.0 Code FBC2010frPi2007 (Matrix -M) Weight: 92 Ib FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-5-11 oc bracing. FV -'Tek recommends that Stabilizers and required cross bracing be Installed during truss erection in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 2 = 794/0-8-0 (min. 0-1-8) 6 = 794/0-8-0 (min. 0-1-8) Max Horz 2 = 73(LC 12) Max Uplift 2 = -324(LC 8) 6 = -324(LC 9) Max Grav 2 = 925(LC 2) 6 = 925(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1967!737, 3-4=-1841!704,4-5=-1841/704,5.6=-1967/737 BOT CHORD 2-10=-612/1839,9-10=390/1296, 8-9=-390/1296,6-8=-621/1843 WEBS 3-10=-294/228,4-10=-176/573,4-8=-175/573, 5-8=294/228 NOTES (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=139mph (3 -second gust) Vasd=108mph; TCDL=4.2psf, BCDL=6.Opsf; h=25ft; Cat. II; Exp B; End., GCpi=0.18; MWFRS (envelope) automatic zone and C -C Exterior(2) zone: cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces b MWFRS for reactions shown; 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-" wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 324 Ib uplift at joint 2 and 324 Ib uplift at joint 6. 6) *Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 7) Segn:AO071556,Date:09/17/2013 LOAD CASE(S) Standard Job Truss I rus5 I ype y y LOADING (psf) D%g No 002 726320 A02 GABLE 1 1 in (loc) I/deb Ud PLATES GRIP Job Reference (optional) Amencan twwars buppry rwn: r Sou s be Zi Zou rune r.3oo a bep zr eulz m rex tneusvtea, etc tue xp i r i4:zr:4r Zola rase i ID:AE ekU)K oticD2lggYhSeyhlUspgaKB6qHe7daRXmnMwKBHBGOiHZ_R2HWDU9540yg70 -2-0-0 110.2 22.0-4 24.0.4 2�0 112 11.0.2 2 0 0 Scale =1:42.3 4x4 = 3x4 = 21 20 19 18 17 16 15 14 3x4 = 3x4 = 22-0-4 22.x4 3jA Plate Offsets (X,Y): 12:0-0-12,0-2-01, [2:0-2-5,0-2-12),112:0-0-12,0-2-01, [12:0-2-5,0-2-121 LOADING (psf) SPACING 2-" CSI DEFL in (loc) I/deb Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.25 Vert(LL) -0.02 13 n/r 180 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.17 Vert(TL) -0.01 13 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 12 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix) Weight: 94 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. 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 All bearings 22.0.4. (lb) - Max Horz 2= 67(LC 12) Max Uplift All uplift 100 Ib or less at joint(s) 17, 19, 20, 21, 16, 15 except 2=-169(LC 8), 14=102(LC 13), 12=-175(LC 9) Max Grav All reactions 250 Ib or less at joint(s) 17, 19, 20, 16, 15 except 2=276(LC 27), 21=327(LC 27), 14=327(LC 28), 12=276(LC 28) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-21=-252/175, 10-14=-252/175 NOTES (12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=139mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cat II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) automatic zone and C -C Exterior(2) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-0-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 19, 20, 21, 16, 15 except Qt=1b) 2=169.14=102, 12=175. 10) 'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 11) No notches allowed in overhang and 20000 from left end and 20000 from right end or 12' along rake from scarf, whichever is larger. Minimum 1.5x4 tie plates required at 2-0-0 o.c. maximum between the stacking chords. For edge -wise notching , provide at least one tie plate between each notch. 12) Segn:AO071557,Date:09/17/2013 LOAD CASE(S) Standard ��•��V p,LL ;'�.,, 3451 OF Wim', 7A%ts rwan ran Roam in um � MW on anno im Kmo • 2w So 1MIM • ad Ia lv • a, M ,L v � �- 77 J TRS EW DEWL RANDALL BYRD, P.E. 2325 Jason Street Merritt Island, FL 32952 23451 FL License Number General Notes • Omirrmf. rr.nmrwlaelMtrrwrn mr.ul • afpdf.d Mlmt a.rm,.W.rwnOrylm noM • Tlwrm•l'flr a.M•rblW mrl,.p.anM,lmr .W.Ibddn am A61. me. • AtryDwr Ont r.two r.M.d.mlM pdMCIMn.rM ' p.«Lr+10rr.nT Nrc...rm..m1 oplow rrF. tlr.flbll.dfl..• 11�1/16t, b. /.f Frdd.fn rr f.M «bT 'T dcp.onm 7CoM1 aim."«i,. M- afq r.aldy dl.o. rsl w rmrrd d10•� /r b ••/II•.Ib10.F.crac.drn FrFf rmwo.o.n Mrn. t -z tc.d.c.ry.f.em,bbf.�.I.D•grbdl.. mmrf. TI. Zu/f..r r R.ssf aaw b /ycp m r.•ys.IW mr bdrJ,nrb /.f.I.n«d MKb�.bi•rdw grrn.r.r ..6.te llMlrww4mmr Mfrmw a 0. w« .r.nit.c,mw Tb tDIP fftodno to f.ld.f.nl.m "a 0. mM br�A�cblsLn. a.lo. r rr0f M.crmf. rjtA.,.n df.Ol....FdD.d bdm}.m01ddr1c�.r.L..dmr b!w«N rrp.nO,Irwlrr IL.n rb �w.TMM4 ' drl,l•rm df210.1Y «tY m�rfY� d.rr. b a.Yllw OM m.I"W" not In P'"M w,o nrUr•f•Fl••bdc•r ADt. b� M«n•. mwh.dmo.csldcld f«.IM mf p of a Y, . R.� .butY•1 nyf rf b arlm�b Or aw r b.d«d.K id m0`r..n.fl...0 a•rOb ndl.w.Yhrwldm M•r•!d M.Dr.d«dr..dmrp.q r*.—Mm�.Folnm pindlcmL Ndccml.o f.,dndn, fi.•r, n,tln r lrymwmwy r.w...01. ■wd o b f.t.f I.Inlrbl r b lc,rl f.b.ibd N b OKW.n�I..f. TRUSS PLACEMENT DIAGRAM ONLY • Tr.Mv"I.r•rw.br.y..uuwl Iood..r draw of •w++ w r m w rr m enlroo.of w en.w.4.V�rarrwy. n.dw rnTYI.I. fo...r.dlp irlMmbflflO..rf.11rr1f17 rbdrl' r b mr.rr rwr w rw m � rn.mw« Hangers 0 1 HUS20 0 HUSC42 0 HUSn 0 HUSC41D 0 HHUS20.2 0 THA4= 0 HGUS2W 0 THM20 0 HHUS294 0 THJA26 0 HcuS2" 0 LUS20 0 HGUS210-3 0 "Musa 0 T11A=-2 0 HGUSAI spockop Conlnabn OUl Is Bearing Elevations O ® 0•-0- Br9 HDlghl 0•-0- erg HOIght ® 0'-0- erg HNghl 0•-0- Brg H01ght ® 0•-0- Brg H01ghl AmmcAN BUILDERS SUPPLY Loading & Design Criteria Fmr I dr cur IFINC2007RF000! Tic Ur Lrr • • M..n TIC D..d Lod wc Lh. LMd d • ! d ne DW Lod d 7s n 0] 0 M Cie T.ar L..d a n—D.r/.dw' Dl..e.n Frdr. tA. to O Fol 9. m 0hclw.d Hand Man Jim FAM 1505 W. 17th Street, Sanford Addition to match existing roof fin HTS 9117113 Existing to Remain FAM 726320 A01 A01 A01 A02 rwan ran Roam in um � MW on anno im Kmo • 2w So 1MIM • ad Ia lv • a, M ,L v � �- 77 J TRS EW DEWL RANDALL BYRD, P.E. 2325 Jason Street Merritt Island, FL 32952 23451 FL License Number General Notes • Omirrmf. rr.nmrwlaelMtrrwrn mr.ul • afpdf.d Mlmt a.rm,.W.rwnOrylm noM • Tlwrm•l'flr a.M•rblW mrl,.p.anM,lmr .W.Ibddn am A61. me. • AtryDwr Ont r.two r.M.d.mlM pdMCIMn.rM ' p.«Lr+10rr.nT Nrc...rm..m1 oplow rrF. tlr.flbll.dfl..• 11�1/16t, b. /.f Frdd.fn rr f.M «bT 'T dcp.onm 7CoM1 aim."«i,. M- afq r.aldy dl.o. rsl w rmrrd d10•� /r b ••/II•.Ib10.F.crac.drn FrFf rmwo.o.n Mrn. t -z tc.d.c.ry.f.em,bbf.�.I.D•grbdl.. mmrf. TI. Zu/f..r r R.ssf aaw b /ycp m r.•ys.IW mr bdrJ,nrb /.f.I.n«d MKb�.bi•rdw grrn.r.r ..6.te llMlrww4mmr Mfrmw a 0. w« .r.nit.c,mw Tb tDIP fftodno to f.ld.f.nl.m "a 0. mM br�A�cblsLn. a.lo. r rr0f M.crmf. rjtA.,.n df.Ol....FdD.d bdm}.m01ddr1c�.r.L..dmr b!w«N rrp.nO,Irwlrr IL.n rb �w.TMM4 ' drl,l•rm df210.1Y «tY m�rfY� d.rr. b a.Yllw OM m.I"W" not In P'"M w,o nrUr•f•Fl••bdc•r ADt. b� M«n•. mwh.dmo.csldcld f«.IM mf p of a Y, . R.� .butY•1 nyf rf b arlm�b Or aw r b.d«d.K id m0`r..n.fl...0 a•rOb ndl.w.Yhrwldm M•r•!d M.Dr.d«dr..dmrp.q r*.—Mm�.Folnm pindlcmL Ndccml.o f.,dndn, fi.•r, n,tln r lrymwmwy r.w...01. ■wd o b f.t.f I.Inlrbl r b lc,rl f.b.ibd N b OKW.n�I..f. TRUSS PLACEMENT DIAGRAM ONLY • Tr.Mv"I.r•rw.br.y..uuwl Iood..r draw of •w++ w r m w rr m enlroo.of w en.w.4.V�rarrwy. n.dw rnTYI.I. fo...r.dlp irlMmbflflO..rf.11rr1f17 rbdrl' r b mr.rr rwr w rw m � rn.mw« Hangers 0 1 HUS20 0 HUSC42 0 HUSn 0 HUSC41D 0 HHUS20.2 0 THA4= 0 HGUS2W 0 THM20 0 HHUS294 0 THJA26 0 HcuS2" 0 LUS20 0 HGUS210-3 0 "Musa 0 T11A=-2 0 HGUSAI spockop Conlnabn OUl Is Bearing Elevations O ® 0•-0- Br9 HDlghl 0•-0- erg HOIght ® 0'-0- erg HNghl 0•-0- Brg H01ght ® 0•-0- Brg H01ghl AmmcAN BUILDERS SUPPLY Loading & Design Criteria Fmr I dr cur IFINC2007RF000! Tic Ur Lrr • • M..n TIC D..d Lod wc Lh. LMd d • ! d ne DW Lod d 7s n 0] 0 M Cie T.ar L..d a n—D.r/.dw' Dl..e.n Frdr. tA. to O Fol 9. m 0hclw.d Hand Man Jim FAM 1505 W. 17th Street, Sanford Addition to match existing roof fin HTS 9117113 FAM 726320