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Home My WebLink About3912 Crawley Down Lp 17-2736- COMMUNITY CLUB HOUSEe01 CITY OF SANFORD BUILDING & FIRE PREVENTION y PERMIT APPLICATION Application No: / _ _'ql -7 __42 b Documented Construction Value: S $17 2.00 / Zt Job Address: 3912 CRAWLEY DOWN LOOP, SANFORD, FL 32773 Historic District: Yes No X Parcel ID: Residential Commercial X Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work: CONSTRUCT 1-24' x 60' COMMUNITY CLUBHOUSE FACILITY WITH MEN'S & WOMEN'S RESTROOMS, COVERED PORCH, MECHANICAL & STORAGE ROOM, COMMON AREA & ENTRY WITH TRUSSED SHINGLE ROOF ON ALL Plan Review.Contact Person: BRUCE E. CURRY I p Title: PROJECT COORDINATOR Phone: 407-369.2289 Fax: Email: Bruce@LuxuryPoolBrokers.colm Property Owner Information Name BRISSON WEST PROJECT 1, LLC Street: 8534 YANKEE STREET, SUITE. 213 City, State Zip: DAYTON, OH 46458 Phone: 513-200-0523 (DOUG PRODOEHL) Resident of property? : NO Contractor Information Name GC CONTRACTOR SERVICES, LLC Phone: 407-369-2289 Street: 1619 RIDGEWOOD AVE. City, State Zip: HOLLY HILL, FL 32117 Fax: State License No.: CGC1510220 / CCC1328275 Arch itectlEngineer Information Name: T.S. CHEHAL — LICENSED PROFESSIONAL ENGINEER Phone: Street: 531 SO. STATE ROAD 434, Fax: City, St, Zip: ALTAMONTE SPRINGS, FL 32714 Bonding Company: N/A 407-521-6557 E-mail: RAJ7065 AOL.COM Mortgage Lender: N/A Address: ----- ------- ------------ --- Address: 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. 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. FBC 105.3 Shall be Inscribed with the date or a plication and the code In effect as or that date: 5ei Edition (2014) Florida Building rode Revised: June 30, 2015 U ( S Permit Application i R 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 at the time of permit submittal..A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. 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. Signature of Owner/Agent Print OwnedAgent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID ignature of Contractor/Ageae Date GLENN J. CANFIELD Print Contractor/Agent's Name Signature f Notary-Sta e of FI KATNI L. COBS Notary Publie • State of Florida Commission A 60 M02 My Comm. Expires Jon 12, 2021 n5•`' Bonded through National NMNV Assn. Contractor/Agent is X e o a Pfed,aeed ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building[]", Electrical Q' Mechanical Q Plumbing0'- Gas Roof Construction Type: Occupancy Use: _3 Flood Zone: f Y Total Sq Ft of Bldg: / ee O Ate. Occupancy Load: # of Stories: dk/Cr New Construction: Electric. - # of Amps 6'?Cr0 Pluwnbing - # of Fixtures Fire Sprinkler Permit: Yes No Q' # of Heads Fire Alai -in Pennit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: WASTE WATER: FIRE: BUILDING: Revised: June 30, 2015 Permit Application 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 at the time of permit submittal A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value well be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. 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. r. 81211 1;- Vof Owner/Agent ' I Date Signature of Contractor/Agent Date GLENN J. CANFIELD Print Owner/Agent's Natne Print Contractor/Agent's Name i ate LORI L MnELROY, Notary) Public In and for the State of Ohio WgjWnhslotn67rpitu I&W21 Signature of Notary -State of Florida Date Contractor.' Agent is _ X Personally Known to Me or BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Ilse: Min. Occupancy Load: New Construction: Electric - # of Anips Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES: WASTE WATER: FIRE: BUILDING: Revisal: June 30. 2015 Pennil Application Important. vomts The BVD is not intended to apply to alterations or repairs to existing buildings. Because the scope of alterations or repairs to an existing building varies so greatly, the Square Foot Construction Costs table does not reflect accurate values for that purpose. However, the Square Foot Construction Costs table can be used to determine the cost of an addition that is basically a stand-alone building which happens to be attached to an existing building. In the case of such additions, the only alterations to the existing building would involve the attachment of the addition to the existing building and the openings between the addition and the existing building. For purposes of establishing the Permit Fee Multiplier, the estimated total annual construction value for a given time period (1 year) is the sum of each building's value (Gross Area x Square Foot Construction Cost) for that time period (e.g., 1 year). The Square Foot Construction Cost does not include the price of the land on which the building is built. The Square Foot Construction Cost takes into account everything from foundation work to the roof structure and coverings but does not include the price of the land. The cost of the land does not affect the cost of related code enforcement activities and is not included in the Square Foot Construction Cost. Square Foot Construction Costs o, b, Group (2p15 International Building Code) IA IB IIA 1113 IIIA IIIB IV VA VB A-1 Assembly, theaters, with stage 233.95 225.89 220.42 211.39 198.92 193.15 204.70 181.63 174.97 A-1 Assembly, theaters, without stage 214.40 206.35 200.88 191.84 179.53 173.76 185.16 162.23 155.58 A-2 Assembly, nightclubs 182.86 177.56 173.06 166.05 156.54 1 152.22 160.22 141.73 136.94 A-2 Assembly, restaurants, bars, banquet halls 181.86 176.56 171.06 165.05 154.54 151.22 159.22 139.73 135.94 A-3 Assembly, churches 216.47 208.41 202.95 193.91 181.79 176.02 187.23 164.50 157.85 A-3 Assembly, general, community halls, libraries, museums 180.57 172.51 166.04 158.00 144.89 140.11 151.32 127.59 121.94 A-4 Assembly, arenas 213.40 205.35 198.88 190.84 177.53 172.76 184.16 160.23 154.58 B Business 186.69 179.79 173.86 165.19 150.70 145.02 158.70 132.31 126.48 E Educational 197.52 190.73 1 185.77 177.32 165.32 156.97 171.23 144.30 140.26 F-1 Factory and industrial, moderate hazard 111.86 106.71 100.58 96.68 86.77 82.81 92.61 72.75 68.09 F-2 Factory and industrial, low hazard 110.86 105.71 100.58 95.68 86.77 81.81 91.61 72.75 67.09 H-1 High Hazard, explosives 104.68 99.53 94.40 89.50 80.80 75.84 85.43 66.78 N.P. H234 High Hazard 104.68 99.53 94.40 89.50 80.80 75.84 85.43 66.78 61.12 H-5 HPM 186.69 179.79 173.86 165.19 150.70 145.02 158.70 132.31 126.48 1-1 Institutional, supervised environment 187.63 181.26 176.01 168.60 155.33 151.11 168.69 139.15 134.82 1-2 Institutional, hospitals 314.17 307.27 301.34 292.67 277.18 N.P. 286.18 258.79 N.P. 1-2 Institutional, nursing homes 217.67 210.77 204.84 196.17 182.68 N.P. 189.68 164.29 N.P. 1-3 Institutional, restrained 212.42 205.52 199.59 190.92 177.93 171.25 184.43 159.54 151.71 1-4 Institutional, day care facilities 187.63 181.26 176.01 168.60 155.33 151.11 168.69 139.15 134.82 M Mercantile 136.25 130.95 125.45 119.44 109.43 106.11 113.60 94.63 90.83 R-1 Residential, hotels 189.35 182.99 177.74 170.33 156.80 152.58 170.42 140.62 136.29 R-2 Residential, multiple family 158.84 152.48 147.23 139.81 127.05 122.83 139.91 110.87 106.54 R-3 Residential, one- and two-family ° 148.17 144.14 140.42 136.90 131.89 128.41 134.60 123.40 116.15 R-4 Residential, care/assisted living facilities 187.63 181.26 176.01 168.60 155.33 151.11 168.69 139.15 134.82 S-1 Storage, moderate hazard 103.68 98.53 92.40 88.50 78.80 74.84 84.43 64.78 60.12 S-2 Storage, low hazard 102.68 97.53 92.40 87.50 78.80 73.84 83.43 64.78 59.12 U Utility, miscellaneous 80.38 75.90 71.16 1 67.61 1 60.99 57.00 64.60 48.23 45.92 a. Private Garages use Utility, miscellaneous b. For shell only buildings deduct 20 percent c. N.P. = not permitted d. Unfinished basements (Group R-3) = $21.00 per sq. ft. CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 7 Documented Construction Value: $ $172,042.00 Job Address: 3912 CRAWLEY DOWN LOOP, SANFORD, FL 32773 Parcel ID: Historic District: Yes No Q Residential Commercial X Type of Work: New El Addition Alteration Repair Demo Change of Use Move Description of Work:. CONSTRUCT 1-24' x 60' COMMUNITY CLUBHOUSE FACILITY WITH MEN'S & WOMEN'S RESTROOMS, COVERED PORCH, MECHANICAL & STORAGE ROOM, COMMON AREA & ENTRY WITH TRUSSED SHINGLE ROOF ON ALL Plan Review.Contact Person: BRUCE E. CURRY Phone: 407-369-2289 Fax: Title: PROJECT COORD114ATOR Email: Bruce@LuxuryPoolBrokers.colm Property Owner Information Name BRISSON WEST PROJECT 1, LLC Phone: 613-200-0523 (DOUG PRODOEHL) Street: 8534 YANKEE STREET, SUITE. 2B City, State Zip: DAYTON, OH 45458 Resident of property? : NO Contractor Information Name GC CONTRACTOR SERVICES, LLC Street: 1619 RIDGEWOOD AVE. City, State Zip: HOLLY HILL, FL 32117 EVAi3 3 hI Phone: 407-369-2289 Fax: State License No.: CGC1510220 / CCC1328275 Arch itectlEn g i neer Information Name: T.S. CHEHAL — LICENSED PROFESSIONAL ENGINEER Street: 631 SO. STATE ROAD 434, City, St, Zip: ALTAMONTE SPRINGS, FL 32714 Bonding Company: NIA Address: ---- ----------------- Phone: 407-521-5557 Fax: E-mail: RAJ7065 a AOL.COM Mortgage Lender: NIA Address: -------------------------- 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. Application is hereby made to obtain a pemlit 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. FBC 105.3 Shall be Inscribed with the date or application and the code in effect as or that date: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 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. i 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 at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. 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. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally known to Me or Produced ID Type of ID ignature of Contfactor/Agee Date GLENN J. CANFIELD Print Contractor/Agent's Name 7 5ai7 Signature f Notary-Sta a of FI P ,,, 1un11 L. C0ee ap ` Notary Public - Stab o1 Florida Commission # GO 062132 My Comm. Expires an 12.2021 Bonded through National Notary Assn. Contractor/Agent is X e o a BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes No Flood Zone: of Stories: Plumbing - # of Fixtures. of Heads Fire Alai -in Permit: Yes No APPROVALS: ZONING: UTILITIES: ENGINEERING: FIRE: WASTE WATER: BUILDING: COMMENTS: 0 10 (06+ry 4 N 1 )( ( 00 1 0'1y e- C1 i P\ wkmum Z5. 04 as se 64--c 24acts as sh©wn . Revised: June 30, 2015 Permit Application 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 at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value trill be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. 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. kA r: 81211+ W.g,.Iu,ler/Agent Date Signature of Contractor/Agent Date I- 0a-11 C, .GLENN J. CANFIELD Print Owner/Agent's Name Print Contractor/Agent's Name LORI L MCELROY, Notary Public In and for the State of Ohio WgjWn&itn gafeW21 Signature of Notary -State of Florida Date Contractor! %Agent is X Personally Known to Nfe or BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sp>tinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING:. COMMENTS: Revisal: June 30. 2015 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 7 'b Documented Construction Value: S $172,042.00 Job Address: 3912 CRAWLEY DOWN LOOP, SANFORD, FL 32773 Historic District: Yes :No 0 Parcel ID: Residential Commercial X Type of Work: New X Addition Alteration Repair Demo Change of Use Move Description of Work: CONSTRUCT 1-24' x 60' COMMUNITY CLUBHOUSE FACILITY WITH MEN'S & WOMEN'S RESTROOMS, COVERED PORCH, MECHANICAL & STORAGE ROOM, COMMON AREA & ENTRY WITH TRUSSED SHINGLE ROOF ON ALL Plan Review.Contact Person: BRUCE E. CURRY Title: PROJECT COORD114ATOR Phone: 407-369-2289 Fax: Email: Bruce@LuxuryPoolBrokers.colm Property Owner Information Name BRISSON WEST PROJECT 1, LLC Street: 8634 YANKEE STREET, SUITE. 213 City, State Zip: DAYTON, OH 45458 Phone: 613-200-0523 (DOUG PRODOEHL) Resident of property? : NO Contractor Information p Naive GC CONTRACTOR SERVICES, LLC Street: 1519 RIDGEWOOD AVE. City, State Zip: HOLLY HILL, FL 32117 Phone: 407-369-22139 _ nn Fax: State License No.: CGC1510220 / CCC1328275 Arch itectlEngineer Information Name: T.S. CHEHAL — LICENSED PROFESSIONAL ENGINEER Street: 531 SO. STATE ROAD 434, City, St, Zip: ALTAMONTE SPRINGS, FL 32714 Bonding Company: N/A Phone: 407-621-5557 Fax: E-mail: RAJ706WOL.COM Mortgage Lender: N/A Address: -------------------------- Address: 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. 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. FBC 105.3 Shall be Inscribed with the date of application and the code In effect as of that date: 5u' Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 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 at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. 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. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally known to Me or Produced ID Type of ID ignature of Con1factor/Agete Date GLENN J. CANFIELD Print Contractor/Agent's Name Signature f Notary-Sta a of Fl a e Y P.,,, KATNI L. COBB Notary Public - State of Florida Commission # GO 062t32 My Comm. Expires An 12. 2021 Bonded through National Notary Assn. Contractor/ Agent is X—Te7b aatPfedueed ID —'ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES: Z15 WASTE WATER: FIRE: BUILDING: Revised: June 30, 2015 Permit Application 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 at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value aril] be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. 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. q-9-1-1 re of Owner/Agent I Date signature of Contractor/Agent Date 1 U_i c C •%5 . . Print Owner/Agent's Name GLENN J. CANFIELD Print Contractor/Agent's Natne Signature of Notary -State of Florida Date LORI L MaRIROY, Notary Publlc In and for the State of Ohio gOb{t}tn ssbamfexpitR lak?p2021 Contractor./Agent is X Personally Known to Me or of BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES. .WASTE WATER: FIRE: BUILDING: Revisal: June 30. 2015 Pennit Application T 2:r( CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: / - 9-7v Documented Construction Value: S $172,042.00 Job Address: 3912 CRAWLEY DOWN LOOP, SANFORD, FL 32773 Parcel ID: Historic District: Yes :No 0 Residential Commercial X Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work: CONSTRUCT 1-24' x 60' COMMUNITY CLUBHOUSE FACILITY WITH MEN'S & WOMEN'S RESTROOMS,. COVERED PORCH, MECHANICAL & STORAGE ROOM, COMMON AREA & ENTRY WITH TRUSSED SHINGLE ROOF ON ALL Plan Review.Contact Person: BRUCE E. CURRY D ; F_ Title: PROJECT COORDINATOR ut7 Phone: 407-369-2289 Fax: Email: Bruce@LuxuryPooll3rokers.com Property Owner Information Name BRISSON WEST PROJECT 1, LLC Street: 8534 YANKEE STREET, SUITE. 213 City, State Zip: DAYTON, OH 45458 Phone: 513-200-0523 (DOUG PRODOEHL) Resident of property? : NO Contractor Information Name GC CONTRACTOR SERVICES, LLC Phone: 407-369-2289 Street: 1519 RIDGEWOOD AVE. City, State Zip: HOLLY HILL, FL 32117 Fax: State License No.: CGC1510220 / CCC1328275 Arch itectlEn g i neer Information Name: T.S. CHEHAL — LICENSED PROFESSIONAL ENGINEER Street: 631 SO. STATE ROAD 434, City, St, Zip: ALTAMONTE SPRINGS, FL 32714 Bonding Company: N/A Address: -------------------------- Phone: 407-521-5557 Fax: E- mail: RAJ7065 AOL.COM Mortgage Lender: N/A Address: 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. 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. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building rode Revised: June 30, 2015 Permit Application 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 at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. 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. Signature of Owner/Agent Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally known to Me or Produced ID Type of ID ignature of Contfactor/Agear Date GLENN J. CANFIELD Print Contractor/Agent's Name Signature f Notary-Sta a of Fl — KATNIt.COes Notary Public . State of Florida Commission,* GG 062132 1FU My Comm. Expires an 12. 2021 Bonded through National Notary Assn. Contractor/Agent is X^P'So a1PfedueedID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Annps Fire Sp><vikler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alai -in Permit: Yes No UTILITIES: WASTE WATER: FIRE: BUILDING: Revised: June 30, 2015 Permit Application 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 at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value Rill be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculate([ charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. 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. ignature of Owns/Agent I Date Signature of Contractor/A6cnt late V , •dlS _ GLENN J. CANFIELD Print OwneriAgent's Name Print Contractor/Agent's Natne Signature of Notary -State of Florida Dale LORI L Mo@LROY, Notary Public In and for the State of Ohio V*oj101n sskrta liilnlle 29H21 Contractor/Agent is X Personally Known to Me or BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Anips Flood Zone: of Stoties: Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: June 30. 2015 Pcnnil Application IQ CITY OF SAWORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 7 rb Documented Construction Value: $ $172,042.00 Job Address: 3912 CRAWLEY DOWN LOOP, SANFORD, FL 32773 Historic District: Yes -No 0 Parcel ID: Residential Commercial X Type of Work: New Z Addition Alteration Repair Demo Change of Use Move Description of Work: CONSTRUCT 1-24' x 60' COMMUNITY CLUBHOUSE FACILITY WITH MEN'S & WOMEN'S RESTROOMS, COVERED PORCH, MECHANICAL & STORAGE ROOM, COMMON AREA & ENTRY WITH TRUSSED SHINGLE ROOF ON ALL Plan Review.Contact Person: BRUCE E. CURRY Title: PROJECT COORD114ATOR Phone: 407-369-2289 Fax: - n Email: Bruce@LuxuryPoolBrokers.colm Property Owner Information Name BRISSON WEST PROJECT 1, LLC Phone: 613-200-0523 (DOUG PRODOEHL) Street: 8534 YANKEE STREET, SUITE. 2B City, State Zip: DAYTON, OH 45458 Resident of property? : NO Contractor Information Name GC CONTRACTOR SERVICES, LLC Phone: 407-369-2289 Street: 1619 RIDGEWOOD AVE. Fax: City, State Zip: HOLLY HILL, FL 32117 State License No.: CGC1510220 / CCC1328275 ArchitectlEngineer Information Name: T.S. CHEHAL — LICENSED PROFESSIONAL ENGINEER Phone: Street: 531 SO. STATE ROAD 434, Fax: City, St, Zip: ALTAMONTE SPRINGS, FL 32714 Bonding Company: N/A 407-521-5557 E-mail: RAJ7065 aU) OL.COM Mortgage Lender: NIA Address: ---------~--~--~------~--~ Address: 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. 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. FBC 105.3 Shall be inscribed with the date of application and the code In effect as of that date: 51' Edition (2014) Florida Building Code Revised: June 30, 2015 ' ,---">%'% Permit Application 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 at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. 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. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date LS- -/% ignature of Conifactor/Agene Date GLENN J. CANFIELD Print Contractor/Agent's Name Signature f Notary-Sta a of Fl ' 4`1,p1r'1111,% 1W1HIt.000111 Notary Public • State of Florida Commission # 00 WPM My Comm. Expires Jan 12, 2021 Bonded through National Notary Assn. Owner/Agent is Personally known to Me or Contractor/Agent is X--'Fe1%ofta17yKnl5WfftTfvTeTr Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alai -in Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: June 30, 2015 Permit Application 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 managem ent 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 at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value mil be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. 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. qre of Owner/AgentL Dale Signature of Contractor/Agent Date Print Owner/Agent's Namc GLENN J. CANFIELD Print Contractor/Agent's Name Signature of Notary -State of Florida Date LORI L Mo1:LROY, Notary Public In and for the State of Ohio W0b}0 ltitu flele292021 Contractovagent is X Personally Known to Me or BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No APPROVALS: ZONING: COMMENTS: of Heads Fire Alarm Permit: Yes No UTILITIES: ENGINEERING:.. FIRE: WASTE WATER: BUILDING:: Revisal: June 30. 2015 Pennit Application DATE: BUSINESS/PROJECT NAME: ADDRESS: I CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION PERMI NUMBER: CONTACT NAME: 1 , I C Q PHOLE: FIRE PLAN REVIEW SERVICE FEES PHONE: 407.688.5052 FAX: 407.688.5051 a73c J L C PLAN REVIEW INFORMATION INSTRUCTION []C/o [ ] FIRE ALARM [ ] FIRE SPRINKLER []HOOD [ ]PAINT BOOTH [)TANK YES NO TOTAL FEES. ; INSPECTION SEQUENCE BP# 17-2736 ADDRESS: 3912 Crawley Down Loo BUILDING PERMIT Min Max Ins ection Description 10 Footer / Setback Stemwall 10 Slab / Mono Slab 20 Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls 30 Sheathing — Roof 40 Roof Dry In 50 Frame 60 Insulation Rough Firewall Screw Pattern 70 Drywall / Sheetrock Lath Inspection Building Ceiling Air Barrier Insulation Roof (Com'l) Building Ceiling Grid Final Roof Final Stucco / Siding Final Insulation Final Firewall Final Door Final Window Final Utility Building Final Screen Structure Final Pool Screen Enclosure Pre -Demo Final Demo Final Single Family Residence 1000 Final Commercial — Final Commercial — Addition / Alteration Final Commercial — Change of Use Final Building (Other) Min Max Inspection Descri tion Electric Underground Footer / Slab Steel Bond Electric Ceiling Rough Electric Wall Rough 10 Electric Rough Pre -Power Final Temporary Pole 1000 Electric Final t PLITMBINIPIZMI'I Min Max Ins ection Description Rough Plumb 10 Plumbing Underground 20 Plumbing 2nd Rough Plumbing Tubset Plumbing Sewer Plumbing Grease Trap Rough Plumbing Steam / Chill Water Rough 1000 Plumbing Final MECIIANICAL PERMIT} ss Min Max Inspection Description 10 Mechanical Rough Mechanical Fire Damper Framing Mechanical Ceiling Rough Mechanical Fire Damper Annular Space Mechanical Insulation Wrap Mechanical Fire Damper Angle Light / Water Test Ck Welds Mechanical Grease Duct Wrap 1000 Mechanical Final REVISED: June 2014 V j i ll Ilil iil l ill illii 1111111111111 GRANT MALOYY SEMINOLE COUNTY CLERK OF CIRCUIT COURT & COMFTROLLER. THIS INSTRUMENT PREPARED BY: BK 8991 P9 1279 (11`9S) Name: GC CONTRACTOR SERVICES, LLC Address: 1519 RIDGEWOOD AVENUE CLERK'S 4v 201708SL33 PH HOLLYIHILL EL 32117 RECORDED C18/30/2017 US 4 :,-6 RECORDING FEES $10-00 NOTICE OF COMMENCEMENT RECORDED BY hdi..,.voria State of Florida County of Sern' inole Permit Number: Parcel lDNumber: The undersigned ihereby 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, DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) KENSINGTbN RESERVE SUBDIVISION, PLAT BOOK 81, PAGES 86-92, INCLUSIVE1 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA 3912 CRAWLEY DOWN LOOP, SANFORD, FL 32773 I GENERAL DESCRIPTION OF IMPROVEMENT: CONSTRUCT 1-COMMUNITY CLUBHOUSE FACILITY WITH MENS & W0MENS RESTROOMS, COVERED PORCH AREA & MECHANICAL STORAGE ROOM OWNER INFORMATION: Name: BRIS.SON WEST PROJECT 1. LLC Addre Fee 5 Addre CONI Name Addre Persto as pro Name: Addre ss: S:, 0004 T/-kl'Jr\r-r- 0 1 Mr-r- 1 , OUI I t LC, UHT I UIN, Uri 40400 I mple Title Holder (if other than owner) Name: N/A s: RACTOR: GC CONTRACTOR SERVICES, LLC 1519 RIDGEWOOD AVENUE, HOLLY HILL, FL 32117 i ns within the State of Florida Designated by Owner upon whom notice or other documents may be served vided by Section 713.13(1)(b), Florida Statutes. In addition to himself, Owner Designates uj To receive a copy of the Lienor's Notice as Provided in i Section 713.13(1)(b), Florida Statutes. Expiration Date of f Notice of Commencement (The expiration date is I year from date of recording unless a different date is s I pecified) WARNING TO OtVNER- ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN 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 IYOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. I declare that I have read the foregoing and that the facts stated in it are true e and belief. 07n-e?s Si6nature Owners Printed Name Florida Statute 713 13(l l(g):' The owner must sign the notice of commencement and no one else may be permitted to sign in his of her steadI State of County of 0, ovi o,r-,es 0Theforegoinginstrumentwasacknowledgedbeforemethis day of 20 by 0c'0 1100kiv. 61 C-) Who is personally known to me Name of person making statiliment ared identification L1 type of identification produced: 4 .05— Cl LORI L WELROY, Notary pu In and for the State .V fyv Ubla SignatureL' O-N' Z My Commission Expires 'Nov, \2,2621z dl In addition to himself, Owner Designates uj To receive a copy of the Lienor's Notice as Provided in i Section 713.13(1)(b), Florida Statutes. Expiration Date off Notice of Commencement (The expiration date is I year from date of recording unless a different date is s I pecified) WARNING TO OtVNER- ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN 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 IYOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. I declare that I have read the foregoing and that the facts stated in it are true e and belief. 07n-e?s Si6nature Owners Printed Name Florida Statute 713 13(l l(g):' The owner must sign the notice of commencement and no one else may be permitted to sign in his of her steadI State of County of 0, ovi o,r-,es 0Theforegoinginstrumentwasacknowledgedbeforemethis day of 20 by 0c'0 1100kiv. 61 C-) Who is personally known to me Name of person making statiliment ared identification L1 type of identification produced: 4 .05— Cl LORI L WELROY, Notary pu In and for the State .V fyv Ubla SignatureL' O-N' Z My Commission Expires 'Nov, \2,2621z dl t y a s'.." z'`39° A: '` " `* r - k dye • . s,. 12 n. r e w Asa x "` . R a a p'oS P t-.R . .- IA bad VINYL FASCIA INSTALLATION Vinyl Fascia Step 1 In applications requiring both soffit andd vinyl fascia, install a frieze back plate ("F"-channel) on the bottom of fascia board, and the complete soffit installation (Fig. 1). Prepare for installation of fascia panel by apply- ing undersill trim along the top of the fascia board. Measure from the bottom of the F-Channel to the top of the undersill trim and deduct 1/8" Fig. 2). This is the width to cut fascia parcel before installation. Use a sna- plock punch tool on the fascia panel to hunch out raised slots Fig, 3). Step 2 Hook the bottom lock of the fascia parcel over the F-Channel, (which already is installed on the bottom of the fascia board). Then insert the top edge of the fascia into undersill trira. This will hold the fascia firmly in place. Run F-Channel straight to avoid waviness in fascia. Do riot nail vinyl fascia under any circumstances. Step 3 Wlien overlapping fascia panels, first cut a notch in the underlying panel. The notch should be 1/8" deep by 1-11r long. Slip the notched panel into the adjacent panel (Fig. 4). Step 4 To fabricate a corner cap (Fig. 5), cut a piece of fascia 5 1/2" in length. Mark a vertical centerline on the back. Cut out a 90° section of bottom flange from the center leaving a 45' on each side (Fig. 6). Step 5 Using a hand seamer or metal straightedge, make a fold along the vertical centerline forming a right-angle corner as shown. Step b Punch the top edge of the comer cap with the snaplock punch. The corner cap is then hooked onto the bottom ends of the fascia, and the top is snapped into place in the undersill trim (Fig. 7). Fig, 7 Fig.l Fig. 2 Fig. 3 Fig. 4 Fig da u 1/s' SOFFIT INSTALLATION Z Nailing strip eave SOU t — J-channel — Fig.l Fig. 2. Installation Over Enclosed Eaves The procedure used to install soffit over enclosed eaves is almost identical to that used for open eaves. The major difference is the installation of the J-Channel at the wall line rather than F-Channel (Figs. 1 and 2). Determine the preferred method of installing soffit at the fascia board. NOTE: If the existing soffit is rotted or damaged; remove it completely before installing vinyl soffit, then use the instructions for open eaves. SOFFIT INSTALLATION 5-step procedure continued: Step 2 Measure from inside the wall molding to the fascia board. On soffit panels 36- or less in length, subtract 1/4" for expansion. Panels over 36" in length require 1/4- clearance at each end of the soffit panel. Mark this dimension on a soffit panel and cross cut using a power saw with a reversed finetooth blade or slops. Cut one or two panels at a time, carefully advancing the saw through the vinyl. Step 3 Insert one end of the panel into the channel on the wall, then the other end into the channel at the fascia board (Fig. 1). It might be necessary to flex the panel slightly to insert it into the second channel. Make certain the panel is perpendicular to the wall, and then nail. Dependuig on the installa- tion method being used, nails will be hammered either into a nailing strip or fascia board. Do not nail soffit panels tightly. Continue the installation by locking and nailing the panels. Make certain the panels are fully locked along their entire length. Step 4 To turn a corner, measure from the channel at the wall corner to the channel at the corner of the fascia board (Fig. 1). Subtract 1/4"for expansion. Cut and install H-Molding lineal or back-to-back 1-Channel. If necessary, install nailing strips to provide backing for the lineal. Miter cut the comer soffit panels and install as described in Step 3. Step S Install vinyl or aluminum fascia as needed to finish installation. (see sec- tion on fascia installation) Soffit double channel lineal Fig. 1 Fascia fl1 SOFFIT INSTALLATION r 8" or less Fig.l- Fig. 2 ver Soffit receiver Open ratter Soffit receiver JL= 1 18" or less I Fig. 3 41 Add nailing strips i CAdd framing Soffit i J-channel -- I K or greater Fig. 4 Soffit is the name given to materials used to enclose the underside of eaves and porch ceilings. The installation of soffit will determine the positioning of the inside and outside corner posts. It also is necessary to complete the soffit, or install the soffit moldings, before the final course of siding is . installed on the wall. Vinyl soffit is designed to be easily installed in residing or new construc- tion. Soffit panels are similar to verti- cal siding. Manufacturers produce both solid and vented panels. NOTE: Proper attic ventilation is important for any home. Consult a local building official for the appropriate requirements for a specific geographical area, and use vented soffit or other vented products as necessary. Preparation Inspect and plan the job in advance. For residing applications, nail down any loose panels, boards or shingles. Check surfaces for straightness and fur when necessary. Surfaces should be uniform and straight from various viewing angles. The procedure used to install soffit depends on the construction of the eaves. There are two different types of eaves: TYPE ONE Open eaves with exposed raf- ters or trusses -are typical of new construction. Open eave installa- tion procedures are also used when removing damaged soffit during a residing project. TYPE TWO Enclosed eaves (eaves with a wood or plywood soffit already in place) are typical of residing projects. Installation Over Open Eaves: Step I Install receiving channels (F-Channel or J-Channel). There are several ways to install receiving charmels for soffit. You can use accessories such as J-Channel or F-Channel. The best approach is to select a method that works most effectively with the construction techniques used to create the eave. Examine the illustrations at left and find one that most closely resembles the construction methods used for your particular project (Figs. 1 through 4). Install the receiving channels following the details shown in the illustrations. Nail channels every 12 , positioning the nail in the center of the slot. Fasten channels, just snug to take out excessive play. Do not over- drive fasteners. NOTE: Recommended nailing for soffit parcels is 16' on center, however, if the eave span is over 18" nailing strips rout be installed (Fig. 4). In areas )Wh high wirnd restrictions, nail- ing should not erceed 12" on center: PREPARING"THE WALL SheathinglBackerhoard Our vinyl siding should be applied over a sheatlring that provides a smooth, flat, stable surface. Consult local builcling codes for sheathing requiretnen.ts. Vinyl siding should never be applied directly to studs without sheathing. We recommend that wood -based sheathings he protected utilizing moisture - resistant housevvrap or building paper prior to the installation of the siding and accessories. Some building codes now require this protection. Flszshing Flashing, such as aluminum coil stock, should be applied around windows, doors, other openings, inside and outside corners, and the inte,iscction of walls and roofing to prevent. water infiltration. N<-w Construction Step 1 Make sure all studs are straiallt and true to avoid bulges or dips in the finished wall. Correct: any bowed stu.,-s at this time. Step 2 Make sure all sheathing is properly fastened to the framing according to building code requirements and/ or the sheati-Ang manufact:urer.'s rec- ommendations. NQTE: Sheathing behind vinyl siding mast be smooth; fial, stable and appropriate for use on the type of constnscrion being erected. Increasing requirements in budd- ing codes, especially in the areas of fie and wind resistance, make the appropriate choice and fastening of ivall sheathing an important area of consideration. Check local building codes for the allowable t)pe and thickness of sheathing Mal can be uti- lized on the type of structure being sided. Step 3 Make sure subwall assembly is weatherti<> t. before applying sid- ing. Vinyl siding and vinyl siding accessories alone do not constitute a waterproof installation. The coin- bination of proper subwall prepara- tion and siding installation result in the desired protection of the structure. Wall sti.eathing should be weather - resistant, or covered with a weath- er -resistant. barrier such as fanfold insulation, homewrap, or building paper. Independent VSI studies indicate that the combination of a weather resistant barrier plus a housevvrap result In Improved. weather performance of the vinyl siding. Some building code juris- dictions are currently requiring this protection. A weather -resistant cov- ering should be properly fastened according to the manufacturer's instructions, and be smooth and even. Flashing and caulking should be added as neededin areas such as windows, doors, and other openings to control moisture and to protect the subwall assembly. V14RNIING: A.sntooth, flat, stable waU sarface is necesscarY for the proper nrstallation of vinyl siding. Waviness in the finished siding resulting from uneven or inadequate tuackerboard sheathiiq constitutes misapplication under the terns of the warranty. TIP: Place, the dr iii all in the house, on the floor of the room where it is going to be apph' ed, prior to the installation of the siding when possible. This will help load the floor system and the floor hand prior to gpplying siding. Thu can help reduce panel bulging in the floor band areas where compression and shrinkage typically occur. CUTTING THE SIDING Fig. 1 Fig. 2 Frig. 3; Fig. 41 When cutting vinyl siding, follow these guidelines: Step 1 Safety goggles are always recom- mended for all cutting and nailing operations. As on any construction job, use proper safety equipment and follow safe construction practices (Fig. 1). Step 2 With a circular saw, install the fine-toothed (plywood) blade back- ward on the saw for a smoother, clean- er cut. Cut slowly. Do not attempt to cut materials other than vinyl with a reversed direction saw blade (Fig. 2). Step 3 With a utility knife or scoring tool, score the vinyl face up with medium pressure and snap it in half. It is not necessary to cut all the way through the vinyl (Fig. 3). Step 4 With tin snips, avoid closing the blades completely at the end of a stroke for a neater, cleaner cut Fig. 4). FASTENING PROCEDURES Vinyl siding can expand and contract 1/2" or more over a 12' 6" length with changes in temperature. Whether using a nail, screw or staple to fasten the siding, the following basic rules must be followed: Step 1 Make sure the bottom lock of the panels are fully engaged along the entire length of the panel. WARNING: Push $ne panel up fully but do not stretch the panel by pulling it ftom the top. Step 2 Do not drive the head of the fastener tightly against the siding nail hem. Leave a mi umum of 1/16" (the thickness of a nickel) between the fastener head and the vinyl. Tight nailing, screwing, or stapling will cause the vinyl siding to buckle with chamges in temperature (Fig.1). Nail head, screw head, or staple crown should not extend out more than 3/16" from the siding nailing hem. If the head or crown contacts the vinyl parcel it may "pimple" or distort due to heat build-up. Step 3 After locking the panel, fasten about 1/3 of the way from each end. Finish fastening the panel. This method helps keep panels running straight. Step 4 NOTE: Nail 8" or more away from the end of a panel that will be overlapped with another panel. This will help the overlap appearance. Center the fasteners in the slots to permit expansion and contraction of the siding (Fig. 2). Step S Drive fasteners straight and level to prevent distortion and buckling of the panel (Fig. 3). Step 6 Space the fasteners a maximum of 16" apart for horizontal siding panels, 12" apart for vertical siding panels, and 8' to 10" apart for the accessories. Step 7 Start fastening vertical siding and cor- ner posts in the top of the upper -most slots to hold them in position. Place all other fasteners in the center of the slots (Fig. 4). YES NO Fig. 2 awl Fig. 3 Fig. 4 FASTENERCHOICES L Vs- SMGYM nMum Fig.. I Use alurrdn galvanize d.stael or offer A* es or sczews w1en, irtsUffing vinyl sin . Aluminma. tim pieces xeqLire a lurciroamor -. tamlai&- stem. fa: re rs. Mal Ma - aheads should be 3 11 6'nAr&xmm m. dhm ie x Shank should be I &I !A Wfink= cL TLafl lengths we as• 6- ArAvs: I ]/ 2'1xgeneral use 2- foT m_si n r iD 1 mr for tract Fdsfeners Sn?- w ksbmers can be used if Vie surDiisdonut restcin the Tumm-1. e;,qm- L,:dm andomtm tim, nvVemem-A of te Ndn5l sibM panel on 1he V-sdL Scr,zewsmst be cewe iEd iTL thed V41i. a rcmumm 1 A 6'sprwe bet r tie scmo head and U mn;31., AmM be: m # wiss head or pan head. Camdm-resistant, self-twigg sleet metal. tyre . Stages If 04tes am bed; uadiftstad cf nails or savArs, the mast be: less than. 1&,pqp surd -f L-abmk,,, ID zo. eMtsdcal oms'-sectim, ( Fig- 1). A niniraLm d 1." k.-, V?& eftOUghftL 15.1- CM'.*AM tD allDW free rcm-' e rce A-t of6e staple c mlAm and milmg hmof the ALM panel., BASIC INSTALLATIONS The manufacturer has provided these suggested instructions as installation guidelines. The manufacturer, however, neither installs the panels nor has any control over the installation. It is the responsibility of the contractor and/or the installer to ensure panels are installed in accordance with these instructions and any applicable building codes. The manufacturer assumes no liabifity for either improper installation or personal injury resulting fiom improper use or installation. 1. Installed panels must move freely from side to side. 2. Do not stretch horizontal siding panels upward when apply- ing: instead, push upward on the bottom of the panel you are install- ing, until the locks fully engage. Nail in place. Panels should hang without strain after nailing. Stretching the panel upward pulls the natural radius out of the panel and increases the friction of the locks. 3. Always nail in the center of the slot. WARNING: Do not nail at the end of a slot! Doing so will cause the siding panel to be perma- nently damaged. If you must nail near the end of a slot to hit a stud, etc., extend the length of the slot with a nail slot punch tool. 4. Do not nail tightly. Allow a minimum of 1/16" between the back of the nail head or staple crown and the nailing strip. Nails or staple:; should be placed approxi- mately 12" to 16" apart. Drive nails straight and level to prevent distor- tion and buckling of the panel. 5. Leave a minimum of 1/4" clearance at all openings and stops to allow for normal expansion and contraction. When installing in temperatures below 40° F, increase minimum clearance to 3/8". 6. Do not caulk the panels where they meet the receiver of inside confers, outside corners, or J-Channel Trim. Do not caulk the overlap joints. 7. Do not face -nail or sta- ple through siding. Vinyl sid- ing expands and contracts with outside temperature chang- es. Face -nailing can result in permanent ripples in the siding. 8. Panels should be overlapped approximately 1 1/4" . Fasten panels approximately 8" or more from the overlap seam for best lap appearance. 9. Avoid the use of unstable or uneven underlayment. Keep in mind that siding can only be as straight and stable as what lies under it. See Section "Preparing the Walls"' for more information. 10. When installing shutters, cable mounts, etc., make sure screw hole in the siding is 114' larger than the attachment screw diameter. Example: an 1/8" screw requires a 3/8"hole in the siding.) This will allow the panel to still expand and/ or contract. 11. Never attach fixtures directly to panels. When attaching fixtures, first drill a hole in the siding 1/4" larger than the diameter of the fasteners, allowing for expansion and contraction. Note: Fasteners for fixtures must penetrate the solid substrate. Vid 0FRICE NEW C,(1>'JSTf U(,T1ON VJIO(1) ^ INSTALLATION INSTRUCTIONS confinueco Unit Preparation: Remove all shipping materials — wrapping, corner and/or side protectors and aside the product in a safe place. Leave on any bottom protectors so as to minimize the possibility of damage to the bottom nailing fin until the unit is ready to be set into the rough opening. Leave on any adhesive labels for eventual removal by the owner. Installation Into Rough Opening: Making sure that sashes or operating panels are closed and locked during installation, center this product into the rough opening and check for plumb, level, square and true. This product should only be secured in the opening when it is plumb, level, square and true. Follow the appropriate fastener schedule for fastener size and spacing (consult FBC or TDI websites for additional information if applicable). Fasteners should be selected and installed to secure the weight of this product and to ensure compliance with applicable building codes and ordinances relative to wind loads, temperature variations and other local conditions. If this product is being fastened through the jambs, appropriate shims should be placed between the window frame and the adjacent rough frame materials at the fastening points in order to prevent deformation of or damage to the window frame or components and to ensure proper operation of the window. Projected. windows are not self-supporting and require supports and bracing — see those products' installation instructions for details. Once the product is secured into the rough opening, check for ease of operation and to ensure it is in good working condition. It is important that drainage/weep holes remain unobstructed. Clean using only mild detergents and non -etching cleaning agents. Do not use hydrocarbon fuels or solvents, paint removers, aggressive alkaline, acidic or abrasive cleaners, cleaners containing trisodium phosphate, organic solvents or strong soaps or detergents to clean this product, MANUFACTURER MAKES NO WARRANTY, EXPRESSED OR IMPLIED, WITH RESPECT TO THESE INSTRUCTIONS OR ANY THIRD PARTY INSTRUCTIONS, AND MANUFACTURER SHALL NOT BE LIABLE FOR ANY DAMAGE: OR LIABILITY THAT MAY ARISE IN CONNECTION WITH THE l INSTALLATION OF THISi PRODUCT NOT PERFORMED, BY MANUFACTURER. Notes:. Manufacturer reserves the right to substitute components as necessary W® i u+'• ON for continued product Improvement. Energy Star is a registered trademark amoftheU.S. Department of Energy. 'Screens are not meant to restrain a child u from falling through an open door -Printing process may affect color shown. Please refer to actual window sample when selecting colors. 02015 Lowe's Companies. Inc. All tights reserved. ReUDR, Lowe's, the gable design and Never Stop Improving are trademarks of LF, LLt„ 10/15 http://sstsrv.lowes.coin/m2o_a/mediumQuote.jsp`'?projectId=15... Back to Quote tt Dwm LOWS S HOME CENTERS. LLC #2652 6735 SOUTH US HWY 17 92 FERN PARK. FL 32730-0000 USA 321) 207-2860 Description Customer Phone: (407) 369-2289 Customer Address: 501 N ORLANDO AVE STE 313 WINTER PARK. FL 32789 USA Line Item Product Code Frame Size Description 0001. Size = 31 1/2-in W x 59 1/2-in H Manufacturer: Reliabilt by Atrium Windows 15% off SOS Windows and Doors from 08/09/17 to 8/29/1.7*** Meets Energy Star Requirements for Southern legion""`* U-Value:0.31, SHGC:0 20 DP50: Size Tested 36-in x 74-in/ Florida Approval Code: L20100.1 DP Code and Florida Approval Code only valid up to vindow size tested*** division: Millwork 3roduct: Windows Type: Single Hungs vlanufacturer: Reliabilt by AtriL1111 3roduct Type: Single Hungs 3roduct Line: New Construction eries: 150 with J Vumber of Units Wide: One Jnit Configuration: Single Unit ash Configuration: Equal lctual Width: 31 1/2-in kctual Height: 59 1/2-in its Opening Width: 32-in its Opening Height: 60-in olor: White See in-store displays for exact color samples for both merior and exterior color.*** Unit Price Quantity Total Price 168.18 5 1 of 3 08/23/2017 03:32 PM tr uote http://sstsrv.Iowes. coin/m2o_a/m ed i umQuote. jsp?projectld=15... Glass Energy Efficiency: Ultra Low-E w/ Argon Glass Color: Clear The graphics present an estimation of the color and are not a completely accurate representation.**'" Glass Strength/Safety: Single Strength Grid Type: 5/8-in Grid Style: Colonial Grid Position: Both Sashes Top Grid Pattern: 3W2H Bottom Grid Pattern: 3W2H Hardware Color: Color Matched cress Opening: , Egress: 26 1 1/16-in W x 25 13/16-in H, 4.78 Sq. Feet Wood Extension Jamb: None Screen: No Screen Extended Coverage: None Lead Time: 23 Days tern Number: 88910 0002 Manufacturer: Reliabilt by Atrium Size = 31 1/2-in W x 59-r-==15% off SOS Windows and Doors from 08/09/17 to 1/2-in H 8/29/17*** Meets Energy Star Requirements for Southern Region*** U-Value:0.31, SHGC:0.20 DP50: Size Tested 36-in x 74-in/ Florida Approval Code: L20100.1 J:: JcDP Code and Florida Approval Code only valid up to window size tested*** Division: Millwork roduct: Windows ype: Single Hungs Manufacturer: Reliabilt by Atrium Product Type: Single Hungs Product Line: New Construction Series: 150 with J Number of Units Wide: One Unit Configuration: Single Unit Sash Configuration: Equal Actual Width: 31 1/2-in Actual Height: 59 1/2-in Fits Opening Width: 32-in Fits Opening Height: 60-in Color: White See in-store displays for exact color samples for both interior and exterior color.*** Glass Energy Efficiency: Ultra Low-E w/ Argon Glass Color: Obscure The graphics present an estimation of the color and are not a completely accurate representation.*** Glass Strength/Safety: Double Strength Grid Type: 5/8-in $193.29 6 $1,159.74 2 of 3 08/23/2017 03:32 PM Cote http://sstsrv.lowes.com/m2o_a/mediumQuote.jsp?projectId=15... rid Style: Colonial rid Position: Both Sashes op Grid Pattern: 3W2H ottom Grid Pattern: 3W2H ardware Color: Color Matched gress Opening: , Egress: 26 I 1/16-in W x 25 1.3/1.6-in H, 78 Sq. Feet loud Extension Jamb: None green: No Screen xtended Coverage: None cad Time: 23 Days cm Number: 88910 Salesperson: KATHERINE BOWEN (S26.52KB 1 ) Accepted by: Project Total: $2,000.64 Date: 08/23/2017 Print Detailed Quote This Millwork Quote is valid until 9/21/2017. This is an estimate only. This estimate does not include tax or delivery charges. Delivery of all materials contained in this estimate are subject to availability from the manufacturer or supplier. All the above quantities, dimensions, specifications and accessories have been verified and accepted. 3 of 3 08/23/2017 03:32 PM PERMIT # I Z -02730 wrightsoft" Building Analysis Entire House GC CONTRACTING Job: POOLHOUSE OFFICE By: ENERGYCALCS.14ET ENERGYCALCS.NET INC 267 DELEON RD, DEBARY, FL 32713 Phone: 386-775-0908 Email: MAGGIE@ENERGYCALCS.NET Web: WWW.ENERGYCALCSFL.NET License... Project• • . For: KENSINGTON RESERVE POOL HOUSE 3912 CRAWLEY DOWN LOOP, SANFORD, FL 32773 Desigfi'.Gohditiont Location- Indoor: Heating Cooling Orlando Sanford, FL, US Indoor temperature (°F) 70 75, Elevation: 56 ft Design TD (OF) 29 18, Latitude: 29°N Relative humidity (%) 40 501 Outdoor: Heating Cooling Moisture difference (gr/lb) 24.6 38.7 Dry bulb (OF) 41 93 Infiltration: Dailyrange (°F) - 17 (M ) Method Simplified Wet bulb (OF) - 75 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Heating, Component Btuh/fe Btuh of load Walls 3.6 2674 16.2 Glazing 13.7 492 3.0 Doors 11.3 238 1.4 Ceilings 0.9 643 3.9 Floors 4.1 2849 17.3 Infiltration 4.9 3850 23.4 Ducts 1878 11.4 Piping 0 0 Humidification 2119 12.9 Ventilation 1744 10.6 Adjustments 0 Total 1 1 16487 100.0 Jul 1600 LDT Component Btu h/ftBtuh of load Walls 2.9 2160 17.3 Glazing 24.7 889 7.1 Doors 11.9 250 2.0 Ceilings 1.7 1204 9.7 Floors 0 0 0 Infiltration 1.6 1254 10.1 Ducts 2568 20.6 Ventilation 1079 8.7 Internal gains 3067 24.6 Blower 0 0 Adjustments 0 Total 1 1 124721 100.0 Latent Cooling Load = 5477 Btuh Overall U-value = 0.109 Btuh/f 2--°F Data entries checked. ventilation Infiltration VwIs Me tlrtian Qaarg__ f _Irtemal Gins Ducts ' Cepir>,gs Irfltratiart n.+ W1r1 htsoft^ 2017-Jul-2112:04:05 9 Right -Suite® Universal 2017 17.0.25 RSU19927 Page 1 ownloads\GC CONT POOL CLUB HOUSE MJS 072117.rup Calc = MN5 Front Door faces: SE Right -Suite® Universal 2017 Short Form Job: POOLHOUSE wrightsoft° Date: Jul 20, 2017 Entire House By: ENERGYCALCS.IVET GC CONTRACTING ENERGYCALCS.NET INC 267 DELEON RD, DEBARY, FL 32713 Phone: 386-775-0908 Email: MAGGIE@ENERGYCALCS.NET Web: WWW. ENERGYCALCSFL. NET License r-roject intormation For: KENSINGTON RESERVE POOL HOUSE 3912 CRAWLEY DOWN LOOP, SANFORD, FL 32773 Htg Clg Htg Clg Outside db OF) 41 93 Inside db OF) 70 75 Outside RH M 44 Inside RH 50 Outside wb OF) 75 Inside wb OF) 63 Daily range OF) 17 Design TD OF) 29 18 Moisture diff. gr/lb) 39 Heating Equipment Make Model Type Efficiency Heating Input Heating Output Humidifier Leaving Air Temp Actual Heating Fan Elec strip 100 EFF 5.0 kW 17.1 MBtuh 5.6 gpd 105.6 OF 437 cfm Equipment Location System Type Fan Motor Heat Type Fan & Motor Combined Efficiency Static Pressure Across Fan Cooling Equipment Make Model Type COP/EER/SEER Sensible Cooling Latent Cooling Total Cooling Leaving Air Temp Actual Cooling Fan GENERIC 14 SEER SC Entire House PEAKCV PACKAGE 0 % 0 in H2O Split AC 14.0 21.1 MBtuh 2.9 MBtuh 24.0 MBfiuh 55.0 OF 437 cfm NAME I Area I Heat I Sensible I Latent I Htg I Clg TimeifFLossGainGaincfmcfm STORAGE 80 2731 1812 353 85 71 Jul 1600 LDT MEN ROOM 104 1925 1477 283 60 55 Jul 1600 LDT LADIES ROOM 96 1788 1390 261 56 52 Jul 1600 LDT COMMON 410 10045 7793 4580 236 258 Jul 1600 LDT Entire House I 690 I 16487 I 12472 I 5477 I 4371 4371 Jul 1600 LDT 2017-Jul-21 12:04:06 wrightsoft° Right -Suite® Universal 2017 17.0.25 RSU19927 Page 1 ownloads\GC CONT POOL CLUBHOUSE MJS 072117.rup Calc = MN5 Front Door faces: SE Right -Suite® Universal 2017 Load Sumrnary Job: POOLHOUSE wrightsoft@ Entire House Date: Jul 20, 2017 By: ENERGYCALC8.I4ET GC CONTRACTING ENERGYCALCS.NET INC 267 DELEON RD, DEBARY, FL 32713 Phone: 386-775-0908 Email: MAGGIE@ENERGYCALCS.NET Web: WVWV.ENERGYCALCSFL.NET License Zone: Entire House Project• • For: KENSINGTON RESERVE POOL HOUSE 3912 CRAWLEY DOWN LOOP, SANFORD, FL 32773 COOLING LOAD 1. DESIGN CONDITIONS at Jul 1600 LDT Peak load at Jul 1600 LDT Inside: 75 OF Outside: 93 OF TD: 18 OF RH: 44 % MoistDiff: 38.7 gr/lb Mult: 1.0 Ins.wb 63 OF Sensible Latent 2. SOLAR RADIATION THROUGH GLASS 615 3. TRANSMISSION GAINS Sensible 3888 Walls: 2160 Glass: 274 Doors: 250 Partitions: 0 Floors: 0 Ceilings: 1204 4. INTERNAL HEAT GAIN Sensible Latent 1890 1950 Occupants: 1890 1950 Lights: 0 Motors: 0 Appliances: 0 0 5. INFILTRATION: Outside air cfm: 63 1254 1668 6. SUBTOTAL: Space load Sensible Latent 7648 3618 Envelope 7648 3618 Less external 0 Redistribution 0 0 7. SUPPLY DUCT 1883 8. SUBTOTAL: Space load + supply duct 9531 Actual cfm: 437 at supply TD: 20 9. VENTILATION: Make-up air cfm: 55 1079 1434 10. RETURN AIR LOAD: Lighting + plenum (net) 1177 11. RETURN DUCT 684 12. TOTAL LOADS ON EQUIPMENT 12472 5477 HEATING LOAD 13. DESIGN CONDITIONS Mult: 1.0 Inside: 70 OF Outside: 41 OF TD: 29 OF 14. TRANSMISSION LOSSES 6896 Walls: 2674 Glass: 492 Doors: 238 Partitions: 0 Floors: 2849 Ceilings: 643 15. INFILTRATION: Outside air cfm: 121 3850 16. SUBTOTAL: Space load 10746 Envelope 10746 Less external 0 Less transfer 0 Redistribution 0 17. SUPPLY DUCT: 1645 18. VENTILATION: Make-up air cfm: 55 1744 19. HUMIDIFICATION 2119 Piping 0 20. RETURN DUCT 233 21. TOTAL HEATING LOAD ON EQUIPMENT 16487 W1r1 ht5oft' 2017-Jul-2112:04:06 9 Right -Suite® Universal 2017 17.0.25 RSU19927 Page 1 ownloads\GC CONT POOL CLUB HOUSE MJS 072117.rup Calc = MNS Front Door faces: SE wrightsoft° Duct System Summary Entire House GC CONTRACTING Job: POOLHOUSE Date: Jul 20, 2017 By: ENERGYCALCS.NIET ENERGYCALCS.NET INC 267 DELEON RD, DEBARY, FL 32713 Phone: 386-775-0908 Email: MAGGIECENERGYCALCS.NET Web: WWW.ENERGYCALCSFL.NET License... Project• • For: KENSINGTON RESERVE POOL HOUSE 3912 CRAWLEY DOWN LOOP, SANFORD, FL 32773 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.50 in H2O 0 in H2O 0.50 in H2O 0.336 / 0.164 in H2O 0.227 in/100ft 437 cfm 220 ft Cooling 0.50 in H2O 0 in H2O 0.50 in H2O 0.336 / 0.164 in H2O 0.227 in/100ft 437 cfm Supply`Branch Detail Table' Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name Btuh) cfm) cfm) FR in) in) Matl Ln (ft) Ln (ft) Trunk COMMON C 2832 118 129 0.242 8.0 Ox 0 VIFx 43.8 95.0 st1 COMMON -A C 2832 118 129 0.227 k0 Ox 0 VIFx 52.9 95.0 st1 LADIES ROOM h 1371 56 52 0.244 5.0 Ox 0 VIFx 42.9 95.0 st1 MEN ROOM h 1475 60 55 0.398 6.0 Ox 0 VIFx 9.6 75.0 STORAGE h 2099 85 71 0.433 6.0 Ox 0 VIFx 7.6 70.0 Name Trunk Type Htg cfm) Clg cfm) Design FR Veloc fpm) Diam in) H x W in) Duct Material Trunk st1 Peak AVF 292 310 0.227 395 12.0 0 x 0 VinlFlx Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb2 Ox 0 437 437 72.0 0.227 556 12.0 Ox 0 VIFx Bold/Italic values have been manually overridden 2017-Jul-21 12:04:06 wrrightSOft' Right -Suite® Universal 2017 17.0.25 RSU19927 Page 1 ownloads\GC CONT POOL CLUBHOUSE MJS 072117.rup Calc = MN5 Front Door faces: SE Job M POOLHOUSE Performed by ENERGYCALCS.NET for: KENSINGTON RESERVE POOL HOUSE 3912 CRAWLEY DOWN LOOP SANFORD, FL 32773 Level 1 GC CONTRACTING ENERGYCALCS.NET INC 267 DELEON RD DEBARY, FL 32713 Phone: 386-775-0908 WWW.ENERGYCALCSFL.NET MAGGIE(dENERGYCALCS.... Scale: 1 : 98 Page 1 RightSuite® Universal 2017 17.0.25 RSU19927 2017-Jul-21 12:05:21 T POOL CLUB HOUSE MJS 07211... Project'Component List and ERROR (if any) Log : 3/21/2013 11:33:37 AM Project : POOL HOUSE KENSINGTON RESERVE Zone Order: OK Zone: PrOZol OK OK Space: PrOZolSpi OK Wall: PrOZolWal OK Window: PrOZolWalWil OK Wall: PrOZolWa2 OK Window: PrOZolWa2Wil OK Door: PrOZo1Wa2Drl OK Wall: PrOZolWa3 OK Window: Pr0Zo1Wa3Wi1 OK Wall: PrOZo1Wa4 OK Door: PrOZo1Wa4Drl OK Roof: PrOZolRfl OK Floor: PrOZolFll OK System: PrOSyl OK End Error Log Error(s) in Project: False PREPARED BY MAGGIE SIMS RESNET RATER #4557900 ENERGYCACCS.NET 386-775-0908 Florida Building Code, Fifth Edition (2014) - Energy Conservation EnergyGauge Summit@ Fla/Com-2015, Effective Date: June 30, 2015 IECC 2012 - Total Building Performance Compliance Option Check List Applications for compliance with the Florida Building Code, Energy Conservation shall inc This Checklist The full compliance report generated by the software that contains the project summary, compliance summary, certifications and detailed component compliance reports. The compliance report must include the full input report generated by the software as contigous part of the compliance report. Boxes appropriately checked in the Mandatory Section of the complaince report. WARNING: INPUT REPORT NOT GENERATED. To include input report in final submission, go to the Project Form, Settings Tab and check the box - Append Input Report to Compliance Output Report Then rerun your calculation EnergyGauge Summit® Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 Florida Building Code, Fifth Edition (2014) - Energy Conservation IECC 2012 - Total Building Performance Compliance Option 7/21/2017 Page I of 12 PREPARED BY MAGGIE SIMS RESNET RATER #4557900 ENERGYCALCS. NET 386-775-0908 PROJECT SUMMARY Short Desc: POOL HOUSE Owner: Enter Owner's name here Addressl: 3912 CRAWLEY DOWN LOOP Address2: Enter Address here Description: KENSINGTON RESERVE City: State: Zip: Type: Office Class: Jurisdiction: SANFORD, SEMINOLE COUNTY, FL (691500) Conditioned Area: 688 SF Conditioned & UnConditioned Area: No of Stories: 1 Area entered from Plans Permit No: 0 Max Tonnage If different, write in: Compliance Summa Component Gross Energy Cost (in $) LIGHTING CONTROLS EXTERNAL LIGHTING HVAC SYSTEM PLANT WATER HEATING SYSTEMS PIPING SYSTEMS Met all required compliance from Check List? SANFORD FL 32773 New Finished building 688 SF 688 SF 2 Design Criteria Result 867.0 1,083.0 PASSED PASSES No Entry PASSES No Entry No Entry No Entry Yes/No/NA IMPORTANT MESSAGE Info 5009 -- -- -- An input report of this design building must be submitted along with this Compliance Report EnergyGauge Summit® Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 Florida Building Code, Fifth Edition (2014) - Energy Conservation IECC 2012 - Total Building Performance Compliance Option 7/21/2017 Page 2 of 12 PREPARED BY MAGGIE SIMS RESNET RATER #4SS7900 ENERGYCALCS. NET 386-77S-0908 CERTIFICATIONS I hereby certify that the pl ss and speq,jc etions covered by this calculation are in compliance with the Florida Energy Code Prepared By: GARY ALTMAN CAC 058191- Building Official: Date: Date: C -C d 5 I certify that this building is in compliance with the FLorida Energy Efficiency Code Owner Agent: Date: If Required by Florida law, I hereby certify (*) that the system design is in compliance with the Florida Energy Efficiency Code Architect: Reg No: Electrical Designer: Reg No: Lighting Designer: Reg No: Mechanical Designer: Reg No: Plumbing Designer: Reg No: Signature is required where Florida Law requires design to be performed by registered design professionals. Typed names and registration numbers may be used where all relevant information is contained on signed/sealed plans. EnergyGauge Summit® Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 Florida Building Code, Fifth Edition (2014) - Energy Conservation IECC 2012 - Total Building Performance Compliance Option 7/21/2017 Page 3 of 12 PREPARED BY MAGGIE SIMS RESNET RATER #4557900 ENERGYCALCS. NET 386-775-0908 Project: POOL HOUSE Title: KENSINGTON RESERVE Type: Office WEA File: FL ORLANDO SANFORD AIRPORT.tm3) Building End Uses 1) Proposed 2) Baseline Total 54 79 867 1,275 ELECTRICITY MBtulkWhlf ) 54 79 15676 23173 867 1,275 AREA LIGHTS 3 4 784 1264 43 70 MISC EQUIPMT 3 3 1008 1008 56 55 PUMPS & MISC 0 0 22 17 1 1 SPACE COOL 32 38 9412 11164 520 614 SPACE HEAT 4 3 1149 886 64 49 VENT FANS 11 30 3301 8834 183 486 Credits Applied: None PASSES Passing Criteria =1083 Design (including any credits) = 867 Passing requires Proposed Building cost to be at most 85% of Baseline cost. This Proposed Building is at 68% EnergyGauge Summit@ Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 Florida Building Code, Fifth Edition (2014) - Energy Conservation IECC 2012 - Total Building Performance Compliance Optor, 7/21/2017 Page 4 of 12 PREPARED BY MAGGIE SIMS RESNET RATER #4557900 ENERGYCALCS. NET 386-775-0908 External Fighting Compliance Description Category Tradable? Allowance Area or Length EL.PA CLP W/Unit) or No. of Units (W) (W) Sgft or ft) WSOMM None Project: POOL HOUSE Title: KENSINGTON RESERVE Type: Office WEA File: FL ORLANDO SANFORD AIRPORT.tm3) Fighting Controls Compliance Acronym Ashrae Description Area Design Min Compli- ID (sq.ft) CP CP once Pr0ZolSpl 24,002 Fellowship Hall 688 1 1 PASSES PASSES Project: POOL HOUSE Title: KENSINGTON RESERVE Type: Office WEA File: FL ORLANDO SANFORD AIRPORT.tm3) System Report Compliance PrOSyl System 1 Constant Volume Air Cooled rio. of Units Split System < 65000 Btu/hr 1 Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria liance Cooling System Air Conditioners Air Cooled 24000 1.4 13 8 PASSES Split System < 65000 Btu/h Cooling Capacity Heating System Electric Furnace 17500 1 1 PASSES Air Handling Air Handler (Supply) - 800 0 1 PASSES System -Supply Constant Volume Air Handling Air Handler (Return) - 800 0 1 PASSES System - Return Constant Volume Air Distribution ADS System 6 6 PASSES System (Sup) Air Distribution ADS System (Ret) 6 4 PASSES System (Ret) P EnergyGauge Summit® Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 Florida Building Code, Fifth Edition (2014) - Energy Conservation IECC 2012 - Total Building Performance Compliance Option 7/21 /2017 Page 3 of 12 PREPARED BY MAGGIE SIMS RESNET RATER #4SS7900 ENERGYCALCS. NET 386-775-0908 Water Neater Compliance Description Type Category Design Min Eff Eff Design Max Comp Loss Loss fiance None= Piping System Compliance Category Pipe Dia Is Operating Ins Cond inches] Runout? Temp [Btu-in/hr F] .SF.F] Ins Req Ins Compliance Thick [in] Thick [in] None — EnergyGauge Summit@ FlalCom-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 Florida Building Code, Fifth Edition (2014) - Energy Conservation IECC 2012 - Total Building Performance Compliance Option 7/21/2017 Page 6 of 12 PREPARED BY MAGGIE SIMS RESNET RATER #4557900 ENERGYCALCS. NET 386-77S-0908 Mandatory Requirements (as applicable) Mandatory requirements compiled by U;; Department of Energy and Pacific Northwest Nationsil Laboratory. Adopted with permission Topic Section Component Description Yes NIA Exempt 1. To be checked by Designer or Engineer Fenestration C402.2.7 Envelope U-factor of opaque doors associated with the building thermal envelope meets requirements. Insulation C402.2.1.1 Envelope High-albedo roofs satisfy one of the following: 3-year-aged solar reflectance >= 0.55 and thermal emittance >= 0.75, 3-year-aged solar reflectance index — 64.0, initial year solar reflectance >_ 0.70 and thermal emittance >= 0.75, or initial year solar Wattage C405.6 Exterior Lighting Exterior grounds lighting over 100 W provides >60 Im/W unless on motion sensor or fixture is exempt from scope of code or from external LPD. Wattage C405.4 Interior Lighting Exit signs do not exceed 5 watts per face. Wattage C405.2.3 Interior Lighting Additional interior lighting power allowed for special functions per the approved lighting plans and is automatically controlled and separated from general lighting. HVAC C403.2.6 Mechanical Exhaust air energy recovery on systems meeting Table C403.2.6 SYSTEM C403.3.1,C403.3.1.- Mechanical Air economizers provided where required, meetSPECIFIC the requirements for design capacity, control signal, ventilation controls, high -limit shut-off, integrated economizer control, and provide a means to relieve excess outside air during operation. SYSTEM C403.3.1,C403.4.1 Mechanical Water economizers provided where required, 13SPECIFIC meet the requirements for design capacity, maximum pressure drop and integrated economizer control. SYSTEM C403.4.1.4 Mechanical Economizer operation will not increase heating 0SPECIFIC energy use during normal operation. SYSTEM C403.2.10.1 Mechanical HVAC fan systems at design conditions do notSPECIFIC exceed allowable fan system motor nameplate hp or fan system bhp. SYSTEM —SPECIFIC C403.2.10.2 Mechanical HVAC fan motors not larger than allowable limits. SYSTEM —SPECIFIC C404.2 Mechanical Service water heating equipment meets efficiency requirements. SYSTEM C403.2.3 Mechanical Centrifugal fan open -circuit cooling towers havingSPECIFIC combined rated capacity >= 1100 gpm meets minimum efficiency requirement: >=38.2 gpm/hp. 2. To be checked by Plan Reviewer Air Leakage C402.4.7 Envelope Vestibules are installed on all building entrances. Doors have self -closing devices. Insulation C402.2.6 Envelope Slab edge insulation depth/length. Slab insulation 0 extending away from building is covered by pavement or — 10 inches of soil. Plan Review C103.2 Envelope Plans and/or specifications provide all information with which compliance can be determined for the building envelope and document where exceptions to the standard are claimed. EnergyGauge Summit® Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 Florida Building Code, Fifth Edition (2014) - Energy Conservation IECC 2012 - Total Building Performance Compliance Option 7/21 /2017 Page / of 12 PREPARED BY MAGGIE SIMS RESNET RATER #4557900 ENERGYCALCS. NET 386-775-0908 Plan Review C103.2 Exterior Lighting Plans, specifications, and/or calculations provide all information with which compliance can be determined for the exterior lighting and electrical systems and equipment and document where exceptions to the standard are claimed. Information provided should include exterior lighting power calculations, wattage of bulbs and ballasts, transformers and control devices. Wattage C405.6.2 Exterior Lighting Exterior lighting power is consistent with what is Q shown on the approved lighting plans, demonstrating proposed watts are less than or equal to allowed watts. Plan Review C103.2 Interior Lighting Plans, specifications, and/or calculations provide 0 all information with which compliance can be determined for the interior lighting and electrical systems and equipment and document where exceptions to the standard are claimed. Information provided should include interior lighting power calculations, wattage of bulbs and ballasts, transformers and control devices. HVAC C403.2.5.1 Mechanical Demand control ventilation provided for spaces 0 500 ft2 and >25 people/1000 ft2 occupant density and served by systems with air side economizer, auto modulating outside air damper control, or design airflow >3,000 cfm. HVAC C403.2.4.3 Mechanical Each zone equipped with setback controls using automatic time clock or programmable control system. Plan Review C103.2 Mechanical Plans, specifications, and/or calculations provide all information with which compliance can be determined for the mechanical systems and equipment and document where exceptions to the standard are claimed. Load calculations per acceptable engineering standards and handbooks. Plan Review C103.2 Mechanical Plans, specifications, and/or calculations provide all information with which compliance can be determined for the service water heating systems and equipment and document where exceptions to the standard are claimed. Hot water system sized per manufacturer's sizing guide. SYSTEM SPECIFIC C403.4.5 Mechanical Zone controls can limit simultaneous heating and cooling and sequence heating and cooling to each SYSTEM —SPECIFIC C403.4.3.1 Mechanical zone. Three -pipe hydronic systems using a common return for hot and chilled water are not used. SYSTEM —SPECIFIC C403.4.3.2 Mechanical Two -pipe hydronic systems using a common distribution system have controls to allow a deadband > 15 OF, allow operation in one mode for at least 4 hrs before changeover, and have rest controls to limit heating and cooling supply temperature to < 30 OF. SYSTEM —SPECIFIC C403.4.3.3.1 Mechanical Hydronic heat pump systems connected to a common water loop meet heat rejection and heat addition requirements, SYSTEM —SPECIFIC C408.2.2.2 Mechanical HVAC hydronic heating and cooling coils have means to balance and have pressure test connections. SYSTEM C403.4.2 Mechanical VAV fan motors —7.5 hp to be driven by variableSPECIFIC speed drive, have a vane -axial fan with variable pitch blades, or have controls to limit fan motor demand. SYSTEM —SPECIFIC C403.4.2.1 Mechanical VAV fans have static pressure sensors positioned so setpoint -1/3 total design pressure. SYSTEM C403.4.2.2 Mechanical Reset static pressure setpoint for DDC controlledSPECIFIC VAV boxes reporting to central controller based on the zones requiring the most pressure. SYSTEM_ SPECIFIC C403.4.5.4 Mechanical Multiple zone HVAC systems have supply air temperature reset controls. SYSTEM —SPECIFIC C403.4.3.4 Mechanical Hydronic systems greater than 300,000 Btu/h designed for variable fluid flow. EnergyGauge Summit® Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 Florida Building Code, Fifth Edition (2014) - Energy Conservation IECC 2012 - Total Building Performance Compliance Option 7/21/2017 Page 8 of 12 PREPARED BY MAGGIE SIMS RESNET RATER #4S57900 ENERGYCALCS. NET 386-775-0908 SYSTEM C403.4.3.4 Mechanical Temperature reset by representative building 0SPECIFIC loads in pumping systems for chiller and boiler SYSTEM_SPECIFIC C403.4.4 Mechanical systems >300,000 Btu/h. Fan systems with motors >=7.5 hp associated with heat rejection equipment to have capability to operate at 2/3 of full -speed and auto speed controls to control the leaving fluid temperature or condensing temp/pressure of heat rejection Plan Review C406 Project device. Plans, specifications, and/or calculations provide all information with which compliance can be determined for the additional energy efficiency Plan Review C402.3.2.2 Envelope package options. Skylights in office, storage, automotive service, manufacturing, non -refrigerated warehouse, retail store, and distribution/sorting area have a measured haze value > 90 percent unless designed to exclude direct sunlight. 3. To be checked by Inspector Air Leakage C402.4.1,C402.4.2 Envelope The building envelope contains a continuous air barrier that is sealed in an approved manner and either constructed or tested in an approved manner. Air barrier penetrations are sealed in an Air Leakage C402.4.3,C402.4.4 Envelope approved manner. Factory -built fenestration and doors are labeled as meeting air leakage requirements. Air Leakage C402.4.1.1 Envelope All sources of air leakage in the building thermal envelope are sealed, caulked, gasketed, weather stripped or wrapped with moisture vapor -permeable wrapping material to minimize Air Leakage C402.4.6 Envelope air leakage. Weatherseals installed on all loading dock cargo doors. Air Leakage C402.4.8 Envelope Recessed luminaires in thermal envelope to limit 0 infiltration and be IC rated and labeled. Seal between interior finish and luminaire housing. Fenestration C303.1.3 Envelope Fenestration products rated in accordance with NFRC. Fenestration C303.1.3 Envelope Fenestration products are certified as to 110 performance labels or certificates provided. Insulation C303.2 Envelope Below -grade wall insulation installed per 0 manufacturer's instructions. Insulation C303.2 Envelope Slab edge insulation installed per manufacturer's 0 instructions. Insulation C403.2.7,C408.2.8,t Envelope Exterior insulation protected against damage, sunlight, moisture, wind, landscaping and equipment maintenance activities. Insulation C402.4.2.1 Envelope Roof R-value. For some ceiling systems, verification may need to occur during Framing Insulation C303.2 Envelope Inspection. Roof insulation installed per manufacturer's instructions. Blown or poured loose -fill insulation is installed only where the roof slope is <=3 in 12. Insulation C402.2.1 Envelope Skylight curbs are insulated to the level of roofs with insulation above deck or R-5. Insulation C303.2 Envelope Above -grade wall insulation installed per manufacturer's instructions. Insulation C303.2 Envelope Floor insulation installed per manufacturer's instructions. Insulation C303.1 Envelope Building envelope insulation is labeled with R-value or insulation certificate providing R-value and other relevant data. Insulation C303.2.1 Envelope Exterior insulation is protected from damage with a protective material. Verification for exposed foundation insulation may need to occur during Foundation Inspection. EnergyGauge Summit® Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 Florida Building Code, Fifth Edition (2014) - Energy Conservation iECC 2012 - Total Building Performance Compliance Option 7/21 /2017 Page 9 of 12 PREPARED BY MAGGIE SIMS RESNET RATER #4557900 ENERGYCALCS. NET 385-775-0908 Insulation C402.2.1 Envelope Insulation intended to meet the roof insulation requirements cannot be installed on top of a suspended ceiling. Mark this requirement compliant if insulation is installed accordingly. Controls C405.2.4 Exterior Lighting Automatic lighting controls for exterior lighting a installed. Controls C405.2.2.1 Interior Lighting Automatic controls to shut off all building lighting installed in all buildings. Controls C405.2.1.1 Interior Lighting Independent lighting controls installed per 0 11 0 approved lighting plans and all manual controls readily accessible and visible to occupants. Controls C405.2.1.2 Interior Lighting Lighting controls installed to uniformly reduce the lighting load by at least 50%. Controls C405.2.2.3 Interior Lighting Daylight zones provided with individual controls that control the lights independent of general area lighting. Controls C405.2.3 Interior Lighting Sleeping units have at least one master switch at the main entry door that controls wired luminaires and switched receptacles. Controls C405.2.2.2 Interior Lighting Occupancy sensors installed in required spaces. Controls C405.2.2.3 Interior Lighting Primary sidelighted areas. are equipped with required lighting controls. Controls C405.2.2.3 Interior Lighting Enclosed spaces with daylight area under skylights and rooftop monitors are equipped with required lighting controls. Controls C405.2.3 Interior Lighting Separate lighting control devices for speck uses installed per approved lighting plans. Controls C405.3 Interior Lighting Fluorescent luminaires within odd numbered lamp configurations that are with 10 feet center to center (if recess mounted) or are within 1 foot edge to edge (if pendant or surface mounted) shall be tandem wired. Wattage C405.5.2 Interior Lighting Interior installed lamp and fixture lighting power is consistent with what is shown on the approved lighting plans, demonstrating proposed watts are less than or equal to allowed watts. HVAC C403.2.4.5 Mechanical Freeze protection and snowfice melting system sensors for future connection to controls. HVAC C403.2.3 Mechanical HVAC equipment efficiency verged. Air Leakage C402.4.5.1 Envelope Stair and elevator shaft vents have motorized dampers that automatically close. Air Leakage C402.4.5.2 Envelope Outdoor air and exhaust systems have motorized dampers that automatically shut when not in use and meet maximum leakage rates. Check gravity dampers where allowed. HVAC C403.2.8.1 Mechanical Piping Insulation exposed to weather is protected from damage (due to sun, moisture, wind, etc.). HVAC C403.2.7 Mechanical HVAC ducts and plenums insulated. Where ducts or plenums are installed in or under a slab, verification may need to occur during Foundation Inspection. HVAC C403.2.8 Mechanical Thermally ineffective panel surfaces of sensible heating panels have insulation — R-3.5. HVAC C403.2.7 Mechanical Ducts and plenums sealed based on static pressure and location. HVAC C408.2.2.1 Mechanical Air outlets and zone terminal devices have means for air balancing. HVAC C403.2.11 Mechanical Unenclosed spaces that are heated use only radiant heat. HVAC C403.2.4.1 Mechanical Heating and cooling to each zone is controlled by a thermostat control. HVAC C403.2.4.2 Mechanical Thermostatic controls have a 5 °F deadband. HVAC C403.2.4.2 Mechanical Temperature controls have setpoint overlap restrictions. EnergyGauge Summit@ Fla/Com-2014. TAM 2014-1.0 Compliant Software, Effective Date: June 30, 2015 Florida Building Code, Fifth Edition (2014) - Energy Conservation IECC 2012 - Total Building Performance Compliance Option 7/21/2017 Page 10 of 12 PREPARED BY MAGGIE SIMS RESNET RATER #45S7900 ENERGYCALCS. NET 386-775-0908 HVAC C403.2.4.3 Mechanical Automatic Controls: Setback to 55°F (heat) and 13 13 El 85°F (cool); 7-day clock, 2-hour occupant override, 10-hour backup SYSTEM SPECIFIC C404.3 Mechanical Temperature controls installed on service water heating systems (110 OF for dwelling units and lavatories in public restrooms and 90 OF for other occupancies.) SYSTEM SPECIFIC C404.4 Mechanical Automatic time switches installed to automatically 0 switch off the recirculating hot-water system or SYSTEM SPECIFIC C404.2 heat trace. Mechanical Heat traps installed on non -circulating storage 0 water tanks. SYSTEM_SPECIFIC C403.2.3 Mechanical PTAC and PTHP with sleeves 16 in. by 42 in. labeled for replacement only as per Footnote b to Table C403.2.3(3). SYSTEM_SPECIFIC C403.4.2 Mechanical VAV fan >= 7.5 hp are driven by mechanical or electrical variable speed drive, or driven by vane -axial with variable speed blades, or operate with motor demand <=30% design kW at 50% design flow - calculations required SYSTEM SPECIFIC C403.2.8 Mechanical HVAC piping insulation thickness. Where piping is installed in or under a slab, verification may need to occur during Foundation Inspection. SYSTEM SPECIFIC C403.2.7.1.3 Mechanical Ductwork operating >3 in. water column requires 0 air leakage testing. SYSTEM_SPECIFIC C403.4.3.5 Mechanical Reduce flow in pumping systems >10 hp to multiple chillers or boilers when others are shut SYSTEM SPECIFIC C403.4.3.3.3 down. Mechanical Two -position automatic valve interlocked to shut off water flow when hydronic heat pump with pumping system >10 hp is off. SYSTEM SPECIFIC 0403.4.6 Mechanical Condenser heat recovery system that can heat water to 85 OF or provide 60% of peak heat rejection is installed for preheating of service hot water in 2417 facility, water cooled systems reject 6 MMBtu, SHW load > 1 MMBtu. SYSTEM SPECIFIC C403.4.7 Mechanical Hot gas bypass limited to: 0 240 kBtu/h — 50% 240 kBtu/h — 25% SYSTEM SPECIFIC C403.2.4.2 Mechanical Heating and cooling to each zone is controlled by a thermostat control. Minimum one humidity control device per installed humidification/dehumidification system. SYSTEM SPECIFIC C403.2.4.3.3 Mechanical Systems include optimum start controls. 0 13 0 SYSTEM_SPECIFIC C403.2.4.1.1 Mechanical Heat pump controls prevent supplemental electric resistance heat from coming on when not needed. SYSTEM SPECIFIC C404.3 Mechanical Public lavatory faucet water temperature <=110°F. SYSTEM SPECIFIC C404.5 Mechanical All piping in circulating system insulated 110 SYSTEM —SPECIFIC C404.5 Mechanical First 8 It of outlet piping is insulated SYSTEM_SPECIFIC C404.5 Mechanical All heat traced or externally heated piping 1-1 11 El insulated SYSTEM_SPECIFIC C404.6 Mechanical Controls are installed that limit the operation of a recirculation pump installed to maintain temperature of a storage tank. SYSTEM_SPECIFIC C404.7.1 Mechanical Pool heaters are equipped with on/off switch and no continuously burning pilot light. SYSTEM_SPECIFIC C404.7.3 Mechanical Vapor retardant pool covers are provided for heated pools and permanently installed spas. SYSTEM C404.7.2 Mechanical Time switches are installed on all pool heatersSPECIFIC and pumps. Testing C408.2.3.2 Mechanical HVAC control systems have been tested to ensure proper operation, calibration and adjustment of controls. EnergyGauge Summit® Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 Florida Building Code, Fitch Edition (2014) - Energy Conservation IECC 2012 - Total Building Performance Compliance Option 7/21/2017 Page 11 of 12 PREPARED BY MAGGIE SIMS RESNET RATER #4557900 ENERGYCALCS.NET 386-775-0908 Mandatory Additional C406 Project Efficient HVAC performance, efficient lighting ® system, or on -site supply of renewable energy consistent with what is shown the approved plans. Insulation C402.2.8 Project Bottom surface of floor structures incorporating 0 radiant heating insulated to > R-3.5. 4. To be checked by Inspector at Project Completion and Prior to Issuance of Certificate of Occupancy Post Construction C408.3 Exterior Lighting Lighting systems have been tested to ensure proper calibration, adjustment, programming, and operation. Post Construction C408.2.5.1 Interior Lighting Furnished as -built drawings for electric power systems within 30 days of system acceptance. Post Construction C303.3,C408.2.5.2 Interior Lighting Furnished O&M instructions for systems and equipment to the building owner or designated representative. Post Construction C408.3 Interior Lighting Lighting systems have been tested to ensure proper calibration, adjustment, programming, and operation. Post Construction 0408.2.5.1 Mechanical Furnished HVAC as -built drawings submitted 0 within 90 days of system acceptance. Post Construction C303.3,C408.2.5.2 Mechanical Furnished O&M manuals for HVAC systems within 90 days of system acceptance. Post Construction C408.2.5.3 Mechanical An air and/or hydronic system balancing report is provided for HVAC systems. Post Construction 0408.2.1 Mechanical Commissioning plan developed by registered 0 design professional or approved agency. Post Construction C408.2.4 Mechanical Preliminary commissioning report completed and certified by registered design professional or approved agency. Post Construction C408.2.5.4 Mechanical Final commissioning report due to building owner 0 within 90 days of receipt of certificate of occupancy. Post Construction C408.2.3.1 Mechanical HVAC equipment has been tested to ensure 11 0a proper operation. Post Construction C408.2.3.3 Mechanical Economizers have been tested to ensure proper operation. EnergyGauge Summit® Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 Florida Building Code, Fifth Edition (2014) - Energy Conservation IECC 2012 - Total Building Performance Compliance Option 7/21/2017 Page 12 of 12 movirefi COMMUNITY CLUBHOUSE SANFORD, FL TRUSS INDEX SHEET GENERAL NOTES AND DESIGN PARAMETERS 1. A SIGNED AND SEALED TRUSS SUMMARY HAS BEEN INCLUDED TO PROVIDE AS AN INDEX OF TRUSS DRAWINGS 2. REFER TO CONSTRUCTION DOCUMENTS FOR TRUSS PLACEMENT 3. DESIGN LOADS: ROOF: 37 PSF (SHINGLE) minimum 45 PSF (TILE) minimum FLOOR: 55 PSF minimum 4. WIND DESIGN LOAD INFORMATION - PER 2014 5TH EDITION FBC, REF. ASCE 7-10) A) BASIC WIND SPEED = 140 MPH(Vult); 108 MPH(Vasd) B) WIND IMPORTANCE FACTOR = 1.00 C) BUILDING RISK CATEGORY = II D) WIND EXPOSURE(ALL SIDES) =B E) INTERNAL PRESSURE COEFFICIENTS ENCLOSED BUILDINGS = +/- 0.18 PARTIALLY ENCLOSED BUILDINGS = +/- 0.55 NOTE: COEFFICIENTS FOR PARTIALLY ENCLOSED STRUCTURES ARE APPLIED WHEN DESIGN OF MEMBER(S) FALLS UNDER ASCE 7-10 DEFINITIONS CLASSIFYING AS SUCH) 5. REFER TO ROOF AND FLOOR DETAILS AT THE END OF THIS BOOK FOR TYPICAL CONNECTIONS AUG 3 0 2017 ®0e`' E. ® o, Bryan E. Dahlka, P- n OE SF°% r FL Lic. No. 81439 g 81439 COPYRIGHT 0. K & M TRUSS S OF P ,- O o0 0, oo®OR®o® P o ° o ZELLWOOD, FL 11DNTA CDNEULTOC A DESIGN sS DiVA OF •X k ASSOCAITBS, INC. CERT. OF AUTHORIZATION N0. 9 77 222 S. WESTYONTE DRIVE ALTANONTE SPRINGS, PL 0 'P1. RECi51"k'n11`t` PHONE: (407)6EI-1 ssom Trail - P.O Box 1138 Zellwood, FI 32738 Main Office:407-880-4551 Fax:407-880-4552 Uplifts Reactions Job #: 170346 Order Date 6/12/2017 Customer Information: Project Information: Name: Contact: Name: HOUSE ACCOUNT Community Clubhouse Address: Address: 3912 Crawley Down Loop City, State, Zip: City, State, Zip: SANFORD,FL Salesman: Designer: Notes: WoodTruss Loading: TC BC LL 20 0 DL 7 10 C-Cust Notes: Region: 13 Oty Span Description Truss Bearingl Bearing2 Bearing3 Bearing4 Height Reaction/Uplift Reaction/Uplift Reaction/Uplift Reaction/Uplift 8 23-11-00 Al 00-07-08 BC100 00-07-08 BC100 06 00 00 5/12 134.4 lbs. each 946 / 0 1047 / 0 10 23-11-00 A2 00-07-08 BC100 00-07-08 BC100 06-00-00 5/12 137.2 lbs. each 1044 / 125 1044 / 124 2 23-11-00 A3 00-07-08 BC100 00-07-08 BC100 05-07-00 5/12 142.8 lbs. each 994-/ 127 994 / 127 2 23-11-00 A4 00-07-08 BC100 00-07-08 BC100 04-09-00 5/12 134.4 lbs. each 994 / 128 994 / 128 2 23-11-00 G1 00-07-08 BC100 00-07-08 BC100 03-11-00 5/12 148.4 lbs. each 2198 / 135 21`98 / 135 3 16-09-00 B1 00-03-08 BC100 00-03-08 BC100 06-01-06 7/12 105.0 lbs. each 741 / 83 741 / 83 1 16-09-00 B2 00-03-08 BC100 14 08-08 BC100 06-01-06 7/12 148.4 lbs. each 236 / 54 1350 / 163 1 16-09-00 B3 00-03-08 BC100 00-03-08 BC100 06-01-06 7/12 99.40 lbs. each 640 / 62 640 / 62 12 06-11-08 EJ7 00-07-08 BC100 00-01-08 NAILED 00-01-08 NAILED 03-11-00 5/12 25.20 lbs. each 367 / 74 139 / 0 181 / 24 4 09-09-05 HJ7 00-09-14 BC100 00-01-08 NAILED 00-01-08 NAILED 03-10-12 3.54/12 51.80 lbs. each 346 / 91 350 / 0 79 / 0 8 04-11-08 CJ5 00-07-08 BC100 00-01-08 NAILED 00 01-08 NAILED 03-01-00 121 / 135/12 19.60 lbs. each 297 / 64 99 / 0 CNN% d 8 02-11-08 CJ3 00 07-08 BC100 00 01 08 NAILED 00 01 08 % 09000 00 Ilk 03 00 5/12 12.60 lbs. each 232 / 54 59 / 0 5 $ 0 d® d 8 00-11-08 CJ1 00-07-08 BC100 00 01-08 NAILED 00-01-0e NAIL D 81439 0° 0r 5-00 5/12 7.000 lbs. each 210 / 72 19 / 0 26V /> 7ATE OF Page 1 of 2 AUG 3 0 201? ® ®° ,. e ® z 0 R®o°° Bryan F. ®ahlke, P. ®°®®®sS ONA-®® FL Lic. No. 81 Job;t1/Ud4bJ-UommunlTy Ulubnouse-111JUbt HL,LUUNI / I11 Value Set: 13B (Effective G/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by RLSC Truss passed check For 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Deflection meets L/240 live and L/180 total load. Creep increase Factor For dead load is 1.50. 11'11"8 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFRRS LAYOUT 140 mph wind, 15.00 Ft mean hqqt, RSCE 7-10, CLOSED bldg, not located within 9.00 Ft From roof edge, RISK CRT II, EXP B, wind TC DL=4.2 psf, wind BC DL-5.0 psf. GC pi 0.18 Wind loads and reactions based on MWFRS with additional C&C member design. a) Continuous lateral restraint equally %aced on member. Or 1x4 #3SRB SPF-S or better "T" reinForcement. BOY len 0.113"x2.5",min.)noils 0 6" 0C. gth of we member. Attached with 8d Box or Gun Bottom chord checked For 10.00 psF non -concurrent live load. RII wind load cases on this truss hove a 1.33 duration Factor. MWFRS loads based on trusses located at least 15.00 Ft. from roof edge. 1114X6 (Rl 23'11" 1114XGiCR) R=946# RL=102/-97# W=7"8 Rigid Surface) PLT. TYP. -WRVE DESIGN CRIT-FBC2014RES/TPI-2007 FT/RT-20X(OX)11010) OTY= 8 TOT 6 R=1047# W=7"8 Rigid Surface) RIGHT RAKE = 1'8"1 SEO = 372823 y= 8 It o REV. 15.02.000.121TSEiEE =0 3315 t crt III filrt 101-t - " '( wzf 4q ` \0EIft 10 WARN N •o READ AND FOLLOW ALL NOTES ON THIS DRAWI sIMPORTRNTa+ FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING T I ERB, TC LL 20.Opsf REF Trueeea agalre xtrame a In fabrloating, hcndling hlppping, lnetolllnp nd broal r andfallowmeiateet .dltlan ae acsl (Bwlding Component Sa'eiy Information, by TPi and WTrg Far FVy proctloea io these Funoil ana. Inatollere hall temporary broal BC_ TC DL 7 OPSF DATE 08-29-2017priorperformingaprovideper U lase noted otheru lee, top hard shall hove properlyy attoahed iruoturol ahaothing and ram ho 1 am R W Ghallhaveproperlytt..h:d Igld oelling. LocotTone Noun For permanent lateral .e lm QbeashallhovebroolnqInatolledpsrBCSIsections83, B7 r B10, oa applicable. Apply 666iii555'''aa.1 h QyOoo 8 C D L 1 0 0 P S fDBlotoftr... d pool{Ion a havn above and an the Jalnt Detolle, unleee noted other, e . q R.Fer to drawings 160R-Z For standard elate naoeltlon:. 'J'{jj Ji' Q ITW Building Component: Group Ina. hall t be a Ible For any de lotion from thle Q cCalame BC LL 0 • 0PSf O/R LEN. 231100 y failure to bw Id the trues In oonformonoe urth ANSI/TPI 1, or For handling, shipping, 1RTT D / bracing of tress.:. " 4Rawonthisdrawinggar00— P.O. Hating this drawing, Indloot.a ooaapionoa of yyno p`('3t' ` R r O STOTLD. J prop For any strwotwe. la ih. raponsl blllty of the Building Dan ign0 per RNBI/TPI 1 gso.2, ngineer Ing responsibility :olely for the design shown. The avltobllltyy and was of this droll N N pia Bpi' D U R . F R C . 1.25 J D B # : 170346 For more information e e thin job ge rol notes pog and thee. web site.: ITWBCG: u u.ltubog.00m: TPI: u a.fpinst.ory: WTCA. u.:bolndustry.00m: ICC: u v.laaca .4 pL S P A C I N G 2 4. 0 '• T Y P E C 0 N N VJ-IVJ VV...... VI I I I l V I VVI IVVJC IIV VJL I IVVVVIV / IL Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bo chord 2x4 SP #2 Webs 2x4 SP #3 Lumber value set "13B" uses design volues approved 1/30/2013 by RLSC Truss passed check For 20 psF additional bottom chord live load in areas with 42"-high x 24"-wide clearance. DeFlectlon meets L/240 live and L/!BO total load. Creep increase Factor For dead load is 1.50. Lo 1 ' 0j-3 1 In1J UeU. r--aU DI —C nLr1IVC JUD UCJIUIVCrt rRUUR111-1 rRUI-I IRU.70 1-Irr( .7 Lr1TUUl 140 mph wind, 15.00 Ft mean hqqt, RSCE 7-10, CLOSED bldg, not located within 9.00 Ft From roof edge, RISK CRT II, EXP B, wind TC DL=4.2 psF, wind BC DL=5.0 psF. GCpi(+/ )-0.18 Wind loads and reactions based on MWFRS with additional C&C member design. a) Continuous lateral restraint equally spaced on member. Or 1x4 #3SRB SPF-S or better "T" reinforcement. 807 length of we member. Rttoched with 8d Box or Gun 0.113"x2.5",min.)nails 0 6" OC. Bottom chord checked For 10.00 psF non -concurrent Ilve load. All wind load cases on this truss have a 1.33 duration Factor. MWFRS loads based on trusses located at least 7.50 Ft. From rooF edge. 1114X6 (R) 23'll" 1114X61 (R) R=1044# U=124# RL=112/-112# W=7"8 R=1D44# U=124# W=7"B Rigid Surface) Rigid Surface) E D LEFT RAKE = 1'8"1 ` RIGHT RAKE 1'8"10 0GEs "m4t/N. SEO = 372820 PLT. TYP. -WAVE DESIGN CRIT-FBC2014RES/TPI-2007 FT/RT-20X(0X)/10(0) O T Y= 10 TO IL = 1 m REV. 15. 02. 0 0 0. 12 1 ;5CFFl1 E 0. 3140 WARN NG ** READ AND FOLLOW ALL NOTES ON THIS ORAW I IMPORTANT## FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING T I1,'o yQ ERB. TC LL 20 . pSf REF Trusses ec)u ire xtreme o In Fob bating, handling hipping, Ineiolling nd brool y fear o and Pollou the I.teet so, onof SCSI (Bullding Component SoI'stye 7 Formation, 6y TPI and ITC*IyFor fr91 yicestothesefunotlons. Inatollere Noll temporary brool BC90. T C DL 7 P s f( DF1TE OB-29-2017 pr prl performing° provide per Unless noted oiherulae, top hard eh.11 have property .tt..h.d tpuotural sheathing and " tom oh shall hove properly ft..h.d Igld ..]ling. Looatlyone houn For perm# nt lateral ee ylni F a meMeCb BC D L 1 0 S rP D R WGshallhovebracingqInatollsdperSCSIs .1]ons B3, r 810, oe oppllooted' Applyy plot h oe F truss d ° #houn above the Jo]nt DetaIle, ens* poal}l and n nt unless noted othervTae. Ref 1 dr u]ngs 180R-Z For et.nd—d slots ^ooeltlone. ITN Bullding Co pan nt, Group Imo. Noll t be p Ible For any devlo"' From ihl yy Failure to build the ]ruse In oonFormanoe vlth ANSI/TPI 1, or For hondlln ehl In nPP9, n6rooing sOF B C L L s ' of iruv, 9. r° / l m 4A ..el on thls drouln or oovsr po8s Ilstin8 thI droulny, Indlootss 000eptonos or pror./#r+of O ® `` T 0 T . L D 37 . O sP 0 / R L E N . 2311GG OUR. FRC . 1.2525 JOB # : 170346 e engineering rssponslbl l l y sol.ly for the dwlgn .houn. TM rvl be N and us* or 2th P dreu'1 14' for any structure I. the roponslbll]ty of the Butldiny Dssl Bner psr ANSI/TPI 1 Sso 2, j eO.S0 + SPACING 2 4 0 " C I`11VFormoreInform.11on e e ihle job a general note, page and iheae u,b j A e, ITWBCG: u u.ltubog.00m: TPI: u ,.tpinvt.org: TDR: .vb.1, vtry.00m: ICC: u u.l...or.. wu. T Y P E le• a Il, Job:L1/UJ4bJ -LommuniT L Llubnouse -HUUSL HLLUUNI / NJ Value Set: 136 (Effective 6/1/2013) Top chord 2x4 SP #2 Bo chord 2x4 SP #2 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by RLSC All wind load cases on this truss hove a 1.33 duration factor. MWFRS loads based on trusses located at least 7.50 ft. from roof edge n In T 1'D"3 i- 10'11-8 1 2' 6 R=994# U=126# RL=106/-106# W=7"8 Rigid SurFoce) LEFT RAKE = 1'8"1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MWRRS LAYOUT 140 mph wind, 15.00 Ft mean hggt, RSCE 7-10, CLOSED bldg, not located within 9.00 Ft From roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psF, wind BC DL=5.0 psF. GCpi (+/-)-0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked For 10.00 psF non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase Factor For dead load is 1.50. 23'11" 10'11"8 1E. t{1ttPj o R=994# U=126# W=7"8 Rigid SurFoce) RIGHT RAKE = 1'8"1 SEO = 372817 PLT. TYP. -WRVE DESIGN CRIT-FBC2014RES/TPI-2007 FT/RT-20X(0X)/10(0) OTY= 2 TOT f$= 2 m REV. 15.02. DDC . 121)SEFEE =0. 3140 rrWARNIN rr READ —AND FOLLOW ALL NOTES ON THIS ORAWW rrIMPORTANTrr FURNISH THIS ORRWING TO ALL CONTRACTORS INCLUDING TW II ERS. CP T C L L 20 O p S 0 R E FTrus.ee squire xireme a In Fabrlaoting, hondling hippping, Installing and brooi o and Ge F. lou the latest edition of SCSI IBW )ding Component go'e tye 1 Formation, by TPI and VTC Far (i(y TC DL % OPSf DATE 08-29-2D17pprractice. Briar to perPormino these Funotlone. Inetollare hall provide temporary braoi per BCS. ow Unlsas not d otharulaa, top hard eh,lI hove prope,Iy ,*taahend etruoturol shoot' l ng and ton hd GIIY shall hove properly ttoohed rigid ceiling. Lo..trono houn For permanent lateral In 0beashallhovebracingqInstalledperCSIaatione83, 87 or 810, as ppliaoble. Rpplyy Blot 4i4h a „ems, BC D L 1 0 0 7 S D R W G le f trues d poelTion ae houn above and on the Joint Dstalls, urise. noted otheruTa . yyi ST ' IjL+ Of 0 O SRefertodrovinga160R-Z For standard elate ^Oeltlone. I B C L L ny^TV Building Component Group Imo. hollOe t be p Ibis For any deviation Fron this-y o b Failure to build the true. In oonPormon with ANSI/TPI 1, or Far handling, shipping, NM1yy`ii / 0 3 7 0 s finoftree ,i(1 @. p TOT . LD . 0/R LEN 2311 oo R ..ol on this drawing or oover page listing thl drouing, Indicates aooeptono: of prof.; NN n4 Fj % 0,, ® englnnring reeponslblllty solely for the design shown. TM sultabl l lty and uss of this drop p09 ` OUR. FRC . 1.25 JOB # : 170346foranystructureIstheresponsibilityoftheBuildlngDesignerperANSI/TPI 1 8-2. For more inF*...tion . , this Job rol note. page and thee. Web site.QITVBCG: u u.itubog.00m: TPI: v,.Ipinot.org: VTCP: u .abolnduary.00m: ICC: u w.ioNA%—V SPACING 24.0" TYPE HIPS t,.. sett I I I So I Joo; L1 /Ud4bl -L ommun i Ty L, I ubhouse -MUUbt HL L.UUN I / 114 Value Set: 13B (EFFective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/30/2013 bg RLSC All wind load cases on this truss hove a 1.33 duration Factor. MWFRS loads based on trusses located at least 7.50 Ft. From rooF edge. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFRRS LRYOUT 140 mph wind, 15.00 Ft mean hggt, RSCE 7-10, CLOSED bldg, not located within 9.00 Ft From rooF edge, RISK CAT IT, EXP B, wind TC DL=4.2 psF, wind BC DL=5.0 psF. GC pi 0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked For 10.00 psF non -concurrent live load. DeFlection meets L/240 live and L/180 total load. Creep increase Factor For dead load is 1.50. 6' 8'11"B lll XG (R) 1113X61(R) r 23'11 R=994# U=12B# RL=91/-91# W=7"8 Rigid SurFoce) LEFT RAKE = 1'8"1 PLT. TYP. -WRVE DESIGN CRIT-FBC2014RES/TPI-2007 FT/RT-20X(OX)/10(0) 6 . R=994# U=128# W=7"8 Rigid SurFoce) RIGHT RAKE = 1'8"1 OTY= 2 TOT F$= 2 REV. 15.02.000.1217SSCFEE=0.38140 p N E. D,q Q® y\ G E Flis WRRNING *4 MAO AND FOLLOW ALL NOTES N HIS OR W I IMPORTANTee FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING T I q grry ERB, TC LL 2O.OPSf REF Trusses squire xtrana a In fob looting, handling hipping, Instal I g nd bra I F1{er and Callao iha latest edition of SCSI [Bullding Component So'ety 7 Formation, bynTPI and VTC fory to thee. Funotlone. Inatollere to braol BC TC DL 7 OPsF DATE DB-29-2017 prootloea prior p.rrarningo shall provide parary par U lees oted otherulea, top hard .doll hove properlyy ottoohed eiruoturol ehao Thing and yf$tom oh hall have properly itoched Igld oelling. LoaatTona houn For perms nt lateral sale ca B C D L O O S r D R W G shall hove broo mp Installed per BCSI a otl one B3, B7 r 810, oe ppl looble. Apply' plot i h oe q, P f Ir... d poelil a houn above .... nd n the Jolnt Detalle, unle.. noted of heruTea. , RaFI to dr uinge 160R-Z For standard elate no.i done. C ITV Bullding Co ponente Group Ina. Noll 1 be P ibl. For any de lotion iron th1 Q® / ny FoiI.. tiru.eee. the twee In aanfornonoa ulth RNSI/TPI 1, or For hondling, shipping, ijto A-TEOF pdJ/= B C L L O O S a ^ 1 TOT. L D . 37. O s f O R L E N . 231100 R e. on thl. drouingg or o 9VPeg. II.tinB }hl. drouing, )ndloat.. 000.ptenoe of proF.a of l engl rnering rapen.lblllty .ol.ly Fer the deslBn .hewn. The wltoblllty and uu of thl. dro 0 For any t'_ture I. the ...pon.l blllty of ih. Bullding Dulgn.r per RNSI/TPI 1 8.0.2. R ` O 00 s,pp0 OUR . F R C . 1 .25 JOB # ' 170346 For Wore InPornotlon e e thle fob gg rol note. pogg and the.., web sites: } ITVBCG: u u.Itubag.00n: TPI: u u.tpin.t.org: LTCR: I.. eboinduetry.00n: ILC: ,..laa.a r.l % N,,, ` SPACING 2 4 .0 " TYPE HIPS Job: L1/Ud4bJ-LommuniTtq U1ubhouse-t-IUUSL HLUUUINI / U1 Value Set: 13B (EFFective 6/1/2013) Top chord 2x6 SP #2 Bot chord 2x6 SP #2 Webs 2x4 SP #3 Lt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' Rt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' Lumber value set "13B" uses design values approved 1/30/2013 by ALSC 140 mph wind 15.00 Ft mean hVg RSCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CHT II, EXP B, win7 fC DL=4.2 psF, wind BC DL=5.0 psF. GCpi (+/-)-0.18 Wind loads and reactions based on MWFRS. Deflection meets L/290 live and L/180 total load. Creep increase Factor For dead load is 1.50. i- 6'11-8 260# 181# 181 E- 10' THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S I Special loads Lumber Dur.Foc.=1.25 / Plate Dur.Foc.=1.25) TC- From 55 pIF at -1.72 to 55 IF at 6.96 TC- From 28 pIF at 6.96 to 28 IF at.16.96 TC- From 55 pIF at 16.96 to 55 IF at 25.63 BC- From 4 pIF at -1.72 to 4 p'IF at 0.00 BC- From 20 pIF at 0.00 to 20 pIF at 6.99 BC- From 10 PIF at 6.99 to 10 pIF at 16.00 BC- From 10 pF at 16.00 to 10 pIF at 16.93 BC- From 20 pIF at 16.93 to 20 pIF at 23.92 BC- From 4 pIF at 23.92 to 4 pIF at 25.63 TC- 260.50 lb Conc. Load at 6.99,16.93 TC- 181.02 lb Conc. Load at 9.02,11.02,12.90,14.90 BC- 489.03 Ib Conc. Load at 6.99,16.93 BC- 139.17 lb Conc. Load at 9.02,11.02,12.90,14.90 Bottom chord checked For 10.00 psF non -concurrent live load. RII wind load cases on this truss have a 1.33 duration Factor 181 jt 181+ 260 6 ' 11 " 14 --{ 23'11- 6'11"8 --i r 6' 11 "14 2'0"6 --j-2' L 10"8 2. ------ -j-2 0 489# 139# 139# 13A 139# 489# R=2198# U=135# W=7"B Rigid SurPcce) ir f` R=2198# U=135# W=7"8 Rigid SurPoce) LEFT RAKE = 1 ' 8"1 ` A 0,,-,om® jyz% RIGHT RAKE 1 ' 8"i e%GE`j SEO = 372854 PLT. TYP. -WRVS DESIGN GRIT-FBC2014RES/TPI-2007 F7/RT-20X[DX)/10(07 OTY= 2 TOTf$= 2 REV. 15. 02. OOC . 1217SCfU_E 0. 3140 WRRNINGIrr READ AND FOLLOW ALL NOTEB ON HIS DRRW I1. e*IMPORTANTee FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING T It ERS. T C L L 2 O. O P S f R E F Tru..ee agulre xirere o In Fobrlooting, hondling hipping, Inaiollinq nd brocl o and Pallov iha Icteat edition of BClSullding Component Sofiety 7 Fornotlonr by TPI and WTC F., F$jtry otiose to these Fun'tlone. Inatollere -hail renporory oroolpg BL9. rTCDL70PSi DATE 08 -29 -20 17ppBrlorperfornlnoprovldaper Unle-- not d otherulee, top hard -hall hove properlyu oft..h.d iruaturol eheo thing and pptton oh shall hove properly ..ached I Id c-iling. L000tTane houn For pernonent lot-rol a yeinl,q('hb- e 64yca B C D L 10 O s F D R W GhallhovebraolnInstalledparBCSIa '.Iona B3, 87 r B10, oe ppllooted Applyy plot o h c SftrussandpoelflohounaboveandntheJointDetail-, unle-- noted otheruTea. eE OfATE P Refer to droving. 160R-Z For e'.-d.rd alote pooeltlone. 00yy © n^ 7W " Iding Conponente Grovp Ina. hall t be p Ible far any davlotlon iron this-y o Q Follvre to the trues In oonfornonoe ulth ANSI/TPI 1, or For hondling, ahlpping, IRRJt nii O O f S6DLLI- n J aln of this-.- page 8 sI P p y R tea on this d^ouingg or ooVer o e Ilelln lhle drouln IndlootN 000e Iona- of rofe TOT. L D . 3 7 O s F 0/A LEN z3110o CUR. F R C . 1.25 J 0 B # : 170346 a engineering reeponelblllty solely for the do Ign -houn. The . Mobilityy and use of th a draJ4/I¢. 'i4 for ony strvoture le iM ruponelblllty of the aulldlng Dn lgner per RNBI/TPI 1 9eo, 2, i, 0'b `` S P AForWore -Forrotion , e this Job gg erol note, p gg and thee. v,b sites: f p pt ITWBCG: u v.ltubog.00n: TPI: u v.tpinot.org: 1TCR: u .nbolnductry.00n: CC: v u.IaaeaFe. Y r9 •- ,` C I N G 2 4. 0" T Y P E HIPS V, - 1J V1, VI I I I H L I VUI IV I luuJL I IuuV VIV I . U1 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bo chord 2x4 SP #2 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by RLSC Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 8'4"B M10 UWU. FRIZ-CU al InC ML71INM JVO JCJ1UlNLM rMUUMMI-I rMUlI IRwJJ nrM J LMTUUI 140 mph wind 15.00 Ft mean hqRt, RSCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CfT II, EXP B, win 7 TC DL=4.2 psF, wind BC OL=5.0 psF. GCpi(i/ )-0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Left and right cantilevers are exposed to wind Bottom chord checked for 10.00 psF non -concurrent live load. RII wind load cases on this truss have a 1.33 duration Factor. 8'4"8 I 1'5"9 } 16'9" 1_ 1'5"9 —{ R-741# U-83# RL-135/-135# W-3"8 R-741# U-83# W-3"8 Rigid Surface) (Rigid Surface) LEFT RRKE = 1 ' 8 " 6 RIGHTGHT RAKE = 1 ' 8 "6EC` IV1P '0 SEO = 372831 PLT. TYP. -WRVE DESIGN CRIT-FBC2014RES/TPI-2007 FT/RT-20X(OX)/l0(0) OTY= 3 T 0 T REV. 15 . 02 . OOC . 121 TCIU_E =0. 4307 WARNING rr READ AND FOLLOW ALL NOTES ON THIS DRRW I aIMPDRTANTrr FURNISH THIS ORRWING TO ALL CONTRACTORS INCLUDING T II> ; ERS. m TC LL 20 . OPSf REF Trueaee egalre .home o In Fob, loot ing, hand Iing hlpping, Inet aI l Inp nd brool o and Follou the loteet edition of SCSI (Building Component So('aty 7 Formation, by TPI and WTC For to thee. Funotiane. Inetoll.ra temporary broo OC TC DL 7 OPSF DATE 08-29-2017 pprr atioee prior performingo ahoII provide 1pp par My Unleee noted otherulee, top hard shall have properlyy ott..h.d truotural eheothing ondeyp;tonm' ho@1 hall have properly ottaohed Igid oelling. LooatTona houn For permanent lateral e I ®hee CaC B C D L 1 0 0 s f D R W Geh.II hove braolnp Installed per BCSI a atlone B3, B7 r 610, oe opplI%b Apply plot to h e0oa f Vi' tee,. , d, trues d poel ion a houn above and n the Joint Detol le, un l ee. noted otheru ee. o drauinge 160R-Z For standard elate neeltlons. 00 QR.F '.W.. nyITW Bul IdI ng Component. Group Ina. hall t be p ibis for any deviation From thle o { AnFailuugr. to build the tru.. In oanformanoa ulth FNE 'TPI 1, or For handling, .hipping, l7 ij ^ Ee f' 0 0 Ci S rBCLLI- 6 (11 pv6 T o T L o . 370 s f G7R LEN . 160900 R awl on ihla drouingQ or oov.r P.S. I Lting }hie drouing, tndloota 000.ptonoo of proP.Vf noT e nInMlnrNOMlbllIti1.1 For the deal n shown. The .uliobl l liy and uH of thl. drolJly d Foe ony atrootupr. la the rreapon yibllityof th g9ullding D.Ilgnr per RN9I/TPI 1 9w.Y. I' ( r0 3 ` D U R . F R C . 1.25 J 0 B # : 170346 For more InFar,,tI on e e thle ,Job eral note. p y and thee. ueb site.: t] tpinei.org: SPACING 24 0 " C 0 N N ITWBCG: u u. rtubog.00m: TPI: u WTCR: u .abolndusiry.00m: ICC: u u.laa.afe.t' L e TYPE e// l r -• Job: (1/Ud`tbJ -1 ommun i Ty 1, l ubhouse F i 111.000N I / bZ THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFRRS LAYOUT Value Set: 13B (Effective 6/1/2013) All plates are 2X4 except as noted. - Top chord 2x4 SP #2 Bot 2x4 SP #2 140 mph wind 15.00 Ft mean At, RSCE 7-10, CLOSED bldq, Located anywhere in chord roof, RISK CAT II, EXP B, wine TIC DL=4.2 psF, wind BC DL=5.0 psP. Webs 2x3 SP #3 GCpi(+/-)=0.18 W1, W2, W3, W4, W5, W7 2x4 SP #3: Wind loads and reactions based on MWFRS with additional C&C member design. Lumber value set "136" uses design values approved 1/30/2013 by RLSC Left and right cantilevers are exposed to wind Gable end supports 8" max rake overhang. Top chord must not be cut or notched. See DWGS S14015ENC100815 & GBLLETIN1014 For gable wind bracing requirements. Bottom chord checked for J0.00 psF non -concurrent live load. r- 8'4-8 6E`Pte-ctT6rti—tee- is t/'2g(p'19va eep ,crease Factor for dead All wind load cases on this truss have a 1.33 duration factor. load is 1.50. T 1'2"12 1 1'5"9 + 16,9" 1'5"9 y{ R=236/-27# U=53# RL-135/-135# W=3-8 R=92plF U=100PIF W=14'8"8 Rigid Surface) (Rigid SurfoceJ LEFT RAKE = 1 ' 8 "6 f+`` E 0.4/1', f` e RIGHT SEOKE=372834 PLT. TYP. WAVE DESIGN CRIT-FBC2014RES/TPI-2007 FT/RT-2OY.(0X)/10(0) OTY= 1 TOTf$= 1 REV. 15.02.00C. 12175C1 E =0. 4307 WARN NGl** REPO AND FOLLOW ALL NOTES ON THIS DRAW IMPORTANT#a FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING T 14.4ERS, T C L L 20. O P s f R E F Trusses squire xtrame a In fobrlooting, hondling hI p,ng, Inetollln nd brocio andfollacthelot.et salt,., of SCSI (Building cam t safiet gnF.,mat,.r, b pp W FQf r. TC DL 7 PSf DATE OB-29 -2017ppat,oae p ,or to pert, o... ngo these Fcnotlone. pI nstollere shall prov,de temporory brad ;per BC6R.y i i. Ur lees noted atherclee, top hard ah.11 hove properlyy .TttaaheondtrPr.tural ehsoth,'ng and tom h shall have o properly tt.chsd rigid ceiling. Lac.t)ons hoc, For permanent lateral e 1 4 bs + B C D L 1 P S F' D R W Gshallhovebroo,ngg Instolled per CSI 9ectione 113, B7 or B1O, os opplioable. Rppl plot i h ce Cab f truss and po.Iilon a hoc, above and on the Jo,nt Oetalle, unl eee noted othsrulgse, ST y( 1/,,J p'! R.F. 1 droI in'. 16OR-Z For ,t,,d,rd Blot' naoelt, rn:. BC LL 0. OPSF ITW Building Component Group Ina. hall t be p Ible for any deviation From thi vlo n Failure to build the trues In oonformonoe w ih ANSI/TPI 1, or for hondling, ehlpping, 119 tt Ing .F tree.... P\% 0 TOT.LD. 37 • sf 0/R LEN. 160900Ree. on thl drawl,g or oover page Ileting thin druuing, Indloatee aooept.noe of proFs yo"no engineering reeponelblllty eolely For the design shown, The eultablllty and use eF this dreWlpp,-,( oitbDUR. FRC. 1 . 2 S J0B # : 170346 Foranyt,—t—. Ie the—ponelb,lity of the Bulid,ng Des"no perN I/TPI 1 For more I,Fo...tion e e this Job g erol notes p and thee. web elt..: V GRBL ITWBCG: .Itubag.. . TPI: cipinst.org: WTCR: sb.1, .try.. . ICC: ........¢j NMI- SPACING 24 . 0 ' T Y P E Il eli0 Job;(1/UU4bJ -LommuniTLA Llubhouse -HUUSL HULUUNI / bd Value Set: 13B (EFFective 6/1/2013) Top chord 2x4 SP #2 Sot chord 2x4 SP #2 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by RLSC Deflection meets L/240 live and L/180 total load. Creep increase Factor For dead load is 1.50. 8'4"8 MWFRS loads based on trusses located at least 7.50 Ft. From roof edge. 0 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFRRS LAYOUT 140 mph wind, 15.00 Ft mean hot, RSCE 7-10, CLOSED bldg, not located within 4.50 Ft From roof edge, RISK CRT II, EXP 8, wind TC DL=4.2 psF, wind BC DL=5.0 psF. GCp i (+/ -) -0. 18 Wind loads and reactions based on MWFRS with additional C&C member design. LeFt and right contilevers ore exposed to wind Bottom chord checked For 10.00 psF non -concurrent live load. RII wind load cases on This truss have a 1.33 duralt ion Factor. 4 4 16,9" R-640# U-61# RL-97/-97# W-3"B R-640# U-61# W=3"8 Rigid SurFoce) (Rigid Surface) i+1#Er11111j 11Ar C' `` SEC = 372828 PLT. TYP. -WAVE DESIGN CRIT-FBC2014RES/TPI-2007 FT/RT-20X.(OX)/10(0) OTY= 1 TOTf'= 1 ea REV. 15. 02. OOC . 121 ;5OFl1_E =0 . 4635 WRRNINGI** REPO AND FOLLOW ALL NOTES ON THIS D RW I sIMPORTRNToo FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING T IAA ERS, m TC LL 20.OPSf REF Trveeee squire ><Treme o in fabricating, hondling hippl g, In i Illnq nd brool 9 andsee fallow the loteet edition of BCSI (Building Camponent So'etye I F m:t' by 7PI and NTGjF r {Fja1y To these funot'ons. Installers hall temporary brool BC50. o TC DL 7 . OPSr DATE 08-29-2017 pp otiose error perFormingo prowl de per Urleee not d otherwise, top hard eholl hove ottooh.d etruotural :heoth'ng and tom h D R W G proper)4 shall hove properly tToohed Igld telling. Looal7one houn For permanent lateral e Inl.,,gfeehovebroalnppBCSIB3, 87 B10, t i 0ei 1 O O S rBCDLPshallinetolIoparaotloneroeoppl'ooble. Rppl pl h o ` F true: nd position o ownabove and on the Joint Detolle, wnleee Hated oth.—Yee.a SReftodwing16OR-Z f standard NTE OFI'j j) Y/ ee C BC L L O O f S ielatenooeltlone. IT Building ComponenteaGroup Inc. hall t be p Ib1, For any deviation From ihly .a o6FalluratobwlldthetruesInoonformonoewithANSI/TPI lr or For hondling, shipping, R t n1 y` Y , I_ TOT.LD. 37.0 sf0/R lsosoo fi a'nggaftrweeee ( R esol on this drou In? or Dover pogs listing this draw Ing, Ind'ootes 000eptonoe of pr no en Inserl roe one IbIl if sold For the deal n shown. The evitablllty and wes of this draFogonyett'uot_* I• ihs ynpon yiblIITy of th ggw lding Designer per RNBI/TPI 1 Sw.2. j S aptGo 1 LEN. CUR . F A C . 1 .25 JOB # : 1703 46 For more InFormatlon e e this fob ral notes pa a and thews web a pee: f } tee C 0 MITWSCG: w w.ltwbog.00mu TPI: u u.lpinet.ory: 11TCR: .obolnd etry.aan: ICC: w w.laaeaFe.g S P A C I N G 2 4. 0" TYPE N Job; ll/UdLfbJ-i-ommun I Ty L I ubnouse -HUUSL HLLUUN I / LJ/ Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bat chord 2x4 SP #2 Webs 2x4 SP #3 Lumber value set "13B" uses design volues approved 1/30/2013 by RLSC All wind load cases on this truss have a 1.33 duration factor. MWFRS loads based on trusses located at least 7.50 Ft. from roof edge. 6'8' THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFRRS LAYOUT 140 mph wind, 15.00 Ft mean hot, RSCE 7-10, CLOSED bldg, not located within IV.50 Ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCp i (+/ -) -0. 18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked For 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for deadloadis1.50. R=181# U=24# RL=80/-23# m c R-367# U-73# W=7"B R=139# NAILED CR i g i d Surface) NAILED 1{Iil r/jd LEFT RAKE = 1 ' 8"1 ` tt\ E. Z,`, t. G ` fie, SEC = 372840 PLT. TYP.-WRVS DESIGN CRIT-FBC2014RES/TPI-2007FT/RT-20X(DX)/10(0) OTY= 12 T07@1L= 1 , REV. 15.02.000.121/SCF6_E=0.7455 WRRNINGI4+* R RD RNO FOLLOW ALL NOTES ON THIS DRAW I IMPORTANT#* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING T I ERB, ' T C L L 20 0 p S f R E FTrueeaeeqwreziremeoInfobrlaating, hondl ing hlppping, Inatolling and brool e o and Follow the latest edition of BCSI (Building Component So'etye Informotlon, by iPI and WTC For y TO DL 7 Of7SP DATE D8-29-2017PotloeepriortoparrormingoThaeefunotIone. InstoIIera hall pro, Ida temporary b I per BC e Unless noted otherui,e, top hard eholl hove properly ottoohed truotural eheo thl g d tom oh hall hove properly ottoohed I id calling. LocatTone h,,n for permanent lot a In Ia921,1, hall hove broom9 Installed per BCSI a co on, B3, B7 r 810, os ppllcable. Rppl4 plot t ae BC D L y O • O P S D R W G F trus, nd poaitlon o houn above and n the Joint Details, unless noted other lee. ST 1/,(^ Refer T dr wing, 1608Z For et.-dord elate positions. I 8 ' " BC LL O • OPSF nyI7W Building Campo nt GBeup Inc. h llDe T b p Ible for any de lotion f m 1hieoJ(f 0. 5 Follure to build the iru In confor an ulth ANSI/TPI 1, or For handling, shipping, it 1i1 4 . .y aingoftrweeee. . n ( QQ v TOT.LD. 37.0 sf O/R LEN. G1108 R feel on this d—ingg or oover page Ileting this drawing, Indlootee 000eptanas of enginsering reeponelblllty solely For The design ,houn. The eultablllty and use of this dra :9p pttt9' i``` D OR .FAG . 1.25 J 0 B # : 170346 ForanystructureIsthernporolbllltyoftheBuildingDesignerperRNBI/TPI 1 gso.2. For more Information e e this fob ge rol notes po a and these web epee: ti} ITYBCGwu. rtubog.aom: TPI: w u.ipinct.org: LTCR: u .aboinduotry.00m: ICC: u w.Iaa,af,.` ,,,. 4 SPACING 2 4 . 0 " TYPE E J ( C K It ee a l Li JVU • 11I -11 VVI`I I'1 VI I I I H u I VUI IVu== 1 I-- 1 IuuuuiV Value Set: 13B (EFFective 6/1/2013) Top chord 2x4 SP #2 Bo chord 2x6 SP #2 Webs 2x4 SP #3 Lt Slider 2x6 SP #2: BLOCK LENGTH = 1.500' Lumber value set "1313" uses design values approved 1/30/2013 by RLSC 140 mph wind, 15.00 Ft mean hoqt, RSCE 7-10, CLOSED bldg, not located within 4.50 Ft from rooF edge, RISK CRT II, EXP B, wind TC DL=4.2 psF, wind BC DL=5.0 psF. GCpi( 4/-)=0.18 Bottom chord checked For 10.00 psF non -concurrent live load. RII wind load cases on this truss have a 1.33 duration Factor. 37# 112 1' 4"4 2'9"15 7 0 1 LEFT RAKE = 2'3"4 I- I1J F, "I I - JVU wGJ-1-1 FRVURrIII J Lrll VV I Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 0 plF at -2.26 to 55 pIF at -0.08 TC- From 2 pIF at -0.08 to 2 pIF at 9.78 BC- From 0 pIF at -2.26 to 4 pIF at -0.08 BC- From 2 pIF at 0.00 to 2 pIF at 9.78 TC- - 37.40 lb Conc. Load at 1.36 TC- 111.87 Ib Conc. Load at 4.18 TC- 242.91 lb Conc. Load at 7.01 BC- 38.34 lb Conc. Load at 1.36 BC- 118.34 lb Conc. Load at 4.18 BC- 198.34 lb Conc. Load at 7.01 Wind loads and reactions based on MWFRS. Deflection meets L/240 live and L/180 totoI rood. Creep increose Factor for dead load is 1.50. 2q3# 2' 9"I5 t_ 2'9"3 38# 118# 196# R= 346# U=90# W=9"14 Rigid SurFace) E. le D,4/r. 1-610 . R= 79# N O M NRILED R= 350# NRILED SEO = 372849 PLT. TYP. -WRVE DESIGN CRIT-FBC2014RES/TPI-2007 FT/RT-20X(0X)/10(0) OTY= 4 TOTf;C= 4 ':;, REV . 15. 02. OOC . 121 TCFl1E =0 . 6395 0* 1,119RNINGI06 READ AND FOLLOW ALL NOTES ON THIS OR IMPORTRNT# o FURNISH THIS DRAWING TO PILL CONTRRCTORS INCLUOINO T INR ERS, 1. 0 1 dfNftlll a wP TC LL 20.OpSf REF Tr.... squire xTr... o In fobrloating, hondling hi ping, Inatollln and broo o and Fau° w the i°Teat eaitlan ae ecsl [Building Component sobs+ye g farnatlan, byy iothesefunctions. Inetollere hall temporary braol BC TC DL 7 . OPSf DATE 08 29 2017 pp otiose error parforningo provide psr Unl... not d otherulee, top hord Bholl hove properly4 attached tr to 1 sheathing and ton h Shall hove properly ttoohed I Id oa ling. Locotione shown for pernonenT 'sterol a In ee ate, 1 0 s r BDDLPD R W G Shall hove broolnpp Installed per SCSI a oTions B3, B7 r 8'I oe ppllooble. Apply ptat T h o F true. d l houn the Jo DeToll.r n,. qy ti po.li on o above and on lnt unless noted otherulee. ,, Ref T dr wings 160R-Z 'orstandard slot. nooeitlone. ITWBu-Ilding Co po nt Group Inc. hall + be pp 11bl, for any deviation iron ihl Failure to build the truce In oonFornonoe ulth flN51/TPI ll or For hondling, ehl pping, " norqd. 0 0 S r BCILLrsing . f +r eses. R eso on this drawl mg or .over page listing this drauing, Indlo.t.. .... ptano. or prof. R t `,y"+ TOT. LD . 37. 0 sf O/R LEN . 90905 D U R . F R C . 1.25 J 0 B # : 170346 OngsneerlinresponslbllstysolelyForthedesignshown. The sultabll styy and use or thin dra For ur any .irwote Is the r sponslbtllty or the Building Designer per ANSI/TPI 1 B 0.2, fj ForWoreInroQuo, e e this rol thee, web epee: tj r 00 00 _ `ice 4iJ_ s SPACING 2 4 . 0 " TYPE H I P _J R C K JobggnotespoggoandITWBCG: uuu.Itubog.00s: TPI: vuu.tpinvt.org: YTCR: uuu..bolnd viry.00n: ICC: uww.I....Fv.b t AIL.' .,kL If e e a lit JOO • 11 / U Dlt01-1-Of9f9Uf 1 I I q U I UUf1VUSe -nUUJG (-1l.l.UUI'4/ 1,J7 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC All wind load cases on this truss have a 1.33 duration factor. t i CRigid Surface) 4'8' IH1S UWIi. 1'KLYHKLU JT IHt MLI'INt JU[3 UtS1GNtK VNIJUNI111 I -HUM IKUSS 111-K'S LAYOUT 140 mph wind, 15.00 Ft mean hggt, ASCE 7-10, CLOSED bldg, not located withi-n w.50 Ft From roof edge, RISK CRT II, EXP B, wind TC DL=4.2 psF, wind BC DL'5.0 psF. GCp i (+/ ) =0. 18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked For 10.00 psF non -concurrent live load. DePIection meets L/240 live and L/180 total Icod. Creep increase Factor For dead load is 1.50. R=121# U=13# RL=61/-21# NAILED NAILED LEFT RAKE = 1 ' 8"1 A Y C`E`S` j SEO = 372808 PLT. TYP. -WAVE DESIGN CRIT-FBC2014RES/TPI-2007 FT/RT-20X(09)/10(0) OTY= 8 T0T51 = 8 ers REV. 15. 02. OOC . 121 TP-F&E =1 .0023 440RNING104 READ AND FOLLOW ALL NOTES ON THIS DRAW eIMPORTAN:oo FURNISH THIS DRAWING TO RLL CONTRACTORS INCLUDING T I ERB, T C L L 20 0 p S fR E FTr.... eqw re xtrama a In fabrlooting, handlIng hlppping, Installing and brocl and Fall u the latest ad, tlon of BCSI (Building Component I tya InFormatlon, by TPI and 4Tf. For 2Ty r pp otloea parlor to performino the.. funotiona. Installers hull provide tamporory brace par BCS14. o TC L 7 Opsr DATE 08-29-2017 Unlaea noted otharuIea, top hard shall hove properlyy attached trsotural sheathing and tom h 0, O O sshallhoveproperlytt..I,. IpId calling. Locot)ona houn For permanent lateral ee Inj,.Fh bee ma B C D L P D R W GohallhovebracingIneTolledperSCSIasleetB3B7rB10appllcabla. Rpply pl t to h c 0firusandpositsohounaboveandntheJointDatolls,aunleae Hated otharu)se.aST O O t-1 SReftdrsinge1608ZForstandardelatePeBitIrB. B C L L I- n4IN Building Components Group Ina. hall t be p Ible Far any devlatlon from Thie(.oa6Collurato -sled Tha t ruse In conformance ulih ANSI/TPI 1, or For handling, shipping, ff j fi al.9 of trusser. d' n °' TOT.LO. 37. 0 sf 0/R LEN. 41108 R sec an thes drowln or cover page listing this drawing, Indicates 000epionoe of proFe no englnsering responslblll y solely For the design shown. The suitabilityy and see of this dro /%,, so i 1.25 J O B #$ 170346foranystruotwreisthereepon0bllltyoftheBuildingDesignerperRNgI/TPI 1 99a.2. I OUR. F A C . For more Information e e 1%. fob ral note. poga and thee. web site.: jITWBCG: w u.Itubag.aam: TPI: u u.tpinat.ary: arca: .ab.induotry.aam: ICC: as of ' w `` S SPACING 24 0" T Y P E J R C K Ilry.rll'l ll1 -1Vl VVI'I I'I VI11 1 Y V I VUI IV VAC IVVJL IVVV VIV VJJ Value Set: 13B (EFFective 6/1/2013) Top chord 2x4 SP #2 Bo chord 2x4 SP #2 Webs 2x4 SP #3 Lumber value set "136" uses design volues approved 1/30/2013 by RLSC RII wind load cases on this truss have a 1.33 duration Factor. I1713 UWU. l"RGrnnLU DI ImL nLr11NL JUa UL.JIUINrm rriuumnirI rnuri InUJJ "Irn a L(1TUU1 140 mph wind 15.00 Ft neon hqqt, RSCE 7-10, CLOSED bldqq, Located anywhere in roof, RISK CHIT II, EXP B, wine TC DL=4.2 psF, wind BC OL=5.0 psF. GCp (+/-)-0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked For 10.00 psF non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase Factor For dead load is 1.50. 2'8' R=564 U=5# RL=43# NAILED ch N NAILED LEFT RAKE = 1 ' 8"1 INVIS+k- 0 SEO = 372805 PLT. TYP.-WRVE DESIGN CRIT-FBC2014RES/TPI-2007 FT/RT-20X(0X)/10(0) OTY= 8 TOTNt— 8 I*, REV. 15.02.000. 121;SCFFEE 1 .3735 WRRNING ++» REPO AND FOLLOW ALL NOTES ON THIS DRAW I IMPORTANT[; FURNISH THIS ORRWINO TO ALL CONTRACTORS INCLUDING T I ER6, T C L L 2 0. O P s F` R E F Trueeea eqw ro xirama a In fobrioating, hondling hippping, lnat."In and b...= a o andcmfollowthelatesteditionofSCSI (Building Component So'etq I form t1dr, by p 4db y to these Funotions. Instollera hall tempororynbrocl BCA 001 TC DL 7 OPsf% DATE 08-29-2017 pp silos. prior performingo provide per Urleae noted otherwise, top hard shall hove properlyy attaohed truoturol sheathing and tom h,y shall have properly ttoch.d I ld oeil1nq Laootio,, ho,n For permanent laterol re. InS,pj' be Mede B C D L 1 O S F` OPSF' R W G hallhovebrocinpGInstalledperSCSIaotioneB3, B7 r B10, oe pplloo6la. Rppl4 plot to h o F tru d 4b. a poelTlon a hawn above and n the Joint Details, unleee noted otherw yea. Refs to drawing. i.11-1 Far standard elate noo.ltlone. ITWBuildingCoponent, Group Ina. hall t be p able for any deviation From ihlea ny Collura to build the trues In oanformonoe with ANSI/TPI 1, or for hondling, shipping, RFl tt y n M Of B C L L 0 . O P S F' bb oingl of this dr. _ i,W(.\ Rpoonthisdrawingorcoverpo8autlnythl droulny, Indloote accept nee of proFa yy!!no @r T 0 T L D 3 7 O s f 0 7 A L E N . 21108 DUR . FAC . 1.25 JOB # : 17C23,46 ginresponelblIIfysolelyForthedeelgneho'n. The eultabl I Ityy and uu of th1 drovy(g -,t+t for any etrwohre in the reeponelbl l lty of the Building Designer per AN B I/TPI 1 Be.. Z. II }-[j 06, p19 !!` SPACING 2 4. 0' TYPE J A C K For more Information ... this job garol note, p g and these ITWBCG: ww.rtwbog..am; TPI: u .1pinat.ar9: uTCR: .ebalnduotry.aam: Icore.p 1: x ` i/ feee[ tl Job; L1 /UdlfbJ-Lommun i Ty L I ubnouse-111_1-5t-ILLUUN I / 1-J1 Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Lumber value set "13B" uses design volues opproved 1/30/2013 by RLSC All wind load cases on this truss have a 1.33 duration Factor. LEFT RAKE = 1'8"1 PLT. TYP. -WAVE DESIGN CRIT-F8C2014RES/TPI-2007 FT/RT-20X.(0X)/10(0) WRRNINGIo• READ AND F LL THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 140 mph wind 15.00 Pt mean hggt, RSCE 7-10, CLOSED bldq, Located onywhere in-^ roof, RISK CAT II, EXP B, win 8 TC DL=4.2 psf, wind 8C DL=5.0 psF.. GCpi (+/-)=0.18 Wind loods and reactions based on MWFRS with additional C&C member design. Bottom chord checked For 10.00 psF non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 8.1 R=-5 Rw=42# U=54# RL=24# NAILED NAILED Ill 1l $$., 0# Egg; OTY= 8 TOTFZ!= 8 IMPORTANTN FURNISH THIS ORRWINO TO ALL CONTRACTORS INCLUDING TNCIh A Trusses squire xtrame a In Fobrloating, hondling h'Ppinq, metal Ind broal 9 I I. the latest edit)an aF SCSI (Building Component So%stys I Formation, by TPI and YTGvy For f otiosepriortoperformingathesernatlone. Installers hall provide temporary braoI :per BCE IseenotedotherWlea, top hard shall have properlyy attached iruoturol sheathing and tom hi III have properly ttaahsd I id aeil ing. LocatTono houn For permanent lateral roe In all have braolnq Installed per SCSI s otIons 83, B7 r B10, a pp11%bie. Rppl4y plot t l truce nd position o hoWn oboes and on the Jo lnt Detolle, unless noted otherwise. to drawings 160R Z For standard elate pooeltlons. INBuildingComponent' Group Ina. hall t be p able for any deviation From thieo 1 Fol lure to build the truce In oonPormanoe arth ANSI/TPI 'or For hondling, shipping Rswl ing aFon trvthl• da'e'ra. awinggoroowrpogoIUtirigthisdrawing, Indiootq 000eptonoa of proFarf nod Shearing rospons lbilitysolelyForthedesignshown. The sultab11 ltyy and un of thla dro I,ypp. any tr-t—. is the responsibility of the Building Designer par ANBI/TPI 1 8ao.2, 7 For more informotion ' ' this job g rat notes poga and these ae6 'i tee: ITWBCG: w.ltabog. 00m: TPT: uuu.tpinet.org: IITCR:—w—looindu.trg.00,: ICC: uw.iaoearo is. and SEO = 372802 REV. 15.02. 000.1217SCfH_E 2.1814 S sian TE Of Goo* °' A TC LL 20 . OPsf REF TC DL 7. OPsf DATE BC DL 10. Opsf BC LL 0. Opsf TOT.LD. 37. 0 sf 08-29-2017 DRWG O/A LEN. 1108 DUR . FAC . 1. 25 JOB # : 170346 SPACING 24.0" TYPE JACK I I 1 [ e . LLJH1JIINU l.Kl I LK10 C C d- 0r" m 60' 00 F--7'1" 45'10"8 LO M 22' + 15' + -23' 1 3 5 D 3 1 TOP CHORD LIVE LOAD p.s.f. TOP CHORD DEAD LOAD p.s,f. BOTTOM CHORD LIVE LOAD ps,f. BOTTOM CHORD DEAD LOAD p,s,f, TOTAL LOAD p.s,f, DURATION FACTOR WIND STANDARD WIND SPEED mph BUILDING EXPOSURE BUILDING TYPE AA --I - m mli CC CONTRACTOR 3912 Crawley Down Loop J B#170346 DRAW:Ms EVALUATION REPORT GAF 1 Campus Drive Parsippany, NJ 07054 PERMIT #_ EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 01506.01.08-1121 FL10124-1119 Date of Issuance: 01/03/2008 Revision 21: 08/26/2016 SCOPE: ' This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5th Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: GAF Asphalt Roof Shingles LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. TrinityJERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity I ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then. it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 6. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, a,a., r..,ps`' P.E. on 08/26/2016. This does not serve as an electronically signed document. Signed, sealed hardcopies have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. Trinity IERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity I ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. TRINITY ERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: GAF Asphalt Roof Shingles, as produced by GAF, 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. 2. STANDARDS: Section Property Standard Year 1507.2.4, R905.2.3 Physical Properties ASTM D1970 2009 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158 2008 1507.2.7.1, R905.2.6.1 Wind Resistance TAS 107 1995 3. REFERENCES: Entity Examination Reference Date GAF (PDM 1915) Letter of Equivalency Seal -A -Ridge Impact Resistant IR 01/13/2012 PRI (TST 5878) Physical Properties GAF-025-02-01 03/27/2002 PRI (TST 5878) ASTM D3462 GAF-059-02-01 09/02/2004 PRI (TST 5878) ASTM D3462 GAF-080-02-01 05/25/2005 PRI (TST 5878) Physical Properties GAF-324-02-01 12/01/2011 PRI (TST 5878) Wind Driven Rain GAF-407-02-01 01/21/2013 UL (TST 1740) ASTM D3462 93NK6295 11/29/1993 UL (TST 1740) ASTM D3462 99NK43835 01/12/2000 UL (TST 1740) TAS107 94NK9632 03/29/2000 UL (TST 1740) ASTM D3462 01NK06632 02/02/2001 UL (TST 1740) ASTM D3161, TAS 107 01NK9226 05/21/2001 UL (TST 1740) ASTM D3161 01NK37122 12/18/2001 UL (TST 1740) ASTM D3462 OINK37122 12/19/2001 UL (TST 1740) ASTM D3161, TAS 107 02NK12980 04/10/2002 UL (TST 1740) ASTM D3161, TAS 107 02NK30871 09/09/2002 UL (TST 1740) ASTM D3161 03CA5367 03/11/2003 UL (TST 1740) ASTM D3462 03NK26444 10/17/2003 UL (TST 1740) ASTM D3462 04NK13850 06/07/2004 UL (TST 1740) ASTM D3161 04NK13850 06/23/2004 UL (TST 1740) ASTM D3161 04NK30546 03/10/2005 UL (TST 1740) ASTM D3462 04NK22009 05/06/2005 UL (TST 1740) ASTM D3161 04NK22009 05/09/2005 UL (TST 1740) ASTM D3462 05NK27924 02/10/2006 UL (TST 1740) ASTM D3161 05NK27924 02/11/2006 UL (TST 1740) ASTM D3161,D3462 06CA18077 06/05/2006 UL (TST 1740) ASTM D3161,D3462 06CA18074 06/16/2006 UL (TST 1740) ASTM D3161,D3462 06CA35251 10/18/2006 UL (TST 1740) ASTM D3462 06CA31603 12/01/2006 UL (TST 1740) ASTM D3161,D3462 06CA41095 12/27/2006 UL (TST 1740) ASTM D3161 07NK05228 03/13/2007 UL(TST 1740) ASTM D3161 06CA31611 04/04/2007 UL (TST 1740) ASTM D3161 06CA61148 04/09/2007 UL (TST 1740) ASTM D3161,D3462 07CA31742 11/08/2007 UL (TST 1740) ASTM D3161, D7158, D3462 08CA06100 03/13/2008 UL(TST 1740) ASTM D3161,D3462 07CA55908 04/01/2008 Exterior Research and Design, LLC. Evaluation Report 01506.01.08-1121 Certificate of Authorization #9503 FL10124-R19 Revision 21: 08/26/2016 Page 2 of 6 TRINITY ERD Entity Examination Reference Date UL (TST 1740) ASTM D3161,D3462 09CA10592 03/26/2009 UL (TST 1740) ASTM D3161,D3462 09CA06856 05/15/2009 UL (TST 1740) ASTM D3161, D7158, D3462 09NK06647 08/01/2009 UL (TST 1740) ASTM D3161, D7158, D3462 09CA27281 08/27/2009 UL (TST 1740) ASTM D3161, D7158, D3462 1OCA35554 03/05/2010 UL (TST 1740) ASTM D3161,D7158,D3462 1OCA13686 05/15/2010 UL (TST 1740) ASTM D3462 10CA07264 05/27/2010 UL (TST 1740) ASTM D3462 1OCA11953 10/29/2010 UL (TST 1740) ASTM D3161,D7158,D3462 10NK11951 10/30/2010 UL (TST 1740) ASTM D3161,D7158,D3462 IONK12070 11/04/2010 UL (TST 1740) ASTM D3161,D7158,D3462 08CA06100 01/30/2010 UL (TST 1740) ASTM D3161,D7158,D3462 10CA53934 03/31/2011 UL(TST 1740) ASTM D3161,D7158,D3462 11CA48924 10/22/2011 UL (TST 1740) ASTM D3161,D7158,D3462 11CA47919 12/03/2011 UL (TST 1740) ASTM D3161,D7158,D3462 11CA48408 12/08/2011 UL (TST 1740) ASTM D3161, D7158, D3462 11CA48725 12/09/2011 UL, LLC. (TST 9628) ASTM D3462 12CA34891 10/12/2012 UL, LLC. (TST 9628) ASTM D3161,D7158,D3462 12CA58151 02/15/2013 UL, LLC. (TST 9628) ASTM D3161 12CA38083 02/26/2013 UL, LLC. (TST 9628) ASTM D3161 13CA32332 06/18/2013 UL, LLC. (TST 9628) ASTM D3161 13CA37934 08/02/2013 UL, LLC. (TST 9628) ASTM D3161,D7158,D3462 4786875675 07/17/2015 UL, LLC. (TST 9628) ASTM D3161,D7158,D3462 4787434542 05/17/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Mobile, AL 12/28/2015 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Myerstown, PA 02/23/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Tuscaloosa, AL 02/26/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Michigan Cty, IN 03/02/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Shafter, CA 02/18/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Savannah, GA 02/24/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Minneapolis, MN 02/09/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Mt. Vernon, IN 02/09/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Baltimore, MD 03/01/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Tampa, FL 02/29/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Dallas, TX 02/17/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Ennis, TX 02/03/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Fontana, CA 03/03/2016 4. PRODUCT DESCRIPTION: 4.1 Asphalt Shingles: 4.1.1 Marquis® WeatherMax°, Royal Sovereign® and Sentinel® are a fiberglass reinforced 3-tab asphalt roof shingles. 4.1.2 Camelot°, Camelot® Il, Fortitude'", Glenwood", Grand Canyon°, Grand Sequoia®, Grand Sequoia® IR, Grand Sequoia° ArmorShield'", Monaco®, Sienna®, Timberline° American Harvest°, Timberline® ArmorShield'"° II, Timberline® Natural Shadow', Timberline HD®, Timberline® Cool Series°, Timberline Ultra HD® and Woodland® are fiberglass reinforced, laminated asphalt roof shingles. 4.1.3 Slateline® is a fiberglass reinforced 5-tab asphalt roof shingle. 4.2 Hip & Ridge Shingles: 4.2.1 Seal -A -Ridge® Ridge Cap Shingles, Seal -A -Ridge® IR Impact -Resistant Ridge Cap Shingles, Seal -A -Ridge® ArmorShield'"^ Ridge Cap Shingles and Timbertex® Premium Ridge Cap Shingles are fiberglass reinforced, hip and ridge asphalt roof shingles. Exterior Research and Design, LLC. Evaluation Report 01506.01.08-R21 Certificate of Authorization #9503 FL10124-R19 Revision 21: 08/26/2016 Page 3 of 6 TRINITY ERD 4.3 Accessory Starter Strips: 4.3.1 Pro -Start® Eave/Rake Starter Strip Shingles and WeatherBlocker'" Premium Eave/Rake Starter Strip Shingles are starter strips for asphalt roof shingles. 4.3.2 QuickStart® Peel & Stick Starter Roll is a is a mineral -surfaced, fiberglass -reinforced, self -adhering SBS modified bitumen starter strip, nominal 9-inch x 33 ft roll, for use with asphalt shingles with exposure of 6- inch or less. 4.3.3 StarterMatchl" Sharter Strip Shingles are color -coordinated starter strips for use with Grand Canyon® and Grand Sequoia° series asphalt shingles. StarterMatch'" are installed as the second starter for Grand Canyon' and Grand Sequoia° series installations. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. S.2 This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Wind Classification: 5.4.1 The GAF asphalt shingles noted in Section 4.1 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 use in all wind zones up to Vasd = 150 mph (VI, = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 The GAF hip & ridge shingles noted in Section 4.2 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 use in all wind zones up to Vasd = 150 mph (Vuit = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.3 Classification by ASTM D7158 applies only to exposure category B or C, as defined in FBC 1609.4.3, and a mean roof 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. 5.5 All products in the roof assembly shall have quality assurance audit in accordance with the Florida Building Code and F.A.C. Rule 61G20-3. 6. INSTALLATION: 6.1 Underlayment: 6.1.1 Underlayment shall be acceptable to GAF and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. 6.2 Starter Shingles or Starter Strip: 6.2.1 Installation of Pro -Start Eave/Rake Starter Strip Shingles, WeatherBlocker Premium Eave/Rake Starter Strip Shingles and QuickStart Peel & Stick Starter Roll shall comply with the GAF current published instructions. 6.3 Asphalt Shingles: 6.3.1 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: Camelot, Camelot Il, Grand Canyon, Grand Sequoia, Grand Sequoia IR, Grand Sequoia ArmorShield, and Woodland require minimum five (5) nails per shingle. Slateline requires minimum six (6) nails per shingle. Exterior Research and Design, I.I.C. Evaluation Report 01506.01.08-1121 Certificate of Authorization #9503 F1.10124-1119 Revision 21: 08/26/2016 Page 4 of 6 TRINI1Y ERD 6.3.2 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.3.3 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are required. Contact the shingle manufacturer for details. 6.4 Hip & Ridge Shingles: 6.4.1 Installation of Seal -A -Ridge Ridge Cap Shingles, Seal -A -Ridge IR Impact -Resistant Ridge Cap Shingles and Seal - A -Ridge ArmorShield Ridge Cap Shingles shall comply with the manufacturer's current published instructions with a minimum two (2) nails, minimum 3/8-inch head diameter, per shingle and nominal 0.25-inch diameter beads of Henkel "Loctite PL S30 Roof & Flashing Sealant". 11.5 Sealant 1" (292 mm) 1" Sellante 25 mm) (25 mm) Enduit d'6tanch646 12" Nail ( 305 mm) Clavo 6 5/8" - 7 5,18" Clouer 168 - 194 mm) 0 12" 305 mm) 6.4.2 Installation of Timbertex Premium Ridge Cap Shingles shall comply with the manufacturer's current published instructions with a minimum two (2) nails, minimum 3/8-inch head diameter, per shingle and beads of Sonneborn NP1 Gun Grade Polyurethane Sealant or Henkel PL Roofing and Flashing Sealant. 25 Rill",+. i'it t;tt t!'Ct{'C.t'1Ci'EfC all C ave; F s.er I',2f1 tv;r l; 121 t SvS i'±ne 6.4.3 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. Exterior Research and Design, LLC. Evaluation Report 01506.01.08-R21 Certificate of Authorization #9503 FL10124-R19 Revision 21: 08/26/2016 Page 5 of 6 TRINITY ERD 7. LABELING: 7.1 Labeling shall be in accordance with the requirements 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. 8. 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 61G20-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC — QUA9625; (847) 664-3281 END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report 01506.01.08-R21 Certificate of Authorization #9503 FL10124-1119 Revision 21: 08/26/2016 Page 6 of 6 Florida Building Code Online Page 1 of 2 i I BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search Product Approval USER: Public User Product Approval Menu > Product oi_Appl nation Searh > Afc: ,Jfl List > Application Detail FL # FL10124-R19 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer GAF Address/ Phone/Email 1 Campus Drive Parisppany, NJ 07054 800) 766-3411 mstieh@gaf. com Authorized Signature Robert Nieminen lindareith@trinityerd. com Technical Representative Beth McSorley (current) Address/ Phone/Email 1 Campus Drive Parsippany, NJ 07054 973) 872-4421 bmcsorley@gaf. com Quality Assurance Representative Address/ Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 03/03/2018 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL10124 R19 COI 2016 01 COI Nieminen.odf Standard Year ASTM D1970 2009 ASTM D3161 2009 ASTM D3462 2009 ASTM D7158 2008 TAS 107 1995 http:// www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquracBeVCbdM... 1/ 19/2017 Florida Building Code Online Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 08/26/2016 08/26/2016 08/30/2016 10/13/2016 FL # Model, Number or Name Description 10124.1 GAF Asphalt Roof Shingles Fiberglass reinforced 3-tab, laminated, 5-tab and hip/ridge asphalt shingles Limits of Use Installation Instructions Approved for use in HVHZ: No FL10124 R19 II 2016 08 FINAL ER GAF Asphalt Shingles FL10124-R19.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER, Section 5. Evaluation Reports FL10124 R19 AE 2016 08 FINAL ER GAF Asphalt Shingles FL10124-R19.pdf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Credit Card Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquracBeVCbdM... 1 / 19/2017 a 5E W LU M Project Name: POOL HOUSE Project Title: KENSINGTON RESERVE Address: 3912 CRAWLEY DOWN LOOP Enter Address here State: FL Zip: 32773 Owner: Enter Owner's name here EnergyGauge Summit@ v5.20 INPUT DATA REPORT Proiect Information Orientation: 0 Deg Clockwise. Walls & Windows will be rotated accordingly Building Type: Office Building Classification: New Finished building No.of Stories: 1 GrossArea: 688 SF Zones No Acronym Description Type Area Multiplier lsfl Total Area lstl 1 PrOZo I Zone 1 CONDITIONED 687.8 1 687.8 Spaces No Acronym Description Type Depth frl Width Height Multi Total Area lftl IN plier isfl Total Volume lctl 7/21/2017 EnergyGauge Summit® v5.20 1 In Zone: PrOZol 1 PrOZo1Spl Zo0Sp1 Fellowship Hall 14.33 48.00 8.00 1 687.8 5502.7 Lighting No Type Category No. of Watts per Power Control Type No.of Luminaires Luminaire [W] Ctrl pts In Zone: PrOZol In Space: Pr0Zo1Sp1 l Compact Fluorescent General Lighting 8 32 256 Manual On/Off 1 Walls (Walls will be rotated clockwise by building rotation value) No Description Type Width H (Effec) Multi Area Orientation Conductance Heat Dens. R-Value ftl IN plier [sf] Btu/hr. sf. F] Capacity lb/cfI [h.sf.F/Btu] Btu/sf.F] In Zone: Prozot 1 PiOZolWal 5/8" stucco 48 8 1 384.0 SouthEast 0.2067 5.731 34.65 4.8 8"CMU/3/4"1SO BTWN24"oc/.5" Gyp 2 PrOZolWa2 5/8" stucco 34 8 1 269.4 NorthEast 0.2067 5.731 34.65 4.8 8"CMU/3/4"ISO BTWN24"oc/.5" Gyp 3 PrOZolWa3 5/8" stucco 48 8 1 384.0 NorthWest 0.2067 5.731 34.65 4.8 8"CMU/3/4" ISO BTWN24"oc/.5" Gyp 4 PrOZolWa4 5/8" stucco 34 8 1 269.4 SouthWest 0.2067 5.731 34.65 4.8 8"CMU/3/4"ISO BTWN24"oc/.5" Gyp 7/21/2017 EnergyGauge Summit® v5.20 Windows (Windows will be rotated clockwise by building rotation value) No Description Orientation Shaded U SHGC Vis.Tra W H (Effec) Multi Total Area Btu/hr sf F] IN IN plier sq In Zone: PrOZol In Wall: Pr0Zo1Wa1 1 PrOZolWalWil SouthEast No 0.6000 1 1 3 6 6 96.1 In Wall: Pr0Zo1Wa2 1 PrOZol%2Wi1 NorthEast No 0.6000 1 1 3 6 3 48.1 In Wall: Pr0Zo1Wa3 1 PrOZolWa3Wi1 NorthWest No 0.6000 1 1 3 6 4 64.1 Doors No Description Type Shaded? Width H (Effec) Multi Area Cond. Dens. Heat Cap. R-Value ftl [ft] plier slj [Btu/hr. sf. F] Ib/cf] [Btu/sf. F1 h.sf.FBtu] In Zone: Pr9Zol In Wall: Pr0Zo1Wa2 1 PrOZOlWa2Drl Solid core flush No 3.00 7.00 1 21.0 0.3504 0.00 0.00 2.85 2.25) In Wall: Pr0Zo1Wa4 1 PrOZolWa4Drl Solid core flush No 3.00 7.00 2 21.0 0.3504 0.00 0.00 2.85 2.25) Roofs No Description Type Width H (Effec) Multi Area Tilt Cond. Heat Cap Dens. R-Value ft] IN plier sf] deg] [Btu/hr. SE F] Btu/sf. F1 lb/cf] h.sf.F/Btu] In Zone: PrOZol 1 PrOZoIRfl ShngVI/2"WD 48.00 14.33 1 687.8 0.00 0.0320 1.50 8.22 31.2 Deck/WD Truss/9" Batt/Gyp Brd 7/21/2017 EnergyGauge Summit® v5.20 Skylights No .Description Type U SHGC Vis.Trans W H (Effec) Multiplier Area Total Area Btu/hr sf F] ft] IN Sf] [Sf] In Zone: In Roof: Floors No Description Type Width H (Effec) Multi Area Cond. Heat Cap. Dens. R-Value Vt] [ft] plier [sf] [Btu/hr. st Fl [Btu/sf. Fj [lb/cfj jh.sEF/BtuJ In Zone: PrOZol 1 PrOZ01F11 1 ft. soil, concrete 48.00 14.33 1 687.8 0.2681 34.00 113.33 3.73 floor, carpet and rubber pad Systems PrOSyl System 1. Constant Volume Air Cooled Split No. Of Units 1. System < 65000 Btu/hr Component Category Capacity Efficiency IPLV 1 Cooling System 24000.00 14.00 8.00 2 Heating System 17500.00 1.00 3 Air Handling System -Supply 800.00 0.30 4 Air Handling System - Return 800.00 0.30 5 Air Distribution System (Sup) 6.00 6 Air Distribution System (Ret) 6.00 7/21/2017 EnergyGauge Summit® v5.20 Plant Equipment Category Size Inst.No Eff. IPLV El Water Heaters W-Heater Description Capacity Cap.Unit I/P Rt. Efficiency Loss Ext-Lighting Description Category No. of Watts per Luminaires Luminaire Area/Len/No. of units sVft/No] Control Type Wattage W] Piping No Type Operating Insulation Temperature Conductivity F] [ Btu-in/h.sf.F] Nomonai pipe Diameter in] Insulation Is Runout? Thickness in] El Fenestration Used Name Glass Type No. of Glass SHGC VLT Panes Conductance jBtu/h.sf.F] ASHULB1ocicAll User Defined 1 0.6000 0.5900 0.5600 Frm 7/21/2017 Energ_yGauge Summit® v5.20 Materials Used Mat No Acronym Description Only R-Value RValue Thickness Conductivity Density SpecificHeat Used h.sf.FBtu] IN Btu/h.ft.F] Ib/cf] Btu/Ib.F] 187 Mat] 187 GYP OR PLAS No 0.4533 0.0417 0.0920 50 0.2000 BOARD,1/21N I78 MatI178 CARPET W/RUBBER PAD Yes 1.2300 265 Matl265 Soil, 1 ft No 2.0000 1.0000 0.5000 100 0.2000 48 Mat148 6 in. Heavyweight concrete No 0.5000 0.5000 1.0000 140 0.2000 268 Mat1268 0.625" stucco No 0.1302 0.0521 0.4000 16 0.2000 42 Matl42 8 in. Lightweight concrete No 2.0212 0.6670 0.3300 38 0.2000 block 269 Mat1269 75" ISO BTWN24" oc No 2.2321 0.0625 0.0280 4 0.3000 12 Mat112 3 in. Insulation No 10,0000 0.2500 0.0250 2 0.2000 23 Mat123 6 in. Insulation No 20.0000 0.5000 0.0250 6 0.2000 279 Mat1279 Solid core flush (2.25") Yes 2.8537 81 Matl81 ASPHALT -ROOFING, Yes 0.1500 ROLL 244 Mat1244 PLYWOOD, 1/21N No 0.6318 0.0417 0.0660 34 0.2900 Constructs Used No Name Simple Massless Conductance Heat Capacity Density RValue Construct Construct [Btu/h.sf.F] Btu/s£F] Ib/cf] h.sf.FBtu] 1011 5/8" stucco /8"CMU/3/4"ISO No No 0.21 5.73 34.65 4.8 BTWN24"oc/.5" Gyp Layer Material Material Thickness Framing No. ft] Factor 1 268 0.625" stucco 0.0521 0.000 2 42 8 in. Lightweight concrete block 0.6670 0.000 3 269 .75" ISO BTWN24" oc 0.0625 0.000 4 187 GYP OR PLAS BOARD,1/21N 0.0417 0.000 7/21/2017 EnergyGauge Summit® v5.20 Simple Massless Conductance Heat Capacity Density RValue No Name Construct Construct Btu/h.sf.F] Btu/sEF] Ib/cf] h.sf.F/Btul 1038 ShngVI/2"WD Deck/WD Truss/9" Batt/Gyp No No 0.03 1.50 8.22 31.2 Brd Layer Material Material Thickness Framing No. N Factor I 81 ASPHALT -ROOFING, ROLL 0.000 2 244 PLYWOOD, 1/21N 0.0417 0.000 3 12 3 in. Insulation 0.2500 0.000 4 23 6 in. Insulation 0.5000 0.000 5 187 GYP OR PLAS BOARD,1/21N 0.0417 0.000 No Name Simple Massless Conductance Heat Capacity Density RValue Construct Construct Btu/h.sf.F] Btu/sf.F] lb/cf] h.s£FBtu] 1057 1 ft. soil, concrete floor, carpet and rubber pad No No 0.27 34.00 113.33 3.7 Layer Material Material Thickness Framing No. ft] Factor 1 265 Soil, 1 ft 1.0000 0.000 2 48 6 in. Heavyweight concrete 0.5000 0.000 3 178 CARPET W/RUBBER PAD 0.000 Simple Massless Conductance Heat Capacity Density RValue No Name Construct Construct lBtu/h.sf.:F] Btu/sf.FJ lb/cf] h.sf.FBtu] 1058 Solid core flush (2.25) No Yes 0.35 2.9 Layer Material Material Thickness Framing No. ftJ Factor 1 279 Solid core flush (2.25") 0.000 7/21/201.7 EnergyGauge Summit® v5.20 7 OFFICE a,un2le• the beautiful door PERMIT it /7_ o_/1 73G ENERGY STAR® US Critelria EFFECTIVE 01/01/21Dl5 E Northern North- Central L South -Central r] Southern Note: A complete list of ENERGY STAR Climate Zones by states and country or, where applicable, zip code is available at his_:// www.energystar.gov/in dex.cfm?fuseaction=windows_ doors.search climate ENERGY STAR" Qualification Criteria for Residential Doors Air Leakage for Sliding Doors <_ 0.3 cfm/ff2 Air Leakage for Swinging Doors <_ 0.5 cfm/ff2 Btu/ h ft2.'F 2 Fraction of incident solar radiation Ou• continuing program or prducl lmprov rneni makes speatmations, 1 /1 rJ ENERGY STAR is a registered trademark designandproductderailsubjecttochargewithoulnotice. 2015 Mosonite International Corporation. All Rights Reserved. of U.S. Federal Government. SIDE -HINGED DOOR UNIT INSTALLATION INSTRUCTIONS ade,3 [la.n g1Yr t a' a, , ..mart .m rl grrlYg Ml+^ iz 7 r+rnat4 ' Pxan ar.w nlr arnwroer ..aver nw PW Y nYk.wr Yr Jrrw w-'ItiPlr ra grYgad.Yom C ZI Inma.rl.m wrr.tw :u w Cdrld Fdpe Ah .* ag uep as -1. d14 MY mmea pmadary r,gnmrrg mn amidm+. Ghrtr row Wodl Thi. rymluJ dm,db whm d+n uih dmvN 6c da4d 16, mrrm ldnrt mndnwng 'hiaamlWu+ FLFASB NOTE Fadrun m Inmll m4 uNr N acmNana d: r logo pmFmied it prdm mmuhaum+ Inmuc' JI ba d4m dIm vn de urdv pafiunurce udrw ked taco war. lm,dkr dull be mpmtmad ie pafcmJng+md amJmi and dull M ga:alimd k imulWlnn uoh.m.0 w daaz r,quiad fir des pmlm. Waaavry du;m. va mhjrer rn.;a in.pmimu hi a q+dified manu6eum i rapmenurbn to,saNlA probvbk ^ ,.• aM P:opind mmcJ.e aaim. 113 g I. n rbw lr.f .,Jp'.0 a u e..ual: m.mfiJi.aeu.a n5 Pawn dear da f.diuiry ctdnaom arc ®: T 'Os.dm uaire Tra mud, •g tun. h1.Fr d/a'+de d vz• Fart a+e m. nmaee B.w aimma®dda am :m Illab mood. rr rr .... m hmvvuepme ed..a.apdrt b dam. bv.m uJ:d RO (1/f ideKq:1 The FO rr phmh agmnd 4.d The dd dr 6.mhe b® ®N,dr r®M n wof. hrdiuhm e]he rq ebgedrmgdaw anlu, m.me pwdm ac prgavbdfArw,l ad rraPaid M d mama If d;ni.Ny m4deg pin,. rd p•vpe paawreem V b Step 2: Caulk the Sub -Floor pw v i+gatd Tammany ued udwc iiTi1 F'a PeM r+.gcu..e a hW Pan.:. ue. W.w. ep..d.M'.. Tbc ub.M,,:,rav n dara d,r and Ion: Ibe Wambw6M.,m un e u Imo b' dap w a-Yl16' 4amn mJ a Im: R' dap 6a 691IM" form np„.IlWmglnarmv::.n upmmtm a(mam lem:he.dl wnA PuimR m.mFaau.eWmuvmm. I Brass .WW., r.v,ub+lov 4 aLvduvlr v.m:.l fm I' pp mp,.. dlanon v an:.mfFw.11arua umll rtk wb IL.. it baK dM W IcrJ I I II i I He-2: frg.arFM(n 3vpYAblw mn:.t rdr {r6,[ I[7 VaruJom in,hrt i deign m•Y regWm ma da aJk limy1 be a*N dtrmly m me haamn of da dour wlt m ma.uc a nammr, trmla,-vL Ingm du bmim iFduir unit m confirm It ! m a Bu aurtim hdva oWkurd dc.ub Bmr va APNY cone Id" I - dull: aLir:d da kngm dda ubBour, da fiw lir,mNng appnx;wdy i' Fnrn du indde dge. The liram duuJd fa.bua 'epur. Pevere all paoly avmi.h ead u mils napb ad vow. f5puc S: Srwd.r v rY4.p21b(rdpier m.mwsi bmma.Jrbp.h IFm mLmw.lFyi^MnrlYaa Pigae d Mmc dr:d' u W•wa+cF-'d d.. rd ah 4n w ww rbaup.ay 75j Dmc wh.gvurl.g nulrlple dow pudang)r LI yana aae 6vrin ud mw. dgBml[ w haadk- da a.a mpr,n handle uWwut a.JvnK irmrv6re .uy aaadirrg w des tps 4dtrm rWd dm type la bdng In.dkd. Sam. dm: rrle na a.aBabk M.I rrwima. Fglc douni,, wSWw d..hk xunhG Sap 58. For agmwirmwlddm.Sap 5 A' D m liar apu. hle pwdaOh mnepvabk pa.dl F' D 1Emu D FDj O uu FalkdoorQ. br uea fmmmgtw opmNn pmdJ i. .. _ ...._ ...._. ..._..... ._..... ..... Pepel Sw. oval. w, ir..pgd.dk..,rdr.li,h.re.i HE ail rbaerm{41. c. ]ghr4na.dhglwariaow I I.. .edit rim ao,iddha IoxOle„>dr Fmming ipmN. pad .ah ..n,m....pm.W. p.aiJ I ...ILgnd.. rr r, P.rg{m,bc l.anh wi ua d w dr wr:ih df he dovrwq. wrh dr moles idc of do door M.71 a o 56%You. dk dm dow mu, round Sou (Mi 6). The b,ld...W L u I a aa Rc o.c es Aq (ow r TpIkd,.6 d unm) .hadd ter ap a - nc.1i fda mclw dxLs po w r11( Figva7)ad mould dw Inm du RO ofa b.6 Mnae(Pip. a). ll tl( a pnamirrdmg - ll lIU Flgum S:d' ard __4 .gp _..*._ iiwft Dd.erW r a"JkdrNhvma dip a VIM dedlk dear w,le6k.ru6 one ruldia d.1. am/ ddr/Mira4tl Yvdtla4 d,v Ll YYYgd.,Vpad.ed dad dv a la.n rY fe%a1KSYmt hr:wFrwdJrPma wi:+maPmWcPmB rmdk vYua Saw Jla.emwrruprgda:td.l.liruid dow MaiK dathM lraeBelom TY r &.1 uaa..v,u dV•rY.mddwl-Yr air Vrs..imWr .Y d.w agmarm6Jl wdrwalalerY. How to Plumb the Door EVPvrall dmr tlpo, ;, 4a 9dm do Fvnea in vuli p4ee and Irr:a mind. Q& Jignmcnr udvg dda rued.: Snml vn rbcmmidr dda does. Cbrh dot du a alas-m4rN^B un me 6" iL e 4 e.ml, mmptmi Jung dr mrue hdgln a(da dr+a dab webea any pbrdirg ur gap (Pigwm 9 and IBI. DONOTwlliu de wallm'Wmand 1 durric 13.k:mm br uPrn and le.d m lama pmpn WmW^ ad pnfoemma A dwdw.rwwwtarwwi Haw to Faftn the Door eumal.g, die dos r fis®d r a. abr y A d.afla de Val+ a .Iota. Imde d p'Wa• I ll I Smw lv®dLYof oak pa.abn dnB br pludln nc L) &.(ab6v)eWm if odic co n,h u;:c plmd;n didr Wv) m frame ml& Crux bares be modal a bah mmlomufda Frame .- ma,we. wbm Ah ..m prrpedy - Ilia dh l.- dmda u:t ma c LJ w adn.bm da mmn arc dghtcad and mw,a .L rhm malnrdnlrg do I Is' gap J au da dgc uF dm: pond ad Fwc. V dvc 4 mr rna.®ee Imen rhr a,rn, ad rbim aghmr m rmivdn me I!F W dren mighmn the wrw. egnrt ll Sea.msJa/ akaaA W J,a.b, i:w dr 64 dmi m LL h c,glr des rmtmve du uemamdppagmaue des rya rb as paev m imme ic. Step 5: Shim and Fasten Step 5: Shim and Fasten Step 5: Shim and Fasten Step 5: Shim and Fasten Step 5: Shim and Fasten Step 5: Shim and Fasten I kaw:e mu dart 4 an ain gay w® doe nq d da door•; nn Sbdn .. , rb<rrn, huge acn hde ii me cop hinge (Pninr C e'JN"' in Figure 16) m align da cop Rum ml,.;m ,he dennm hole In do J.b. mirh meMnrrk+al .:d tmm de Bade dim almvyin B C N. m Unm bddd de.rnr hinge aveu hde in inch hinge aPi D W E ,"I]7.B D C kl- raraa. m , d, pmbad dt dia ad nae ak,rad de m,.a hdg6rdda lea. I," beewmd. 6.6 Iab ad a. doa.hbdp ahmru be fma 1. In a ara;gln .i,ud piva Ina mrind). Tu di EDpar t ilru menandberme ddudinany. Dd.0 as d,he Z-t/1' Jung laiglu da dues G amh mmpmud rrKmra, of dab F-....Nry EFme*A•.oco andminD DP Ery d.E imld. m< pun: ng pam:r, duwW nw moo iyrra lkYYiraWrYi:rsawafeaswdYiar....grv. aMo oc,liR'rrpl,r:wzi me mp.:f ef: diir J.b az'rhe halo. a[ all wbm do WLen al+imx arc pmpdy :rvmlld. J+e frame _Wd mr nrme nr ,win A A mdghand .d FIpe12: Gadi.liw4 bmr. r2mn.dLde s.m..y..s- cmannl8 6•P w r IF) Sindwabeleddeddredoor and unm dv IF daabmy ma.emm,. daa u des epming. Slim dglydl' u do bowm Inown me anon and anon o(dm dow uN, (Pane A b Flgw 12). dJm righter m ma;naln Thu will keep du doer mne.cd and the Fungi 60. adaine Flu 1/g' gap. rhrn da rHl. Shim da tap d dre Jma in da b,m .de (Yam b reeigb,en me auxur. in Fq. 121, Im Ll shim. until rhea is a maabm, VB' gap Fjue i4: SNa wrbr:M coed Mrdvin.i:kk boron lM rnp if me dwu t4h .nJ rh fr.rve burden hdr W-+Gn fav t2A Sham me hinds -de d de fora ryNm C In Figun 12). Thi, rill held <h< door J in ;v pe;.m rdWa m me Food Tla der Sham behind du huh -,;de iamb (Palma Fin Fignv IZ) ahmW aprme fade rim nommg ba>Wrm hddiug I, In PLv app-im a, L" Fie de cop ad bamm of me fame Iaeg 4.- CALIMIL IN ma opm Jmr prd Brew dun Y44,- .J undl dart 4 m um IW gap i a the jamb and me adge d da 2-!11'can hoarIoninaagd.( Poinu D. E F be G 6 ng.m 12). dire dabs g da der. Shim li,.d m, 6" -de-.mh(pawnG 1. Figure 1371. abo. n .nd bdir If. ded hat lurk unining dx 1/e' gap ( Figure 141_ Rema.e du worb,r-arippivg wY elm l.pm lPdne. F in Figure 12) and ern 3-111' inmlWbn urrn bl,adm) dvough me pmb ad dIw Ina me irad (i5gw 151. F1pue lS: l.g a+s.rirrau56 airYa.: s.rie m• rPR m Flps 1k F arFa.. r•{ilamdr/rma {JYMpYwdF c... dur5w 6 ar Finn dawmideand rM 6. deadued, corm da de r•m o.vrava a fmmc a ie a maigh .gild Pba (1- rrim:d(. Tu do Na .red mu me umhrtwrppag in do Lad .de i. 1. edF mmprmd.bng nc _ FiguIP—m (of da dour dab . vuhaw anY Pin'hi° g °r B•W •m 9 ud I0). Praaud m Sep b. 0Sod m ds W& efde done and cmra me der in me ipeNr:g. Sym d*dy adobaofmeunit(Poinu A in Fi, e16). T4, ri Yy da lea mftd-d,he forarigiva .du.V Shim du aydd. fvm (a Poirm B In Figure 16). Im d -1 mac 4a IT w bar! de cop d din der dab -1 flame bode. T64 re Ydd do der ugh, In Ira paidun d-, w me hove The doa dew W_ fid, rim _m ,1- colon holding i+ In Pbre. f 1r?rON+ D. netopen abv Putd,m ,dun 30-dAaao+ .W 2-V2' araau lrwb. m imdbd, (Pimv C• D, E h P in Fig- 16). Deer pada wirh gb imem m+Y a woad ma anar. Thu i, norm. Ti mrrm, egging, align me 1vh W. m me find Jmr w1d dmmm In me baler and til1. hbn udv do vvr ham pmdridd halm In du li-dvanddil )-[ulmcowhedAW Sidr fidrbhup+- 1 ado d hn 1.1 d ag rh-Md h Mah w/aae hdv make 'm iGm mf II Im pen A D 11 I J nu m bolo (- de P ). (. hd d,gel due pond a:d engag bole auk:ng w e ,c.d nr m.wgh m aver unk. If urea la .gap 6nrem da rbtehnk ud wmmemdp bkdr uoud dv ova bdr, me hde a dap a"m$r da.al+e., pldakmw tmad, du mmmdd PaopnlY d da n) Shim iBh.Y behid rta vama la;ng, (Y bN do broom barge D F:gua16) Fey ly I daInwePoohItdickill:i Ines me du I.1 be iV Flpue tJ: f q 60, Io W ap 1 .cough d l. Wfdr hr ,he hlrlded' bad lee ipv/i.ihr4f and If dad huilr daa ,we dih ad:!{rw:tr. km¢ faav+mc rum, da moo agmy and dart ag6tan d, nor. ohm SM1c grin arc aigh,md aM :owvaeunk, m4 mainalning mV8' f•P IFdx is mr rrwvmam, bear da cow urd mim rlSMu m mJndn da IR' gap, rbm mp6an da amen. ImmB rw 1-1 n, vow along de head Iamb d d«Ne dwr rYartmr (ar additwd mr d. (Fein. F 7 . 18). 6e in ... above wrm deuh pmd. (Flgwn I] ad I8). sing dc,yphd 2-In' h 16w eeovr. ddw v.rn.. mrmgb du cruu hdm N bom de cop and he,mm hinge on dr op 4 dmr IF.- E I. Figwa 16). dueagh da f. 6 aad du ud. Shim 66md d -1 hirae ucr h.6 in cad f do ana huge PO FrnA,,m16)and aeon Flog daugphd LIR'mvWrbnurn. I al Fipw lg: TYM1e. e Wdv PII.•o i9 rarprrererr. Jida4dihwreymy.d ilyddrdadiam.ydfiwd Flpag Alw.An,yt aafrlLrfaamw l L'h +m da Naafi filk. m p u;m a fla, hind uIe I dmv I TIbai h Le 1 elm Pbi14Pua...aJpu mlkm ,i du dm4d loo.au. Tig Sacra. Runudl pinuc udp (N> uic mip may vd vlmming.) Yram1 m $r,p 6 A A F"Vv A. wli . _Iiiii r.dbakrreaaamv. tAS,adm me NWk dde dmravd moor d+cdma In be vpming. Shim do* a de 1-.mrsv d me der wk (Perm A In Pip, 21). T61a rN key dre dew an 1 and da frue<ught aunt m, rig. 9dm Am wp d da frnrar. Ld.irW me L:.L.JJr..:af: (Pralm a ;o Figure 21). ., ddrna and ,hvc' v a mminmr Iltl' gap betwm doe cop of rhr. npavinp My d.b ant me tome heeler Shlm u me gip d du Fame, blind me hing-:ede Jamb /PWn<C ie Fiwan Zn has mr dma mbr I pm,iv:daun ti dz Fame "Ih dnr doll ipeta " P rim mmiop hw da ddmr hddmg 41a pba. CASIDS7v"': @+ na open d. n: pnrl pfr.,m des 36Jeyin wd 2 I!2'vrwn ha. c hart Inaatlyd (Poinu B, C D. E h F in Figum 201. Fmm,be mmdc and rim du der dowL wove des rM (nine a. -n a . en4W m,mmll. Tn do duo chak mu mc:.vdv w pSnr:g un dr WA ridr h ewJy mmp,erd ilirrg da coda bdg6, oFt6r dui: dab, ..dow any piahlrg a gap (F;gum g ad 9). Ona dray u m ,rrn 1Ig' gap avw me cop dine der dab ad do wadr-ssippl v cemy mmprmd akmg da buglat ddu law del. Pram. r:d da imdlvaa Shim a pow D, E. d F m da pnlmm ddc Fina (Eyre 211. u,nd diem h m nee Il8' gap on hub aide if elm opv.md door del. lhhe dalc agry6d 2 In* wdia.m raaw,,hra m em dde iamb drwdh me chum ad I.nrunc awd Nom.Y•• Flu dow 4 frmey M4hd uu me'Fem+ry Fu:drd flmr Symm' lvfimurbu Por flaming rlwugh mew irahx. fro mrm.a.d mu non-oprnb4 yaa4 TrP:dlr Lmg amarlrr tame as urtd m :nuJl du Mel Irok r,he plot (Sap 6). 4 f•k door The emnd w f.,Pp d cawas nuJld mma da min (e.bL , 7 rraien drM Iamb wtg de.ranr act u,n lade (Figran Z21. TYplatle 6aeg,eadn tcmm uad m'mmB me deadbdrmilsplar (Sap 6). Fo. ury wnA m/r v.r :mn^/aru dmPpPd UW'-a.edrfn, ak6°4Pndr rA.4r Ta+®rd r 112' ram. as r:vruVd mmadb da min (r.alar) tvlia . the Iamb undo du uahr ndpping mmudh the ddm ad inei me a,d appmaimaMr 8' min ak cop and boaam t hhe pvm (Piqua 33). Shan Ionhove ad blow me Jrad holeandddadamppf2' id 3-I inaollulan vein dwughh. theledbrJtm8re p4a (Seep 67. L W'Ian da as Pl.. Inwlld, da dd mrmW n« moo a[ L ,rum aduAm da um lac ..yadmunJwduain:rgt,be llgmwm(rbvcumY mmmm hraenmeavcmanddimtlghmm -v tk IfA' gaP, min «-e;gbm urwa. Plpaeli nd 13: T1ndr{a:prlW!(adwarw. .. br.nur:i.Js L wdmmrpgmianis Fgun H. 4 h mmK1Y armded elm Svu rm.ede.vdsadpryq ware dr P blwpbmeDuume h. Geer 16dr Y tmwr4a11F'hi6 e,wb... . corm pda YrFiNdrlr(sl, 1M'dyaed p%w.bve med.mrarywh irs/ Ids w..bmeer+kde...waeLhpmd Fipw al. t>rta ab i rwIbl1VY rr.ai,dw aa. d.• af iYdbLhdtw:m. did ' m(eudig.eb,dwW viradlamYwYplpn).8r der rrr i rdprddrfd rpr r bra MASONITE. pipet Sk .seal d/e+IM+v Y.is L. Iwdl da dnd belt.'&' pine.[ dr meta babn M da mmlSeum ilmagalan dmfl (Fran 26), Sco« dam, aid, a ",`7 ", ad vup dr ,hl:m don, do n, ear Md d. Hairy trot' Inndur.nruM rh r„p and .en er des d.ar ,rmr in de oriry bnw<ea J,c pelt aM do wall ,rod wuh fibvgiau hl.nkn 'm.damm ;In.,wr J'Il. ImwX d. invuor anNnr m:nr Irv,' arouM the rb,r. ape rr f.i fr a rr.k ra,ar ms.rw.r tar d.. l l I, P°W.: The un d np:v{ahlc type L..m mmmdd u x mry nua d«3o+r la P,. m ^/P: du may bar do d+or Nnpe_dea. pah de L.d:n—W nr+r h°m d. iunh. nur.0 mar rgrrw meta and d nand dr brill or aidrg In de kiowln, agrm¢ aIB des A m bed kmk.d hioge,ide hoe rn. del, A omen deg d.dg wkvr do A adWba b_ Were(FW-.) A do beta A.*wh—do du.rd do &oar r (P1pm 29) aA d. mp am..be. d<bna. r P.A. ma. —dorm d. wade-.dppD%rw:dYng m d. ha d ck bdh_ - W (Fipa. 30) wB do Pelmeu .elm de ewer aim eyes dr bad or klhg vim (Piro. 31) If J. dmr'a —n i°ged . be . riddi., oink a—nd da mrJkow Move d. _ .., m emu. d.,W and lode. I l rip J pg.m m awd dr. r,..a d.Jimri met. o.. Fiberglass DoorsStep11: How to Stain Woodgrain Srddrg Textured I &I, °rP mu des ,* —,—.& mabv. —, naI I. Wr m fibre d pmpve pur Immid. hlidae ad m.rm dde de dg eau mnWm. dmm,gkY mNg mrwdl vroYm, veld clvaLg i. Dn wu medmd the hell. n"6 rod Dilly h.d, Suhbks v-d:W vI dvla elm m:n mnwm. Net rk ro.urg and pray nth d. dI .de of d,r bed p;na d. d,e of du mnanv mn—R deny g m W[vfd ode d iM- al roam. dip d. 3. WorW de form Lnuh inm d..unelm uede..dd.andnvm 3 .bh net .... Pra hod awrgb m 90 d. hirha I-- tmd< idea<mr e°a. U.e dr h.m bed w afRlY d¢ n.in nn<n J.e iuu a IWe a:d than putl rBe Mwb,emh abeg du rboi r nub¢. urn. LLmg ado&. rob d.dninm de ,wwdp.in un:gramf/e<aM,.m 4.MYa apply des d.nr. pull de bed gwi*.6,, d«am mm.ye Smp beawm:,vaiamm two or dv,z dma ligbdy me.rn my de bed ntla edy:p do P°dm® wok a r• and mircnl apdv. den dp 6. Ab. de fie aw Io dry vwpbd, Qa11o. mmulauu.c', itl help ddnc [h iMiddd mmpwvne ddc der. mmmdnbw) d gpy u ion eve n.we my wrrg Ir prdavde allele mler aWim mood ie woad m h de.ame mp e,bv.c. A minimum d Iwo amv c rryddrd b d®,v,mvwd ddr dn.Lrbga n,wdm bm. rr:mp4tt 1.®monm d Jet. brmdd dqcbd,. prdlf rob ds -d--d—mma.io, rvf.mJl .moues d d[k mndlymemweburgpmra.bn Xnhh. vahm. Apply n/^°g belt dpmm« ud .od N des drmh,e ddc pan F i.e pcmue MX r®oe ma mud de. 6. After boll ode drhe dwc 1— bet mpmard a. 0— 1door h. ben mrry4mly .-d.dell b. m fnin.) —1as mm(avdy elf. newt de pq.« mJ vp fi° m rk film. aM pmruad awfic. WWI, dr ado 1. u1P .n. lgbdl hell da atla 11,6 doe Md a ddv bride had lie bog vmb d.od W do T. ('Jet do day Md wind— done —1 met v vy dbmbr d. h gdn m a.a w van ud d.l.r. cwuimraT. Bnl.hi .. bom rh rim +del a amn :avu. rhea- numf wdwx dry, tw J,e min mwuharm i e. Prplve der bah inm vamc mnm,vcakJ dying drrc, be— p—IJ., m arc wood ode b.oIf— Pre[. dada aPPeawr, rgm.etnu.,.grr Afeinrnw.re zz Bm vdy elm Bra me b mmpl.edY I. In dx rxw Ja d« Jmr n un Ad ahe F.nirhmp rl« dareaged dn. Ib m arrd bexwa, dmrg ®e. m rn be Iighd. undd win, 4J0-,dr andpapn Id: net W du wrkw. EaXaw de.anNg aM mpcnv pmn,Wrn. D. SeXn, a .PPIP°R Ja vrpmu 2- Mn aM wa«yeah, can bu2d g m de -.Pee d Tar Bmdd door etc F' zand dehet niche min vd dap as I, rlenbg Itr der TIk ml— w sake me Yar door b Jon will w.rm ropy row. drm.M and dry. vgdad b. - ode pmvva de vdrrcd door Lam do pop<oa art mi y mqui 3. AminlmmndmovuvI ' iI d I-"IcdemmvaMmakedudoorwrkcemb.blr. Br Burr rho Ib for mmpkac prmmbn.11« dar,yam ahadd h :-doll m.dn, h magkmly dry d elm a IT • 44ic9 rY. W'.bdiad der eeudw polTu«daw main, lam w Iw O I do T yan dgmdm, rgon -W- vpoavc der) ..dbr any— embr wed,pplia- Mac We nmmnvcd d.rr.116 dde (born d bah km pbu all bur & gel b .. m dbJrlm mnBdlar drmpinn. Ter helmet of pw doe P-14) m°1 amain . foray—W lwhirl i.. led pm co Imali®on. Nil— . b—Ic. ng) Fdure abv.eelkmmmmerduimm.Y told J,c wmnry. samr nett wm, m.aplJd id .Ilumblc dW aM rtuac may h niN nr Iwvd [o dorm a xghr d rah de loot m.cy m rb h. mnr drW door. Th, diwrwnd mqutm .. bi, T. 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CLd: m Imo« du 1/B• pg.am elm mp d. ddmr prod wd 1— held — b. d. mcia wddh d de des ryeni:g AND d. wnd,vwiPp°IV la M°IY amrprad the mart he du drhe door eyeing, SmmdlT, dreaL Ih.r d. dwo i.rcd. am eyed) dlpd .id nil, vdvW aha[ iwmm ndl:rg m dies haw. ar Iwimd arc iamh C]r.dr ell Cd.'nJ Pdwa m mlMm rho ur::d wa indhl en•T In pmpr nr,gd ap°irq W.ana uc.valkhb m. mmd Pmdm. Nee dn4 aid pur dab n1 MASONIM cw•.m,wr.odww.+ Quotc http:/',!,sstsrv. lmves,com/m2o—a?'i ned i uniQuotcJsp'.1pro. jecild— 15... Back lo ( .)11o(c M P R 0 V Date: 09/18/2017 LOWE'S HOME CENTERS. LLC#2652 6735 SOUTH US HWY 17-92 FERN PARK. FL 32730-0000 USA 321) 207-2860 Project #: 517731679 Cusionter Name: B R UCE CURRY Customer Phone: 407) 369-22S9 Cusiomer Address: 501 N ORLAN DO AVE STE 313 WINTER PARK. Fl- 32789 USA Line Item Frame Size 0001 Fit: Opening Size = 38 1/4-in W x 80 7/8-in11 Description Product Code Description d00f- (IL101C 8/3 1 Manufacturer Mnsoniie Steel and Fiberglass Doors Division Millwork ProCILICt [)(-)(-)I'S Type : Ewry/Fmerior IMMIL11"'ICtUra : kllasoniie.Sieel and Fiherldass Doors Actual Unit Size Width :37 1/2-in ACILWI Unit Size Height : 80.VS-in Fits Opening Width :38 1/4-111 Fits Opening Height : 80 7/8-111 Configuralion : Single Unit Collections : Essentia Door Mili Gilass : Clear 1%4aicri;1I Type.: Steel Moteri;1I : Steel Slah Width :36-in HVI011 Type : Standard Slab Hellolit :79-in Door St vle : HalfLite glass Family : Clear lass , rope : Low-E landing : Left Outswing, Exterior Finish Unfinished Interior Finish Unfinished Iamb Type : Statickird laml, Size :419/16-11) kinih Finish : Unfinished knit III -ire Quantity Total Price 1 $ 380. I of'4 9/ 18/'- 0 17 10:3.3 , A.M Quote htgr/r'sstsrv.lotycS.cum/m?o_a/nteditIII QuOte.jSh?projectICl415... fantb Material : Primed Sill Style : Milll=inish Brickmotdd : No Hingc `I' ypc ; Mill Finish Lockset Bore Option : 5 1/2-in Double Bore Rc-Order : Nit roduct Approval Number: 22513.8 P Rating, : + 0/-50 ead ine : 12 Days tent Number : 673395 Picture N not an cxacl wpresetumthm of the unit &I hay been ordered. ** : Unit is huih to specificaticats given in the cnnfi gunuor. Chink you Aw Or mT% a Masonite SWO and Fihcrg lass Dom Pmducl tlt)02 Manufacturer: Masonile Steel and Hhclhas Doors fits Op Ang Size = 35 'Division : Millwork 1/4- in W x SO 7/1-in Et !Product : Doors Manufacturer: Masonite Steel and Fihct lass Dmws Actual Unit Size Width 37 1/2-in Actual Unit Size Hciehl : SO 3/8-in Fils Opening_, Width : 38 1/4-in Fits Openinc Height : 80 7/8-in Configuration : Single Unit Collections: Textures Dorn- with Glass: Decorulivc Material "type : Steel Material : Steel Slah Width: 36-in I let W Type : Standard c_ Slah Hcr_ht : 7) in Dow Style: Half I.ilc Glass Family: Blanca Glass Type : UnwL• 1-landinZI: Left OutSwirig Exterior Finish: Unfinished Interior Finish: Unfinished lamb "I• ypc : Slamurd Jamh Size : 4 9/IAn Jamb Finish : Unfinished jlamh t\- lalcrial : Primcd Lile I= r:une SUITOUnd Option : Frame with Plugs Sill Style : iVlill Finish r jBrickntould : No lHingc Type Mill Finish 522.00 2 S 1 M44.00 2 of 4 09/ 1 S/2017 10:3 3 AIM Quote hu l):41sstsrv.lo%ves.coiiiliii2o-.a,-IIIC(litI III QLI01e-.jslp?pro.ject I d= 15... 0003 Fits OpcnilSize = 18 1/ 4-in W x 80 7/8-ii II Locksci Bore Option . 5 1/2-in Douhle Bore Re - Order : No PI- 0(11.10 Approval Number: 22513.8 DP Ratin,2 +SO/-.50 Lead ' Time 28 Days tcm Number: 673394 1Z Picture is not all exact representation of the unit Illat as been oI-dcI . ed. * * * hlh is built to SpC611CMi011" UiVC11 in 01C C011fil-'Uralor, Thank you for Ordering -I Masonitc Steel and Fiber la Doors Product Manufacturer: Masoilke Steel an(l Division Nfillwork, Product Doors Tvpc : Entry/Exterior N, hIlLIl'-,tCtUI-Cl-: Masonite Steel and fiberglass Doors Actual Unit Size Width 37 1/2-in Actual Unit Size Heii-Jil 80 3/8-in bits Opening Width y38 1/4-in Fits Opening Heiohi So 7/8-in Confiouralion : Sindc Unit ColICC( iolls : Panels Door with Glass : No Material Type : Steel Material : Steel Slah Widill : 30-in 1- 16,011 Type Standard Slab licit-Ait 79-in Door Style : Flush Handing : LCl'I OLAS\Villl- Exterior Finish Unfinished Interior Finish Ulil'iflislic(i lamb Type Standard Jamb Size 4 9/16-in 1, 11111) U."ini"ll : uIll'iflislicd Jamb Material : Primed Sill Style : klill Finish Brickmould : No Peep Sight : No FlinL, C Type : Mill Finish Lockset Bore Option : 5 1/2-in DoLINC Bore Pcf Door Cut Out Preparation : No Re - Order: No Product Approval Number : 225 13.6 D11 Ratim-, +7(')/-70 Lead Ti Ilic 12 Days 294. 00 3 of -I 09/18/2017 10:13 AM Quotc http:/./sstsnf.lowcs.cominY2o_al`otcdiumQuotc.js•p"projcctId- 15... i Iltem Number : 673396 i picttnre is [lot all exact representation of the unit thati has peen ordered. Unit is built to Specifications given in the confiernator. Thank you for Ordering a Kisonite Steel and Fiberglass Doors Product Salesperson: RICKFY ENGLAND (S2652RE1) Accepted by: Project Total: $1.718.00 Date: 09/ 1812017 Print Detailed Quote This MiliNvork Quote is valid until 10/17/2(117. This is an estiniate only. This estimme does not include tax or delivery char,_,es, Delivery of all materials contained in this estintaie are subject to availability from the nt:tnufactLire r or supplier. All the al)(We <luantities. dimensions, Specifications and accessories hnve been verified and accepted. 4 of4 09111Si2017 10:33 A.VI TOTAL PRUTEUTI UN. TOTAL GUN FI D nn •' ` WAQ o I_ B - E VentSure® Rigid Roll Ridge Vent is a shingle ovei performance-of'ventilation for an'energy efficie I and consistent ventilation in the attic. What's mi PROtector® moisture barrier that;helps,provide, For an efficient roofing "system, it's essential "thy Ridge Vent In combination with uMereave soffi through the,attic.,Withoutthis system; moisture causing rotting or mildew.`on wood ;surfaces; do It takes more TOTAL than just shingles to protect your RooFINalsysTEM home. It takes an integrated system of components and layers designed to withstand the forces of nature outside while controlling temperature and humidity inside. The Owens Coming® Total Protection Roofing System*^ gives you the assurance that all of your Owens Coming* roofing components are working together to help increase the performance of your roof — and to enhance the comfort and enjoyment of those who live beneath it ire, VentSure® Rigid Roll F added protection against It the attic stay dry and co effective •: or round.protection ` Vent has a Weather illow the natural flow of uce the effectiveness o age; peeling paintrv, o r infiltration, i roe F> i F E HELPS CREATE A WATER -PROOF BARRIER Ice & Water Barrier Underlayment HELPS PROTECT AGAINST NATURE'S ELEMENTS Starter Shingles Shingles Hip & Ridge Shingles BAEATH E ,. FOR BALANCED ATTIC VENTILATION Intake Vents Exhaust Vents OWENS CORNING ROOFING AND ASPHALT, LLC ONE OWENS CORNING PARKWAY C TOLEDO, OHIO, USA 43659 c 1-800-GET-PINK' www.owenscoming.com/roofing Pub. No.57654-H. Printed In U.S.A. June 2016.THE PINK PANTHER' & 01964-2016 Metro -Goldwyn -Mayer Studios Inc. All Rights Reserved. The color PINK is a registered trademark of Owens Corning. C 2016 Owens Corning. All Rights Reserved. Ali) See actual warranty for complete details, limitations and requirements. Net Free Vent Area (NFVA) = area of vents that is open to unrestricted airflow. As a general rule, 1 sq ft of NFVA per 300 sq. ft of attic space or area to be vented Is recommended. t Applies for all areas that recognize Miami -Dade County product Control Section. Excludes non -Owens Coming° roofing products such as flashing, fasteners and wood decking. VentSure Rigid Roll Ridge Vent withMoisture Barrier Owens Corning High -Performance Ventilation System What are the advantages of VentSure Rigid Roll Ridge Vents with Weather PROtector Moisture Barrier? Patented, lightweight, high -density polypropylene construction Advanced moisture barrier — no baffles required Only 5/8" vent profile 20- foot roll is easy to handle and ready to install Adjusts to almost any roof pitch 2/ 12 to 20/12 pitch) * Easy to transport and handle Rounded peak reduces shingle stress and cracking Can be installed with a nail gun Worft compress when nailed Worft clog or deteriorate like other vents What materials are required to install a VentSure Rigid Roll Ridge Vent with Weather PROtector Moisture Barrier ventilation system? rigid roll with Moisture Barrier End cap (included in package) Roofing nails Construction adhesive or sealant caulk What tools are required to install a VentSure Rigid Roll Ridge Vent with Weather PROtector Moisture Barrier ventilation system? Safety goggles Utility knife Tape measure Power saw Coil nailer or hammer What installation precautions should I follow? Read all instructions before proceeding Always wear safety goggles Follow all standard safety precautions What general ventilation tips should I know? Do not allow insulation to block undereave vents For proper ventilation, adequate intake is necessary to prevent back drafts and assure effectiveness of ridge vent system Close off all gable and other roof vent openings Do not allow air from home appliances dryers, range hoods, bathroom fans, etc.) to exhaust into attic —exhaust directly to outdoors How much ridge/undereave ventilation is required? In order for your ventilation system to operate properly, a system must be designed to create an airflow that draws air out of the attic at the roof peak and brings air into the attic along the underside of the roof. This can be accomplished by using rigid roll ridge vents with Moisture Barrier, which allow air to be drawn out of the attic ( exhaust), and soffit vents, which allow air into the attic (intake). For maximum efficiency, and to create what is considered a balanced system, ventilation should be equal at the soffit and ridge. It is critical to provide proper distribution of ridge and soffit vents. In cases where a balanced system cannot be achieved, always provide more than 50 percent of the total required ventilation at the soffit and the remainder at the ridge. Again, the desired system is to equalize ventilation at both the soffit and ridge areas. Installation Instructions To calculate the minimum amount of total ventilation required, use either the 1/300 or 1/150 ratio. On the inside, the actual calculations have been made for your convenience. Use the 1/300 ratio if you have proper distribution of soffit and ridge verits or if a vapor retarder is present. Use the 1/150 ratio if proper distribution of soffit and ridge vents cannot be achieved and a vapor retarder is not present. See the chart on the back page to identify the minimum amount of ridge and soffit ventilation required. Always remember that proper distribution will result in exhaust (ridge vent) and intake soffit vent). For the best results, run the rigid roll ridge vent with Moisture Barrier along the entire peak of the roof in accordance with these application instructions. The Net Free Vent Area (NFVA) of soffit ventilation should always be at least equal to or more than the net free vent area of the ridge ventilation. Refer to local building codes for roof pitch requirements. Where can VentSure® rigid roll ridge vents with Weather PROtectof- Moisture Barrier be installed? Chimney on Roof Saw slots to within 12" of any chimney located on ridge as shown and butt ridge vent flush against chimney Note: To prevent leakage and preserve roof line aesthetics, always leave at least 6" between ridge slot and end of the ridge. See above illustrations. Hip Roof Saw slot on center of ridge to within 6" of each end as shown Run ridge vent across complete length of ridge z _ 12'•l i•- r'' Installation Instructions for Step 1. Hip and Ridge Ventilation Slot Preparation Determine how long a hip and ridge ventilation slot will be required according to 1/300 rule. The ridge and hip ventilation slot may be pre-cut on a new roof before or after shingle installation; in a retrofit, the slot can be cut from the pre -shingled roof using a circular saw with a carbide tip blade. (Protective eye goggles should be worn during this process.) Start ridge ventilation slot 6" from point where hip and ridge meet. Cut 2" slot 1" on each side of ridge) along the ridge(s). For a roof with a center beam, a 31/2" slot should be cut (13/4" on each side of the ridge). If entire ridge requires ventilation, stop ventilation slot 6" from point where hip and ridge meet. To maintain structural integrity, one continuous slot is not recommended on hip applications. Start ventilation preparation by leaving 6" of hip uncut from where the ridge and hip meet. Cut a 31/2" width slot for ventilation. Hip slot should be 18" in length, spaced with a 12" uncut area between each 18" opening. The slot for ventilation should not be cut any lower than the top 1/3 of the roof to maintain a balanced ventilation system. Step 2. Vent Placement on Ridge Roll out or place ® rigid roll ridge vent with Moisture Barrier along the entire length of slot, also covering the 6" minimum uncut ridge on both ends. Multiple lengths of vent can be joined by butting the sections tightly together. Products with rigid roll ridge vent with Moisture Barrier should have an end cap inserted at the end of each section. (See Step #3.) T" & "L" Roof Saw slots to within 12" of ridge intersection points as shown Install ridge vent completely across ridge on long side and butt ridge vent on the short run against the side of the long run Rigid Roll Ridge Vent with Moisture Barrier Step 3. End Cap Installation Install the end caps. Pull apart a pre-cut section of the foam end cap packaged with the vent. For products with rigid roll ridge vent with Moisture Barrier, using a utility knife, make a cut in the rigid roll ridge vent with Moisture Barrier material on each side of the vent, back from the end of the roll. (See illustration #3 inset.) Using construction adhesive or sealant caulk, coat both sides of the foam material to ensure a proper seal. Place the foam end cap on top of the ® rigid roll ridge vent with Moisture Barrier material where it has been cut back at the end of the vent. (See illustration #3.) Attach vent to the roof deck by driving a nail in each of the two comers on both ends of the vent. Also, drive two nails through the vent and foam end cap to hold foam in place on the ends of the ridge only. Nails should penetrate the wood roof deck at least 3/4" A coil nail gun can be used only if the fastener is Iong enough to provide the proper penetration into the deck. All fasteners must be driven flush with the shingle surface and penetrate at least 3/4" into the wood deck; where the deck is less than 3/4" thick, the fastener should be long enough to penetrate fully and extend at least u/a" through the roof deck. It is important when installing this vent that you maintain the pitch of the roof. The vent has been installed properly if the bottom of the vent is flat on the roof and the peak is slightly rounded. Step 4. Vent Placement on Hip Sealant or Cau k . Install a minimum of two hip and ridge shingles at the bottom of the hip. If the rigid roll ridge vent is being run the entire length of the hip, the ridge vent should overlap a minimum of two hip and ridge shingles at the roof edge. Before installing the vent on the hip, lay a bead of sealant on each side of the pre-cut slots. This will create a seal on the step created by overlapping pattern of the shingles. The bead of sealant should be applied approximately 1" from the edge of the pre-cut slot. Step 5. Hip and Ridge Vent Transition f . 0 fir i . Y, Using a utility knife, trim the end of • rigid roll ridge vent with Moisture Barrier from the hip to the ridge. This creates the most attractive ridge and hip line. Insert the foam end cap under the rigid roll ridge vent with Moisture Barrier where it is at full width. Fasten vent for hip at point where it meets ridge. Roll out or place the vent all of the way down the hip, covering two pre -laid cap shingles at the bottom of the hip. Go back over hip vents and fasten at 4" intervals* If the " rigid roll ridge vent with Moisture Barrier is not being run the entire length of the hip, use the cap shingles to create a transition. Use sealant to fill any void left between the shingles and the remaining top layer of the vent. Be sure to apply roofing sealant to any spaces left by cap shingle used for transition.. if two or more sections of ® rigid roll ridge vent with Moisture Barrier are being joined together, an end cap MUST be installed into each end of the joining sections. (See illustration #3 for end cap installation.) Repeat on all hips. Step b. Cap Shingle Installation Apply the hip and ridge shingles to the hip and then to the ridge. Nail hip and ridge shingles with roofing nails in a common overlapping pattern. All fasteners must be driven flush with the shingle surface and penetrate at least 3/4" into the wood deck; where the deck is less than 3/4" thick, the fastener should be long enough to penetrate fully and extend at least 1/8" through the roof deck. It is important when installing this vent that you maintain the pitch of the roof. The vent has been installed properly if the bottom of the vent is flat on the roof and the peak is slightly rounded. Hip applications are recommended only when using VentSure'• Rigid Roll Ridge Vent with Moisture Barrier Specifications Ventilation Table: 1/150 Ratio Product: Rigid Roll Ridge Vents with Attic Square Square Inches Min. Feet of Rigid Min. Square Inches Moisture Barrier Footage NFVA at Ridge Roll Ridge Vent NFVA at Sofflts Material: High -density polypropylene 1000 480 38 480 Color: Black 1100 528 42 528 Widths: T 9" and 111/4" 1200 576 46 576 Length: 20-foot roll 1300 624 50 624 Net Free Area: 12.5 square inches per 1400 672 54 672 lineal foot 1500 720 58 720 Accessories: Foam end caps 1600 768 61 768 1700 816 65 816 rigid roll with Moisture Barrier, when properly installed 1800 864 69 864 with soffit or eave vents, meets or exceeds 1900 912 73 912 the requirements of all recognized national 2000 960 77 960 building codes for ventilation. 2100 1008 81 1008 rigid roll with Moisture Barrier was tested in research and 2200 1056 84 1056 development and passed all tests for 2300 1104 88 1104 weather infiltration. Testing was performed 2400 1152 92 1152 at Architectural Testing Incorporated (ATI) in York, PA. Use this table if proper distribution of soffit and ridge vents cannot be achieved and a vapor Wind -Driven Rain-8.8 inches of rain retarder is not present. at 110 MPH —Passed. Snow Infiltration —Snow simulation at Ventilation Table: 1/300 Ratio 35 and 70 MPH —Passed with no infiltration. Attic Square Square Inches Min. Feet of Rigid Min. Square Inches Footage NFVA at Ridge Roll Ridge Vent NFVA at Sofflts 1000 240 19 240 1100 264 21 264 1200 288 23 288 1300 312 25 312 1400 336 27 336 1500 360 29 360 1600 384 31 384 1700 408 33 408 1800 432 35 432 1900 456 36 456 2000 480 38 480 2100 504 40 504 2200 528 42 528 2300 552 44 552 2400 576 46 576 Use this table if you have proper distribution of soffit and ridge vents or a vapor retarder is present. Note: The above tables are based on minimum FHA vent requirements to meet building codes. OWENS CORNING SHALL NOT BE RESPONSIBLE FOR ANY DAMAGE, LOSS, COST, EXPENSE OR LIABILITY RELATING TO FAILURE TO FOLLOW THESE INSTRUCTIONS. FAILURE TO FOLLOW THESE INSTALLATION INSTRUCTIONS MAY AFFECT OWENS CORNING OBLIGATIONS UNDER THIS PRODUCT'S LIMITED WARRANTY. City of Sanford Y Commercial Permit Application Checklist F D All permit application packages must be complete prior to acceptance. You must check each ing box to the left or indicate n/a on this submittal. A complete application package shall include the following: 1 Building Permit Application completed, signed and notarized. Application must include correct address and complete parcel I.D. number. Copy of a contract, signed by the contractor and property owner, indicatin th documented construction r g value "f 1S e y'Y1G 1i/' U ku Ac(.. CkJ, Copy of the contrActor's license issued by the State of Florida (if contractor is applicant).Opp .F-1 L, e A site specific notarized power of attorney shall be required from the licensed contractor if he/she appoints an employee of his/her company to sign the permit application as the contractor. 1 Certificate of insurance indicating worker's compensation insurance coverage and naming the City of Sanford as certificate holder, or a copy of a worker's compensation exemption issued by the State of Florida (must be submitted with each application if contractor is the applicant). Completed, signed, and notarized Property Owner Builder Disclosure Statement Affidavit (if owner is applicant). Approval letter from sanitary sewer provider (if other than the City of Sanford). Copy of the onsite sewage disposal system construction permit issued by Seminole County Health Department for new or existing septic systems, grease interceptors, etc. (if applicable). Seminole County Impact Fee Statement. Five (5) sets signed and sealed building construction plans. 5Z,' Two (2) sets signed and sealed site development plans approved by City of Sanford Planning & Development Services Department. Letter from Planning & Development Services agreeing to submittal of plan without development plan approval. This is at the developer's risk. Two (2) sets signed and sealed floor and roof truss engineering. Completed and signed Statewide Product Approval Specification Form. Two (2) copies of the manufacturer's installation instructions for the following products: windows, doors, roofing materials, engineered lumber products, glass blocks, soffit materials and siding. Three (3) sets of completed and signed energy calculations (signed/sealed if required by Florida Statute or code). State of Florida Division of Hotel and Restaurant approval (if applicable). Florida Department of Environmental Protection Notice of Asbestos Renovation or Demolition (if applicable). State of Florida Notification on Gas Tanks (if applicable). Floodplain development application completed and signed if any portion of the property is in a flood hazard area as identified on the most current flood insurance rate map. THE BUILDING CONSTRUCTION DOCUMENTS MUST INCLUDE, AT A MINIMUM, THE FOLLOWING: SITE PLAN (Development elan includes additional requirements All parking and accessible routes Accessible parking space(s) and signage details W Accessible entrances Accessible ramps, handrails, guardrails, curb cuts and details All required building exits accessible (not less than 60% if all are not required exits) Areas of rescue assistance Accessible signage Revised: February 2016 Page 1 of 7 Commercial Permit Application Guidelines Fire access Vehicle loading Driving/turning radius Fire hydrant/water supply/post indicator valve (PIV) Location of septic systems (if applicable) rK Setbacks/fire separation (assumed property lines) Utility lines (water, sewer, irrigation Meters and backflow devices Construction documents shall indicate code edition being applied Page size minimum l l" x 17" Plans to minimum 1/4" scale All pages numbered and labeled Plans signed/sealed and dated by a Florida Design Professional as applicable Designer information: name, address, registration # on all pages Reference the currently adopted code editions Wind design data required on drawings per FBC 1603.1.4 to meet 129 mph ultimate design wind speed for risk category I buildings, 139 mph ultimate design wind speed for risk category II buildings and 149 mph ultimate design wind speed for risk category III and IV buildings Ultimate design wind speed (Vult) Nominal design wind speed (Vasd) Risk category Exposure category Enclosure classification Internal pressure coefficient Component and cladding design wind pressures in terms of psf Structural Calculations, if necessary Threshold Inspection Plan (for threshold buildings) All areas dimensioned and use noted 11 Shafts an a evator hoistways Stair location/guardrails/handrails Partition denotations and schedule Door locations, sizes, door and hardware schedule Window locations, sizes and schedule Tempered glass locations Attic ventilation and access Air barrier requirements Interior finish ratings and schedule Light and ventilation Sanitation Escalators Lifts Roof coverings Construction type design criteria: Type of construction denoted (per table 503) 5 Occupancy group classification denoted for building and rooms/areas Gross square footage— Net square footage calculations Revised: February 2016 Page 2 of 7 Commercial Permit Application Guidelines Building height Percentage of exterior openings calculations I ' Classification of hazard of contents (if applicable) I Structural Design Criteria: Ultimate design wind speed (Vult) Nominal design wind speed (Vasd) Risk category Exposure category Enclosure classification Internal pressure coefficient 1 Component and cladding design wind pressures in terms of psf 92 Structural Calculations, if necessary Floor loads — psf Stair loads — psf 0 Roof loads — psf Balcony loads — psf Corridor loads — psf Storage loads — psf Materials to be reviewed shall at a minimum include the following: 1 Wood / grade — species Steel / type - grade Aluminum Concrete Plastic Glass Masonry Gypsum board and plaster311Insulating (mechanical) Roofing Insulation Alternate materials Structural: Signed and sealed soil report with a positive conclusion required Compaction requirements Foundation locations, dimensions and depth specified Foundation denotations, schedules and details Reinforcing steel, amount, size, grade, spacing, and lap specified Footing dowel locations Maximum filled cell spacing Embedment's Slab thickness and reinforcement Vapor barrier Termite protection1- 7 Relieving arch steel details at pipe penetrations Brick ledge detail including flashing and weep hole size and spacing Building materials used Lintel locations, denotations and schedule Exterior and interior structural wall sections Columns Revised: February 2016 Page 3 of -7 Commercial Permit Application Guidelines Tie beams Structural steel size, type, connections tom" Framing details and fastening Load path connectors Floor deck and fastening Wall sheathing and fastening Roof deck and fastening X/P. Stair construction r? S-, Window and door details, including design pressure of openings Fastening details for windows and doors, (type, length, and quantity) Exterior mounted mechanical units fastening methods to meet wind load Roof and floor framing, truss layout, connector schedule Fire Protection Requirements: Fire separation requirements for corridors, elevators, stairways, floors & shafts Occupancy separation requirements Tenant separation requirements Fire resistant protection details for type of construction Rated requirements for walls, floor -ceiling and roof -ceiling assemblies Design numbers and details for all rated assemblies Designnumbers and details for all rated penetrations Rated door and hardware schedules Fire blocking and draft stopping Calculated fire resistance Interior finishes (flame spread/smoke development) Life Safety: Occupant load calculations and egress capacities n Special occupancy requirements Egress plan NumberIn of exits Capacity of exits Pr Arrangement of exits Travel distance to exits/common path of travel f Stairs construction/geometry and protection Horizontal exits/exit passageways Ii Illumination of exits Exit signs Emergency lighting Enclosures Handrails Guardrails Ramps Early warning systems schematic IV Smoke control systems schematic Stair pressurization systems schematic Ip Extinguishing requirements Areas of rescue assistance Accessibility Building: lsw Door sizes, hardware schedule Vertical accessibility Revised: February 2016 Page 4 of 7 Commercial Permit Application Guidelines Accessible route dimensions Maneuvering clearances Hi-Lo drinking fountain Equipment clear floor space/reach ranges Areas of rescue assistance Signage XI/ ATM machines Accessibility Restrooms/Bathrooms: 1 Turning radius Required floor space for fixtures Fixture and equipment mounting dimensions Adaptability Accessible requirements for special occupancies in addition to general requirements will also be reviewed. PLUMBING PLAN Plumbing plans submitted Piping materials Piping supports Determine minimum plumbing fixtures required based on occupant load calculated per FBC 1004 Water distribution diagram Water hammer arrestors Plumbing dram, waste and vent riser diagram n I /El Grease trap detail Grease trap Health Dept. report on existing Interceptors Roof drains/calculations for flat roofs Backflow prevention Medical gas Oxygen systems Environmental requirements Water Heaters: T & P drain Air gap Pan drain Thermal expansion device Heat traps Mounting platform GAS PLAN Type of gas Gas pressure Appliances schedule and BTU's 1AChimneysandVents Combustion air LP tank size and location (above or below grade) Protection requirements Gas Riser Diagram: Pipe type ( Pipe sizing Revised: February 2016 Page 5 of'7 Commercial Permit Application Guidelines Total developed length Segment lengths Appliance locations Shut -offs valves Mechanical. plans submitted Energy calculations Duct systems and sizing Duct work clearances at mechanical room (4" minimum) Duct supports Means for balancing HVAC system Diffusers (size and direction) CFM requirements Ventilation Combustion air Outdoor air calculations Balanced return air ZI) Make-up air Equipment location and working clearances ( 30" wide by 36" deep, 6' high minimum) Condensate piping and disposal F13 Required platforms and catwalksA Roof mounted equipment (including equipment and curb anchorage) Details and specifications Equipment sizing calculations Equipment specifications Joint sealing methods and product specification 7T Air balance table Rated penetrations - fire damper details and manufacturer's installation instructions Ntk Means for automatic fan shutdown Kitchen hood, duct plans, fire suppression and specifications Bathroom exhaust systems d V / Special exhaust systems 0ElChimneys, fireplaces and vents Other appliances Boilers Refrigeration Bathroom ventilation p 6 Laboratory ELECTRICAL PLAN Maximum available fault current at service AIC rating of equipment Voltage and phase of electrical system Load calculation Electrical service riser diagram indicating overcurrent protection sizes, conductor and conduit types- and sizes, number of service disconnecting means, grounding electrode system: bonded to the foundation steel, structural steel, metal piping, size and type, separately derived system or not? (solid neutral or switching) Transformer sizes and types if used Panel schedules and ratings Power plan Panel locations and working clearances Revised: February 2016 Page 6 of 7 Commercial Permit Application Guidelines qj Lighting plan Device legend Wiring methods and materials Feeders and branch circuits, conduit sizes and types Grounding conductors Exit lights Emergency lighting Egress lighting Signage and disconnecting means location Generator type: emergency or standby Remote annunciation Load shed (if necessary) Required receptacle outlets GFCI's Equipment Special occupancies Emergency systems Communication systems Low voltage FIRE PROTECTION/FIRE SUPPRESSION PLAN Early warning smoke evacuation and control Sprinkler design criterion (separate permit required) Fire alarm design criterion (separate permit required) 0 Pre-engineered systems Riser diagram Standpipes These guidelines were compiled to assist the applicant in preparing a new commercial permit/plan submittal and may not be complete. The applicant is required to meet all City of Sanford, state, and federal code requirements. Please be aware that a separate permit is required for any fire sprinkler system and fire alarm system. All site related signs, fences, hardscape features, guard/hand rails, free standing walls, retaining walls, canopies, accessory structures, site electrical and lighting, satellite dishes, dumpster enclosures, irrigation systems, lift stations, and any demolition of structures. Revised: February 2016 Page 7 of 7 Commercial Permit Application Guidelines 7 r - an Revision t` x City of Sanford Response to Comments t ` 0 4 2011 `4 ' p $ B u lding &Fire Prevention Division 5h: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # 17J — 2 ? Submittal Date o /nq Project Address: R H-W L-C I1r_I(,1) /k l CJI e L _ _ Contact: i2. p Ph: _ 2 2,aV Fax: Email: )rLkc-,o Lth PY-0 Trades encompassed in revision: 11r Building Plumbing Kbectrical Mechanical Waste Water Department Utilities Waste Water Planning Engineering General description of revision: e V J, jonq r - ROUTING INFORMATION Fire Prevention 0' gBuildin Id Approvals LC 0 L-6f 6NS t-6 K I LU EL y1 Project Name: POOL HOUSE Project Title: KENSINGTON RESERVE Address: 3912 CRAWLEY DOWN LOOP Enter Address here State: FL Zip: 32773 Owner: Enter Owner's name here EnergyGauge Summit® v5.20 INPUT DATA REPORT Project Information Orientation: 0 Deg Clockwise. Walls & Windows will be rotated accordingly Building Type: Office Building Classification: New Finished building No.of Stories: 1 GrossArea: 688 SF Zones No Acronym Description Type Area tst] Multiplier Total Area tsfl 1 PrOZol Zone 1 CONDITIONED 687.8 1 687.8 Spaces No Acronym Description Type Depth Width tft] tftl Height Multi IN plier Total Area tsf] Total Volume ct] 7/21/20.17 EnergyGauge Summit® v5.20 1 In Zone: PrOZol 1 PrOZO1SVI Zo0Sp1 Fellowship Hall 14.33 48.00 8.00 1 687.8 5502.7 Lighting No Type Category No. of Watts per Power Control Type No.of Luminaires Luminaire [W] Ctrl pts In Zone: PrOZol In Space: PrOZo1Sp1 1 Compact Fluorescent General Lighting 8 32 256 Manual On/Off 1 Walls (Walls will be rotated clockwise by building rotation value) No ' Description Type Width H (Effec) Multi Area Orientation Conductance Heat Dens. R-Value IN ft] plier [sfl Btu/hr. sf. F] Capacity Ib/cfi [h.sf.F/Btu] Btu/sEF] In Zone: ProZol I PrOZolWal 5/8" stucco 48 8 1 384.0 SouthEast 0.2067 5.731 34.65 4.8 8"CMU/3/4"ISO BTWN24"oc/.5" Gyp 2 PrOZo 1 Wa2 5/8" stucco 34 8 1 269.4 NorthEast 0.2067 5.731 34.65 4.8 8"CMU/3/4"ISO BTWN24"oc/.5" Gyp 3 PrOZolWa3 5/8" stucco 48 8 1 384.0 NorthWest 0.2067 5.731 34.65 4.8 8"CMU/3/4"ISO BTWN24"oc/.5" Gyp 4 PrOZo 1 Wa4 5/8" stucco 34 8 1 269.4 SouthWest 0.2067 5.731 34.65 4.8 8"CMU/3/4'.1ISO BTWN24"oc/.5" Gyp 7/21/201.7 EnergvGauge Summit® v5.20 Windows (Windows will be rotated clockwise by building rotation value) No Description Orientation Shaded U SHGC Vis.Tra W H(Effec) Multi TotalArea Btu/hr sf F] IN Ift] plier sf] In Zone: Pr0Zo1 In Wall: Pr0Zo1Wa1 1 PrOZo1Wa1WiI SouthEast No 0.6000 1 1 3 6 6 96.1 In Wall: PrOZo1Wa2 1 PrOZo1Wa2Wil NorthEast No 0.6000 1 1 3 6 3 48.1 In Wall: Pr0Zo1Wa3 1 PrOZo1Wa3Wi1 NorthWest No 0.6000 1 1 3 6 4 64.1 Doors No Description Type Shaded? Width H (Effec) Multi Area Cond. Dens. Heat Cap. R-Value ft] [ft] plier sf] [Btu/hr. sL F] 1b/cf] [Btu/sf. F] h.sLFBtu] In Zone: PrOZo1 In Wall: PrOZoIWa2 1 Pr0Zol Wa2Dr1 Solid core flush No 3.00 7.00 1 21.0 0.3504 0.00 0.00 2.85 2.25) In Wall: Pr0Zo1Wa4 I Pr0Zol Wa4Dr1 Solid core flush No 3.00 7.00 2 21.0 0.3504 0.00 0.00 2.85 2.25) Roofs No Description Type Width H (Effec) Multi Area Tilt Cond. Heat Cap Dens. R-Value ft] IN plier sf] deg] [Btu/hr. SE F] Btu/sE F] ib/cf] h.sLFBtu] In Zone: PrOZol 1 PrOZOIRfl ShngUl/2"WD 48.00 14.33 1 687.8 0.00 0.0320 1.50 8.22 31.2 Deck/VD Truss/9" Batt/Gyp Brd 7/21/2017 EnergyGauge Summit® v5.20 Skylights No Description Type U SHGC Vis.Trans W H (Effec) Multiplier Area Total Area Btu/hr sf F] ft[ [ft] Sfl [Sf] In Zone: In Roof: El — Floors No Description Type Width H (Effec) Multi Area Cond. Heat Cap. Dens. R-Value ft] Vt] plier [sf[ [Btu/hr. sf. F] [Btu/sf. F] [lb/cf] h.sLF/Btu] In Zone: PrOZol 1 PrOZOIFlI 1 ft. soil, concrete 48.00 14.33 1 687.8 0.2681 34.00 113.33 3.73 floor, carpet and rubber pad Systems PrOSyl System 1 Constant Volume Air Cooled Split No. Of Units 1 System < 65000 Btu/hr Component Category Capacity Efficiency IPLV 1 Cooling System 24000.00 14.00 8.00 2 Heating System 17500.00 1.00 3 Air Handling System -Supply 800.00 0.30 4 Air Handling System - Return 800.00 0.30 5 Air Distribution System (Sup) 6.00 6 Air Distribution System (Ret) 6.00 7/21/2017 EnergyGauge Summit* v5.20 Plant Equipment Category Size Inst.No Eff. IPLV El Water Heaters W-Heater Description Capacity Cap.Unit UP Rt. Efficiency Loss Ext-Lighting Description Category No. of Watts per Luminaires Luminaire Area/Len/No. of units sVfVNo] Control Type Wattage WJ El Piping No Type Operating Insulation Temperature Conductivity F] [ Btu-in/h.sf.F] Nomonal pipe Diameter in] Insulation Is.Runout? Thickness in] Fenestration Used Name Glass Type No. of Glass SHGC VLT Panes Conductance Btu/h.sf.F] ASHULB1ockAll User Defined 1 0.6000 0.5900 0.5600 Frm 7/21/2017 EnergyGauge Summit® v5.20 Materials Used Only R-Value RValue Thickness Conductivity Density SpecificHeat Mat No Acronym Description Used h.sf.F/Btul ft] Btu/h.ft.Fl Ib/ct] Btu/lb.F] 187 Mat1187 GYP OR PLAS No 0.4533 0.0417 0.0920 50 0.2000 Li BOARD,1/2IN 178 Mall178 CARPET W/RUBBER PAD Yes 1.2300 265 Mat1265 Soil, 1 ft No 2.0000 1.0000 0.5000 100 0.2000 48 Mat148 6 in. Heavyweight concrete No 0.5000 0.5000 1.0000 140 0.2000 268 Mat1268 0.625" stucco No 0.1302 0.0521 0.4000 16 0.2000 42 Mat142 8 in. Lightweight concrete No 2.0212 0.6670 0.3300 38 0.2000 block 269 Mat1269 75" ISO BTWN24" oc No 2.2321 0.0625 0.0280 4 0.3000 12 Mat112 3 in. Insulation No 10.0000 0.2500 0.0250 2 0.2000 23 Mat123 6 in. Insulation No 20.0000 0.5000 0.0250 6 0.2000 279 Mat1279 Solid core flush (2.25") Yes 2.8537 81 Matl8l ASPHALT -ROOFING, Yes 0.1500 ROLL 244 Mat1244 PLYWOOD, 1/21N No 0.6318 0.0417 0.0660 34 0.2900 Constructs Used Simple Massless Conductance Heat Capacity Density RValue No Name Construct Construct [Btu/h.sf.Fl Btu/sf.Fl fib/ell h.sEF/Btul 1011 5/8" stucco /8"CMU/3/4"ISO No No 0.21 5.73 34.65 4.8 BTWN24"oc/.5" Gyp Layer Material Material Thickness Framing No. ftJ Factor 1 268 0.625" stucco 0.0521 0.000 2 42 8 in. Lightweight concrete block 0.6670 0.000 3 269 .75" ISO BTWN24" oc 0.0625 0.000 4 187 GYP OR PLAS BOARD,1/2IN 0.0417 0.000 7/21/2017 EnergyGauge Summit® v5.20 No Name Simple Massless Conductance Heat Capacity Density RValue Construct Construct Btu/h.sEF] Btu/sEF] Ib/ct] h.sEF/Btu] 1038 ShngUl/2"WD Deck/WD Truss/9" Batt/Gyp No No 0.03 1.50 8.22 31.2 Brd Layer Material Material Thickness Framing No. ft] Factor 1 81 ASPHALT -ROOFING, ROLL 0.000 2 244 PLYWOOD, 1/21N 0.0417 0.000 3 12 3 in. Insulation 0.2500 0.000 4 23 6 in. Insulation 0.5000 0.000 5 187 GYP OR PLAS BOARD,1/21N 0.0417 0.000 No Name Simple Massless Conductance Heat Capacity Density RValue Construct Construct Btu/h.sEF] Btu/stF] lb/ct] h.sEFBtu] 1057 1 ft. soil, concrete floor, carpet and rubber pad No No 0.27 34.00 113.33 3.7 Layer Material Material Thickness Framing No. IN Factor 1 265 Soil, I ft 1.0000 0.000 2 48 6 in. Heavyweight concrete 0.5000 0.000 3 178 CARPET W/RUBBER PAD 0.000 No Name Simple Massless Conductance Heat Capacity Density RValue Construct Construct Btu/h.sEF] Btu/sEF] ib/ct] h.sEF/Btu] 1058 Solid core flush (2.25) No Yes 0.35 2.9 Layer Material Material Thickness Framing No. ft] Factor 1 279 Solid core flush (2.25") 0.000 7/21/2017 EnergyGauge Summit® v5.20 7 Building Analysis xrA17 Job: POOLHOUSE Wrightsoft® 9 Y Date: Jul 20, 20117 Entire House P 9 /_ By: ENERGYCALCS.14ET GC CONTRACTING ENERGYCALCS.NET INC 267 DELEON RD, DEBARY, FL 32713 Phone: 386-775-0908 Email: MAGGIE@ENERGYCALCS.NET Web: WWW. ENERGYCALCSFL. NET License... Prof6dt Informatiph For: KENSINGTON RESERVE POOL HOUSE 3912 CRAWLEY DOWN LOOP, SANFORD, FL 32773 besi6n, Gonei. lons' Location: Indoor: Heating Cooling Orlando Sanford, FL, US Indoor temperature (OF) 70 75 Elevation: 56 ft Design TD (OF) 29 18. Latitude: 290N Relative humidity (%) 40 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 24.6 38.7 Dry bulb (°F) 41 93 Infiltration: Dailyrange (OF) - 17 (M ) Method Simplified Wet bulb (°F) - 75 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 ea Component Btuh/1112 Btuh of load Walls 3.6 2674 16.2 Glazing 13.7 492 3.0 Doors 11.3 238 1.4 Ceilings 0.9 643 3.9 Floors 4.1 2849 17.3 Infiltration 4.9 3850 23.4 Ducts 1878 11.4 Piping 0 0 Humidification 2119 12.9 Ventilation 1744 10.6 Adjustments 0 Total 16487 100.0 Jul 1600 LDT Component Btuh/ftz Btuh of load Walls 2.9 2160 17.3 Glazing 24.7 889 7.1 Doors 11.9 250 2.0 Ceilings 1.7 1204 9.7 Floors 0 0 0 Infiltration 1.6 1254 10.1 Ducts 2568 20.6 Ventilation 1079 8.7 Internal gains 3067 24.6 Blower 0 0 Adjustments 0 Total 1 1 124721 100.0 Latent Cooling Load = 5477 Btuh Overall U-value = 0.109 Btuh/ft2--°F Data entries checked. Ceilings , o Infiltration Mertilaticn on Gins wri htsOft' 2017-Jul-2112:04:05 9 Right -Suite® Universal 2017 17.0.25 RSU19927 page 1 ownloads\GC CONT POOL CLUBHOUSE MJS 072117.rup Calc = MN5 Front Door faces: SE Right -Suite® Universal 2017 Short Fora Job: POOLHOUSE wrightsoft' Date: Jul 20, 2017 Entire House By: ENERGYCALCS.IVET GC CONTRACTING ENERGYCALCS.NET INC 267 DELEON RD, DEBARY, FL 32713 Phone: 386-775-0908 Email: MAGGIE@ENERGYCALCS.NET Web: WWW.ENERGYCALCSFL.NET License For: KENSINGTON RESERVE POOL HOUSE 3912 CRAWLEY DOWN LOOP, SANFORD, FL 32773 Htg Clg Htg Clg Outside db OF) 41 93 Inside db OF) 70 75 Outside RH M 44 Inside RH M 50 Outside wb OF) 75 Inside wb OF) 63 Daily range OF) 17 Design TD OF) 29 18 Moisture diff. gr/lb) 39 Heating Equipment Make Model Type Efficiency Heating Input Heating Output Humidifier Leaving Air Temp Actual Heating Fan Elec strip 100 EFF 5.0 kW 17.1 MBtuh 5.6 gpd 105.6 OF 437 cfm Equipment Location System Type Fan Motor Heat Type Fan & Motor Combined Efficiency Static Pressure Across Fan Cooling Equipment Make Model Type COP/EER/SEER Sensible Cooling Latent Cooling Total Cooling Leaving Air Temp Actual Cooling Fan GENERIC 14 SEER SC Entire House PEAKCV PACKAGE 0 % 0 in H2O Split AC 14.0 21.1 MBtuh 2.9 MBtuh 24.0 MBtuh 55.0 OF 437 cfm NAME I Area I Heat I Sensible I Latent I Htg I Clg I Time ftz Loss Gain Gain cfm cfm STORAGE 80 2731 1812 353 85 71 Jul 1600 LDT MEN ROOM 104 1925 1477 283 60 55 Jul 1600 LDT LADIES ROOM 96 1788 1390 261 56 52 Jul 1600 LDT COMMON 410 10045 7793 4580 236 258 Jul 1600 LDT I Entire House I 690 16487 I 12472 I 5477 I 4371 4371 Jul 1600 LDT 2017-Jul-21 12:04:06 warightsoft' Right -Suite® Universal 2017 17.0.25 RSU19927 page 1 ownloads\GC CONT POOL CLUBHOUSE MJS 072117.rup Calc = MN5 Front Door faces: SE Right -Suite® Universal 2017 Load Summary Job: POOLHOUSE wrightsoft° Entire House Date: Jul 20, 2017 By: ENERGYCALCS.14ET GC CONTRACTING ENERGYCALCS.NET INC 267 DELEON RD, DEBARY, FL 32713 Phone: 386-775-0908 Email: MAGGIE@ENERGYCALCS.NET Web: WWW.ENERGYCALCSFL.NET License P-rojeqt I ntorinatlloh For: KENSINGTON RESERVE POOL HOUSE 3912 CRAWLEY DOWN LOOP, SANFORD, FL 32773 Zone: Entire House COOLING LOAD. 1. DESIGN CONDITIONS at Ju1-1600 LDT Peak load at Jul 1600 LDT Inside: 75 OF Outside: 93 OF TD: 18 OF RH: 44 % MoistDiff: 38.7 gr/lb Mult: 1.0 Ins.wb 63 OF Sensible Latent 2. SOLAR RADIATION THROUGH GLASS 615 3. TRANSMISSION GAINS Sensible 3888 Walls: 2160 Glass: 274 Doors: 250 Partitions: 0 Floors: 0 Ceilings: 1204 4. INTERNAL HEAT GAIN Sensible Latent 1890 1950 Occupants: 1890 1950 Lights: 0 Motors: 0 Appliances: 0 0 5. INFILTRATION: Outside air cfm: 63 1254 1668 6. SUBTOTAL: Space load Sensible Latent 7648 3618 Envelope 7648 3618 Less external 0 Redistribution 0 0 7. SUPPLY DUCT 1883 8. SUBTOTAL: Space load + supply duct 9531 Actual cfm: 437 at supply TD: 20 9. VENTILATION: Make-up air cfm: 55 1079 1434 10. RETURN AIR LOAD: Lighting + plenum (net) 1177 11. RETURN DUCT 684 12. TOTAL LOADS ON EQUIPMENT 12472 5477 HEATING, LOAD::. 13. DESIGN CONDITIONS Mult: 1.0 Inside: 70 OF Outside: 41 OF TD: 29 OF 14. TRANSMISSION LOSSES 6896 Walls: 2674 Glass: 492 Doors: 238 Partitions: 0 Floors: 2849 Ceilings: 643 15. INFILTRATION: Outside air cfm: 121 3850 16. SUBTOTAL: Space load 10746 Envelope 10746 Less external 0 Less transfer 0 Redistribution 0 17. SUPPLY DUCT: 1645 18. VENTILATION: Make-up air cfm: 55 1744 19. HUMIDIFICATION 2119 Piping 0 20. RETURN DUCT 233 21. TOTAL HEATING LOAD ON EQUIPMENT 16487 2017-Jul-21 12:04:06 W1•if, htSOft' Right -Suite® Universal 2017 17.0.25 RSU19927 Page 1 ownloadslGC CONT POOL CLUBHOUSE MJS 072117.rup Calc = MN5 Front Door faces: SE Duct System Summary Job: POOLHOUSE Wrlgirtsoft Date: Jul 20, 2017 Entire House By: ENERGYCALCS.IVET GC CONTRACTING ENERGYCALCS.NET INC 267 DELEON RD, DEBARY, FL 32713 Phone: 386-775-0908 Email: MAGGIE@ENERGYCALCS.NET Web: WWW.ENERGYCALCSFL.NET License... Trqjecflnf6rmation For: KENSINGTON RESERVE POOL HOUSE 3912 CRAWLEY DOWN LOOP, SANFORD, FL 32773 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.50 in H2O 0 in H2O 0.50 in H2O 0.336 / 0.164 in H2O 0.227 in/100ft 437 cfm 220 ft Cooling 0.50 in H2O 0 in H2O 0.50 in H2O 0.336 / 0.164 in H2O 0.227 in/100ft 437 cfm Supply"'Branch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name Btuh) cfm) cfm) FR in) in) Matl Ln (ft) Ln (ft) Trunk COMMON c 2832 118 129 0.242 8.0 Ox 0 VIFx 43.8 95.0 st1 COMMON -A c 2832 118 129 0.227 8.0 Ox 0 VIFx 52.9 95.0 st1 LADIES ROOM h 1371 56 52 0.244 5.0 Ox 0 VIFx 42.9 95.0 st1 MEN ROOM h 1475 60 55 0.398 6.0 Ox 0 VIFx 9.6 75.0 STORAGE h 2099 85 71 0.433 6.0 Ox 0 VIFx 7.6 70.0 Name Trunk Type Htg cfm) Cig cfm) Design FR Veloc fpm) Diam in) H x W in) Duct Material Trunk st1 Peak AVF 292 310 0.227 395 12.0 0 x 0 VinlFlx Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb2 Ox 0 437 437 72.0 0.227 556 12.0 Ox 0 VIFx BoldRtallc values have been manually overridden 2017-Jul-21 12:04:06 wrlghtSOfta Rlght-Suite® Universal 2017 17.0.25 RSU19927 Page 1 ownloadslGC CONT POOL CLUBHOUSE MJS 072117.rup Calc = MN5 Front Door faces: SE R Job M POOLHOUSE Performed by ENERGYCALCS.NET for: KENSINGTON RESERVE POOL HOUSE 3912 CRAWLEY DOWN LOOP SANFORD, FL 32773 Level 1 GC CONTRACTING ENERGYCALCS.NET INC 267 DELEON RD DEBARY, FL 32713 Phone: 386-775-0908 WWW.ENERGYCALCSFL.NET MAGGIE@ENERGYCALCS. Scale: 1 : 98 Page 1 Right -Suite@ Universal 2017 17.0.25 RSU19927 2017-Jul-21 12:05:21 T POOL CLUB HOUSE MJS 07211... Project Component List and ERROR (if any) Log : 7/21/2017 11.33:37 AM Project : POOL HOUSE KENSINGTON RESERVE Zone Order: OK Zone: PrOZol OK OK Space: PrOZolSpl OK Wall: PrOZolWal OK Window: PrOZolWalWil OK Wall: PrOZolWa2 OK Window: PrOZolWa2Wil OK Door: PrOZolWa2Drl OK Wall: PrOZolWa3 OK Window: PrOZolWa3Wil OK Wall: PrOZolWa4 OK Door: PrOZo1Wa4Drl OK Roof: PrOZolRfl OK Floor: PrOZolFll OK System: PrOSyl OK End Error Log Error(s) in Project: False PREPARED BY MAGGIE SIMS RESNET RATER #4557900 ENERGYCALCS.NET 386-77S-0908 Florida Building Code, Fifth Edition (2014) - Energy Conservation EnergyGauge Summit® Fla/Com-2015, Effective Date: June 30, 2015 IECC 2012 - Total Building Performance Compliance Option Check List Applications for compliance with the Florida Building Code, Energy Conservation shalll inc This Checklist The full compliance report generated by the software that contains the project summary, compliance summary, certifications and detailed component compliance reports. The compliance report must include the full input report generated by the software as contigous part of the compliance report. Boxes appropriately checked in the Mandatory Section of the complaince report. WARNING: INPUT REPORT NOT GENERATED. To include input report in final submission, go to the Project Form, Settings Tab and check the box - Append Input Report to Compliance Output Report Then rerun your calculation EnergyGauge Summit@ Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 Florida Building Code, Fft Edition (2014) - Energy Conservation IECC 2012 - Total Building Performance Compliance Option 7/21/2017 Page 1 of 12 PREPARED BY MAGGIE SIMS RESNET RATER #4557900 ENERGYCALCS. NET 386-775-0908 PROJECT SUMMARY Short Desc: POOL HOUSE Owner: Enter Owner's name here Addressl: 3912 CRAWLEY DOWN LOOP Address2: Enter Address here Description: KENSINGTON RESERVE City: State: Zip: Type: Office Class: Jurisdiction: SANFORD, SEMINOLE COUNTY, FL (691500) Conditioned Area: 688 SF Conditioned & UnConditioned Area: No of Stories: 1 Area entered from Plans Permit No: 0 Max Tonnage If different, write in: Com®liance Summa Component Gross Energy Cost (in $) LIGHTING CONTROLS EXTERNAL LIGHTING HVAC SYSTEM PLANT WATER HEATING SYSTEMS PIPING SYSTEMS Met all required compliance from Check List? SANFORD FL 32773 New Finished building 688 SF 688 SF 2 Design Criteria Result 867.0 1,083.0 PASSED PASSES No Entry PASSES No Entry No Entry No Entry Yes/No/NA IMPORTANT MESSAGE Info 5009 -- -- -- An input report of this design building must be submitted along with this Compliance Report EnergyGauge Summit@ Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 Florida Building Code, Fifth Edition (2014) - Energy Conservation IECC 2012 - Total Building Performance Compliance Option 7/21/2017 Page 2 of 12 PREPARED BY MAGGIE SIMS RESNET RATER #4SS7900 ENERGYCALCS. NET 386-775-0908 CERTIFICATIONS I hereby certify that the plqnsand spegif cgtions covered by this calculation are in compliance with the Florida Energy Code 1-1 Prepared By: GARYALTMAN CAC 05819' Building Official: Date: I—) Date: CP-C d S-?3 I '9 y - I certify that this building is in compliance with the FLorida Energy Efficiency Code Owner Agent: Date: If Required by Florida law, I hereby certify (*) that the system design is in compliance with the Florida Energy Efficiency Code Architect: Reg No: Electrical Designer: Reg No: Lighting Designer: Reg No: Mechanical Designer: Reg No: Plumbing Designer: Reg No: Signature is required where Florida Law requires design to be performed by registered design professionals. Typed names and registration numbers may be used where all relevant information is contained on signed/sealed plans. EnergyGauge Summit® Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 Florida Building Code, Fifth Edition (2014) - Energy Conservation IECC 2012 - Total Building Performance Compliance Option 7/21/2017 Page 3 of 12 PREPARED BY MAGGIESIMS RESNET RATER#4557900 ENERGYCALCS. NET 386-775-0908 Project: POOL HOUSE Title: KENSINGTON RESERVE Type: Office WEA File: FL ORLANDO SANFORD AIRPORTAW) Building End uses I)Proposed 2) Baseline rotas 54 79 867 1,275 ELECTRiCITY(MBtu/kWh1$) 54 79 15676 23173 867 1,275 AREA LIGHTS 3 4 784 1264 43 70 MISC EQUIPMT 3 3 1008 1008 56 55 PUMPS & MISC 0 0 22 17 1 1 SPACE COOL 32 38 9412 111.64 520 614 SPACE HEAT 4 3 1149 886 64 49 VENT FANS 11 30 3301 8834 183 486 Credits Applied: None PASSES Passing Criteria =1083 Design (including any credits) = 867 Passing requires Proposed Building cost to be at most 85% of Baseline cost. This Proposed Building is at 68% EnergyGauge Summit@ Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 Florida Building Code, Fifth Edition (2014) - Energy Conservation IECC 2012 - Total Building Performance Compliance Optiorn 7/21/2017 Page 4 of 12 PREPARED BY MAGGIE SIMS RESNET RATER #4557900 ENERGYCALCS. NET 386-775-0908 External Lighting Compliance Description Category Tradable? Allowance Area or Length ELPA CLP W/Unit) or No. of Units (W) (W) Sgft or ft) None Project: POOL HOUSE Title: KENSINGTON RESERVE Type: Office WEAFile: FL ORLANDO SANFORD AIRPORT.tm3) Lighting Controls Compliance Acronym Ashrae Description Area Design Min Compli- ID (sq-ft) CP CP ante PrOZo I Sp 1 24,002 Fellowship Hall 688 1 1 PASSES PASSES Project:Project: POOL HOUSE Title: KENSINGTON RESERVE Type: Office WEA File: FL ORLANDO SANFORD AIRPORT.tm3) System Report Compliance PrOSyl System 1 Constant Volume Air Cooled No. of Units Split System < 65000 Btu/hr I Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria fiance Cooling System Air Conditioners Air Cooled 24000 14 13 8 PASSES Split System < 65000 Btu/h Cooling Capacity Heating System Electric Furnace 17500 1 1 PASSES Air Handling Air Handler (Supply) - 800 0 1 PASSES System -Supply Constant Volume Air Handling Air Handler (Return) - 800 0 1 PASSES System - Return Constant Volume Air Distribution ADS System 6 6 PASSES System (Sup) Air Distribution ADS System (Ret) 6 4 PASSES System (Ret) I PASSES III EnergyGauge Summit® FlalCom-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 Florida Building Code, Fifth Edition (2014) - Energy Conservation IECC 2012 - Total Building Performance Compliance Option 7/21 /20 l 7 Page 3 of 12 PREPARED BY MAGGIE SIMS RESNET RATER #4557900 ENERGYCALCS. NET 386-775-0908 Water Heater Compliance Description Type Category Design Min Design Max Comp Eff Eff Loss Loss Hance None: Piping System Compliance Category Pipe Dia Is Operating Ins Cond Ins Req Ins Compliance inches] Runout? Temp [Btu-in/hr Thick [in] Thick [in] F] SF.F] F-- None — EnergyGauge Summit@ Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 Florida Building Code, Fifth Edition (2014) - Energy Conservation IECC 2012 - Total Building Performance Compliance Option 7/21/2017 Page 6 of 12 PREPARED BY MAGGIE SIMS RESNET RATER #4557900 ENERGYCALCS. NET 386-775-0908 Mandatory Requirements (as applicable) Mandatory requirements compiled by US Department of Energy and Pacific Northwest National Laboratory. Adopted with permission Topic Section Component Description Yes N/A Exempt 1. To be checked by Designer or Engineer Fenestration C402.2.7 Envelope U-factor of opaque doors associated with the building thermal envelope meets requirements. Insulation C402.2.1.1 Envelope Nigh-albedo roofs satisfy one of the following: 3-year-aged solar reflectance — 0.55 and thermal emittance — 0.75, 3-year-aged solar reflectance index — 64.0, initial year solar reflectance >_ 0.70 and thermal emittance — 0.75, or initial year solar Wattage C405.6 Exterior Lighting Exterior grounds lighting over 100 W provides >60 Im/W unless on motion sensor or fixture is exempt from scope of code or from external LPD. Wattage C405.4 Interior Lighting Exit signs do not exceed 5 watts per face. 0 0 11 Wattage C405.2.3 Interior Lighting Additional interior lighting power allowed for special functions per the approved lighting plans and is automatically controlled and separated from general lighting. HVAC C403.2.6 Mechanical Exhaust air energy recovery on systems meeting Table C403.2.6 SYSTEM —SPECIFIC C403.3.1,C403.3.1.' Mechanical Air economizers provided where required, meet 1-1 11 the requirements for design capacity, control signal, ventilation controls, high -limit shut-off, integrated economizer control, and provide a means to relieve excess outside air during operation. SYSTEM C403.3.1,C403.4.1 Mechanical Water economizers provided where required, SPECIFIC meet the requirements for design capacity, maximum pressure drop and integrated economizer control. SYSTEM C403.4.1.4 Mechanical Economizer operation will not increase heatingSPECIFIC energy use during normal operation. SYSTEM C403.2.10.1 Mechanical HVAC fan systems at design conditions do notSPECIFIC exceed allowable fan system motor nameplate hp or fan system bhp. SYSTEM SPECIFIC C403.2.10.2 Mechanical HVAC fan motors not larger than allowable limits. SYSTEM —SPECIFIC C404.2 Mechanical Service water heating equipment meets efficiency requirements. SYSTEM C403.2.3 Mechanical Centrifugal fan open -circuit cooling towers havingSPECIFIC combined rated capacity — 1100 gpm meets minimum efficiency requirement: > 38.2 gpm/hp. 2.16 be checked by Plan Revidwi er Air Leakage C402.4.7 Envelope Vestibules are installed on all building entrances. Doors have self -closing devices. Insulation C402.2.6 Envelope Slab edge insulation depth/length. Slab insulation extending away from building is covered by pavement or — 10 inches of soil. Plan Review C103.2 Envelope Plans and/or specifications provide all information with which compliance can be determined for the building envelope and document where exceptions to the standard are claimed. EnergyGauge Summit® Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 Florida Building Code, Fifth Edition (2014) - Energy Conservation IECC 2012 - Total Building Performance Compliance Option 7/21 /2017 Page 7 of 12 PREPARED BY MAGGIE SIMS RESNET RATER #4557900 ENERGYCALCS. NET 386-775-0908 Plan Review C103.2 Exterior Lighting Plans, specifications, and/or calculations provide all information with which compliance can be determined for the exterior lighting and electrical systems and equipment and document where exceptions to the standard are claimed. Information provided should include exterior lighting power calculations, wattage of bulbs and ballasts, transformers and control devices. Wattage C405.6.2 Exterior Lighting Exterior lighting power is consistent with what is shown on the approved lighting plans, demonstrating proposed watts are less than or equal to allowed watts. Plan Review C103.2 Interior Lighting Plans, specifications, and/or calculations provide 0 all information with which compliance can be determined for the interior lighting and electrical systems and equipment and document where exceptions to the standard are claimed. Information provided should include interior lighting power calculations, wattage of bulbs and ballasts, transformers and control devices. HVAC C403.2.5.1 Mechanical Demand control ventilation provided for spaces 500 ft2 and >25 people/1000 ft2 occupant density and served by systems with air side economizer, auto modulating outside air damper control, or design airflow >3,000 cfm. HVAC C403.2.4.3 Mechanical Each zone equipped with setback controls using automatic time clock or programmable control system. Plan Review C103.2 Mechanical Plans, specifications, and/or calculations provide 0 all information with which compliance can be determined for the mechanical systems and equipment and document where exceptions to the standard are claimed. Load calculations per acceptable engineering standards and handbooks. Plan Review C103.2 Mechanical Plans, specifications, and/or calculations provide all information with which compliance can be determined for the service water heating systems and equipment and document where exceptions to the standard are claimed. Hot water system sized per manufacturer's sizing guide. SYSTEM_ SPECIFIC C403.4.5 Mechanical Zone controls can limit simultaneous heating and cooling and sequence heating and cooling to each SYSTEM SPECIFIC C403.4.3.1 Mechanical zone. Three -pipe hydronic systems using a common 0 0 El return for hot and chilled water are not used. SYSTEM —SPECIFIC G403.4.3.2 Mechanical Two -pipe hydronic systems using a common distribution system have controls to allow a deadband >=15 IF, allow operation in one mode for at least 4 hrs before changeover, and have rest controls to limit heating and cooling supply temperature to -30 OF. SYSTEM SPECIFIC C403.4.3.3.1 Mechanical Hydronic heat pump systems connected to a common water loop meet heat rejection and heat addition requirements. SYSTEM —SPECIFIC C408.2.2.2 Mechanical HVAC hydronic heating and cooling coils have means to balance and have pressure test connections. SYSTEM C403.4.2 Mechanical VAV fan motors >=7.5 hp to be driven by variableSPECIFIC speed drive, have a vane -axial fan with variable pitch blades, or have controls to limit fan motor demand. SYSTEM SPECIFIC C403.4.2.1 Mechanical VAV fans have static pressure sensors positioned so setpoint < 1/3 total design pressure. SYSTEM SPECIFIC C403.4.2.2 Mechanical Reset static pressure setpoint for DDC controlled VAV boxes reporting to central controller based on the zones requiring the most pressure. SYSTEM SPECIFIC C403.4.5.4 Mechanical Multiple zone HVAC systems have supply air temperature reset controls. SYSTEM_SPECIFIC C403.4.3.4 Mechanical Hydronic systems greater than 300,000 Btu/h designed for variable fluid flow. EnergyGauge Summit@ Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 Florida Building Code, Fifth Edition (2014) - Energy Conservation IECC 2012 - Total Building Performance Compliance Option 7/21/2017 Page 8 of 12 PREPARED BY MAGGIE SIMS RESNET RATER #4557900 ENERGYCALCS.NET 386-775-0908 SYSTEM SPECIFIC C403.4.3.4 Mechanical Temperature reset by representative building loads in pumping systems for chiller and boiler SYSTEM C403.4.4 Mechanical systems >300,000 Btu/h. Fan systems with motors >=7.5 hp associatedSPECIFIC with heat rejection equipment to have capability to operate at 2/3 of full -speed and auto speed controls to control the leaving fluid temperature or condensing temp/pressure of heat rejection Plan Review C406 Project device. Plans, specifications, and/or calculations provide 110 11 all information with which compliance can be determined for the additional energy efficiency Plan Review C402.3.2.2 Envelope package options. Skylights in office, storage, automotive service, 0 manufacturing, non -refrigerated warehouse, retail store, and distribution/sorting area have a measured haze value > 90 percent unless designed to exclude direct sunlight. 3. To be checked by Inspector Air Leakage C402.4.1,C402.4.2 Envelope The building envelope contains a continuous air 0 a barrier that is sealed in an approved manner and either constructed or tested in an approved manner. Air barrier penetrations are sealed in an Air Leakage C402.4.3,C402.4.4 Envelope approved manner. Factory -built fenestration and doors are labeled as meeting air leakage requirements. Air Leakage C402.4.1.1 Envelope All sources of air leakage in the building thermal envelope are sealed, caulked, gasketed, weather stripped or wrapped with moisture vapor -permeable wrapping material to minimize Air Leakage C402.4.6 Envelope air leakage. Weatherseals installed on all loading dock cargo 11 00 doors. Air Leakage C402.4.8 Envelope Recessed luminaires in thermal envelope to limit 0 infiltration and be IC rated and labeled. Seal between interior finish and luminaire housing. Fenestration C303.1.3 Envelope Fenestration products rated in accordance with NFRC. Fenestration C303.1.3 Envelope Fenestration products are certified as to 0 performance labels or certificates provided. Insulation C303.2 Envelope Below -grade wall insulation installed per manufacturer's instructions. Insulation C303.2 Envelope Slab edge insulation installed per manufacturer's 0 instructions. Insulation C403.2.7,C408.2.8,( Envelope Exterior insulation protected against damage, sunlight, moisture, wind, landscaping and equipment maintenance activities. R-value. For some ceiling systems, Insulation 0402.4.2.1 Envelope Roof verification may need to occur during Framing Insulation C303.2 Envelope Inspection. Roof insulation installed per manufacturer's instructions. Blown or poured loose -fill insulation is installed only where the roof slope is < 3 in 12. Insulation C402.2.1 Envelope Skylight curbs are insulated to the level of roofs with insulation above deck or R-5. Insulation C303.2 Envelope Above -grade wall insulation installed per manufacturer's instructions. Insulation C303.2 Envelope Floor insulation installed per manufacturer's instructions. Insulation C303.1 Envelope Building envelope insulation is labeled with R-value or insulation certificate providing R-value and other relevant data. Insulation C303.2.1 Envelope Exterior insulation is protected from damage with a protective material. Verification for exposed foundation insulation may need to occur during Foundation Inspection. EnergyGauge Summit® Fla/Com-2014, TAM 2014.1.0 Compliant Software. Effective Date: June 30, 2015 Florida Building Code, Fifth Edition (2014) - Energy Conservation IECC 2012 - Total Building Performance Compliance Option 7/21 /2017 Page.9 of 12 PREPARED BY MAGGIE SIMS RESNET RATER #4557900 ENERGYCALCS. NET 385-775-0908 Insulation C402.2.1 Envelope Insulation intended to meet the roof insulation requirements cannot be installed on top of a suspended ceiling. Mark this requirement compliant if insulation is installed accordingly. Controls C405.2.4 Exterior Lighting Automatic lighting controls for exterior lighting installed. Controls C405.2.2.1 Interior Lighting Automatic controls to shut off all building lighting installed in all buildings. Controls C405.2.1.1 Interior Lighting Independent lighting controls installed per approved lighting plans and all manual controls readily accessible and visible to occupants. Controls C405.2.1.2 Interior Lighting Lighting controls installed to uniformly reduce the lighting load by at least 50%. Controls C405.2.2.3 Interior Lighting Daylight zones provided with individual controls 0 that control the lights independent of general area lighting. Controls C405.2.3 Interior Lighting Sleeping units have at least one master switch at the main entry door that controls wired luminaires and switched receptacles. Controls C405.2.2.2 Interior Lighting Occupancy sensors installed in required spaces. Controls C405.2.2.3 Interior Lighting Primary sidelighted areas are equipped with required lighting controls. Controls C405.2.2.3 Interior Lighting Enclosed spaces with daylight area under skylights and rooftop monitors are equipped with required lighting controls. Controls C405.2.3 Interior Lighting Separate lighting control devices for specific uses installed per approved lighting plans. Controls C405.3 Interior Lighting Fluorescent luminaires within odd numbered lamp 00 configurations that are with 10 feet center to center (if recess mounted) or are within 1 foot edge to edge (if pendant or surface mounted) shall be tandem wired. Wattage C405.5.2 Interior Lighting Interior installed lamp and fixture lighting power is consistent with what is shown on the approved lighting plans, demonstrating proposed watts are less than or equal to allowed watts. HVAC C403.2.4.5 Mechanical Freeze protection and snowfice melting system 0 sensors for future connection to controls. HVAC C403.2.3 Mechanical HVAC equipment efficiency verified. 0 Air Leakage C402.4.5.1 Envelope Stair and elevator shaft vents have motorized dampers that automatically close. Air Leakage C402.4.5.2 Envelope Outdoor air and exhaust systems have motorized 00 dampers that automatically shut when not in use and meet maximum leakage rates. Check gravity dampers where allowed. HVAC C403.2.8.1 Mechanical Piping Insulation exposed to weather is protected from damage (due to sun, moisture, wind, etc.). HVAC C403.2.7 Mechanical HVAC ducts and plenums insulated. Where ducts or plenums are installed in or under a slab, verification may need to occur during Foundation Inspection. HVAC C403.2.8 Mechanical Thermally ineffective panel surfaces of sensible heating panels have insulation — R-3.5. HVAC C403.2.7 Mechanical Ducts and plenums sealed based on static pressure and location. HVAC C408.2.2.1 Mechanical Air outlets and zone terminal devices have means for air balancing. HVAC C403.2.11 Mechanical Unenclosed spaces that are heated use only radiant heat. HVAC C403.2.4.1 Mechanical Heating and cooling to each zone is controlled by a thermostat control. HVAC C403.2.4.2 Mechanical Thermostatic controls have a 5 °F deadband. HVAC C403.2.4.2 Mechanical Temperature controls have setpoint overlap restrictions. EnergyGauge Summit® Fla/Com-2014, TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 Florida Building Code, Fifth Edition (2014) - Energy Conservation IECC 2012 - Total Building Performance Compliance Option 7/21/2017 Page 10 of 12 PREPARED BY MAGGIE SIMS RESNET RATER #4557900 ENERGYCALCS. NET 386-775-0908 HVAC C403.2.4.3 Mechanical Automatic Controls: Setback to 55°F (heat) and 85°F (cool); 7-day clock, 2-hour occupant override, 10-hour backup SYSTEM SPECIFIC C404.3 Mechanical Temperature controls installed on service water heating systems (110 OF for dwelling units and lavatories in public restrooms and 90 OF for other occupancies.) SYSTEM SPECIFIC C404.4 Mechanical Automatic time switches installed to automatically switch off the recirculating hot-water system or heat trace. SYSTEM SPECIFIC C404.2 Mechanical Heat traps installed on non -circulating storage water tanks. SYSTEM_SPECIFIC C403.2.3 Mechanical PTAC and PTHP with sleeves 16 in. by 42 in. labeled for replacement only as per Footnote b to Table C403.2.3(3). SYSTEM_SPECIFIC C403.4.2 Mechanical VAV fan — 7.5 hp are driven by mechanical or electrical variable speed drive, or driven by vane -axial with variable speed blades, or operate with motor demand < 30% design kW at 50% design flow - calculations required SYSTEM_SPECIFIC C403.2.8 Mechanical HVAC piping insulation thickness. Where piping is installed in or under a slab, verification may need to occur during Foundation Inspection. SYSTEM C403.2.7.1.3 Mechanical Ductwork operating >3 in. water column requiresSPECIFIC air leakage testing. SYSTEM SPECIFIC C403.4.3.5 Mechanical Reduce flow in pumping systems >10 hp to multiple chillers or boilers when others are shut down. SYSTEM SPECIFIC C403.4.3.3.3 Mechanical Two -position automatic valve interlocked to shut off water flow when hydronic heat pump with pumping system >10 hp is off. SYSTEM SPECIFIC C403.4.6 Mechanical Condenser heat recovery system that can heat Q water to 85 OF or provide 60% of peak heat rejection is installed for preheating of service hot water in 2417 facility, water cooled systems reject 6 MMBtu, SHW load > 1 MMBtu. SYSTEM SPECIFIC C403.4.7 Mechanical Hot gas bypass limited to: 240 kBtu/h — 50% 240 kBtulh — 25% SYSTEM_SPECIFIC C403.2.4.2 Mechanical Heating and cooling to each zone is controlled by a thermostat control. Minimum one humidity control device per installed humidification/dehumidification system. SYSTEM —SPECIFIC C403.2.4.3.3 Mechanical Systems include optimum start controls. SYSTEM C403.2.4.1.1 Mechanical Heat pump controls prevent supplernental electricSPECIFIC resistance heat from coming on when not needed. SYSTEM_SPECIFIC C404.3 Mechanical Public lavatory faucet water temperature—110°F. SYSTEM SPECIFIC C404.5 Mechanical All piping in circulating system insulated SYSTEM —SPECIFIC C404.5 Mechanical First 8 ft of outlet piping is insulated SYSTEM_SPECIFIC C404.5 Mechanical All heat traced or externally heated piping insulated SYSTEM C404.6 Mechanical Controls are installed that limit the operation of aSPECIFIC recirculation pump installed to maintain temperature of a storage tank. SYSTEM_SPECIFIC C404.7.1 Mechanical Pool heaters are equipped with on/off switch and no continuously burning pilot light. SYSTEM_SPECIFIC C404.7.3 Mechanical Vapor retardant pool covers are provided for heated pools and permanently installed spas. SYSTEM SPECIFIC 0404.7.2 Mechanical Time switches are installed on all pool heaters and pumps. Testing C408.2.3.2 Mechanical HVAC control systems have been tested to ensure proper operation, calibration and adjustment of controls. EnergyGauge Summit@ Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 Florida Building Code, Fifth Edition (2014) - Energy Conservation IECC 2012 - Total Building Performance Compliance Option 7/21/2017 Page 11 of 12 PREPARED BY MAGGIE SIMS RESNET RATER #4557900 ENERGYCALCS.NET 386-775-0908 Mandatory Additional C406 Project Efficient HVAC performance, efficient lighting system, or on -site supply of renewable energy consistent with what is shown the approved plans. Insulation C402.2.8 Project Bottom surface of floor structures incorporating 0 0 0 radiant heating insulated to > R-3.5. 4. To be checked by Inspector at Project Completion and Prior to Issuance of Certificate of Occupancy Post Construction C408.3 Exterior Lighting Lighting systems have been tested to ensure proper calibration, adjustment, programming, and operation. Post Construction C408.2.5.1 Interior Lighting Furnished as -built drawings for electric power systems within 30 days of system acceptance. Post Construction C303.3,C408.2.5.2 Interior Lighting Furnished O&M instructions for systems and 0 11 equipment to the building owner or designated representative. Post Construction C408.3 Interior Lighting Lighting systems have been tested to ensure proper calibration, adjustment, programming, and operation. Post Construction C408.2.5.1 Mechanical Furnished HVAC as -built drawings submitted within 90 days of system acceptance. Post Construction C303.3,C408.2.5.2 Mechanical Furnished O&M manuals for HVAC systems El 1:1 El within 90 days of system acceptance. Post Construction C408.2.5.3 Mechanical An air and/or hydronic system balancing report is provided for HVAC systems. Post Construction 0408.2.1 Mechanical Commissioning plan developed by registered 00 El design professional or approved agency. Post Construction C408.2.4 Mechanical Preliminary commissioning report completed and certified by registered design professional or approved agency. Post Construction C408.2.5.4 Mechanical Final commissioning report due to building owner within 90 days of receipt of certificate of Post Construction C408.2.3.1 Mechanical occupancy. HVAC equipment has been tested to ensure 0a proper operation. Post Construction C408.2.3.3 Mechanical Economizers have been tested to ensure proper operation. EnergyGauge Summit® Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 Florida Building Code, Fifth Edition (2014) - Energy Conservation IECC 2012 - Total Building Performance Compliance Option 7/21/2017 Page 12 of 12 Blanton, Deborah From: Riley, Sandra <SRiley@seminolecountyfl.gov> Sent: Thursday, October 12, 2017 11:53 AM To: Blanton, Deborah; Bland, Annette; Johnson, JoAnn Cc: bruce@luxurypoolbrokers.com Subject: 3912 Crawley Down Good Morning, After speaking with Bruce regarding the project of a pool and clubhouse at 3912 Crowley Down, there will not be additional Seminole County Impact Fees for this project. Please let me know if you have any questions. Best Regards, SaA,x. as RUztj Program Manager I Electronic Plan Review Administrator Seminole County Building Division 1101 E. First St. Sanford FL 32771 407-665-7474 Other Helpful Links: Planning & Development I Building Permitting I ePlan Applicant User Guide I How to Apply Online Guide for Building Permits I ePlan Video Tutorials I ePlan Login Page I Planning & Development Review Division Processes I Bldg Div Forms and Applications Florida has a very broad Public Records Law. Virtually all written communications to or from State and Local Officials and employees are public records available to the public and media upon request. Seminole County policy does not differentiate between personal and business emails. E-mail sent on the County system will be considered public and will only be withheld from disclosure if deemed confidential pursuant to State Law.**** It CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION PERMIT # 17-2736 Application No: Documented Construction Value: $ 3,700.00 Job Address: 3912 CRAWLEY DOWN LOOP, SANFORD, FL 32773 Historic District: Yes No El Parcel 1D: KENSINGTON RESERVE, PB 881, PGS 86-92, SEMINOLE COUNTY, FL Residential ElCommercial 0 Type of Work: New n Addition Alteration Repair Demo Change of Use Move Description of Work: INSTALL AC SYSTEM AND EQUIPMENT FOR COMMUNITY CLUBHOUSE PER PLANS Plan Review Contact Person: BRUCE E. CURRY Phone: 407-369-2289 Fax: Title: PROJECT COORDINATOR Email: Bruce@LuxuryPoolBrokers.com Property Owner Information Name BRISSON WEST PROJECT 1, LLC Street: 8534 YANKEE STREET, SUITE. 2B City, State Zip: DAYTON, OH 45458 Name HAMBY CONTRACTING, INC. Street: 2995 N. OCEANSHORE BLVD Phone: 513-200-0523 (DOUG PRODOEHL) Resident of property? : NO Contractor Information Phone: 386-931-0068 Fax: City, State Zip: FLAGLER BEACH, FL 32136 State License No.: CMC042533 Architect/Engineer Information Name: ENERGYCALCS.NET, INC Phone: 386-775-0908 Street: 267 DELEON RD Fax: City, St, Zip: DEBARY, FL 32713 E-mail: Bonding Company: N/A Address: ------------------------------ Mortgage Lender: N/A Address: ------------------------------- 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. 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 pernut must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51 Edition (2014) Florida Building Code Revised: June 30, 2015 Penn it Application 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 1 will notify the owner of the property of the.requirements of Florida Lien. Law, FS 713. The Cite of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed) contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of.submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance, with local ordinance. Should calculated charges figured off the executed contract exceed the actual_ construction value, credit will be applied to your pemiit'fees when the permiti's issued. 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. Signature of Owna7Agent Print C4ner4Agent's-'Natne Date Signature of Notary Date Signature ofConlractor/Agent Date' EDWARD EUGENE HAMBY, SR. Print Contract of/AgenCs Name 0 L. C000 State of Florida p GCS 06902. ires;Jan 12,1021 OwInerlAgent is,, Personally Kno-wri to NVIe or Contractor/Agent n Produced ID Type of ID', Pfeducea-TT' in .ci IL BELOW IS FOR OFFICE USE ONLY Peenuts Required- Building Electrical Mechanical PlumUingO Gas[]Roof Construction Type: Occupancy Use: Flood Zone: Total S.q Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing _ # of Fixtures Fire SpiviklerPerinit: Yes No # of Heads Fire Alann Permit: Yes No APPROVALS ZONING: ENGINEERING: COMMENTS: UTILITIES: WASTE WATER: FIRE: BUILDING: Revised: June 30.1015 Permit Application PANEL A SURFACE MOUNTED 120/240 VOLT 1 PHASE 3 WIRE WITH GROUND 200A MCB NEMA 1 10,000 AIC NOTES CKT. DESCRIPTION BREAKER A B I BREAKER DESCRIPTION ICKT. I NO. NOTESNO. TRIP POLE VOLT VOLT POLE TRIP 2 1 MEN'S RESTROOM GFI 20 1 120 180 720 120 1 1 20 RECEPTACLE OUTSIDE 2 2 1 3 LIGHTS MEN'S RR & ELEC RM 20 1 120 500 180 120 1 20 WOMEN'S RESTROOM GFI 4 2 2 5 RECEPTACLE OUTSIDE 20 1 120 360 360 120 1 20 RECEPTACLE OUTSIDE 6 2 1 7 TIMECLOCK 20 2 120 120 600 120 1 20 STORAGE RECEPTACLE 8 2 9 TIMECLOCK 1416 240 2 20 AC COMPRESSOR 10 3 5 11 DRINKING FOUNTAIN 20 1 120 700 1416 AC COMPRESSOR 12 3 5 13 POOL EQUIPMENT 50 2 240 4800 4800 14 1 151 POOL EQUIPMENT 16 4 17 AIR HANDLER 30 2 240 2500 18 4 19 AIR HANDLER 30 2 240 2500 20 22 24 26 28 30 CONNECTED VA SYSTEM VOLTS PHASE AMPS 6540 6960 NOTES( ) 120/240, 1 PHASE 27.25 29 NOTES LOAD TYPE CONNECTED NEC DEMAND DEMAND LOAD 1 LIGHTING 1220 1.25 1525 VA 1980 VA 0 VA 0 VA 0 VA 21790 0 VA 25295 2 RECEPTACLES 1980 1 3 N/A 0 0 4 N/A/ 0 0 5 MISC. NON CONTINUOUS 0 1 6 CONTINUOUS 17432 1.25 7 COMMON 0 0 TOTA 120/240, 1 PHASE 105AMPS` 1A GENERAL NOTES CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF WITH EXISTING CONDITIONS PRIOR TO SUBMITTING A PROPOSAL ALL WORK SHALL BE IN ACCORDANCE WITH THE 2011 EDITION OF THE NATIONAL ELECTRICAL CODE. ALL CONDUCTORS SHALL BE COPPER, 012 MINIMUM. ALL CONDUITS SHALL HAVE A PROPERLY SIZED EQUIPMENT GROUNDING CONDUCTOR, PROVIDE ALL NECESSARY PULL/JUNCTION BOXES, SUPPORTS AND MISC. ITEMS FOR A COMPLETE INSTALLATION. THE USE OF TYPE'MC' CABLE MAY BE USED, IF IT MEETS THE REQUIREMENTS OF THE N.E.C. PROVIDE TYPE WRITTEN PANEL DIRECTORIES. ALL WIRING SHALL BE IN A CONTINUOUS CONDUIT SYSTEM, ALL LIGHT FIXTURES SHALL BE SUPPORTED INDEPENDENTLY OF SUSPENDED CEILINGS. ELECTRICAL WORK SHALL BE COORDINATED WITH ALL OTHER TRADES. SWITCHES AND RECEPTACLES SHALL BE 20 AMP COMMERCIAL GRADE AND NORY IN COLOR. PROVIDE MATCHING COVER PLATES. CONCEAL ALL CONDUITS AND BOXES UNLESS OTHERWISE NOTED. COORDINATE ALL POWER REQUIREMENTS WITH LOCAL POWER COMPANY ENGINEER. PROVIDE AND MAINTAIN TEMPORARY POWER AND LIGHTING SYSTEM FOR DURATION OF THE PROJECT. EMT FITTINGS SHALL BE DIE CAST SET SCREW. MAKE FINAL CONNECTIONS TO EQUIPMENT WITH FLEXIBLE METAL CONDUIT. LIQUID TIGHT WHERE EXPOSED TO WEATHER. ALL BRANCH CIRCUITS MEET THE FBC ENERGY CODE 505.7 FOR LESS THAN 3 PERCENT VOLTAGE DROP. POOL PANEL FMCON=R RNISHED BY POOL CONTRACTOR. TO PROVIDE BONDING OF THE POOL SHELL, INGS, MOTORS, FENCING, LIGHT NICHES R AREAS PER ART. 680 OF THE N.E.C. THE EXACT LOCATION OF EQUIPMENT) 1"C. i 2-p6THWNcuX8TIfMicu. 4/O THWN CU. _ TO PANEL A CIR— A, PANEL BOX TO BE SUED TO ALLOW ADDRIOH OF (4) PEDESTRIAN STREET LIGHTS AROUND POOL 100 WATT MH EACH FIXTURE ALL FA6ELECTFROOM ALL OUTLIGHTS I' C SINGLE PHASE 200 AMP MAIN BREAKER PANEL NEMA 111 CIRCUIT METER OMAIN TIMECLOCK WITH CONTACTS OUTSIDE LIGHTS, FANS 8RESTROOUTSIDEVENTFANS O p POOL PANEL IS SUPPLIED BY POOL POOLPNL CONTRACTOR AND ALL POOL EQUIP. IS PREWIRED. CONTRACTOR TO D.PPLEWI(3)= 2 Wb60•m IN TALL A 2 POLE W AMP t PHASE CIRCUIT TO FEED POOL PANEL AS SHOWN AND PROVIDE ALL N ECESSARY BONDING TO PREWIRED WNTHCOPPER CONDUCTORS EgUIPMENT. LIFER Ground R4 Copgr8olM t0 BNIICIIp S— Y'C.,(3) 4.0 AL FROM POWER COMPANY 1" C. 2I/B TN WCU. ELECTRICALRISER DIAGRAM tJB THWN CU. M 0THINN CU. N.T.S. ELECTRICAL LEGEND i LJ ELECTRIC METER LLLl JJJ ELECTRIC PANEL BREAKER BOX 7 EXHAUSTFANTOTIME CLOCK TO BE WIRED WITH A HEAT SENSOR 13 OUTDOOR WALL LIGHT FIXTURE QO CEILING LIGHT/ BULB FIXTURE SWITCH RECES.EOFIXTURE GROUND FAULTINTERUPTOR GFI DUPLEX OUTLET CEILING FAN WITH LIGHT OOCCUPANCY SENSOR LE - TON OR EQUAL EMERGENCYLIGHTWITHBATTERYBACK UP XIT COMBINATION EXITSIGN EMERGENCY LIGHT WITH BATTERY BACK UP SPC SOLAR PHOTOCELL CONTROL P.C. PULLCHAIN OR SWITCH FOR ATTIC LIGHT SHEET: ELECTRICAL PLAN CABANA REST ROOMS. SWIMMING POOL Page 6 of 8 LAST RELEASED DATE. 09/08/ 2017 i.6 LU o OM o LLJ O O 01 ( SOH EEWwC) 2 a) Z po E Za, 111 M SCALE: 1/4"" 1•-0" W Cn N N UCCJ) H.7 3 CD N w ayNC +. YY Nj z E•" y0 CL W m OC O` C/ ~' C T O O d N-1O tof 00.1M O LA 4 00 04 w N N O (AZ N Q o M c Q C Ud+ 00 „tf 0O U 0 c=.oU ECD c k7 U) U i 0 v jU V RIC' S ELECTRIC, LLC CERTIFIED ELECTRICAL CONTRALTO EC13007070 1210 SHORECREST CIRCLE CLERMONT, FL 34711 PHONE: 352-267- 7140 NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE VMND LOAD REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE SECTION 1609 AND INCLUDING ASCE 7-10. 61e i. WIND SPEED = 139 MPH ULTIMATE WIND SPEED (Vult) AND 108 (Vasil) 2. RISK CATEGORY 2/ CONSTRUCTION TYPE =5-B 3. EXPOSURE CATEGORYC 4. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS IS.18 RICHARD . BATCHELOR AND HEIGHT 8 EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40 CON RACTOR 11111i1s!!I/! T. S. CHEHAL Licensed Professional Engineer, 531 S. S.R. 434 0,7 Altamonte Spring, FL 32714 _ ." 'Fy Phone (407) 521-5557 tTATEhr Fax (407) 521-5434 P. E. 0040748 , ,`' KENSINGTON RESERVE 3912 CRAWLEY DOWN LOOP SANFORD, FLORIDA 32773 SEMINOLE COUNTY - FLORIDA The construction type for the above referenced project is 5-B