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Home My WebLink About2412 Chase Ave 17-620; NEW SFHCITY OF SANFORD MAR o 6 2017 BUILDING &FIRE PREVENTION PERMIT APPLICATION Application No: 1-7— Qb Documented Construction Value: $ o LIOD Job Address: all I s) C h P se, Pry Historic District: Yes No Parcel ID: 3 („ _ I'( 60 176 Residential DO Commercial Type of Work: New X Addition A_lyteration Repair Demo Change of Use Move Description of Work: I (Luc I sT R_ e_ 159 Y; jZC—s Plan Review Contact Person: I for w`R 1 Title: Phone: `-tU (-tD?'2' jCe Fax: 4Q -(442- 011;tP Email: CnF+r COr 1,i P1.O2S Of, C /1 pp , Property Owner Information Name N 1 A%L Pn i c5- S Phone: Street: City, Stafe'Zp Resident of property? : Contractor Information Name C nrI.F,C z` " Phone: Street: CQ T3( Fax: o-7 City, State Zip: 6 R ` fF ` 3 State License No.: C rchitect/ Engineer Information Name:° A Phone: 5 l S— NO 44, L,0114S Street: Fax: City, St, Zip: E-mail: U Q CQV, t t -Lu rA Bonding Company: Address: Mortgage Lender: _ Ho-4- Q,,, a /g(4 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: Sch Edition (2014) Florida Building Code Revised: June 30, 2015 1 i 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 Signature of Contractor/Agent Date Print Owner/Agent's Name Prinj, b— tractorMgent's N Signature of Notary -State of Florida Date Signature of- -S 'e __ ANI*TTE 9L. AND Notary Oldie - stile of Florida Commission 0 GG 060623 aivd;r my Comm. Expires Jan 16, 2018 Owner/Agent is Personally Known to Me or Contrae n n to- e or Produced ID Type of ID ProducetfD--'Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building® Electrical® Mechanical© Plumbing i(I Gas[] Roof Construction Type: \16 Occupancy Use: R3 Flood Zone: JC _5 EE gTTi464EZ Total Sq Ft of Bldg: (g l (o Min. Occupancy Load: 10 # of Stories: New Construction: Electric - # of Amps 2490 Plumbing - # of Fixtures 1 (o Fire Sprinkler Permit: Yes No RJ 9 of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: _ -i UTILITIES: b-0•/ WASTE WATER: ENGINEERING: 1 C 3 1J FIRE: BUILDING: iF 7-10' t 7. COMMENTS: Ok to construct single family residential structure as shown on plan. Meets area and dimension regulations for the SR-1 zoning district. 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 he done in compliance with all applicable laws regulating construction and zoning. Si'iature of 9wn gent Da c Signature of Contractor/Agent Date 4uw u,j Print Owner/Age' s e Pri untract r/Agent's N.mie r Signat —"Notary- lift otaryl T pV ANNETTE BLAND STATE: OF FLORIDA • N Ficaft Cm * FF9151352 My Comm. Explrea Jan 16, 2018 , Expires 917/2019 Owner/Agent is Personally Known to Me or Eontractor/ gent is R wn to Me or Produced ID _ Type of ID RbL P -i 20-C-6-2 - n 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 - # ofAmps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No 4 of Heads Fire Alarm Permit: Yes No [ APPROVALS ZONING: UTILITIES WASTE WATER: ENGINEERING:- FIRE: BUILDING: COMMENTS: Revised: A= 30, 2015 Permit Application City of Sanford Building and Fire Prevention Division 300 N. Park Ave Sanford, FL 32772 2017 Residential Permit Fee Calculation Form Effective February 2017 -August 2017 BP# 17-620 2412 Chase Ave Type of Construction: VB SQUARE FOOTAGE OF RESIDENCE LESS GARAGE: I 1456 square feet SQUARE FOOTAGE OF GARAGE ONLY: 1 3601 square feet SQUARE FOOTAGE OF GARAGE AND RESIDENCE: I 1816 square feet Dollar Valuation of Work: $1815997.93 State Fee: Permit Fee Application Fee: Plan Review Fee: Total Building Permit Fees 56.55 1,313.99 25.00 545.99 1,941.53 r-i 00 O O O O O O O O O O N cn CD CD CDm UQ CD O CD CD O O OCDCDCD OCD r: fD RECORD COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Chase Ave Residence Builder Name: Culbreth Construction Street: 2412 Chase Ave. Permit Office: City, #1 7 6 0State, Zip: Sanford , FL , Owner: Permit Number: Jurisdiction: 6q/ te nSANFORDDesignLocation: FL, Sanford County:: Seminole (Florida Climate Zone 2 1. New construction or existing New (From Plans) 9. Wall Types(1624.0 sgft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1269.30 ft2 b. Frame - Wood, Adjacent R=13.0 354.67 ft2 3. Number of units, if multiple family 1, c. N/A R= ft2 4. Number of Bedrooms 4 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (1432.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1432.00 ftz 6. Conditioned floor area above grade (ftz) 1432 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ftz 7. Windows(174.0 sgft.) Description Area a. Sup: Attic, Ret: Attic, AH: Garage 6 571 a. U-Factor: Dbl, U=0.34 134.00 ft2 SHGC: SHGC=0.32 b. U-Factor: Dbl, U=0.63 40.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.32 a. Central Unit 30.0 SEER:14.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 30.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 1.500 ft. Area Weighted Average SHGC: 0.320 14. Hot water systems a. Electric Cap: 40 gallonsEF: 8. Floor Types (1430.9 sgft.) Insulation Area 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1432.00 ft2 b. Conservation features b. NiA R= ft2 None c. NIA R= ft2 15. Credits Pstat Glass/Floor Area: 0.122 Total Proposed Modified Loads: 46.62 r CSPASSTotalBaselineLoads: 48.15 1 hereby certify that the plans and specifications covered by Review of the plans and JOi4E S7'4?' this calculation are in compliance with the Florida Energy specifications covered by thisy Code. L.c. calculation indicates compliance with the Florida Energy Code. iun ° 0 PREPARED BY: /L Before construction is completed DATE: 12/20/16 this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as designed, i in compliance Florida Statutes. with the Florida Energy Code. GOD 4WD OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: -7 Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. 12/20/2016 10:57 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 6 FORM R405-2014 PROJECT Title:. Chase Ave Residence Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 1432 Lot # Owner: Total Stories: 1 Block/SubDivision: of Units: 1 Worst Case: No PlatBook: Builder Name: Culbreth Construction Rotate Angle: 0 Street: 2412 Chase Ave. Permit Office: Cross Ventilation: No County: Seminole Jurisdiction: Whole House Fan: No City, State, Zip: Sanford , Family Type: Single-family FL, New/Existing: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp' Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Sanford FL_ORLANDO_SANFOR 2 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Entire House 1432 13308.3 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 BEDROOM 3 139 1292.7 No 1 1 1 Yes Yes Yes 2 MASTER BEDROO 191 1776.3 No 2 1 1 Yes Yes Yes 3 WIC 48 446.4 No 0 1 Yes Yes Yes 4 MASTER BATH 75 697.5 No 0 1 Yes Yes Yes 5 BATHROOM 2 68 632.4 No 0 1 Yes' Yes Yes 6 BEDROOM 4 113 1050.9 No 1 1 1 Yes Yes Yes 7 WIC 3 25 232.5 No 0 1 Yes Yes Yes 8 WIC 2 19 176.7 No 0 1, Yes Yes Yes 9 BEDROOM 2 117 1088.1 No 1 1 1 Yes Yes Yes 10 FAMILY/DINING 351 3264.3 No 5 1 Yes Yes Yes 11 KITCHEN/NOOK 272 2529.6 Yes 0 1 Yes Yes Yes 12 WIC 4 13 120.9 No 0 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio BEDROOM 3 23.3 ft 0 139.2 ft2 0 0 1 2SIab-On-Grade Edge Insulatio MASTER BEDRO 14.3 ft 0 191.4 ft2 0 0 1 3 Slab -On -Grade Edge Insulatio WIC 14.3 ft 0 48 ft2 0 0, 1 4SIab-On-Grade Edge Insulatio MASTER BATH 8.3 ft 0 75 ft2 0 0 1 5SIab-On-Grade Edge Insulatio BATHROOM 2 1 ft 0 67.6 ft2 0 0 1 12/20/2016 10:57 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 6 FORM R405-2014 FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 6 Slab -On -Grade Edge Insulatio BEDROOM 4 10.7 ft 0 113.3 ft2 0 0 1 7 Slab -On -Grade Edge Insulatio WIC 3 4.3 ft 0 24.6 ft2 0 0 1 8 Slab -On -Grade Edge Insulatio WIC 2 1 ft 0 18.6 ft2 0 0 1 9 Slab -On -Grade Edge Insulatio BEDROOM 2 10.7 ft 0 117.3 ft2 0 0 1 10SIab-On-Grade Edge Insulatio FAMILY/DINING 38.7 ft 0 350.7 ft2 0 4 0 1 11SIab-On-Grade Edge Insulatio KITCHEN/NOOK 11.3 ft 0 271.9 ft2 0 0 1 12SIab-On-Grade Edge Insulatio WIC 4 1 ft 0 13.3 ft2 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch v # Type Materials Area Area Color Absor. Tested Tested lnsull deg) 1 Gable or Shed Composition shingles 1508 ft2 238 ft2 Medium 0.9 No 0.9 No 0 18.4 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1431 ft2 N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) BEDROOM 3 30 Blown 139 ft2 0.1 Wood 2 Under Attic (Vented) MASTER BEDRO 30 Blown 191 ft2 0.1 Wood 3 Under Attic (Vented) WIC 30 Blown 48 ft2 0.1 Wood 4 Under Attic (Vented) MASTER BATH 30 Blown 75 ft2 0.1 Wood 5 Under Attic (Vented) BATHROOM 2 30 Blown 68 ft2 0.1 Wood 6 Under Attic (Vented) BEDROOM 4 30 Blown 113 ft2 0.1 Wood 7 Under Attic (Vented) WIC 3 30 Blown 25 ft2 0.1 Wood 8 Under Attic (Vented) WIC 2 30 Blown 19 ft2 0.1 Wood 9 Under Attic (Vented) BEDROOM 2 30 Blown 117 ft2 0.1 Wood 10 Under Attic (Vented) FAMILY/DINING 30 Blown 351 ft2 0.1 Wood 11 Under Attic (Vented) KITCHEN/NOOK 30 Blown 272 ft2 0.1 Wood 12 Under Attic (Vented) WIC 4 30 Blown 13 ft2 0.1 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Space _, allln Ft In Et In Ares RX-alut, Fraction Ahqnr Grade% 1 N Exterior Concrete Block - Int InsSEDROOM 3 4.1 12 0 9 4 112.0 ft2 0 0 0.8 0 2 E Exterior Concrete Block - Int InsBEDROOM 3 4.1 11 4 9 4 105.8 ft2 0 0 0.8 0 3 E Exterior Concrete Block - Int InsWASTER BE 4.1 14 4 9 4 133.8 ft2 0 0 0.8 0 4 E Exterior Concrete Block - Int Insul WIC 4.1 9 0 9 4 84.0 ft2 0' 0 0.8 0 12/20/2016 10:57 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 6 FORM R405-2014 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Ornt To WAI TvnnP Space RA/atue Ft In Ft in Area R-Vallia Frartin u 5 S Exterior Concrete Block - Int Insul WIC 4.1 5 4 9 4 49.8 ft2 0 0 0.8 0 6 S Exterior Concrete Block - Int InsWASTER BA 4.1 8 4 9 4 77.8 ft2 0 0 0.8 0 7 S Exterior Concrete Block - Int InsBEDROOM 4 4.1 10 8 9 4 99.6 ft2 0 0 0.8 0 8 N Exterior Concrete Block - Int Insul WIC 3 4.1 4 4 9 4 40.4 ft2 0 0 0.8 0 9 N Exterior Concrete Block - Int InsBEDROOM 2 4.1 10 8 9 4 99.6 ft2 0 0 0.8 0 10 N Exterior Concrete Block - Int InshIAMILY/DINI 4.1 22 0 9 4 205.3 ft2 0 0 0.8 0 11 W Exterior Concrete Block - Int lnSG14MILY/DINI 4.1 16 8 9 4 155.6 ft2 0 0 0.8 0 12 S Exterior Concrete Block - Int Ins141TCHEN/NO 4.1 11 4 9 4 105.8 ft2 0 0 0.8 0 13 W Garage Frame - Wood KITCHEN/NO 13 6 8 9 4 62.2 ft2 0.23 0.75 0 14 N Garage Frame - Wood KITCHEN/NO 13 3 4 9 4 31.1 ft2 0.23 0.75 0 15 W Garage Frame - Wood KITCHEN/NO 13 6 4 9 4 59.1 ft2 0.23 0.75 0 16 S Garage Frame - Wood KITCHEN/NO 13 2 0 9 4 18.7 ft2 0.23 0.75 0 17 W Garage Frame - Wood KITCHEN/NO 13 5 0 9 4 46.7•ft2 0.23 0.75 0 18 S Garage Frame - Wood FAMILY/DINI 13 14 8 9 4 136.9 ft2 0.23 0.75 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 W Insulated FAMILY/DINI None 6 3 8 24 ft2 2 W Wood KITCHEN/NO None 46 2 8 6 8 17.8 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang V Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 E 2 Vinyl Low-E Double Yes 0.34 0.32 15.0 ft2 1 ft 6 in 0 ft 4 in Drapes/blinds None 2 E 3 Vinyl Low-E Double Yes 0.34 0.32 30.0 ft2 1 ft 6 in 0 ft 4 in Drapes/blinds None 3 S 6 Vinyl Low-E Double Yes 0.34 0.32 9.0 ft2 1 ft 6 in 0 ft 4 in Drapes/blinds None 4 S 7 Vinyl Low-E Double Yes 0.34 0.32 15.0 ft2 1 ft 6 in 0 ft 4 in Drapes/blinds . None 5 N 9 Vinyl Low-E Double Yes 0.34 0.32 15.0 ft2 1 ft 6 in 0 ft 4 in Drapes/blinds None 6 N 10 Vinyl Low-E Double Yes 0.34 0.32 20.0 ft2 1 ft 6 in 0 ft 4 in Drapes/blinds None 7 W 11 Vinyl Low-E Double Yes 0.34 0.32 30.0 ft2 1 ft 6 in 0 ft 4 in Drapes/blinds None 8 W 13 Vinyl Low-E Double Yes 0.63 0.32 40.0 ft2 1 ft 6 in 0 ft 4 in Drapes/blinds None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 366.74 ft2 384 ft2 38.67 ft 9.33 ft 0 12/20/2016 10:57 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 6 FORM R405-2014 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess 0003 1126.1 61.82 116.26 .219 5.0768 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:8.2 30 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 14 30 kBtu/hr cfm 0.7 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 40 gal 70 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name None None Collector Storage System Model # Collector Model # Area Volume ft2 FEF DUCTS Supply ---- V # Location R-Value Area Return --- Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT QN RLF HVAC # Heat Cool 1 Attic 6 571 ft2 Attic 571 ft2 Default Leakage Garage (Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y Coolingj Jan Feb Mar Heatinf X] Jan EX Feb f X Mar Ventin [ ] Jan [ Feb [X Mar Ceiling Fans: Jul rj AugSe Oct Nov fAPr [ ]May JunJul AuSeP Oct XNov Jun ri Apr [ ] May rl X] A r [ ] MaJunJulAug [ Se [X] Oct (X] Nov Dec X Dec Dec 12/ 20/ 2016 10: 57 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software IPage 5 of 6 FORM R405-2014 Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 12/20/2016 10:57 AM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 6 of 6 FORM R405-2014 R GY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 97 The lower the EnergyPerformance Index, the more efficient the, home. 2412 Chase Ave., Sanford, FL, 1. New construction or existing 2. Single family or multiple family 3, Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows** Description a. U-Factor: Dbl, U=0.34 SHGC: SHGC=0.32 b. U-Factor: Dbl, U=0.63 SHGC: SHGC=0.32 c. U-Factor. N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. N/A c. N/A New (From Plans) 9. Wall Types Single-family a. Concrete Block - Int Insul, Exterior b. Frame - Wood, Adjacent 1 c. N/A 4 d. N/A 10. Ceiling TypesNoa. Under Attic (Vented) 1432 b. N/A Area c. N/A 134.00 ft2 11. Ducts a. Sup: Attic, Ret: Attic, AH: Garage 40.00 ft2 12. Cooling systems ft2 a. Central Unit ft2 1.500 ft. 0.320 Insulation Area R=0.0 1432.00 ft2 R= ft2 R= ft2 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features-, t, i Builder Signature: Date: Address of New Home: 2-117-Ch A.5z- rwe- City/FL Zip: 51r1 ( Insulation Area R=4.1 1269.30 ft2 R=13.0 354.67 ft2 R= ft2 R= ft2 Insulation Area R=30.0 1432.00 ft2 R= ft2 R= ft2 R ft2 6 571 kBtu/hr Efficiency 30.0 SEER:14.00 kBtu/hr Efficiency 30.0 HSPF:8.20 Cap: 40 gallons EF: 0.95 Pstat Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 12/20/2016 10:57 AM EnergyGauge@ USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 Load Short Form Entire House iF n For: Ave.- • Ave.,2412 Chase • • Job: 1432 Sq. Ft. Date: Dec 20, 2016 By: Steven Ferrell HEATING EQUIPMENT COOLING EQUIPMENT Make Carrier Make Carrier Trade Trade Model CH14NBO3000G Cond CH14NBO3000G AHRI ref 5824717 Coil FB4CNP030 AHRI ref 5824717 Efficiency 8.2 HSPF Efficiency 11.5 EER, 14 SEER Heating input Sensible cooling 21000 Btuh Heating output 29600 Btuh @, 47°F Latent cooling 9000 Btuh Temperature rise 31 F Total cooling 30000 Btuh Actual air flow 875 cfm Actual air flow 875 cfm Air flow factor 0.046 cfm/Btuh Air flow factor 0.041 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.83 ROOM NAME Area ft2) Htg load Btuh) Clg load Btuh) Htg AVF cfm) Clg AVF cfm) BEDROOM 3 139 2648 2227 122 91 MASTER BEDROOM 191 1906 2905 88 118 WIC 48 1516 707 70 29 MASTER BATH 75 1003 627 46 26 BATHROOM 2 68 73 146 3 6 BEDROOM-4 113 1330 1167 61 47 WIC 3 25 469 235 22 10 WIC 2 19 20 40 1 2 BEDROOM 2 117 1334 1138 61 46 FAMILY/DINING 351 5541 7576 255 308 KITCHEN/NOOK 272 3135 4697 144 I 191" Wire A 44 4A A 4 4 Calculations approved by ACCA to meet all requirements of Manual V1 8th Ed. 2016-Dec-20 10: 35: 05 wrightsoft° Comfort Builder by Wrightsoft 15.0.19 RSU18350 page 1 f'h.iiil?'l ...\Chase Ave\4-Wrightsoft\Chase Ave Residence.rup Calc = W8 Front Door faces: W Project Summary Job: 1432Sq. Ft. Date: Dec 20, 2016 Entire House By: Steven Ferrell ResidenceFor: ChaseAve. Sanford, 2412ChaseAve., Notes: o • ME Weather: Orlando, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 44 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 15658 Btuh Structure 16536 Btuh Ducts 3334 Btuh Ducts 4957 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 18991 Btuh Use manufacturer's data n Rate/ swing multiplier 0.98 Infiltration Equipment sensible load 21063 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 3508 Btuh Ducts 744 Btuh Heatingg Coolingg Central vent (0 cfm) 0' Btuh Area ( ft2) 1432 1432 Equipment latent load 4252 Btuh Volume ( ft3) 13307 13307 Air changes/hour 0.45 0.23 Equipment total load 25315 Btuh . Equiv. AVF (cfm) 100 51 Req. total capacity at 0.70 SHR 2.5 ton Heating Equipment Summary Cording Equipment Summary Make Carrier Make Carrier Trade Trade Model CH14NBO3000G Cond CH14NBO3000G AHRI ref 5824717 Coil FB4CNP030 AHRI ref 5824717 Efficiency 8.2 HSPF Efficiency 11.5 EER, 14 SEER Heating input Sensible cooling 21000 Btuh Heating output 29600 Btuh @ 47`F Latent cooling 9000 Btuh Temperature rise 31 OF Total cooling 30000 Btuh Actual air flow 875 cfm Actual air flow 875 cfm Air flow factor 0.046 cfm/Btuh Air flow factor 0.041 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.83 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2016- Dec-20 10:35:05 wrightsoft` Comfort Builder by Wrightsoft 15.0.19 RSU18350 Page 1 Chase AveWWrightsoft\Chase Ave Residence.rup Calc = MJ8 Front Door faces: W AED Assessment Entire House Sanford, For: Chase Ave. Residence 2412 Chase Ave., psrenCenci`itic Job: 1432 Sq. Ft. Date: Dec 20, 2016 By: Steven Ferrell Location: Indoor: Heating Cooling Orlando, FL, US Indoor temperature (°F) 70 75 Elevation: 105 ft Design TD (T) 28 18 Latitude: 28°N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 23.3 43.6 Dry bulb (T) 42 93 Infiltration: Daily range ('F) - 17 (M ) Wet bulb (T) - 76 Wind speed (mph) 15.0 7.5 r WWI o-.re/33r .r IA toTsoz HourlyGlazingLoad Hour of Oay Haurty / Average / AEOM Maximum hourly glazing load exceeds average by 15.0%. House has adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 0 Btuh VJCI F1tSOft 2016- Dec-2010: 35:05 9 Comfort Builder by Wrightsoft 15.0.19 RSU18350 page 1 OOCAZ ..:\Chase Aoe14- Wrightsoft\Chase Ave Residence.rup Calc = W8 Front Door faces: W N Job#: 1432 Sq. Ft. Performed by Steven Ferrell for: Chase Ave. Residence 2412 Chase Ave. Sanford, FL FIRST FLOOR Scale: 1 : 80 Page 1 Comfort BUIder by Wrightsoft . 15.0.19 RSU 18'-K% 2016-Dec-2010:36:38 ightsoft\Chase Pie Residence.rup e.. .... , s ,. xi x & 3 'S"a1u L+^R+a t'a"£} ReturnBranch Detalllmable, a@' Name Grill 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 rb1 18x30 875 875 0 0 0 0 Ox 0 VIFx 2016LDec-20 10:35:05 wrghtsoft' Comfort Builder by Wrightsoft 15.0.19 RSU18350 page 2 fC01, ...\Chase Ave\4-Wrightscft\Chase Ave Residence.rup Calc = MJ8 Front Door faces: W Truss Fabricator: Job Identification: Truss Count: Model Code: Truss Criteria: Engineering Software: Structural Engineer of Record: Address: Minimum Design Loads: RFCORD COPY MAR n Q 101 Alpine, an ITW oinpany. 2400 Lake Orange Drive suite 150 Flando FL 32832_ Florida Engineering Certificate of Authorization Number: 0 278 Florida Certificate of Product Approval # FL1999 Page 1 of 1 Document ID: IVWN6704Z0415143946 Angle Truss Conpany 95373--95373 /NEW RESIDENCE /Fill in later -- 1706 WHITE 24 Florida Building Code 5th Edition (2014) TPI-2007(STD) Alpine Software,Version 16.01. The identity of the structural FOR did not exist as of the seal date per section 61G15-31.003(5a) of the FAG Roof - 32.0 PSF @ 1.25 Duration Floor - N/A Wind - 140 RPH ASCE 7-10 -Closed Notes: 1. Deternrnation as to the suitability of these truss conponents for the structure is the responsibility of the building designer/engineer of record, as defined in ANSI/TPI 1 2. The drawing date shown on this index sheet nest notch the date shown on the individual truss component drawing. 3. As shown on attached drawings; the drawing nunber is preceded by: HCUSR6704 Details: BRCLBSUB- Ref Description Drawin # Date 1 95675-41 16350084 12/15/16 2 95676-417 16350085 12/15/16 3 95677-415 16350086 12/15/16 4 95678-413 16360087 12/15/16 5 95679--H11 16350088 12/15/16 6 95680--H9 16350089 12/15/16 7 95681-49A 16350090 12/15/16 8 95682-407 16350091 12/15/16 9 95683-407A 16350107 12/15/16 10 95684-41111 16350092 12/15/16 11 95685-496 16350093 12/15/16 12 95686--HG7B 16150094 12/16/16 13 95687-4113 16350095 12/15/16 14 95688--EJ7 16350096 12/15/16 15 95689--EJ7A 16350097 12/15/16 16 95690--EJ7GR 16350098 12/15/16 17 95691--CJS 16350099 12/15/16 18 95692--CJ5A 16350100 12/15/16 19 95693--EJ3 16350101 12/15/16 20 95694--CJ3 16350102 12/15/16 21 95695--CJ3A 16350103 12/15/16 22 95696--CJ1 16350104 12/15/16 23 95697-4J7 16350105 12/15/16 24 95698-4J3 16350106 12/15/16 4 1. UE ¢Or " F 0 RI NA1_ This document has been electronically signed and sealed using a Digital Signature. Printed copies without an original signature must be verified using the original electronic version. 12/15/2016 Douglas Fleming Truss Design Engineer- 2400 Lake Orange Dr, Suite 150 Orlando FL, 32837 a 1 7 - 620 95373--95373 /NEW RESIDENCE /Fill in later -- 1706 WHITE AVENUE Orlando, FL - T1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Value Set: 13B (Effective 6/1/2013) 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 ALSC Bottom chord checked for 10.00 psf non -concurrent live load, MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 5X7= 3X5(Al ) MR 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=3.0 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. Deflection meets L/240 live and L/240_totaI load. Creep increase factor for dead load is 1.50. 3X5 (Al) ME 34-8-0 Over 2 Supports _I R=1221 U=200 W=8" jjkS' F/ t j 221 U=200 W=8" RL=309/-309 "'lrbrr•'~ei'+7f Note: All Plates Are 3X5 Except As Shown. , s / S•• Design Crit: FBC2014Res/TPI-2007(STD) s PLT TYP. Wave FT/RT=O%(O%)/5(0) 16. e•®ARNINGI•a READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS ORANING TO ALL CRNTRACTQRS INCLUDING T11•E INSTALLERS. Truseaa require e t ems re in rab.Icating, M1andliny, shipping. in calling and bracing. Refer to and rJithelatestAtliClonOfrNCSlc(Rul lding Compon enC Saf,Iy Informetlon, bysTpl and Nt.) for sefaty pracClces d o performing chase Tunciluns. In callers sM1all provide compu,.,y bracing per DCSI. Unle led uthe 1, top c all have properly aached s al sheathing anott dbomc drd shall have a properly a tach e rigid cealing. Locations —1— fur psrmanantulacorel .astral nt dT webs shall I— bracing 1n 1.. ledp er 0 one R3, BT dr uni as appllcabfea nppcy plates to eecb race or cr and pdsic t. as shaven above end atheJdintpetalls, unless noted dtbi., A. Refer cd d.awinga 160A-Z for atanda rd plate positions. Alpine, a division of ITN 9vild l ng Compdnanta Group Inc. shall not be responsibla Por any devlatidn from awing, any failure to bullo the t us II'__ wI ANSI /rPl 1, or fur handling. aripping, ANITWCOMPANYtlnstallatidn6bracingoPtrusses. A • el •n thIa dre.ing or pour peg• listing this drawing. Indletes asbptane• of prof.aalonal •nginprin rs• pona lblllty fol •ly Tor tM deign .ho•n. TM sultjbi l I" wW ose of Chl• drs.ing for any .tractor• 1. 2400 Lake Orange Dr., Stitt 150 raapdnsi blllty of ue Dulloing Designer per ANSI /TPI 1 Sac. 2. Orlwido, FL 32837 Fd. a o,fo... Inls job's S. .I Idles page and t web s FL COA 9017S ALPINE: .alpineitw.cdm; TPI s w pinsc.org; NTCA:.sbcl„duatry c ICL: ' y l<csare.org 07 so v 9rlp%I C VT' c7,r••••; CpR10P,•••• j i1 ••• Nos.••• 5/-/-/R/- TC LL 20.O PSF MnL 7. 0 PSF tD DL 5.0 PSF LL 0, 0 PSF OT.LD. 32.0 PSF DUR,FAC. 1.25 SPACING 24. 0" Scale=.1875"/ Ft. REF R6704- 95675 DATE 12/ 15/16 DRW HCUSR6704 16350084 HC-ENG KD/DF SEQN- 669421 FROM PC JREF- 1VWN6704ZO4 12/0/ 2016 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BV TRUSS MFR 9b3/3--95373 /NEW RESIDENCE /Fill in later -- 1706 WHITE AVENUE Orlando, FL - H17) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, Top chord 2x4 SP #2 wind BG DL=3.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member design. Lumber value set "1313" uses design values approved 1/30/2013 by ALSC a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non -concurrent live load, Deflection meets L/240 live and L/240 total load. Creep increase MWFRS loads based on trusses located at least 15.00 ft. factor for dead load is 1.50. from roof edge. 3X5 (A1) a-z- V_ 5X7 (R) III 34-8-0 Over 2 Suppo R=1221 U=199 W=8" RL=305/-305 Note: All Plates Are 3X5 Except As Shown. Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/5(0) 16. e YNARNINGI ea READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRArIMO TG ALL CONTRACTORS INCLUDING THE INSTALLERS, n fabr tin li and bracin Rafar tTruhantlliaM1lInSal antl fPiraguiraag• ng. .Piny. ny y. I n IrHCSlca9ulltlln C,c s p end rTCA for safestCh• latest edit o o ( g omPonant Safety informed on, by T I ) y practices pi u pa rforming c ese fun tf uns. Installers sM1all pruvi des ivmpurary bracing Per DCS1. lln lase noted ucherwif top chard sllallnhave properly ectac ,ed structural sheathing and bo t m ord ell have a properly a tech.: rigid tailing. Locations shown furl permanent I ..... I ... i lnt uftwebsts ellsna bracing installedtper DI tn. J nes BD 1 ar 010. as nPPlicable, Apply plates to ea can fac^ooP ... end position as mown above end Qthe Jof nc. Details, unless nutatl utharwis.. Rafar i.o drawings 160A-2 fur sstandard plate Posl tl ons. Al pin a division of ITW aulltling Components Group Inc. hall i be responsible for any daulation from d raving, any failure t hullo [he truss in conformance with ANSI/TPI 1. or fur handling, snipping, AN ITW COMPANY Instal late an a brae ingaof tresses. A ..I on this draw Ing pr eowr pg. listing this dr.ring, Indlo.b..e Pima. of prof.sslon.I angi—Inl s""'lblllty .o1.1y for tam ds.lgn sh—. The .ult•bi I Ity .nd u.. of this d—Ing for •ny K_.-r. Is : 2400 LIR: flange Dr., Slllld 150 r l' ..lbnity of — Wullding Designer -,sr ANSI/TPI 1 S-2. Orlw,do.FL 32837 Fnr m 'tl . 3a a ga: a1 y page and ehaso we FL COA#0278 ALPINE: .elplrel1tw.com eiTPl 9wvw,Cpinst.org: WTCA:' .sbclndusiry.c I": 7 1 r ATE f A •fROYO.• s ONAI M 3X5(Al ) 6 - 1 U=199 W=8" FW-/5/-/-/R/- 4'W L 20.0 PSF TICL 7.0 PSF DL 5.0 PSF of LL 0.0 PSF OT.LD. 32.0 PSF DUR,FAC. 1.25 SPACING 24.0" Scale=.1875"/Ft. REF R6704- 95676 DATE 12/15/16 DRW HCUSR6704 16350085 HC-ENG KD/DF SEQN- 669424 FROM RC JREF- 1VWN6704ZO4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. yJJ]J--yJJlJ /INLw KLJIULIMLlZ /rIII In lacer -- I/Ub wnllt AVtIVUt Urlanaa, rL — nib) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TIC DL=4.2 psf, Top chord 2x4 SP #2 wind BC DL=3.0.psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member design. Lumber value set 1113B" uses design values approved 1/30/2013 by ALSC a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/240 total load. Creep increase MWFRS loads based on trusses located at least 15.00 ft. factor for dead load is 1.50. from roof edge. 5X7 = 5X7- 3X5(A1) = 3X5(Al ) I_ 15-0-0 _1_ 4-8-0 _I_ 15-0-0 _I 34-8-0 Over 2 Support-aAHMs «t— _ I R=1221 U=211 W=8" j'(`p 21 U=211 W=6" RL'=274/-274 r gr v°s++b+' Note: All Plates Are 3X5 Except As Shown: + SAC` • Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/5(0) 16_ 1.0 7 1 TY, F-/5/-/-/R/- Scale=.1875"/Ft. ei11ARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWING] ° TV L 20.0 PSFIMPORTANT'• FURNISH THIS DRAWING TO ALL C[YiTRl1CTONS INCLUDING THE INSTALLERS. : REF R6704- 95677 sicatinInInacallinantlbra.. efer tseosqug, hand) g, ...piny, y a^fa ° TL 7.0 PSF DATE 12/15/16tatlafeCSi (Building Canpone C SafaCy InformaCion, by TPI and WiCA) foreetyprcsp r.to performing cneseoPunctions. Installer. .hull Provide-purary bracing per BC$Unlessnuttl cherwl / AiA_top ch.,d shall have properly n[Caehed trvcCural sheathing end bottom cord shall Lave a properly atta<he {(i).r L 5.0 PSFrINIdcolig.Locations shown rur pe rmanant lace rah.ashall nova bracing Installed per 6C sVyyy W DRW HCUSR6704 16350086 iB" B] or BiD, as npPllcable. Apply plates to eacM1 face of c antl position as sM1.wn above and rJolnc D.teils, unless nutetl otherwise. Refer to arewings 160A-Z far stantlartl plate post ti ono. LPAlpine, a division Pf ITWBuilding Compo en<s ""PIncsro.,,y d.via<lan frLQR\,••L 0.0 PSF HC- ENG KD/DF drawI ng, any failuro to build cM1e Cross In cunfur.ance with ANSI/TPI 1, r fur M1antlling, shipping,°° rr AN ITW COMPANY Ine<alle<lan a bra<Ing aP <ra..a.. nty, OT. LD. 32.0 PSF SEQN- 669432 A ssl on thl. dr.Ning or cover pegs listing this draWing• Inrlo.as aceptsno. of Profsslonal angins.ring ft/ (s j, e`\ rspanslbl l lty .o1.ly for th. deign .howl. Th. wltabl l Ity ene us Of this dr..ing for .ny .tructur. Is -aI` , )IVAl 2400 LaIx Orange Dr., Site l SO rePPn.lbll lty of th. Building Designer per ANSI/TPI I S.e.2. DUR. FAC. 1 .25 FROM PC Orlando, FL 32837 Far ear. i.1.... t,an . a,I. 3ob•. ......I note. Page .nd these web .Ices: SPACING 24 . 0 " J REF - 1 VVVN67 04Z04 Ff. r:OA k0ev w. 77X ALPINE: el Pl nelL. — TPI: wwn.Cpl—.1g; W(CA: ws. 11CII ustry.— ICC: www.lccsafe.org THIS Mr. PRFPARFII FRnM rnMPIITFR INPIIT (I r)AnS A niurmginmcN cllRUlTrrn — T.11— WO 953/3--95373 /NEW RESIDENCE /Fill in later -- 1706 WHITE AVENUE Orlando, FL - H1 Value Set: 13B (Effective 6/1/2013) 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 ALSC 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/240 total load. Creep increase factor for dead load is 1.50. 3X5 (A1) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bidg, not located within 9.00 ft from roof edge, RISK CAT 11, EXP C, wind TC DL=4.2 psf, wind BC DL=3.0 psf. GCpi(+/-)=0.15 Wind loads and reactions based on MWFRS with additional C&C member design. a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses Located at least 7.50 ft. from roof edge. 5X7 - 5X7- 3X5(Al )= UEW "6 . L_ 13-0-0 I 8-8-0 I 13-0-0 1 34-8-0 Over 2 Supporter —I wR R=1295 U=482 W=8" (', J*A4{X* 78 U=482 W=8" RL=243/-243J ery.W a W''•. f Note: All Plates Are 3X5 Except As Shown. .''4j S`:''• Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP, Wave FT/RT=O%(O%)/5(0) 16. 1.0 7 1 TY. F—/5/—/—/R/— Scale=,1875"/Ft. WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGS ° j I WPORTANT•• FURNISH THIS DRAWING TG ALL COiMACTORS INCLUDING THE INSTALLERS. L 20.0 PSF REF R6704— 95678 Tr.xc re in fabrltatin hantllin shl ppiny. instilling and bracing. Rwfariadfd L 7.0 PSF DATE 12/15/16tM1aI.teSt ctllClon of gC51 (Rulltling Component Safety Informatlon, by TPI antl WTCA) for safety pracClceB puPerfurminpthesePunc2ions. Installers shall Pruvlde temporary bracing Par SCSI. Unl.ss nutatl utherwlBB W yu.awtop__shallproperly a Cechnd structural she. Ch ing end bottom chord Shall have a Properly ottich.d r : /_ yl '•{Clglet. rl ing. Lncat IPna 'r'. for P....n rt. letara) reavalnt dr w.ba .hall ham. bramng inaca n ad par s DRW HCUSR6704 1fi350087 in. D3, R7 or U1D, es applicable, Apply Plot— to each face of t end position as shown abov. end• L 5.0 PSFDetails, unless nutatl otherri Rarer to drawings 1BOA-2 fo st,rdo,d plateAlpine, a dlvlalPn Pf ITw Nulldin Own esponsi any L 0.0 PSF HC-ENO KD/DFgponentBpuInc.hall not be ble for deviation PromanyfailuretobuildthetrussinconformancewithANSI/TPI 1, or for ha ndling, shipping, w AN ITW COMPANY„stilla<I P„ A brec'ng of it"BBeB. 'S "°"°LD. 32, 0' PSF SEQN— 669435 A aael on thlo drawing or cover page natlng thla .raking, Indlutee acwpt— of prefe 1Pnwl anglwwarinfwpPnalbllltyedl.ly for the d Iwehden. TI o ,Itabl I Sty ., 1 — of this drawing for .my ett.,ra is 'AIAr FROM PC2400LakeCilvVeD., S6te 150 r—P—.Ibnity of n,a OuIIding Dweignar p.r ANSI/TPI I S.e.2. `FAC. 1.25 Orlmido,FL 32837 For me . i,f.r .zie ... two Job" 9"""1 TPI: WTCA: . P.g. and th... webISPACING 24.0" JREF— 1VWN6704Z04 FLCOA90278ALPINE: papaw. alPlr.altw.com; www.tpins<.org: 'www.ebcl„duscry.com; CC: www.l.... fe.org THIS DWG PREPARED FROM COWUTER INPUT (LOADS'& DIMENSIONS) SUBMITTED SY TRUSS MFR yb3/J--9bJ/3 /NEW RESIUENCE /hill in later -- l/Ub WHIIE AVENUE Orlando, hL - Hll) Value Set: 138 (Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, Top chord 2x4 SP #2 wind BC DL=3,0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member design. Lumber value set "1313" uses design values approved 1/30/2013 by ALSC a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/240 total load. Creep increase MWFRS loads based on trusses located at least 7.50 ft. factor for dead load is 1.50. from roof edge. 3X5(Al ) _ 5X7 F 2X4III 5X7= 3X5= 3X5 = 3X5 (A1) _ 4 I 11-0-0 _1_ 12-8-0 _1_ 11-0-0 _I 34-8-0 Over 2 Support R=1221 U=484 W=8" `r{,S F 21 U=484 W=8" RL=213/-213 :\V ..a+ro7!a._ /®. PLT TYP. Wave Design Crit: FBC2014Res/TPI-2007(STD) $ FT/RT=.O%(O%)/5(0) 16. 1.031.07 1 TY: 5/-/-/R/- Scale=.1875"/Ft. a p AN ITWCOMPANY ARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI I YPORTANr•• FURNISH THIS DRANING TO ALL CONTRACTMS INCLUDING THE INSTALLERS. T russus require c emu r In Pa bricacing, handling, shipping. Installing a„d bracing. Refer t and fr 1uelatestadleloneofreGSlc(Building Cavpanm,t Safety Infprmetlpn, by TPI end NtCAJ ror safety Practices Lu per rming t esa functions. Installers shell prevldl temporary bracing par BCSI. Unless noted utherwiopcdshalll'"" ProP"'y at[ached street ral eheathing and bottom chortl shall have .properly attach, rlgidh ailing. Lvcacluns shown fur permanent lateral restraint of webs shall have bracing 1-11etl Par B s B3, BT or B10. es applicable. Apply plates to each face of tru end positivn ea shown above ."I etJwl nt. Details, unless noted otherwise. Refer to drewings 1GOA-2 fo rsstandard place Positions, tAlpina, a division of ITN Building Compp ants Group Inc. shall opt ba rasPzrslble f,r any deeiati— fr th drawing, any tailor -. to build the t. uss In conformance with 'ANSI/TPI t, or fur handling. shipping, Installetlon A bracing of t...,ea. N tI 111 C-v'1`" ,* 5 a/ • r w• • qp •' i p •ll"y`s r0•• y' s ' S{7 L O L t- DL Y LL I OT. L.D. 20. 0 PSF 7. 0 PSF 5 . 0 PSF 0. 0 PSF 32. 0 PSF REF R6704 - 95679 DATE 1 2 / 1 5 1 6 DRW HCUSR6704 16350088 HC— ENG KD/DF SEQN- 669438 2400 Lake Orange: Dr, S7iite 150 A -I s„ this dr—Ing sr doesr "go I Isting this Crseling, Irsilu 2e 0P nos If prsfgsl snsl .nylw llw rss ,ibility aolsly ror ti.. dssly 'brio. - T'ts sultsbiIItY and Psa If the• drssing for any atrpcturs Is res,p lbll lty Pf the WPIlding Dssl goer per ANSI/TPI 1 Set.2. r QL,- IA/! a1'fp^.-((V A OUR . FAG. 1 : 2 5 FROM PC SPACING 24 . 0 " J REF - 1 VNfN6704Z04 Orlando, FL32837FLCOA 40278 Iit t a FarmInfarmatinnajob'. general Page and , web it- ALPINE: w ire ,elPlneltw.<Om: TPI: ww cpinst.org: NTCA:'wwx.sbclndustry1c . ICCr safa.org 12/15/2016 L_ 95373--95373 /NEW RESIDENCE /Fill in later -- 1706 WHITE AVENUE Orlando, FL - H9) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP SS Dense :T2, T3 2x4 SP #2: Bot chord 2x4 SP #2 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 5X7 3X5(A1) 3X5= 2X4 III 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=3.0 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. Deflection meets L/240 live and L/240 total load. Creep increase factor for dead load is 1.50. 5X7= 3X5(A1) 1_ 9-0-0 _1_ 16-8-0 _I_ 9-0-0 _1 34-8-0 Over 2 Support R=1221 U=486 W=8" F 21 U=486 1111=8" RL=182/-182\1 _.a•dai•e__ 1a PLT TYP. Wave Design Crit: FBC2014Res/TPI-2OO7(STD) s '/ FT/RT=O%(O%)/5(0) 16. 1.0?,07 1 0,011figTY: 5/-/-/R/- Scale=.1875"/Ft. WARNINGI•w READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TYPO RTAMT'• FURNISN THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trussus rvqulfu v tre-n c ra In fabricating, hantlling, shlPPing, installing and bracing. Rwfar to and f i the 1-eest edition of gCSI (BU IItling Cwpon ant Safety Informeclon, by TPI end NTGA) for safety proct ces TTA7TC, L W 1 1. L 20.0 PSF 7.0 PSF REF R67 04 — 95680 DATE 1 2 / 1 5 / 1 6 Op AN ITWCOMPMY Lo pertdrming these functions. Installers snail Pruvida terepurary bracing Par Besl. Unless noted ucearwl ATEapchord .bail 1, a Prnpnrly attached ara.t rel shaetn N,g and bottom c ord shall nova a properly attache » rlgJd tailing. Lotatl...... bown fur permanent Hcarel resat 1M of webs shall navy bracing Ins[alled par D • t long R3. RT ar B4O. pplitable. Apply places to each face of tru end position as shown above end .6 .alh w+ • cne Joint Decnils. —I... naiad otherwise, Rafe. cu drewinga 150A_2 farsstendard Plate positions. V ., • Alpine, a divlsi an of ITN 6ulldingrComponents Group Inc. shell not ba r 111sible for any deviation from t1, s. T y tl rowing, any failure t build t uss In conformance with ANSI/TPI 1, er far handling, chipping, yy_ •f O` -, • install-1— A b...I"gaof Crvs.aS.` ? V D L LL OT. LID. 5 . 0 PSF 0 . 0 PSF 32.10 PSF DRW HCUSR6704 16350089 HC - ENG KD/DF SE N— 669441 2400 Lake 0—ge Di'., v6te ISO A seal b,i this drawing or ewer page Ilsting thia drawing, IndloaN* acoaptance of profaNlonal anginaering reap anal blllty -play for the daalgn ahoa,l. The awltablilty and waa of Chia drawing for any acructur. la rwsp... lbllity df the 11.1 dIng Deegoer per ANSI/TPI , See.2. OLimit yIIII„ b DUR . FAC 1.25 FROM PC SPACING 24.0 " J RE F - 1 VWN6704Z04OrlwldVFL32837 FL CO.A kO 278 Far ma InformaOim, s this Job's general s Page and the.. web site.: ALPINE: www, alpineltw.com: TPI: www.tpinst.org: NTCA: ..sbc 1du9try.tpm; ICC: www.lccsefe.org 12/15/2016 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. yJJ/J--JJ/J /NtW KtblUtNLt /rIII In later -- T/Ub wHllt AVtNUL Orlando, t•L — H Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 :T1 2x4 SP SS Dense: Bot chord 2x4 SP #2 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Deflection meets L/240 live and L/240 total load. Creep increase factor for dead load'is 1.50. 5X7 140 mph wind, 15,00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TIC DL=4.2 psf, wind BC DL=3,0 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. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 5X7= 3X5 (Al) = 3X7 == 3X5 (Al I_ 9-0-0 _1_ 10-2-0 _— 3-3-0_1_ 12-3-0 _1 IC 34-8-0 Over 2 Supports-- I R=1221 U=483 W=8" RL=231/-231 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/5(0) 16A WARNINGI ea READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMRTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses requI— o ... c re In fabricating, handlin,, shipping, in.talllny and bracing. Refer to andrBCSIeista.t poltivn o - Bul ld l„g Comps ant Safety Information, by TPI end WTCA) for safety pracClca parfurminB c es functl uns. Installers shall pruvi tiv iempurary bracing Per BCSI. Unless noted top cM10 rd shell"M1a a properly attatl,ed truci ral shoe Cnfng end bottom c ord a all nave a properly etCe r lgld ceillnB• Wcaci ons snpwn fur permanent"lace ral reetralnt of webs shall nave bracln0 In.callatl p athe sectf ens B3, B] yr BID. as applicable. Apply places tv each face or tru end posit — as sh1. aboveJolntDetails, unless nuCetl otherwise. Rarer Co tlrewings 160A-2 TvrssCantlerd plate posl Liens. Alpine, • division of ITW Building Components Group Inc. snail not b. responsible for any deviation fr dr.wlnB, any Pailure to build cne truss in conformance with ANSI/TPI 1. ur r.ur handling, shipping, AN ITW COMPANY In.<ena<Im, a Urating of trusses. A ...I on ehl. dr-Ing •r — page, tI.ting W1. dr.Wing, IMI—tee .p—pt.wc• •f pr•h.a one .ngtn-f 1, re.pon•Iblllty sorely for t d—lgl, eho—. Th. ..I zabl 1;and g— of "I. dr-1ng Tor .ny •<rLCWM1 I. 2400 LA-e OrgCge Dr., Suite 150 r—pon.lblllty df the Bun ding Ded lgner par ANSI/TPI I Sec.2. almldo, FL 32837 Far Inferma tor. job's gm ei . page .nd cl.asa web site.: FL COA 40278 ALPINE: www.alPl el[w.cam C TPI swww. CPlnsc.org: WTCA: w—..bcl„OusVy.cow: ICC: www.lcc.afe.arg 07 0.1 C O. t LT rli lip *0Wp•.11 I sr>AS U iA- 1221 U=481 W=8" 1 L/-/5/-/-/R/- T LL 20.0 PSF DL 7.0 PSF DL 5.0 PSF LL 0.0 PSF TOT.LD. 32.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale=.1875"/Ft. REF R6704- 95681 DATE 12/15/16 DRW HCUSR6704 16350090 HC-ENG KD/DF SEQN- 669447 FROM PC JREF- 1VWN6704ZO4 12/15/2016 TNIC IIYr. PDFDAD;:n LDnU rtflANITLP INDIIT Pl..- ill in later -- 1706 WHITE AVENUE Orlando, FL - HG7) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15,00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BCTopchord2x4SPSSDense :T4 2x4 SP #2: DL=3.0 psf. GCpi(+/ )=0.18 Bot chord 2x4 SP SS Dense Webs 2x4 SP #3 Wind loads and reactions based on MWFRS. Lumber value set "1313" uses design values approved 1/30/2013 by ALSC #1 hip supports 7-0-0 jacks with no webs. Deflection meets L/240 live and L/240 total load, Creep increase factor for dead load is 1.50. 4X6= 5X7= 3X5= 2X4III 6 r- 2X4III H0610= 3X7= 3X12(B3) 3 X 5 5X7- 7 6 1"T4 9-4-0 H0610= 2X4III 3X12(B3) 1- 7-0-0 _1_ 20-8-0 I 7-0-0 I 34-8-0 Over 2 Support R=2365 U=929 W=8" t t,R=2365 U=929 W=8" Design Cr i t : FBC2014Res/TP I - 2OO7 (STD) 0V `• PLT TYP. 20 Gauge HS,Wave FT/RT=O%(0%)/5(0) 16 1. 071.1 Q 1 L/-/5/-/-/R/- Scale=.1875"/Ft. ARNINGIaa READ AND 10. ALL NOTES OY THIS-DRAVINGI n r ° T LL - 20 . 0 PSFIMPORTANTFURNISHTHISDRAWINGTOALL -CONTRACTORS. INCLUDING THE INSTALLERS. I 0• ; REF R67 04 - 95682 Trusses ruqulru . In Pabr c t g handl ng shippl y nstall ny dnd bracing. Refer C a d IT w C DL 7 . 0 PSFthelatestetllCoBCSI (IIlld g comp t Safety h,formatl by TPI and WTCA) Yor safety p tlta.,fpa h DATE 1 2 /1 5 / 1 6 uperfurmingtefns1II- shall prov'do temps r' y b "I g per SCSI. Unless nntetl u J, r+ ro 4 iopchtlIIhP..... ly ch d struct ral sheathing m,d i ord shall have a properly att d t1TE .• DL 5.0 PSF rlgldIIgLhufpmanen[u let -al re [saint 'P ti M1all have bracing install tl per S L,i aJ sectio 93 B]' 0 810 uppl- bl w SeApply plates to eacM1 fa P stand pvs,tian as snmwn. b d ++ ; DRW HCUSR6704 16350091 the Jo 'De 'Is t d "h Refer v drawings 1fi0A 2 dard pleta positlan " 1 Aipin 0 ITN By Id1 g Comp t Grvvp Inc. shall b espvns b1a fps any davia PrPm/ . ,IC•,QQ.+ i LL 0 . 0 - PSF HC- ENG KD/DF drawing any fa lure to bu Id the truss - furmance wltM1 AN 51lTPI 1, ur fur handling, sM1 ooiny, wet i AN 1TW COMPANY nstellan this bracing of trusses. ' f t aa omrW°°° TOT. LD i 32.0 PSF SEQN- 669455 A Hal ali Chla dnrinp or Boyar papa Ilat lnp this drawl np, Indiwba aeapGnca of Pr f aalona l WnpinWaYliy rasps.. lb I l lty solely f i dee1q, ah_. TM.aultablllLY ar.t ua of thla dr..lnp fdr..ny atnuctur. 1a f{{ ((]i /y''j M - npen.ibllity of th Building D.sipnar p.r ANSI/TPI 1 S.c.2. f P NA i DUR . FAC . 1.25 FROM PC 2400LOrChange3 Suite 150 pmltut OrFLCA27sTcTPI s Cla -ob s general s page and t, wen - ^+WI SPAC.. I NG 24.0" JREF- 1-VWN6704ZO4 FLCO.4 E:U ?% - ALPINE: .alpl, w. TPI. www pinst.org WTCA .sbclndustry tc ICUs yic aafe.org 12/ 15/2016 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 95373--95373 /NEW RESIDENCE /Fill in later -- 1706 WHITE AVENUE Orlando, FL - HG7A) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bidg, Located anywhere in roof, RISK CAT 11, EXP C, wind TC DL=4.2 psf, wind SC DL=3.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. a) Continuous lateral restraint equally spaced on member. Deflection meets L/240 live and L/240 total load. Creep increase factor for dead load is 1.50. 6X8= 6X8= Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP SS Dense :T3, T4 2x4 SP #2: Bot chord 2x6 SP SS Dense Webs 2x4 SP #3 :W2, W6, W7 2x4 SP #2: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 56 plf at -1.50 to 56 plf at 0.00 TC- From 56 pif at 0.00 to 56 pif at 7.00 TC- From 116 pif at 7.00 to 116 plf at 34.67 TC- From 40 pif at 34.67 to 40 pif at 36,17 BC- From 10 plf at 0.00 to 10 pif at 7.00 BC- From 22 pif at 7.00 to 22 plf at 34.67 BC- 393.65 lb Conc. Load at 7.00 BC- 1268.00 lb Conc. Load at 16.33 H1314 = 6 — 3AZ) IIINo/lU= SA I III DAIS= 3A/= 6X8(B7R) = 3X12(B5R) 1— 7-0-0 _1_ 10-2-0 _1_ 4-0-0 _I 2-6-0I_ 11-0-0 _1 IE 34-8-0 Over 2 Supports -.ate - I R=3008 U=1197 W=8" U=1245 W=8" 1 Design Crit: FBC2014Res/TPI-2007(STD) "' Ir 1 PLT TYP. 20 Gauge HS,Wave FT/RT=O%(O%)/5(0) 16. 0 •. 7 1 .1•a F-/5/-/-/R/- Scale=.1875"/Ft. WARNING I** HIS AND FOLLOW ALL NOTES ON THIS DR10INGI . ` REF - R6704— 95683IYPORTANr'• FURNISH THIS DRAWING TO ALL CONTRACTORS INflU01NG THE INSTALLERS. p T L 20.0 PSFjk TruaaaS r,quira a t eme .... in fabricating, handling, shipping, installing and bracing. RIFar to and fu O tna letes< edition ofrBe51 (No titling component $slaty h,formatlon, by TPI and RCA) far safety pracU cos p . TC L 7.0 PSF DATE 1 2 / 1 5/ 1 6 u pe rfurmina these Functions. Ins[allers shall provide temporary bracing Par 8e51. Unless noted otharwl r lop tM10 rd shall nave properly attached structural sheathing end bottom chord shall M1ave a properly a Gcned ,• rl aid call lna. Luta<I uns oar, fur permanent lateral r rain[ of webs she 11 navy bracing inatalled`per Be : AT • L 5.0 PSF DRW HCUSR6704 16350107 Q LP sec[l oin 611 assupplicabla. Apply ple[ese <feeecn face of fr t nd asition as sham above endtheJoln< Oa[ails. nless n [ed utnerwise. Rater t a w r,gs 160A-Z farss and.rd Pieta positions. Iy •+ / • LL 0.0 PSF HC- ENG KD/DFAlpin , • tllvision of ITN Building Components Group Inc. snail not be responsible for any deviation from il+ y ,As •r \ OR\V • •` drawl ng, any Failure to bulltl [tie truss in cunPormanca with ANSI/TPI 1, ur fur handling, shipping, rA! /`l_ f Ap yp..• AN ITW COMPANY ine<al talon a dreci,.g of trpsaea. ag' SS,` OT. LD. 32.0 PSF SEQN— 669525 A soot on Chia drasing or cover pegs Ilstinp this oreeing, IMMidst— aR Wtanas of professlonel angi—Ing rsspona lblllty solely for t deelgn chow,. The sultablI Ity aM use or this drging for any atrveture Is 2400 Lake Orange Dr., Suite 150 aSpanSlblllty of Che Building Deslgner par ANSI/TPI 1 S..i. , DUR . FAC . 1.25 FROM PC Orlando,FL 32837 Ear aura Information = tnla,a.'. 9--1 page a > nd inane w, SPACING 24.0" JREF- 1VWN6704Z04FLCOA9027EALPINE: TPI: wwww, elpineltw. cow: ww,Cpinst.org: pTCA: n .sbt „dUStry.c . ICG 9www. safe.org 1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR aosrs--a5sis /NtW KtJ11-ItNUL /hill in later -- 'I/Ub WHIIL AVENUE Orlando, FL - 1-111b) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, Top chord 2x4 SP #2 wind BC DL=3.0 psf. GCpi(+/-)=0,18 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member Lumber value set "13B'r uses design values approved 1/30/2013 by ALSC design J) Hanger Support Required, by others Left end vertical not exposed to wind pressure. Bottom chord checked for 10:00 psf non -concurrent live load. Deflection meets L/240 live and L/240 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 7.50 ft. from roof edge, 3-$-3 a 3) R=593 U=242 RL=-136 H=H1 4X6= 4X6= 18-4-0 Over 2 S 2X4 (Al ) L1-6-0-1 U=265 W=8" Design Crit: FBC2014Res/TPI-2007(STD) " • PLT TYP. Wave FT/RT=O%(O%)/5(0) 16. .0 '. 7 1 P° F /5/-/-/R/- Scale=.375"/Ft. aWARNINGI •W READ AND FOLLOW ALL NOTES ON THIS ORAXINfil a ° REF R6704— 95684IMPORTANT•• FURNISH THIS DRMING TO ALL 011T CTORS.INCLUOING THE INSTALLERS. ° T L 20 . 0 .PSFlTrussesrnqulrnaemnrninFabricatinghantlling, sh Aping, installing ar,d bracing. Rafnr to I"d fu f' ; TC L 7 . 0 -PSFthelatesteditionorSCSI`(eulldb,g Component Safety Informed a,, by TPI and WrCA) f f iy practices p , DATE. 1 2 /1 5/ 16 u performing c ese functions. Installers shall provide temporary bracing per SCSI. II.—- ocherwl lap char shall„M1ano properly atCael,etl tructurbl shenthing end bottom chord shell M1 p op rly attached T r gld ,!I Lecatibns shown furper anent lateral restraint of webs _hail have -brat ng installed per 0C r, y f A" W L 5-.0 PSF DRW HCUSR6704 16350092 a L M1Pcionen B3 BT or 8 1 es upplluable.ISeAppl y plates to each face of for ,sC nd posit!Doles shaWn above end e 1 +•, •.. . Jo c Dd — ls, .less n led in W RePar to drawings 160A-2 f andard plate pealtien_. ./ y S ` LL 0.0 PSF - HC- ENG KD/DFAlp,n a di v, 5i on oP ITW Nulltl ng Camp Cs. Group Inc. shall not bo respons ble far any deviation Prom tli s y ' O R, 'I nwi ng any failure to build the truss furmance with AN PI or fur hantlling _M1ippiff+%• t.>M,1.. tr r ANrr- WCOMPANY ln.talletlan & brad.. of t.....l. '1. ng OT. LD. 32.0 PSF SEQN- 669458 1 pii thl• dr•Winp pr —1 pg. 11•ting thl• dr•Wlhg, Indle•b• •eaptu,c• •f pr•f•s•Iph•1 •nglnafing ji pane billty •obly fp th• d••Ip •hpWn. TM ault•blllcy .m ... of thle dr•.I q fdf .n„ •tn ptur. 1. t 1t6 DUR . FAC . 1.25 FROM PC 2400LakeOrangeDr., Suite 150- respore lblllty pf the Buliding Designer p•r ANSI/TPI 1 Sec.T. Orlaiido, FL 32837 Far mare informacl nn . e tt,ia 31b'1 general ne s Page and till . Web TPI: www,SPACING 24. 0" JREF— 1 VWN6704Z04 FLCOA40278ALPINE: www.alpineltw.com; tpinst.org; Wwwa TCA: . lb,1ndustry..e ICC: w .lccsafe.org i 95373--95373 /NEW RESIDENCE /Fill in later -- 1706 WHITE AVENUE Orlando, FL - H9B) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 2X4 R=597 0=228 RL=161/-150 H=H1 4X6= 18-4-0 Over 2 Suppo 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=3.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. J) Hanger Support Required, by others Deflection meets L/240 live and L/240 total load. Creep increase factor for dead load is 1.50. 2X4(Al ) L1-6-0EIJ U=269 W=8" Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP, Wave FT/RT=O%(0%)/5(0) 16. 0j 7 1 1'a F-/5/-/-/R/- Scale=.375"/Ft. IWARNINGI a• READ AM FOLLOW ALL NOTES ON THIS DRAtINGI Y• INPORTAlR•• FURNISH THIS.DRAwING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.,, L 20.0 PSF REF R67 04 — 95 685 Tra re ire a. rasa [ r in fabrl[ating, handling. shipping. Installing a.1 bracing. Rar.r t and f. f TC L 7.0 PSF DATE 1 2 /1 5 / 1 6L,a latest wile — of SCSI (8ullding Component Sarety, Intormatlon. by TPI and WTCA) I.' safety pre ctices p • Rparrurmingteserunctluns. Installers shall provide temporary bracing par BCSI. Unless nntatl uUarwi r ` shall"M1eve properly a Cached strnctu ral sheatM1ing end butt m tl ord .shell M1ava a properly a Cached ,a A AA E r lgid =ailing. Locations .wnt r.r P...._tt lateral tralnt .f webs 5 a1 ha a braping Insc. uedtp.r Bc 'Mf 0 _"_ L 5.0 PSF DRW HCUSR6704 16350093 L„cti.ns 810. — pplo—blle.'sApp ly plate. draeech taco of tr...0 nd position as shown .b and Int. Deter a a, nnl.s. n tad — w e R.— t .w 1... 1G0A-Z fur. andard plat. p.si11—, . ¢ // O `a ` LL 0.0 PSF HC — ENG KD/DFAlpine, . division of ITW Building C.wponents Group Inc. shall n.t be responsible for any d—lation from tM1 ..' 1 Ao a 0 rawi ng, any failure to build the truss in cunfprmanca with ANSI/TPI 1, or fur handling, shipping, ( •f •N ORaa•• AN IT COMPANY Instai's 'L 8 ....... pf t....a.. rip OT. LD . 32.0 PSF SEQN- 669463 A aaai on this droalhp or —ar peps listing this drawing, Inllwtes sccaptanoa bf professional sngiinssrinp /fjrasppnalbllityaolalyforthedealgnshown. The sultabillty and uss of thla drawing for any atruc rw is dm, 2400 Lake Grange a., Suite ISO raappnslblllty of the a.n ding Dwslgnar par ANSI mI 1 Sa "2. y W{U DUR. FAC. 1.25 FROM PC Orlmido,FL 32837 - F.r a. a pageinf....ti.n as ,is 31b's 9--1 . and tbeae wan SPACING 24 . 0 " J RE F - 1 VWN67 04Z04FLCO.A 4027S ALPINE: svw. elpinelCr.cow: TPI: www lCpingL.prg; ATCA: awa.sbclndustry. com; ICC:`wwn,Iccsafe.org THIS DING PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS WR ivcvv lxr3iurv4I.t /rI II In IaLer -- 1/UO TYnl It AVtNUt Ur Ianao, I-L — ilialU) Value Set: 138 (Effective 6/1/2013) 140 mph wind, 15.00 ft_mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK' CAT II, EXP C, wind TC DL=4.2 psf, wind BC Top chord 2x4 SP #2 DL=3.0 psf. GCpi(+/7)=0.18 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Wind loads and reactions based on MWFRS. - Lumber value set "138" uses design values approved 1/30/2013 by ALSC (J) Hanger Support Required, by others 1 hip supports 7-0-0 jacks with no webs. Left side jacks have 7-0-0 setback with 0-0-0 cant and 1-6-0 overhang, End jacks have 7-0-0 setback with 0-0-0 cant and 1-6-0 overhang. Deflection meets L/240 live and L/240 total load. Creep increase Right side jacks have 7-0-0 setback with 0-0-0 cant and 0-0-0 factor for dead load is 1.50. overhang. 3 X5 Design Crit: FBC2014Res/TPI-2007(STO) PLT TYP. Wave FT/RT=O%(O%)/5(0) 16. WARNINGI•w READ AND FOLLOW ALL NOTES ONTHIS DRAWINGI I WPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses —qulra s n fabridatiny, handling, sh ippiny, ns<alliny and bracing. Refer t and fu,, he I-- adltly f SCSI (Sul I —,Comp t 5 f ty.,l f I by TPI and IfICA) for safety practlte p v performing ell... f i' a. Installs mill' p C t p y - g per SCSI. Unles r—d utherwl chord she h I echetl stapIIppyet 1 1 I g id b Nord shall have a properly attache rigid tailing. L s showntfur pa rn nc later 1 aln 'f b hall M1ave bracing installetl per Qthe noes B3, ST yr —1 es applicable. Apply plait cM1 face of t and poslYion as shown above endd Joint Oetalis unless noted athrrwlse. Rafar t. O Ings 160A-7 fur atentlertl plate positions. Al pin division of ITN Ben ding Components Group Inc shell net be responsible for —y davletlon Yrom rdrawing, any failure to build the t ss In conformance with ANSI/TPI 1, or fur M1andli'ng, shipping, Fi4ANITWCOMNY' Inscan acl an A bracing of Erusge.. A *eel on this 4-ing or tovsr paps II %ImG thls dresing, Indleebs se ptsnes of professlonsl snginssflnlespanslbllltysolelyfortdssignWhom. TIs eult*btlIty end use ofChls drsel,p for soy Vveture, Is 2400 Lake CII-p Di., Suite 150 reaPonsl bllity of the Dullding Dasegner per ANSI/TPI 1 Sae.2. Orlm'I" FL 32837 For a Inforntti— s his }o ei asgl .ores page and these web shoe: sbclndeetry,ean, rL COA 40278 ALPINE: www.elpineltw,com; TPI: www epinst,trg: WTCA: MC: www.l ecsa ie. or, 5X7 E. 4X6= 3X5 (A1) 1-6-0-J L 7-0-0 _I_ 4-4-0 _I 7-0-0 I 18-4-0 Over 2 Supports R=1147 U=444 {1 F- 42 1=497 W=8" H=H1 (a g •ar r 1 ATpE a RObM Fll/-/5/-/-/R/- TTTjC L 20.0 PSF TC L 7.0 PSF rOTDL 5.0 PSF LL 0.0 PSF LD. 32.0 PSF DURI,FAC. 1.25 SPACING 24.0" Scale=.375"/Ft. REF R6704- 95686 DATE 12/15/16 DRW HCUSFZ6704 16350094 HC-ENG KD/DF SEQN- 669469 FROM PC JREF- 1VWN6704ZO4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENsinNs) SnRAITTPn AV TDIICC urR kUb3l3--953/3 /NLW RESIDENCE /Fill in later -- 1706 WHITE AVENUE Orlando, FL - Value Set: 13B (Effective 6/1 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 ALSC Deflection meets L/240 live and L/240 total load. Creep increase factor for dead Load is 1.50. 140 mph wind, 15,00'ft mean hgt, ASCE 7-1.0, CLOSED bidg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC7DLTOpsf. GCpi(+/-)=0.18' Wind loads and reactions based on MWFRS. 1 hip supports 3-0-0 jacks with no webs. 4X6= 2X4III 1-6-0--:aj 1 3-0-0 —1— 3-10-0 _I 6-10-0 Over 2 Supports R=336 U=144 W=8 R=217 U=76 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP, Wave FT/RT=O%(O%)/5(0) 16. T.0 . 7 A F4TY. F-/5/-/-/R/- Scale=.5"/Ft. WARNINGI'a READ AND FDLLDN ALL NOTES ON THIS DRANINGI - iNPORTANr•• FUIINISH THIS DRAWING TO ALL C0ITRACTMS INCIJ,DING THE INSTALLERS. - ; 7AT T -L. 20.0 PSF REF R6704- 95687 Trus q - ra In fabricating hsntlliny sh{ppny. InsCall ny and hraciny. Rr.Paf to and Pu}{ G,e IaC C dl<la f HC51 (Nullding CampppenC Safety Infarnetl"X: by Tpl'an0 WTCA) rpr safety practices p r i r TC L 7. 0 PSF DATE 12/15/16paformngthbracingperSCSI. U I notedutharwl {aatnp chordshallM1pprlyhdtoralsM1eathingendbottomcd1IIhpplyICYadhe: s E gitl ca Ing. L h f p lateral rastralnc of webs sh II M1 a b -1 g 1 II 0 par BC .,a. }}} DRW- HCUSR6704 16350095 a R3. 67hN1DppllGIApplyplatestoeachfaceoftrudpsi< h b ve end aa{,p 4 - qq DL 5.0 PSF jj n Joint Datalie 1 a se. Refer to drawings 16OA-2 furs t d d pl p 1 'pn -/`y Al Pine, a div!bl ITW a ld g C ppnents Group Inc. shall Nat ba re P bin f ny daviati frpm h fy-L.*/ .'( (j (dp.` ILL 0.0 PSF HC - E NG KD/DF d ing any fa.l t. build uss In cunfurnanca wltM1 ANSI/ PI 1, or fur M1andiing shipping. Y /" `ggwMYYwvi. AN ITW com* NY I stalleCl_ b br In, Or tr '... tSr 1 ' `'jj OT..LD. 32..0 PSF A erl a+thls dr win ce =or 1{atin this tlragin indlcaa.-adea fl Jf}{Ii SEQN- 669.472 g P ga g g. pones of. prshsel.nsJ .ngln.erinp +iffy Yl Y rssponsip 1.1ityeolalyforthedrl Mom. The —.tebiI ty and wr of thl. drawing fdr my atruotpr. Is l4Jt OUR. FAC 1 25 2400 Lake Orange Dr., Stidld 150 rrpnnsihliity or the. &,l ming Dos ign.r .par ANSVTPI 1 S-2. FROM PC Orlmid.,FL 32837 For mo {nfnrm.ti— s this job's general s Page and u,ase web s,<a, - SPACING 24 . 0 " J.RE F - 1 VWN67 04Z04 FL COO 40278LAPINE: www. alplne ltw. cam: TPI: www.tpinsC.org; WTCA: ICC: wwa.sbcl ndustry.cow: '"www.l ccsafe. org 12/15/201 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR kuo 10--DDOTO fiYCw KLJIUCINI.L /rill in Iaice r -- I/UO On1IL HVt IN Lit Ur lanclo, rL — tJ Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 7..50 ft. from roof edge. 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT 11, EXP C, wind TC DL=4.2 psf, wind BC DL=3.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/240 total load. Creep increase factor for dead load is 1.50. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 16d common nails 0.162"x3.5"), toe nailed at Bot chord. R= 164 U=94 R= 96 U=18 1- 6-0--J 7- 0-0 Over 3 Supports--- I R= 329 U=101 W=8"' RL= 140/-54 0 Design Cr i t t FBC2O14Res/TP 1- 2007 (STD) PLT TYP. Wave FT/RT=O%(O%)/5(0) 16. 1.0 7 ARTY. F-/5/-/-/R/- Scale=.5"/Ft. YeWARNINGIee READ AND FOLLOW ALL NOTES ON THIS DRAWINGI N 7 • T L 20. 0 PSF IMPORTANT" FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS, s . yam• N W .. REF R67 04 - 95688 Trusses require a creme a re in fabricate nd, hantllI—. shipping, installing and bracing. Re Par t and fa W /{ ! p N TIC L 7.0 PSF DATE 12/15/16 the1¢test edli on of G. (Building Component Sa fe<y Infprm¢tl on, by TPI end WTCA) for safety pracilces y, u performing these funct,uns. Installers shall pr -d cmpurary bracing per GCSI. Unless noted atha rw r ! iATE 4 propehtructural s hi g nd boCtom chprtl shell have a properly attach¢ rig tl 1I g Luca[,¢ns b-- Ior permanent later 1 Inc of webs shall have bracing Inatalletl p¢r BC . DL 5.0 PSF DRW 'HCUSR6704 16350096 G3 B) or 310. assnpplicable. Apply plate [ h face of tru and pos,t,on as shown above end jjO thI . D 'Ia. unless noted or herwise, Ref¢r, t w ngs 16OA-2 forastendard plate ppsit'ans .. e, I AI d w a, ¢F ITR B01— rpm to Drop I shall net r 9r , R j .• LL 0.0 PSF HC-ERG KD/DF p,nengponenpesponsblafpranydev,at on from th l ,,AA { drawing any fa lure u build the truss ib conformance w,th ANSI/TPI 1, or fur hantll, ng shipping ' OW.+N W !!f AN ITWCOMPANY - to neelan W bracing or cr"sses 'fjr, / Wf m! [,+y A' ssslanthisdraWihporcovarpapailatlnpthisdrarinR, IMitatss socspt-1 If prpfssslphol ahgi—Inp Q 1) A t li 1 ' OT , LD . 32.0 PSF SEQN — 669475 asp"ollil llty aolaly for them dasipn shown. TM avltabl I My arod — of this drasinp for any atrpcCur'a 1. M I M 2400 La1; eOrange Dr, Smote iSU asponaibn lty or the &,u mng Designer For ANSI lTpI i 5ae.2. `' OUR.FAC. 1.25 FROM PC Orlmldu,FL 32837 Far mo rmcon ia Joba geral ' es: a page andu,eae wee sit _ FL COAPO 276 ALPINE: elpin w, TPl s wwwltpinsC.prg; enWTCA:.sbclntlustry.c m, ICC: p aaf¢.arg SPAC I NG 24.0 " J RE F - 1 VWN67 04ZO4 12/15/2516 95373--95373 /NEW RESIDENCE /Fill in later -- 1706 WHITE AVENUE Orlando, FL - EJ7A) THIS DWG PREPARED FROMCOMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS Loads based on trusses located ,at least 7.50 ft. from roof _edge. 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof., RISK CAT li, EXP C, wind TC DL=4.2 psf, wind BC DL= 3.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 Five and L/240 total load. Creep increase factor for dead load is 1.50. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. R= 170 U=97 12- 10-11 3- 1 -3 4- 0 R= 98 U=20 2X4( A1) 7- 0-0 Over 3 Supports--- R= 235 U=59 W=8 RL= 115/-26 Design Crit: FBC2014Res/TPI-2007(STD) 4 -J %,17 ''C`-" PLT TYP. Wave FT/RT=O%(0%)/5(0) 16461. .07'0.1 Q 4 L/-/5/-/-/R/- Scale =.5"/Ft. WARNING['' READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TD ALL CONTRACTORS INCLUDING THE INSTALLERS. 0... - ' a a T LL 20 . 0 PSF REF R6704— 95689 Trussus ruQuiru ru ,n fabrloating, hand bag, Shipp ng. installing and bra i g R. r to and' II tie latest edltly BCSI (9 Id g C-P.—It Safety Inf.... tlan, by TPI and -CA) f f tl W / W w . DL ypai 1 t Ilers shell rfurmingto ......... bracing BCSI. Unless d 1 p 7 . 0 PSF DATE- ., 1 2 / 1 5 / 16: p. Prev-d. temporary Per nut h s op chortl sha1lhh P. p ly I tl structural sM1ae thing end bottom chord shell he p perly d Iglu I l g L nu f permadent. lateral restraint of webs shall Mave br i g 1 aI1 C p s N ATE ; DL 5.0 PSF DRW HCUSR6704 16350097 irycetlo B3 Bl o ..I. ppl' cable. Apply place eascn face o! eru and posltl h n b- e. nn Jo D Is 1 ced utM1arwlsa. Refer t d Ings 160A-2 fursstantle rd pia p It- f ` Y LL IIILI`r Aipin divis, f ITW BUIIding Components Group 1 Hall not be responsible f. y d.e,.tlen fr a Q'/ `QQI",4• 0.0 PSF HC- E NG KD/DF AN ITWCOMPANY„scan.tl.n drawing any !a I t b Ild ih. truss In conforms ith ANSI/TPI 1, or fur handiipg, sM1lpping,•4 n br g ar trusses. A seal an this dra i g or eoysr PaW Ilat lap this drawing, Indlastas ii—OtanGS of Pr faanii—t anglnaaring i N• p®sPL C` OR •' '\ y (( Y TOT. LD. 32.0 PSF SEQN— 669478 2400LakeOrangeDr., MotsI5U raspana lblllty sal ly .for the d aign shown. The sultsbl l lty and use of this drawing f any stew rs i• p.Zibillty of the Bul lGing Designs p.r ARSI/TPI 1 See.2. _ L' (( //ry} , 7jy,., V NA DUR. FAC. 1.25 FROM PC Orlaad., FL 32837 FL COO 40273 Fur . ern Inf.rmaiion s e t.l Jamb's gen...1 .t peg. and these web 'It . ALPINE: www, elpineltw.com: www,tpinst.prg, wTCA ICC—.1.... fe. sbclndustry.com .rg TPIZ04SPACING24.0". J RE F - 1 VWN6704 12/ 15/2016 THIS DING PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ab3/a--aas/3 NtW Kt31UtNUt /hill 1n later -- l/Ub WHIIt AVtNUL Urlando, FL t-1/6K) Value Set: 13B (Effective 6/1 /2013) 2 COMPLETE TRUSSES REQU D RED Sx-- Top chord 2x4 SP #2 Nail Schedule:0.128"x3", min, nails Bot chord 2x6 SP SS Dense Top Chord: 1 Raw 012,00" o.c. Webs 2x4 SP #3 Bot Chord: 1 Row ® 4,50" o.c. Webs : 1 Row ® 4" o.c.. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Use equal spacing between rows and stagger nails in each row to avoid splitting. Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located TC- From 56 plf at 0.00 to 56 pif at 7.00 anywhere in roof, RISK CAT II, EXP C, wind TIC DL=4.2 psf, wind BC BC- From 5 plf at 0.00 to 5 plf at 7.00 DL=3.0 psf. GCpi(+/-)=0.18 BC- 1147.32 lb Conc. Load at 1.73 BC- 596.98 lb Conc. Load at 3.73 Wind loads and reactions based on MWFRS. BC- 592.88 lb Conc. Load at 5.73 Right end vertical not exposed to wind pressure. chord checked for 10.00 psf non -concurrent live load. Bottom Deflection meets L/240 live and L/240 total load. Creep increase factor for dead load is 1.50. 2X4 III 2X4 (A1) 7-0-.0 Over 2 Support R=1494 U=601 W=8" R=1268 U=520 H=H1 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP, Wave FT/RT=O%(O%)/5(0) 16, aWARNiNGIYe READ AND FOLLOW ALL NOTES ON THIS DRAWINGI 1YWRTANT" FURN ISN THIS DRAtING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses ruqulra a t eme re In Pa bri eating, handling, shipping, in 11 my and bracing. Refer w antlrGCSlpaBplltllnhl— of C f TP and WTCA fdr safot actltoiat-sC ad C C g p C S ety Informed by 1 ) y p parfurmi np Install h.11 pr avid- temp y b - Ing par Unless n, tl h 1ens. ,SCSII IopchordsallhaveproperlyaCachedt1sla-eChing e tl b ord s all M1a ve a grape ly shallIgltlcellngLucatlonssM1uwntfurpet1— e. 1 al 'f b have bracing 1— 11 d p " B10, —d bn as above - sec[i ons R3, B] o,- 1 appl cable. Apply. pl t [ h f f ru and Qthe ssnotea otbi.. R f d gs i Z tors, 1- — rd plate posed ons, Joint De[a Is ,d pl Alpine • div 5 of T. Camp-- G o p I hell' not be r ,—s bie fo, any devi,t on From d rowing any failure to build the eras 1 cis nform nee with ANSI/TPI 1, or fur handling shipping W ANANITCOMPANYir.aa ,, -f truss-,. tal lampnbreamAsssl on this dr—Ing or —ar page Ilsting this drawing, Indloabs amosptanc. of prpfsi 1-1 abglnsarl' re spans lbl l lty solely for tho dssign shorn. Ths sultsbl l I" and ass of this drss ing for sly at—wrs Is 2400 Lake aagge Di., ,Wile 150 responslbl my pf the Building Oaslgner par ANSI/TPI T Sae.2. OTl.lda, FL 32837 Far nr-rma his jab', ",—.1 note,. page and c wan s s 'com; FL CAA40278ALPINE: www. elplr,el'iw.cpm C'TPI www.tpinst.org: WTCA: www. sbclntlustry ACC: www,lccsafe.org 9-4- 0 07 `0. 1 C p, W S A TE NZy .— Nf' L t01,, 1 L/-/ 5/-/-/R/- i TM LL 20.0 PSF DL 7. 0 PSF DL 5. 0 PSF LL 0. 0 PSF N TOT. LD. 32.0 PSF DUR.FAC. 1.25 SPACING 24.. 0" Scale=,5"/ Ft. REF R6704- 95690 DATE 12/ 15/16 DRW HCUSR6704 16350098 HC-ENG KD/DF SEQN- 669516 FROM PC JREF- 1VWN6704ZO4 12/15/ 2016 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Vb3/3--953/3 NEW RESIDENCE /Fill in later -- 1/06 WHIIE AVENUE Orlando, FL - GJ5) Value Set: 13B (Effective 6/l/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED Bldg, not located within 4,50 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, Top chord 2x4 SP #2 wind BC DL=3.0 psf, GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Wind loads and reactions based on MWFRS with additional C&C member Lumber value set "1313" uses design values approved 1/30/2013 by ALSC design. Bottom chord checked for 10.00 psf non -concurrent live load, Deflection meets L/240 live and L/240 total load. Creep increase factor for dead load is 1.50. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at, Top chord. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. R=112 U=65 R=67 U=11 1- 6- 0--j 5-0-0 Over 3 Suppclrts___ R=268 U=85 W=8" RL=107/-46 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(0%)/5(0) 16,1 awWARNINGI wm READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURN ISM THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses r.q.1 r.. t .ma re in fabricating, handling, sIlppi"g• inatalllny and bracing. Re'.' t. and the Ieiast etllClon of r SCSIc( Bullding Cwn.....0 Safety Inform.....,, by TPI and WTCA) for safety practl ta. u performing . e func.lons. Installers shall. provide tempura ry bracing per BCS I.. Unless n .etl othar, tap there shellhhave properly a tech.. .tructural sheathing end boitpm chord shall haue a properly attaca rigid cai lino. L.... I-.. .howntfur permanent lateral restraint pf webs shall have bracing install.. par', A,__ sate. i B0 i or —1 as applicable. Apply plates to e g feces of t antl position as shown above ah c.. Joint Details, unless noted otharwls Refer to dre.ings 160A-2 £or standard plate positions. , L Alp,, , a division .f ITW gui ldlnq Components Group Inc. shall not bP responsible for any deviation from drawing, any Pailure to bulld the truss in conformance with AN 51 /T PI i„ or £ur handling, shipping. AN ITW COMPANY instal —Z a brating of truss. A soul ml thlo drawing .r WRyor page lilting thle tlrawinp, Innate. otCapt•nu Rf profossl .n.l molls... reapbnsimnty aolaly for liar dwalgn an.—. Th. aulGbl illy and — of thi. d—Ing for any at—.-- 1. 2400 Lelx Ck-g DI'., SOitc ISO ranpom lblllty of th. Sun ding D.sl... r par ANSI/TPI 1 5ec.2. O,Imido,FL 32837 ai,.f.rma nl. Job's gen ei s Page and I.— web sites: F. n s FL COAgo 278 ALPINE: el pl ncicw.com C,TPI ww.tpl„st.org; WTCA: .sbclndustry c ICC; .org 07. O.111 /OTAw9 L/-/5/-/-/R/- TQ1 ILL 20.0 PSF DL 7.0 PSF B DL 5.0 PSF LL 0,0 PSF TOT.LD. 32.0 PSF DUR,FAC. 1.25 SPACING 24.0" Scale=.5"/Ft. REF R6704- 95691 DATE - 12/15/16 DRW HCUSR6704 16350099 HC-ENG KD/DF SEQN- 669481 FROM PC JREF- 1VWN6704ZO4 12/15/2016 ' THIS DHG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR tJb6/3--9b3/3 NLW RLSIUtNGL / HII in later -- I1U6 WHIIL AVLNUL Orlando, FL — GJ5A) Value Set: 138 Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, Top chord 2x4 SP #2 wind BC DL=3.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Wind loads and reactions based on MWFRS with additional C&C member Lumber value set "13B" uses design values approved 1/30/2013 by ALSC design. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/240 total load. Creep increase factor for dead load is 1.50. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. R=120 U=69 R=69 U=15 2X4 (A1) 5-0-0 Over 3 Supports> R=169 U=41 W=8° RL=82 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/5(0) 16 WARNING[we READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT•• FURNISH THIS DRAWING -TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses rsqu lr. n n In fabricating, handling, shipping, install my antl bracing. Refer t and frHCSItnaIncas. etllCl.n of <( ' lding Component Saf Cy 1 f me<1 by TPI end WTCA) Tor safety p CI o .....—in, c ese fund ns. Installers shell P d < mp y b 9ng par SCSI.- Unless nut d ut 1. tap c,.rd shallnhave properly . Cached structural n hi o a d b chord Snell have a grope ly - t I'Irigidceiling. Locations shuwnifur per t I 1 I -f bs shall haw bracing install d p Il 1 1 Ta d ohs R3. R) or 610. as aPPI —bie. Apply pl C cn fete .f -tru and posit... as shown above e n a f the Joint Detalis unless n.ted otnerwl R f ngs 16OA-2 P.rsstandard plate Posltins, 11 uJ Alpine, a division of ITW g Id g Comp < Gry p Inc. snail no< be r p bl for any davlativn frws d,awing any fa 1u,a t. bull '. ss In c. nf.rmance with AN 51 /TPI t, r f' h dling, shipping AN ITW COMPANY nstel lotion s bra. ,.g .r c ul an uia tlrawl ng gr agwr p,0• Ila<Ing thl• drawing. Ind. wtM • pt f prgfaa1. 1 anall hoar. raaponalbll lty aol aly for tM dulyt ahvan. The a.1t.b]I1gy and u of Chle droing far any acrve re lar 2400 Lake Ormge DI'., Stite ISO eep.nalblllty .f Ch. Bulldl.g D—Igner per ANSI/TPI 1 Sec.2. 0,1m,dc,FL 32837 F.r more Inf.rmaci.n s t.M1ls job's general s p.g. ane mesa web spas: FL CO.A 4027E ALPINE: wwe, elpineiCw.c.m: TPI: www.tpl nst.vrg; WTCA: wva. sbclndustry.cvm; ICC: www..ccsafe..rg 5/-/-/R/- TCSLL 20.0 PSF IDL 7.0 PSF DL 5.0 PSF LL 0.0 PSF OT.tD. 32.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale=.5"/Ft. REF R6704- 95692 DATE 1 12/15/ 6 DRW HCUSR6704 16350100 HC-ENG KD/DF SEQN- 669484 FROM PC JREF- 1VWN6704ZO4 12/1.512016 j THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR abslS--`Jb3/S /NLW Kt51.ULNl:t /Fill In later -- l/Ub YVHIIt AVLNUL Urlando, tL - Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Lumber value set "136° uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. R=55 U=33 R=37 U=9 R=213 U=74 W=8" RL--74/-39 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bl'dg, Located anywhere in roof, RISK CAT 11, EXP C, wind TC DL=4.2 psf, wind BC DL=3.0 psf. GCpi(+/-)=0.-18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/240 total load. Creep increase factor for dead load is 1.50. PLT TYP. Wave Design Crit: FBC2014Res/TPI-2007(STD)Ar • FT/RT=O%(O%)/5(0) 16 1;0$ 07 .1 5/—/—/R/— Scale=.5"/Ft. Q O AN ITW COMPANY 2400 Lake Change 8tite 150 WARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWING! - I WIORTAW!" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Tru Quir' - r« n fabricating handil g hippl g ailing antl bracing. RwPar to a„d r tF,e i t t dlti f eCSI (Building Campo t S / ty 1 f atl by TPI nd WCA) for Serety practices I to performing th f i' s. Install h-11 pr id. temp y b I g par 3CS1. Unless noted utherw top chord shall I p p ly attached I sheathing -e d butt Nord shell Mave a properly attache rigid calling, L awn for par ant. l terel Wastrel t 'f b shall have bracing ine lied par II ecClons B3. 0] 010 hpplicable, Apply p let each f P end position as shown above and the Joint Deta'1 1 ss noted utharry se. Re{or tl Ings 1fi0A2 I., standard plate positlo roAlpineadv13oPITr8uId,', Comp is Gro p.I : shall Nat ba r Ponsihle Par any da.i Lido P w a, drawing, any fail to build the truss conform Ith AN51/T PI " or fur handling, _ippi g, Instal lotion . bracing of traasea. - Nal elr 'Chi drarinp or eovar pages !!Ring ehia drawing, indl utrr ae ptancr :f' ordfree 1pn l ang lnrrringraapanalbllltyrolalyforLdeelgnMown. The raltablilty and aw-of th le Orar Ing far any strveture je th esponslblllty of the Wulldl g Designer per ANSI/TP1 1 Sae.2. T LLi • - DL . RATE ++ DL r y, • 4 'e ( T .•• LL f •,+ y •••..r•••rM OT. LD . A. (/(11 p y' t H V' OUR. FAC aniQi 2D . D PSF 7 .0 PSF 5.:0 PSF 0.0 PSF 32.0 PSF 1.25 7REFR6104 — 95693 DATE 1 2 /1 5/ 1 6 DRW- HCUSR6704 16350101 HC—ERG KD/DF SEQN— 669487 FROM PC JREF— 1VWN6704ZO43OTleCOA328FLCD.A aY027g For mare i .an this. Jab s general n .Page antl.these web 5 ALPINE: wow. Ipinaltw.com TPI s ww.tpinst.org NTCP wum.sbclndvstry.com' ICG www.iccsafe.org SPACI NG 24.0" 12/15/2016 95373--95373 /NEW RESIDENCE /Fill in later -- 1706 WHITE AVENUE Orlando, FL - CJ3) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. R=55 U=33 R=37 U=9 1-6-0--->j pI R=213 U=74 W=8" RL=74/-39 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TIC DL=4.2 psf, wind BC DL=3.Cl psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/240 total load. Creep increase factor for dead load is 1.50. Design Crit: FBC2014Res/TPI-2007(STD) + PLT TYP, Wave FT/RT=O%(0%)/5(0) 16 11.0.1.07 AD.1 Q /-/5/-/-/R/- Scale=.5"/Ft. j AN ITW COMPANY eWARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWING] IYPORTagr" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS T r ussas rldi <r.ma ar in fabricat,ng hantlling ....t ng, in calling antl bracing Ra fa nd V.e la<asC otllCfv "of BC51`(Rullding Compon t Sa/aty Informatlpn. bYsTpl .nd WTCA, far a.faty p e titearl performing the a functions. Instillers shall pruvid- t.mpur.ry bracin8 Par SCSI. Unless nntetl`pihara. e top c . C s all h e properly ettachetl strvc< raj she. thing and bot c ord shell have a properly a tetnalrigidceiling. Luca<iuns shown fur permanent"lateral restraint of w.b shall nova bracing Inscalletl<per s B3, 8] or 81 p. as applicable. Apply ple<es ip each face of cr and position es shown above enetJ. nt Details. unl eas nu<ed otherwise. Refer to drawings 16OA-2 for It— Id PI.— positlana. Alpine, . tlivi s' of ITW Bpilding Compments Group Inc. , AN not ba r.Sponsi!, a far any I elation from tMdrawing, any failure ip build cne t uss In cpnformance wl ih AN /TPI 1, ur for hantlling, shipping, 1n.ialietipn A brapl„g pf <r"aaea. - 1. s fATEf• M +° j'• * ,©Q'O f ' ff ° i, '+•.goN.•°' fy T LL 20 . 0 PSF DL 7 . 0 PSF DL 5.0 PSF LL 0.0 PSF TOT. LD. 32.0 PSF REF R67 04 - 95694 DATE 1 2 / 1 5 / 1.6 DRW Hcuslts7oa 16350102 HC-ENG KD/DF SEQN- 669490 2400 Lal'e Orq,D., htit, 130 A sal ovl this 1r 1.0 pr ¢Oust p.p. I Isting this rswing, Intllestss .e pt.nd. of profM Ignsl snpin.K legresponslblll<y .olely fur the Cselgn .haul. TM s"Ivbl l My .rtl ur of thla rs:f p for .1 s1 angi f. Ir rasp—lbillty pf th. Building D®1g.r p.r ANSI/TPI 1 S-2. r/ + 1' jl ;910Net v tt{••••Tl putt itzu DUR. FAC. 1 .25 FROM PC SPACING 24 . 0" JREF- 1 WiiN6704Z04 Orlmdu,FL 32837 FL CO.A 90278 Fur .p inf.... ti.n . <Mla J..'. g.n.r.i . P.G. and <J,.a. — ICC ..lccALPINE: TPI: avw.al Pl aliw.con: www.<pinst.org: WTCA: www. sbclndus<ry,com: s . org 12/15/2016 THIS DWG PREPARED FROM COMPUTER INPUT .(LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR k953/3--95373 /NEW RESIDENCE /Fill in later -- 1706 WHITE AVENUE Orlando, FL - CJ3A) - Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere In roof, RISK CAT il, EXP C, wind TC DL=4.2 psf, wind BC Top chord 2x4 SP #2 DL=3.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Wind loads and reactions based on MWFRS with additional C&C member Lumber value set "13B" uses design values approved 1/30/2013 by ALSC design. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 Five and L/240 total load. Creep increase factor for dead load is 1.50. Provide ( 2 ) 16d common nails(0.162"0.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. R=70 U=41 10-10-11 1-13-3 R= 41 U=9 9- 4-0 2X4( A1) R= 104 U=24 W=8" RL= 49 Design Crit: FBC2014Res/TPI-2007(STD)' PLT TYP. Wave FT/RT=O%(O%)/5(0) 16 iARNINGI — READ AND FOLLOW ALL NOTES ON T1415 DRAVINGI 1 IMPORTANT" FURNISH THIS BRAIIING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses reQuirw t emu r in fabricating, M1antl shipP ng, installing and bracing. Rafw and re. thelatest` atl tlo of (eullding Coioponent Safety Infprmetlpn. by TPI and WTCA) f ety p ctltes pUnlesstdperfurminqthesefunctions. Install ...I pravlde tempo y b I g per SCSI, noted -1h 4, lop a Nall have properly t ateeeaathC rd sh d 1 sheathinglidboallhpp rly attach rigid II g Lucatl ens shuwnPuri per t 1 t ral restraint 'f b nail M1ave b 1 g i [alletl pea drI I L ic B] or I. asapplable. Apply pl tes to each f f toss and post tl h wn above a thetJ i 0 IR. unless noted otrmrwi R f to drawings 16OA 2 fur standard p1.t.p tl ns. n 11r— Al pi dl 1'lon of ITW Building Comp t G oup Inc. shell of be resppnsi I, f y d v,ation fr d rowi g y Pailura to build the truss in conformance wtth ANSIRPI 1, or for M1ana i g hipping, AN.rTW COMPANY inatel l tl a nraci n0 of trusses. A ud. thlr drrrinp or eogrr Wgr tlrtlnp chit tlnrinp,. IndlutM-renptrner of pro? •Iona rngll»rr ll rrrponrl blllty rolrly for ilr da lgn .horn, TM su ltrblI Ity and ur+ of this darting for my rtrueturr Is 2400 Lake Oi-angc Di'., SwIe I50 rrspvnalblllty of the Building DesI gnrr par ANSI/TPI 1 Sre, 2. Orlmldo,FL 32837 Far mo Ian a 1— Jaws general ,aces page and I— web spas: FL COA HO 27S ALPINE: www.alpin TPI 5 ww.tpinst,org: WTCA:i ,sbclndustry.c ICC: w . lccsafe—g STATE 0 rLpRO Aifro m++pO° 5/-/-/ R/- TICK'LL 20.0 PSF DL 7.0 PSF 8 DL 5.0 PSF LL 0.0 PSF TOT.LD. 32.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale=. 511/Ft. REF R6704- 95695 DATE 12/15/16 DRW HCUSR6704 163501.03 HC-ENG KD/DF SEQN- 669493 FROM PC JREF- 1VWN6704ZO4 12/15/ 20.16 6 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS a DIMENSIONS) SIJRMITTFn Rv TRIISS MFR kuoola -- aJa Igrvw RCaIurivIr. /rI II In lacer -- I/Ub WNIIt HVtNUt Ur Ianoo, tL L;JI) Value Set:.13B Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere In roof, RISK CAT II, EXP C, wind TIC DL=4.2 psf, wind BCTopchord2x4SP #2 DL=3.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Wind loads and reactions based on MWFRS with additional C&C member Lumber value set "13B11 uses design values approved 1/30/2013 by ALSC design. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/240 total load. Creep increase factor for dead load is 1.50. Provide (2 ) 16d common nai'Is(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162r'x3.5"), toe nailed at Bot chord. 6 2X (Al R=-44 Rw=404 R=5 Rw=20 U=22 + 9-4-0 1-6-0---j 1-0-0 Over 3 upports R=209 U=100 W=8" RL=41/-31 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(0%)/5(0) 16 1.OA.07 6.1 Q 12 /-/5/-/-/R/- Scale=.5"/Ft. iARNINGI S• READ AND FOLLDf ALL NOTES ON THIS DRA•NGIIYPoRTANT•• FURNIIS" TNIS AND F G TO ALL NOTES GTGRS IN DRAVIG THE INSTALLERS. J r T j LL- 20. 0 PSF REF RON- 95696 AN ITWCOMPANY 2400 Lake Orange Dr., Mite ISU Trusses ruquira aIr HCS c rn in PabricaCing, handling, shipping. Iy TPI ing a,tl bracing. RtlPar t and la1•cas< adl<lon of NCSI (Bulltling Ganponenc Safety Informed on, by TPI and WTGA) ror sefety prae<Itesrl o pert°ruing t ese Punctlune. Installers shall proolda tenpurury orating par IC.Unless npted Itneru s. tnp cl,o rtl shallhheve properly ettachetl struct rel al,<a thing end button chord shall heoe a properly nt< c nwrlgitltailing. Locaci ens snnwn fur pa rnanenc lateral restraint of webs snail nav bracing Installed pee f55iac[I ons B3. BJ ar B1 D. os npplicoble. Apply plates to e•th fore or Cruse and position es shown above .•.k7i'4I Al Jecne. getails, unless nut<d otnarwise. Refer to drawings I —t far a<andar° plate pasitiene. ° Alp rn n tlivislon of ITW Bui ldin9 Comp w,en<s Group In°, s1,a11 n°< be responsible for any ippiatl on f n thtlrawing, any Pailura to builtl Che 'Cr ss in conformance wltM1 PN 51/TPI 1, ur fur handlipp, snipping, inataneuon bracb,g of troesee. A u•1 on thl• druing or tiv pIW I1•t lip thl• ,I• bI g. Indl 1 If "I.ner W profp•I one m ln••ring ponamnrysolelyrorwtlulp, shown. Th• •PI<.elucy •nA ,.•. or th 1. af•.lug ror •ny •cr.,e r• I• p°^ e'°"'=y If tn• Bp"°'^g D•>'g^°r p.r AN5'm" ' St.z. r red r T `. J • 3 . aL.+ • ytr 0 y, • ' iV t'c • SI+ aryaNsrr° yi ,` J Qi AI „es WU DL 7.0 PSF DL 5.0 PSF LL 0 . 0 PSF TOT. LD. 32.0 PSF DATE 1 2 / 1 5 / 1 6 1,' DRWHCUSR6704 163550104 HC- ENG KD/DF SEQN— 669496 DUR . FAC . 1 . 25 FROM PC Orlando, FL 32837 FL COA 90278 Far more Information s this Jpb'e general n s page end these web a ALPINE: sbal TPI: w waw.alpinel<w.co•: ww.<pinst.org: NTGA: sari. .—Stly.— MG: www.l[[safe. org SPACING 24. 0" J RE F - 1 VWN67 04Z04 12/ 15/2016 95373--95373 /NEW RESIDENCE /Fill in later -- 1706 WHITE AVENUE Orlando, FL - HJ7) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS WR 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 ALSC Deflection meets L/240 live and L/240 total load. Creep increase factor for dead load is 1.50. 2X4(Al ) = Ll-,--2-1-7-->J R=382 U=157 W=11.314" 9-10-13 Over 3 Suppo 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C wind TIC DL=4.2 psf, wind BC DL=3,0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Hipjack supports 7-0-0 setback jacks with no webs. Provide 2 16d common nails 0,162"x3.5 toe nailed at Top chord. Provide 2 16d common nails(O.162"x3.5", toe nailed at Sot chord. 12-10-3 R=222 U=131 3-9 14 R=271 U=60 + 9-4-0 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=OOA(O%)/5(0) 16. 1.0?.07 I.QTY: 5/-/-/R/- Scale=.5"/Ft. 1ARNGIaw READ AND FOLLOW ALL NOTES ON THIS ORAWINGI IYPoRTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INC.1101NG THE INSTALLERS. b L 20 0 PSF REF R67 04 95697 T russ..s require u tremor ca ra In fabricating, handling, shippi ny, inatalliny antl bracing. Rof r t. and f' I 7 W DATE 1 2 / 1 5 / 1 6 ithelatestedluonorRcsl (aP nding compone.,t Sarety Informptlon, by TPI and WTtA, f*r safetywpractices , 1 . L 7.0 PSF u pe rfurming Chase functions.. In Callers shall Provide tempura ry bracing par BCSI. Unless notetl otnerwi top chord s all have properly attached strut ral shenU.ing end bottom .Nord 'all have a properly a Cache. Y^• A E DRW HCUSR6704 76350'105rigidng. Locations 'norm fur permanenT.ufatoral rastralnt oP webs allshava bracing InsCalledtper B 1 » DL 5 . 0 PSF FII jL Ja s B3. RJ or B10, essa ppllcable. Apply Platers to eecM1 Pace mf tru a d position as shown above anA atneCJolnt. Details, unless noted .char.Ise. Refer to drawings 16OA-I fors standard plate posltlons, P y ylys r+ s'a}' LL 0.0 PSF HC - E NG KD/DFII1 ll U Alpine, a division of ITw RuildingrComsponents 11-p Inc. shall not be respo.siCle for any daviatlph from u. drawing, any fallow* cu build the t us conformance witM1 AN51/TPI 1, ur fur handling, snipping, I i}r( `.• V f ry, """wo•O" SEQN- 669502ANIT'WCOMWWY Installation a -reel,,, of tresses. A saai sn this drawing w e*var page Ilstlng this drawing, Indicates ae ptenae of profassicnal sngInwarinp OT. LD. 32.0 PSF DUR FAC 1.25 FROM PC rssp*nslblllty **Illy for tha design whoan. Thy soltablllty and use of "is drawing for any atr.foture la Bullding ANS1/TPI Sac.2. 2400 LAI, OILp DI'.,&aU 150 r..p*nalblllty pf the. Dwslgn.r par 1 SPACING 24 0 n J RE F 1 VWN6704ZO4Orlwidd,FL 32837 nFormoreInformaCionsthisJob's general s page and these web sit*,: FL COA #0278 ALPINE: alpineltw.cpm; TPI: www.tpin .org; WTCA: .sbcindustry.c m, [CC: .erg 12/15/2016 THIS Mr, PRFPAPrn FPOM rnUP1ITFP INPUT /Inane E r1i—cinuc, c rn — +once .— aSs/d--ySJ/J /NEW RESIDENCE /Fill in later -- 1706 WHITE AVENUE Orlando Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Deflection meets L/240 live and L/240 total load. Creep increase factor for dead load is 1.50. 2X4(Al ) FL - HJ3) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP C, wind TC DL=4.2 psf, wind BC DL=3,0 psf. GCpi(+/-)=0.18 2-1-7--:B-j 4-2-15 Over 3 Supports R=190 U=83 W=11.314" Wind loads and reactions based on MWFRS. Hipjack supports 3-0-0 setback jacks with no webs. Provide ( 2 16d common naiIs(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 16d common nails(0.162"x3.5"), toe nailed at Bot chord. R=46 U=27 10-10-6 1-9 14 R=1 Rw=11 U=0 9-4-0 Design Crit: FBC2014Res/TPI-2007(STD) 4-I/ PLT TYP. Wave FT/RT=O%(0%)/5(0) 16. 1.Ox.07 1 TY: 1-/5/-/-/R/- Scale=.5"/Ft. WARNINGI SH READ AND FDLIAt ALL NOTES ON THIS DRAPING! • L 20.0 PSF REF R6704- 95698IMPORTANT'• FURNISH THIS AND F G To ALL CONTES ON S INCLUDING THE INSTALLERS, a grTrusaysrvquirauernecrainfabricating, M1andIhnq, ahippiny, inatailI. and bracing. Rwf.r to and r /'m ° L 7 . 0 PSFthel.tast ed..... reC51 (Building Compa+enC Safety Infprnetlpn, by TPI and MICA, far a.fety Pradtitaa , DATE 1 2 / 1 5 /1 6uperformingtesefunctions. Installers shall provide ttmpurary bracing Par SCSI. lln las net- utherwi top -.1. eM1aIIM1M1a ve PI.Per ly a taG ed structural .M1eat -IS end bpttprrr chord s11 11 have a properly at1 - : e ' rigid eei I Inp. Location. sM1 — far permanent lateral restraint er wens anon nova bracing installed per S !l t` DRW HCUSR6704 16350106 actions B3, BT pr B,D, as 1- lcable. Apply plate1 to each race of tru end peal Lien es spawn above end •••.• • .+ 'V DL 5 . 0 PSF othe Jolnc. Details, unless n tatl — .wise. Refer to drawings Ib I t....tenda rd plate Ppsltlpna. pine, a div;sb pf ITw BulldingrComponents Greup Inc. shall not ba responsible fpr any deviation Prom th • LL 0.0 PSF HC- ENG KD/DFas n [/+)}•(y /\Y+) • wing, any Pailura to build the truss In conformance wltM1 ANSI/TPI 1, pr fur h-11l g, .nipping, . ' + • -, •• AN irwcomP NY i atenptien a breting er trb..... tis a 6. G OT. LID. 32.0 PSF SEQN- 669505 A seal an this drawing or ewer pegs Ilsting this drawing, Indiant— adsaptancs of prsfesslpnal ..QI—r l ngIL reeponeiblllyrsolslyfprthedesignshorn" TM aul ublllty end wse dr this drawing for any eeruetura la 2400 Lake 01ffilae Dr., Suitt 150 rmePpnslElllty pf the d,lld1.0 Designer par Axsl A;: , Ssc.g. DUR. FAC. 1.25 FROM PC Mando, FL 32837 HU 278 ALPIEpr wore i,.rprmatien . hie ,eb . gar. CA: sbcl,id Page FLC0SPACING 24. 0 " J RE F - 1 VWN67 04ZO4 4 NE: wraa, alpinaitw.can; TPI: www.tpinst.prg: MICAwws.ustry, cos, ICC: ww.lccaafo. prg 12/1 CLR Reinforcing This detail is to be used when a Continuous Lateral Restraint (CLR) is specified on a truss design but an alternative web reinforcement method is desired. Notes: This detail is only applicable for charging the specified CLR shown on single ply sealed designs to T-reinforcement or L-reinforecement or scab reinforcement. Alternative reinforcement specified in chart below may be conservative. For minimum alternative reinforcement, re -run design with appropriate reinforcement type. Web Member Specified CLR Alternative Reinforecement Size Restraint T- or L- Reinf, Scab Reinf. 2x3 or 2x4 1 row 2x4 1-2x4 2x3 or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x4 1-2x6 2x6 2 rows 2x6 2-2x4(W) 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6(A) T-reinforcement, L-reinforcement, or scab reinforcement to be some species and grade or better than web member unless specified otherwise on Engineer's sealed design. W) Center scab on wide face of web. Apply (1) scab to each face of web. Member Substitution T-Reinforcement Or T-Reinf, L-Reir,f orcement: or \\\ L-Reinf. Apply to either side of web narrow face, Attach with 10d (0.128'x3.0',m1n) nails at 6' o.c. Reinforcing member is a minimum 80% of web member length. Scab Reinforcement: Apply scab(s) to wide face of web, No more than (1) scab per face. Attach with 10d (0,128'x3,0`,m11n) nails at 6' o.c. Reinforcing member is a minimum 80% of web member length, rrVARNJNGtrr READ AND FOLLOW ALL NOTES ON THIS DRAVING1 w,wNP[i2TANTow FURMSH THIS BRAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS trusses regWre extreme core N+ fab,Wat", handling, shipping, Hsta«Hg and bracing. Refer to orafelpactthelatesteditionniBCtthestlitAdegtos. installersSafety Information. by TPI and SBCA) for BCSI. Unless notedprior to wise. top these fun[tbns. Iperty ens shalt provide ral sh of no atnond per SCSI. Unless rested ooerly o top chord shall hove properly attached atructurnl sheathirrp and Got of e j shall hove o properly of d hedper rtgtd sections Locations83.B7shown for plicatnt Applypl restto e h %( r'T UP—`— shall hove rd po.i l— ..rtl per III- sections the J or BID, us unless bno Apply plates to each fol L/ J/ E ] jiL(==_—., of truss and position os 9hoWn above and on the Joint IDetobs, unless noted otherwise. Rerer to d—N gs I604-7 for standard plate positlons. AN ITUJ COMPANY Alpine' a division of ITV building Conppnents Group Inc, shall not be esponslbte for any drvwtbn i this drawing any fn9ure to build the truss H confornnnce with ANSI/TPI 1. or for handling. shipping. Instollotlon t brocVnq of trusses, A seal m this drawing or [over page list" this drawig, Indicates ccepianae of professbnol 13723 Riverport Drive f—ginveering respond tt solely for the design shown The vAtohMlty and rare of this cir-1.0 Suite 200 For any structure Fs t re-sponsbilty of the BrAdng Designer per ANSI UPI I Sec.2. Maryland Heights, MO 83043 for more. Hf ornotion see this ,job's general notes page and these web sitev ALPFW www.nlpineitw.conl TPI—Apkist.orgl SBCA- wevsbelndustry.orgj ICC, eewlccsofe.org T- Reinf, L-Reinf. Scab J p 648 T ILL PSF REF CLR Subst DATE 10/01/14 1tE_DL PSF GATE B DL PSF DRWG BRCLESUB1014 3fi` 0Rk' LL PSF e• o•sys oil UT, LD. PSF DUR, FAC,_ SPACING 12/ 15/2016 RECORD COPY E of Sanford S Building aandtaFiretl Preventione . tl, ,. ark=° a Product Approval Specification Form 7 I c 1 , _ 5 2 0Permit # I " lD ( er\\ N- DIIV AFORD Project Location Address L s"C"I R 3 7( As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category/Subcategory Manufacturer Product Description Florida Approval # include decimal) 1. Exterior Doors Swinging FLY '. C 0ri n Slidin Sectional L Roll U Automatic Other 2. Windows Single Hun a 'and ; ;-LIDO t,iLa Horizontal Slider ho id i fAdo a oo lL Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 1 Category / Subcategory Manufacturer Product Description Florida Approval # including decimal) I Panel Walls Siding Soffits i S— Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles m i, tL "ILH t. l0 2- Underla ments s ; tKO8L e,,4 L 1:219-4 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E. P. S. Roof Panels Roof Vents Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 r FlorWa Building Code Online Page 1 of 4 S BCIS Home _ Log In User Registration Hot Topics Submit Surcharge Stats & Facts I Publications ( FBC Staff BCIS Site Map Links Search d.bpraProduct Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail rA „ FL # FL8228-R7 Application Type Affirmation Code Version 2014 Application Status Approved Comments Archived L Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road West Chicago, IL 60185 800) 663-3667 sschreiber@masonite.com Authorized Signature Steve Schreiber sschreiber@masonite.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By National Accreditation & Management Institute Referenced Standard and Year (of Standard) Standard Year ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 TAS 202 1994 Equivalence of Product Standards Certified By I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity OYes 0No ON/A Product Approval Method Method 1 Option A htt //www.floridabuildin or / r/ r -a dtl.as x? aram=wGEVX wtD uftCwaMPt 3T... 7/10/2017 p g• g P P PP_ P P Q 9 P Florida Building Code Online Page 2 of 4 Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval Date Approved 05/04/2015 Products FL # Model, Number or Name Description 8228.1 Fiberglass Side -Hinged Door Unit 1 6'-8" Opaque I/S and O/S Single Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +85.0/-85.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, does not exceed the design pressures listed. 3'-0" x 6'-8" max nominal size. Hurricane protective system required in HVHZ, but not required in the Wind Borne Debris Region. See DWG-MA-FL0160-07 for additional information. Certification Agency Certificate FL8228 R7 C CAC NI006900.01.0f Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL8228 R7 II FL0160Dx.l)df Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL8228 R7 AE 504A.pdf Created by Independent Third Party: Yes 8228.2 Fiberglass Side -Hinged Door Unit 8'-0" Opaque I/S and O/S Single Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL8228 R7 C CAC NI006900.02.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2020 Design Pressure: +70.0/-70.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL8228 R7 II FL0161Dx.pdf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation & Management Institute Zone, and where pressure requirements as determined by Created by Independent Third Party: ASCE 7, does not exceed the design pressures listed. 3'-0" x Evaluation Reports 8'-0" max nominal size. Hurricane protective system FL8228 R7 AE 503A.0f required in HVHZ, but not required in the Wind Borne Debris Created by Independent Third Party: Yes Region. See DWG-MA-FLO161-07 for additional information. 8228.3 Fiberglass Side -Hinged Door Unit 6'-8" Opaque Inswing Single or Double Door w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL8228 R7 C CAC NI006900.01.1)df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2020 Design Pressure: +50.5/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the FL8228 R7 II FL0160Dx.Ddf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation & Management Institute Zone, and where pressure requirements as determined by Created by Independent Third Party: ASCE 7, does not exceed the design pressures listed. 12'-0" Evaluation Reports x 6'-8" max nominal size. Hurricane protective system FL8228 R7 AE 502A.Ddf required in HVHZ, but not required in the Wind Borne Debris Created by Independent Third Party: Yes Region. See -DWG-MA-FLO160-07 for additional information. 8228.4 ( Fiberglass Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55.0/-50.5 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, does not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. Hurricane protective system required in HVHZ, but not required in the Wind Borne Debris Region. See DWG-MA-FLO160-07 for additional information. 8228.5 1 Fiberglass Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50.5/-50.5 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by 6-8" Opaque Outswing Single or Double Door w/ or w/o Sidelites Certification Agency Certificate FL8228 R7 C CAC NI006900,0.1,0f Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL8228 R7 II FL0160Dx.Ddf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL8228 R7 AE 502A.odf Created by Independent Third Party: Yes 8'-0" Opaque Inswing Single or Double Door w/ or w/o Sidelites Certification Agency Certificate FL8228 R7 C CAC NI006900.02.Ddf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL8228 R7 II FL0161Dx.Ddf Verified By: National Accreditation & Management Institute Created by Independent Third Party: http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquftCwaMPtp3T... 7/ 10/2017 I N 149" MAX. OVERALL FRAME WIDTHCGJ 2•L ttC SIDE -HINGED FIBERGLASS DOOR UNIT 21" MAX 36.375" MAX. D.L.O. - _ - 6' 8" DOUBLE DOOR WITH /WITHOUT SIDELITES PANEL WIDTH 37.5" MAX Ilk .W/ASTRAGAL FRAME WIDTH GENERAL NOT s 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LCADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED." 2. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ), h HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. J. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) i H- HURRICANE PROTECTIVE SYSTEM 15 NOT REQUIRED ON OPAQUE WPANELSORPANELSWITHIMPACTGLASS, BUT IS REQUIRED x -CS w ON PANELS WITH NON -IMPACT GLASS. 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. w a POLYSTYRENE CORE FLAME SPREAD INDEX OF 15 AND SMOKE DEVELOPED INDEX OF 115 PER ASTM E84. 5. PLASTICS TESTING OF F18ERGLASS FACING: TEST DESCRIPTION DESIGNATION RESULT SELF IGNITION TEMP ASTM D1929 752 'F > 650 -F RATE OF BURNING ASTM 0635 D.56 IN/MIN SMOKE DENSITY ASTM D2843 TENSILE STRENGTH* ASTM 0638 3.27 .27. DIFF 6. PLASTICS TESTING OF LITE FRAME MATERIAL: TFCT nPgrRIPTION nP111 Id 1- o C1 It T SELF IGNITION TEMP ASTM D1929 740 'F > 650 •F RATE OF BURNING I ASTM D635 0.77 IN MIN SMOKE DENSITY ASTM D2843 TENSILE STRENGTH. ASTM D638 7.507 DIFF COMPARATIVE TENSILE STRENGTH AFTER WEAIHLHING 4500 HOURS XENON ARC METHOD 1 7. IMPACT GLAZING LAMINATE MIAMI DADE BCCO NOA 09-0127.13 1111 SWCLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT WITH SIDELITE 1111 00 SINGLE DOOR UNIT WITH SIDELITE DOUBLE DOOR UNIT W/SIDELITES SINGLE DOOR UNIT 'N/SIDELITES C 1wND-. Nt6664ao_ 1,4fI Reviewed Date Re DOUBLE_ DOOR UNIT W/SIDELITES z U Ad WHERE WATER INFILTRATION PERFORMANCE IS TABLE OF CONTENTS DESIGN PRESSURE RATING I REQUIRED TO BE 15% OF DESIGN PRESSURE DATE: 1/5/07 SHEET }/ DESCRIPTION CONFIG X MAX WIDTH 1 37.5 INSWING OUTSWING INSWING OUTSWING OUTSWING'- r SCALE: N.T.S. 1 TYPICAL ELEVATIONS & GENERAL NOTES XX 74' 85.0 -85.0 50.5 -50.5 85.0 -85.0 55.0 -50.5 19.0 -19.0 19.0 -19.0 70.0 -70.0 40.0 -40.3 70.0 -70.0 35.0 -50.5 owc. BY: SINS 2 ANCHORING LOCATIONS & DETAILS OX or XO 75 50.5 -50.5 55.0 -50.5 40.0 -40.0 55.0 -50.5 CNN. BY: 3 JANICHORING LOCATIONS & DETAILS OXO 1 112.5 50.5 -50.5 55.0 -50.5 79.0 -t9.0 40.0 -40.0 55.0 -50.5 OXXO 149 50.5 -50.5 55.0 -50.5 19.0 -19.0 40.0 -aU.O 55.0 -50.5 KURT BALTHAZOR caAwlnlc Ho.: High Dom Threshold Design FLORIDA P.E. 56533 DWG-MA-FLO160-07 SHEET 1 OF 3 Ili SEE DETAIL c" SEE DETAIL " E" 3 6" 3" C 1 f-3" II I 6" 3" —I B A B 6' 3' — IIIr 6' I 6" — II g 3., 3" 6" — SEE DETAIL E„ 8 x 2-1/2" # 10 x 2" 10 x 5/8" 8 x 2-1/2" #10 x 3/4" 10 x 5/8" 10 x 3/4" 10 x 2" FRAME / DOOR DETAIL "D" DETAIL "C" TYPICAL 0 U aQ SEE D" r a a 0 E a 3.. p 4 6" —l1 1— l— 6„ AddeMw b NMAI CedcdonNo.: NiGoL oy-,'L7 Reviaxed By 8 x 2- 1/2" OaaReriaWe. o12=in ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE DETAIL "E" ASTRAGAL STRUCTURE DEEP ENOUGH ATTACH ASTRAGAL RETAINER BOLT FOR A 1.375" THROW STRIKE PLATE TO FRAME DETAIL "F" ASTRAGAL AS SHOWN. O.t24• ANNEALEW--.0124- DECORATIVE INSERT 0.090• SAFLEE III -(OPTIONAL) DOW 832 0.124' ANNEALETEMP. #6 X 1-1/2- PHS EE DETAIL rL co C Oa OJ W Q OZ o ucLo U W F. DATE: 1/5/D7 0. 962"I DOW 832 '•,;;E DOW 832 .;yF t. 75" Itca7" •'.'-' oowa3z SCALE: N.T.SY t.375" ?:°. XE TERIORTNTRIOREXTERIOR INT RI O R CHK. BY TYPICAL GLAZING DETAIL: TYPICAL GLAZB G DETAIL DRAWING NO.: INSWIN: THRESHOLD OUTSWING THRESHOLD HIGH DAM 0/5 THRFSHOL D IMPACT RATED GLASS NON —IMPACT GLASS Dwc-MA-F_oleo--c SHEE 2 CF j SEE DETAIL C" SHT. 2 ATTACHMENT DETAIL_ 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY LUIS R. LOMAS, PE FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE 10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-5/8". 2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE FU PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG CORRUGATED FASTENERS LOCATED 3" FROM EACH END AND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOOD SCREWS LOCATED 6" FROM EACH END AND MAXIMUM 12" O.C. 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. 1 3 - Oi 6"' I I r o U CL SEE DETAIL D" SHT. 2 J a 0 a w w o '6 I 3" —'1 1 1- 3 II II I I 0nil 1.50" fMIN 0.25" 1 SHI TYPICAL WOOD BUCK ANCHOR INSTALLATION HARDWARE SCHEDULE w a a 0 M r T—[! 3" 1. 1KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES. 1.25" IMIN MAXXSHIM fX' TYPICAL MASONRY ANCHOR INSTALLATION Mdeldun to vu CW aticn No.: t4 f c• o G goo _ i Redewed 9y. Date' w , o DATE: 1 /5/0 7 SCALE: N. T. S. DWG. ev: SN/S OHK. BY: DRAWING N0.: DWG-MA-FLO160-07 SHEEP 3 OF 3 N Florida Building Code Online Page 1 of 6 i47 s`me n kk 4 ° r ay x + oNI 9 a,» 1 ate A a fi 4 BCIS Home Log In I User Registration Hot Topics Submit Surcharge Stats & Facts ':, Publications FBC Staff I BCIS Site Map Links Search Florida Product Approval , USER: PublicUser tr m Product Aooroval Menu > Product or Application Search > Application List > Application Detail a `i FL # FL5678-R3 Application Type Affirmation Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By r'. Clopay Building Products Company 8585 Duke Blvd. Mason, OH 45040 513)770-6062 mwesterfield@clopay.com Scott Hamilton shamilton@clopay.com Exterior Doors Sectional Exterior Door Assemblies Certification Mark or Listing Intertek Testing Services NA, Inc. Gary Pfuehler D Validation Checklist - Hardcopy Received Standard Year ANSI/DASMA 108 2002 ASTM E330 2002 L/1I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity '}Yes QNo 0,N/A Product Approval Method Date Submitted Method 1 Option A 02/26/2015 http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDqsTDqv2o9Yg3... 7/ 10/2017 Florida Building Code Online Page 2 of 6 Date Validated Date Pending FBC Approval Date Approved Summary of Products Go to Page = FL # Model, Number or Name 5678.1 01 W4-09 C-DSIE-11`173: 3201, 3203, 250, 250G Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +28 PSF/-29 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 02/26/2015 03/07/2015 0 Pagel/ 20 Description Double -skin Insulated (exterior skin 27 ga. min.; interior skin 27 ga. min.) WINDCODE@ W4 Sectional Door, up to 9'0" wide Certification Agency Certificate FL5678 R3 C CAC Letter with proof of contract and proof ofinspection.odf FL5678 R3 C CAC W4 C Listing Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL5678 R3 II- 101758-RevO9.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5678.2 02 W4-16 C-DSIE-11`173: 3201, 3203, 250, 250G Double -skin Insulated (exterior skin 27 ga. min.; interior skin 27 ga. min.) WINDCODE@ W4 Sectional Door, 9'2" to 16'0" wide Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5678 R3 C CAC Letter with proof of contract and proof of inspection.)dfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL5678 R3 C CAC W4 C Listing Intertek.pdf Design Pressure: +25.5 PSF/-25.5 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL5678 R3 II 101760-Rev07.pdf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 5678.3 03 W4-09 C-PAN-21F141: 692, 652V Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +25 PSF/-32 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). Steel Pan (min. 24 ga.) WINDCODE@ W4 Sectional Door, up to 9'0" wide Certification Agency Certificate FL5678 R3 C CAC Letter with proof of contract and oroof ofinspection.pdf FL5678 R3 C CAC W4 C Listing Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2026 Installation Instructions FL5678 R3 II 101762-Rev09.pdf Verified By: Intertek Testing Services NA,,Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5678.4 04 W4-16 C-PAN-21F141: 692, 652V Steel Pan (min. 24 ga.) WINDCODES W4 Sectional Door, 9'2" to 16'0" wide Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5678 R3 C CAC Letter with proof of contract and proof of inspection.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL5678 R3 C CAC W4 C Listing Intertek.pdf Design Pressure: +24 PSF/-24.5 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL5678 R3 II 101781-Rev08.pdf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 5678.5 05 W4-12 C-DSIE-1F447: 3200, 3220, 240, 240G Double -skin Insulated (exterior skin 24 ga. min.; interior skin 27 ga. min.) WINDCODE@ W4 Sectional Door, up to 10'2" wide Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5678 R3 C CAC Letter with proof of contract and proof Approved for use outside HVHZ: Yes of insoection.pdf Impact Resistant: N/A FL5678 R3 C CAC W4 C Listing Intertek.odf http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsTDgv2o9Yg3... 7/ 10/2017 CLOPAY MODELS: 3201 (FLUSH), 3203 (RAISED PANEL) HOLMES MODELS: 250, 250G I1I ---------- -------- t y IIIIII r y I t y Ity t- 1II t__- 0 TD1 1LI iliIIiI,-_ 1ityII1LTi 1IiIIIIIII __ JIlIi iIi, lI --`IIII jNiiI jNIiI1Il , I I K _ OW 11 I1 - --- IIII ----- IIII IIII IIII IIII ----- , I- =xxil L _xxxjl I I ==C:xxjl IIII I I I II----- I I 1 1 I I----- I I I I I I--1--IIIII I I----- I I x =x l I I Lxx :x l 1 1----=j1 I I Y xxx— I I=xxxxjl I I LL ---III --x xjN L_____ ILL ii I xx__ i _ _ ifII ____ _____ __ II .JIII n 111 I I .•__— 1 I1I 11 I I I -! I I I I_____ ' I I I'I T=' I I I11===== 11 IIIIII II III NII11IIIIIIIIIIIIIIIIIIIIII11IIlxxxxxxill Il xxxxx=illlitL=_ xxxilll __ =11ll xx_x_i1111— xxjl111f===xjll llrx=x==il OPTIONAL WINDOW UTES AVAILABLE SEE SECTION S-B) LHR TOP BRACKET = SEE INTERMEDIATE DOUBLE HORIZONTAL HINGE DETAIL TRACK STEEL JAMBS 3/"' MIN. MAY BE STEEL JAMB BACK - SEE END FILLED WIT HINGE DETAIL DOUBLE TRACK CONCRETE, LOW HEADROOM OPTION BUT NOT R QUIRED. LOCK POSITION FILLET ' LONG BOTH SIDES) END ELECT WELD (.). WI ELECTRODE MIN.). WELD STIIF 12GA. GALV. TOBE LOCATED VERTICALLY REVERSE OR ON ANGLE AT 24' CONTINUOUS CENTERS. TACK ANGLE TRACK OUTSIDEWELDTOEOFANGLE AT FASTENED HANDLE SAME SPACING. DIRECTLY TO - STEEL JAMB. LOCK BAR 27 GA. MIN. STEEL EXTERIOR ENGAGES IN GALV. SKIN, WITH A OUTSIDE KEYED LOCK TRACK ON BAKED -ON PRIMER AND A LOCK BAR LOCKING EACH SIDE BAKED -ON POYESTER PAINTED OF DOOR. TOP COAT. 3/ 8'X4' SLEEVE ANCHORS ON 20' CENTERS (C-90 BLOCK) OR 24' CENTERS 2000 PSI MIN. CONCRETE) OR 1/4'X4' TAPCON SCREWS ON 16-3/4' CENTERS 2000 PSI MIN. CONCRETE). WASHERS INCLUDED WITH SLEEVE ANCHORS. I - OPTIONAL OPTIONAL OUTSIDE KEYED A WASHERS REQUIRED WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK BUT LOCK POSITION NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE HORIZONTAL JAMBS I MAX. DOOR WIDTH 16'-0' NOT TRANSFER LOAD. INSIDE I FVATION 4 SECTIONS , NOT 5H wNSNsr of sEcnoNs HOWN . ICII LroNSNST of SEcrIONs NOT END STILE SNAP LATCH ENGAGES SUDSBOLT LOCK ENGAGES HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT) INTO VERTICALkyj TRACK. ONE - K, coNSIST of R SEEECnoraNOTSHOWN3. B S( CTIDNS SHOWN). ONTO VERTICAL TRACK. LOCK SIof 10 s . ONE SNAPLATCHONEACHSIDEOFDOOREACH SIDE 4) /14x5/8• SHEET OF DOOR. 13 GA. GALV. STEEL FLAG BRACKET. LT LOCK OPTION .' METAL SCREWSINSIDESLIDEBO EACH FASTENED TO WOOD JAMB WITH 0 4) 1/4•x]/4• SELF TAPPING SCREWS 14 GA LTJO HINGE 14 C_ INRRENEOI.IE HNf.F THIS DOOR MEETS OR.IXC®5 INE OF901 LOADS FOR THE UUWNTE MD SPEEDS LISTED ®DIY A: CORDNC TO YE RIDIFDA BUIDND CODE aR THE INTERNATIONAL BUEDNG CODE (EASED ON ASCE7-10) FOR THE FOUDWINO WNOIROE6: I) EMCIDSED WLDNO. 2) DOOR HAS r OF WIDTH N BUIDNG'S END ZONE, 3) ANY ROOF SLOPE, AND 4) TESTNG N ACCORDANCE WTIH ANS/DILIA 1OL SRE-SPECIFIC CM= RATIONS W A OUNi1ED DERG N PROETSSONAI. MAY DIFFTA SPEEDULTIMATE VINO SPEED DEMO 25 LID=, T EXPO.SLK atTNEAN D LC, DCAT Ri7ff IEIOff E 13' 2x6 YELLOW PINE JAMB 12 GA GALV. STEEL TRACK BRACKET FASTENED TO WOOD JAMB WITH ONE 5/16'x1-5/ 8' WOOD LAC SCREW PER BRACKET. 2' GALV. STEEL TRACK J FASTENED TO TRACK BRACKETS. EACH BRACKET ATTACHED WITH ONE x5/8' BOLT & NUT DR TWO 1/ 4' RIVETS. JAMB CONFIGURATION OUTSIDE KEYED END HANDLE STILE OUTSIDE KEYED LOCK INSIDE HANDLE SNAP LATCH LOCK OPNON VERTICAL JAMB ATTACHMENT ( WOOD FRAME B A DIN s)• 1/2'x3' LAG SCREWS ON 17- 1/2' CENTERS. 1-1/8' O.D. WASHER REQUIRED. LAG SCREWS MAY BE COUNTERSUNK ( BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. DOOR OR HEIGHT L' HEIGHT STOP MOULDING BY DOOR 6 -- 70 10 - 6 118 INS7A11 rn (TO SUIT)7 0 76111-0 124 18 GAL GALA. STEEL END STILE 7 - ENDSTILES HELD BY 8 -6 88 12 - 6 136 HINGGE SCREWS) g - 6 94 12 - 6 14 9 -0 100 13 -0 148 10 - 0 1112 j 14 -0 160 14-6 166 14 GA MIN. GALV. STEEL CENTER HINGE 15 -0 172 FASTENED TO INSIDE SKIN W/(4) 6 EACH 1144/8' SHEET METAL SCREWS. 16 - 0 184 14 GA DALY. STEEL ROLLER HINGE FASTENED TO END STILES W/ 4) EACH }144/8" SHEET METAL SCREWS AND (4 1/4'x3 4' SELF TAPPING SCREWS. 10 BALL SHORT STEM STEEL ROLLER WITH EEL OR NYLON TIRE 3) 5/16 111-5/8 LAG SCREWS. TRACK CONFIGURATION LLM DOUBLE TRACK LOW HEADROOM, HI -LIFT TRACK, FOLLOW -THE -ROOF TRACK, AND VERTICAL LIFT TRACK 2' GALV. STEEL TRACK, ARE AVAILABLE OPTIONS. 3' TRACK THICKNESS: .060' TRACK ALSO AVAILABLE. DESCRIPTION ADDED ROLLER OPTION ADDED MPC; MAX FIT WAS 14'. UPDATED WINDCODE CHART CHANNEL SEPARATES BACK SKIN OF DDOR 1. 95' THICK, 10 DENSITY EXPANDED POLYSTYRENE FOAM INSULATION LAMINATED TO BOTH EXTERIOR AND INTERIOR SKINS. 12 GA GALV. STEEL TOP ROLLER BRACKET. EACH BRACKET ATTACHED W/(3) 114x5/8' SHEET METAL SCREWS. TONGUE AND GROOVE JOINTS. 14 GA_ GALV. STEEL ROLLER (END) HINGE. EACH FASTENED TO END STILES W/(4) 14x5/8' SHEET METAL. SCREWS AND 4) 1/4'x3/4' SELF TAPPING SCREWS. 3' x 20 CA CALV. STEEL U- BAR. ONE PER SECTION, EXCEPT BOTTOM SECTION WHICH REQUIRES TWO U-BARS. U-BARS ATTACHED W/(2) 1/4'x3/4' SELF TAPPING SCREWS PER HINGE LOCATION. U-BARS MIN YIELD STRENGTH: 50 KSI. 27 GA. STEEL INTERIOR GALV. SKIN WITH A BAKED -ON PRIMER AND A BAKED -.ON POLYESTER PAINTED TOP COAT. 13 GA. GAL_V. STEEL BOTTOM BRACKET. ATTACHED WITH (4) j14x5/8' SHEET METAL SCREWS. cM TYP. 2-1/2'x12 CA. GALV. STEEL TRACK .BRACKET. IwPici rtEvsruir ouiriti LEHr`"N-on WINDBORNE oEe alsT (TYP 4 TRACK BRACKETS PER SIDE UPTO 8' HIGH). REGIONS (REF. CKMITM15 EBc/I8C) TRACK BRACKETS PER SIDE UP TO 10' HIGH . SECTION B-B FRONT FRAME WffH U.V. 6 TRACK BRACKETS PER SIDE UP TO12' HIGH .*SSBGLAS NG ON OUTSIDE LTRACK BRACKETS PER SIDE UP TO 14' HIGH .CE.24' 185 TRACK BRACKETS PER SIDE UP TO 15' HIGH . TYP 9 TRACK BRACKETS PER SIDE UP TO 16' HIGH . DISTANCE BETWEEN FLAG AND TOP TRACK BRACKET NOT TO EXCEED 30' O.C3'R / 8x3/4' PAN HEAD SCREW MOLDED INSIDE i/BACRYLIC CPXDNAL ACRYLIC IS PLASKOLJTE OPM OR LUCRE LITE RETAINER. UTES AVAILABLE CP. AN APPROVED CC2 PLASTIC IN COMPLIANCE WITH IBC/FBC 25D8. NOTE 2, THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS DESIGN ENGINEER: MARK WESTERFIELD, P.E. SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OFFLORIDAP.E. 148495. NC P.E. p23832. TEXAS P.E. 91513 RECORD FOR THE BUILDING OR STRUCTURE AND INACCORDANCEDESIGNLOADS: +25.5 PSF & -25.5 PSF WITH CURRENT BUILDING CODES FOR THE LOADS LISTEDONTHISDRAWING. TEST LOADS: +38.0 PSF & -38.0 PSF CLOPAY BUILDING PRODUCTS COMPANY NPCI C-DSIE-1F173 " Dm0i1D7 1 MAX SIZE' pay 8585 DUKE BLVD. DATE, w 16'0' x 16'0' MASON, OH 45040 11/3/97 1ESCRWTIRA 513) 770-4800 DRAWN Sri BMM MODEL 3203 t25.5 PSF (DES. LOAD) Building Products Company DTI D RAVING IA.YOESN VCR CIRPW cNI"IwoD All m" R•Nlxax. MWW 101760 IBC LJ g 0 E 10 W x U Z W O I •- Florida Building Code Online Page 1 of 3 i i a :5 my"i r _ ^ i rI I i ,yq e P .. +' r dP'X• = 01 4$ a BCIS Home Log In User Registration Hot Topics Submit Surcharge j Stats & Facts Publications ( FBC Staff ( BCIS Site Map Links ( Search a Product Approval USER: Public Userdb Product ADoroyal Menu > Product or Application Search > Application List > Application Detail w FL # FL17880-R2 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Standard AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option A 08/23/2016 08/30/2016 08/31/2016 Year 2008 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt2ZOX6B2Y l ... 7/ 10/2017 Florida Building Code Online Page 2 of 3 Summary of Products FL # Model, Number or Name Description 17880.1 910 SGD 72x80 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17880 R2 C CAC APC 98644 72x80.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 02/25/2019 Design Pressure: +40/-50 Other: R-PG40. Units must be glazed per ASTM E1300-04 Installation Instructions FL17880 R2 II Install Instructs - 910 OX 72x80 (As Tested 98644).ndfwithsafetyglass. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17880.2 910 SGD 72x96 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL17880 R2 C CAC APC(9707,9619)C2014.02-109-47- RO.C2011.02 910 SGD (082921).Pdf Impact Resistant: No Quality Assurance, Contract Expiration Date Design Pressure: +30/-30 08/29/2021 Other: R-PG30. Installation Instructions FL17880 R2 II 08-01901 512593.Ddf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17880 R2 AE 512593 72x96.pdf Created by Independent Third Party: Yes 17880.3 910 SGD 107x96 Fin Frame O.OX Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17880 R2 C CAC APC(9706,9620)C2014.01-109-47- RO C2011.01 910 SGD (082921).pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +30/-30 08/29/2021 Other: R-PG30 Installation Instructions FL17880 R2 II 08-02491 513254.0 Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17880 R2 AE 513254 107x96.pdf Created by Independent Third Party: Yes 17880.4 910 SGD 72x80 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17880 R2 C CAC APC(4999)AO970 01-109-47-RO 910 SGD (081219).PdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +40/-50 08/12/2019 Other: R-PG40. Units must be glazed with safety glass. Installation Instructions FL17880 R2 II 08-01157A 511726A.pdf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17880 R2 AE 511726A 72x80.pdf Created by Independent Third Party: Yes 17880.5 910 SGD 72x96 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17880 R2 C CAC APC(9707 9619)C2014.02-109-47- RO C2011.02 910 SGD (082921).pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +30/-30 08/29/2021 Other: R-PG30 Installation Instructions FL17880 R2 II 08-01901 512593.pdf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17880 R2 AE 512593 72x96.pdf Created by Independent Third Party: Yes 17880.6 1910 SGD 1107x96 Finless Frame O.OX Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17880 R2 C CAC APC(9706 9620)C2014.01-109-47- Approved for use outside HVHZ: Yes RO C2011.01 910 SGD (082921).odf Impact Resistant: No Quality Assurance Contract Expiration Date 08/29/2021 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQ WtDgt2ZOX6B2Y 1... 7/10/2017 ELEVATION 72" HEAD1 Notes: I I E A D DETAIL X 1. Installation depicted based off of i 8"' on center 1 netr Min: o structural test report. #98644.01-109-47, 1 ' penetration. E.;E a m 2. Fasteners are #6 x 1-5/8" screws. 4°w 3. Wood buck installations are assumed 2X S-P—F (G=0:42) or denser. Buck width 9 " C j 000C shall be Tapered greater than the window frame LrJ width. Ta eerect or partial with bucks are Min Ed a Distance not allowed. Wood buck shall besecured atothestructuretoresistalldesignloads. c 04. Screw lengths shall be sufficientto p ao guarantee 1 1 /4" penetration : into wood 00 buck. 5. Maximum shim thickness of 1/4" permitted at each fastener location. Shims shall be / load bearing, non—compresibible type. 6. The drawings depict the details necessary to meet the structural load requirements. a They do not address the air infiltration, water penetration, intrusion or thermal performance requirements of the Anchors (See Details) installation. 7. Installation shown is that of the test window for the design pressure shown Caulk under nailing and the design pressure claimed, For fin entire perimeter door sizes smaller than shown, locate before fastening. head, sill and jamb fasteners 3" from SILL DETAIL each, corner and 8" on center:. Design pressures of smaller door sizes are 6 x 1 5/8' Screw limited to that of the test unit. 0 6 x 1 5/8' Screw Min Ede Distance tom- 9 s" JAMB DETAIL ESIZE NDDESIGNPRESSURECHART ASTENERTYPEANDSPACINGSHOYYNWILLALLOWDESIGNPRESSURESllPTO+40/- 50UNITSUPTO72'x80' E .TEST REPORTS FOR INDIVIDUAL UNIT. SIZE AND APPLICABLE .DESIGN PRESSURE LIMITATIONS).. INSTALLATION INSTRUCTIONS FASTENER SCHEDULE — FIN — V.M. R. 4-9-09 O1F wre Windows &Doors, 910/3910 Sliding Glass Door "OX" NONE 1 C11 r1 Gratz, PA ' 910 X11 Installation — Florida Buildingng Code Online Page 1 of'5 I I e BCIS Home Log In j User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links j Search a Product ApprovalbUSER: Public User µ; - m.,.:.u>r Product Aooroval Menu > Product or Application Search > Application List > Application Detail FL # FL17676-R5 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext2560 bsitlinger@miwd.com. Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Steven M. Urich, PE I Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2008 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 04/03/2017 Date Validated 04/03/2017 Date:Pending FBC Approval Date Approved 04/05/2017 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR... 7/ 10/2017 Vlorida Building Code Online Page 2 of 5 of Products FL # Model, Number or Name 17676.1 3540 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-50 Other: LC-PG35. Units must be glazed in accordance with ASTM E1300-04. Description 36x74 Fin Frame Certification Agency Certificate FL17676 R5 C CAC APC(11355)C7327.01-109-47 - 1.pdf Quality Assurance Contract Expiration Date 04/12/2022 Installation Instructions FL17676 R5 II Install - 3540 SH 36 x74 Fin.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.2 3540 SH 36x84 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R5 C CAC APC 3540 fin 36x84.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/27/2020 Design Pressure: +40/-50 Installation Instructions Other: LC-PG40. Units must be glazed in accordance with FL17676 RS II Install - 3540 SH Fin 36x84.1)df ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.3 3540 SH 40x66 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R5 C CAC APC A3485.01.odf Approved for use outside HVHZ: Yes QualityAssurance' Contract Expiration Date Impact Resistant: No 08/26/2019 Design Pressure: +35/-45 Installation Instructions Other: R-PG35. Units must be glazed in accordance with FL17676 R5 II Install - 3540 SH Fin 40x66.odf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676: 4 3540 SH 44x63 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R5 C CAC APC 3540 Fin 44x63.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date _ Impact Resistant: No 05/26/2020 Design Pressure: +40/-47 Installation Instructions Other: R-PG40. Units must be glazed in accordance with FL17676 R5 II Install - 3540 SH Fin 44x63.1)df ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676. 5 3540 SH 44x72 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R5 C CAC APC 3540 Fin 44x72.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/01/2017 Design Pressure: +35/-47 Installation Instructions Other: R-PG35. Units must be glazed in accordance with FL17676 RS II Install - 3540 SH Fin 44x72.odf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676. E 13540 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30/-30 Other: LC-PG30. Units must be glazed in accordance with ASTM E1300-04. 44x84 Fin Frame Certification Agency Certificate FL17676 R5 C CAC APC(10816)C7324.01-109-47- 6:pdf Quality Assurance Contract Expiration Date 04/ 12/2022 Installation Instructions FL17676 R5 II Install - 3540 SH Fin 44x84.odf Verified By: American Architectural Manufacturers Association. Created by Independent Third Party: http;// www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR... 7/ 10/2017 ELEVATION Notes: 36" HEAD DETAIL 1. Installation depicted based off of structural 2" typ. test report #C7327.01-109-47. 12" o.c" t~ SHEATHING/OSB Max. 2. Wood screws shall satisfy the Notional 2" tYP. SIZEHEADER AS NEEDED Design Specification for Wood T I NG dimensional re FLASHING Construction for material type and CAULK UNDER NAILIuirements. 12' o c BY OTHERS FIN- ENTIRE PERIMETER q Max. BEFORE FASTENING. 3. Wood buck installations are assumed 2x S-P— F (Greater tor han theBuck width Anchor shall be greater than the window frame See'Sectlon Details) width. Tapered or partial width bucks are not _ allowed. Wood buck shall be secured' to the structure to -resist all design loads. 4. Wood screw lengths shall be 'sufficient MINIMUM to guarantee 1-1/4" penetration into d 11/4 INCH PENETRATION wood buck. INT STUD 5. Maximum shim thickness of 1/4" 0'I0 permitted at each fastener location. Shims shall be Toad bearing, non — compressible type. 6. These drawings depict the details necessary to meet structural load requirements. They do not address the r t Min Edge 7/16" air infiltration, water penetration, intrusion SHIM AS or thermal performance requirements of REQUIRED the installation. DRYWALL 7. Installation shown is that of the test window for the size shown and the design pressure claimed. For window sizes smaller than shown, locate 8,X 1-5/8" SCREW (SHOWN WITH " SHEATHING) fasteners approx. 2" from corners and no MUST ACHIEVE 1-1/4" PENETRATION more than 12" on center. Design INTO STUD.s pressures of smaller window sizes are V4,CLEARANCE limited to that of the test window. ALL FOUR SIDES> SILL DETAIL I. C NAIL MEAN NOT U SHEATH i; MinEdge7/16 ot.rw JAMB DETAIL IN' IS A "GENERIC TERM WHICN MOUNTING FLANGE'. O BE CONFUSED WITH '1/2' FRONT FLANGE) SIZE AND DESIGN PRESSURE CHART FASTENER TYPE AND SPACING SHOWN WILL ALLOW DESIGN PRESSURES UP TO +35/ -50 UNITS UP TO 36" x 74" SEE TEST REPORTS FOR INDIVIDUAL UNIT SIZE AND APPLICABLE DESIGN PRESSURE LIMITATIONS) 07 ME INSTALLATIONINSTRUCTIONS V. M. R. 12-14-09 FASTENER SCHEDULE — FIN— CHEOUlk 0AM w oax. T 3540 Single Hung NONE 1 1 1 Windows & DoorsGratz, PA 3540-3240 SH FIN — F lorida Building Code Online Page I of 3 BCIS Home Log In I User Registration Hot Topics Submit Surcharge Stats & Facts Publications ( FBC Staff ( BCIS Site Map Links I Search Florda 1 14111 Product ApprovalUSER: Public User Gwy. es Product Approval Menu > Product or Application Search > Application List > Application Detail k i FL # FL15272-RI Application Type Revision Code Version 2014 Application Status Approved Comments Archived l Product Manufacturer Alside Address/Phone/Email 3773 State Road Cuyahoga Falls, OH 44223 330)922-2389 nthompson@alside.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Soffits 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 Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity Architectural Testing, Inc. Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL15272 R1 COI Certificate Of Independence.Ddf Referenced Standard and Year (of Standard) Standard Year ASTM E330 2002 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method I Method 1 Option D http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQWtDgv3yV VKJZ I Q... 7/10/2017 Florida Building Code Online Page 2 of 3 Date Submitted Date Validated Date Pending FBC Approval Date Approved of Products 02/19/2015 02/23/2015 03/01/2015 04/15/2015 FL # Model, Number or Name Description 15272.1 a. "2T" Soffit Vent or Solid Vinyl Soffit Limits of Use Installation Instructions Approved for use in HVHZ: No FL15272 R1 II Inst 15272.1.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A, Evaluation Reports Other: See INST 15272.1 for Design Pressure Ratings, any FL15272 R1 AE Eval 15272.1.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15272.2 b. "Alliance T4" Soffit Vent or Solid Vinyl Soffit Limits of Use / Installation Instructions Approved for use in HVHZ: No FL15272 R1 II Inst 15272.2.1)df Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15272.2 for Design Pressure Ratings, any FL15272 R1 AE Eval 15272.2.1)df additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15272.3 c. "Greenbriar Vintage Beaded' Soffit Vent or Solid Vinyl Soffit Limits of Use Installation Instructions Approved for use in HVHZ: No FL15272 R1 II Inst 15272.3.1)df Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15272.3 for Design Pressure Ratings, any FL15272 R1 AE Eval 15272.3.pdf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15272.4 d. "D5" Soffit Vent or Solid Vinyl Soffit Limits of Use Installation Instructions Approved for use in HVHZ: No FL15272 R1 II Inst 15272.4.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15272.4 for Design Pressure Ratings, any FL15272 R1 AE Eval 15272.4.1)df additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15272.5 e. "Charter Oak" Soffit Vent or Solid Vinyl Soffit Limits of Use Installation Instructions Approved for use in HVHZ: No FL15272 R1 II Inst 15272.5.1)df Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15272.5 for Design Pressure Ratings, any FL15272 R1 AE Eval 15272.5.pdf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15272.E f. "Super Span" Soffit Vent or Solid Vinyl Soffit Limits of Use Installation Instructions Approved for use in HVHZ: No FL15272 R1 II Inst 15272.6.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15272.6 for Design Pressure Ratings, any FL15272 R1 AE Eval 15272.6.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. Back Next Contact Vs :: 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 i http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZIQ... 7/10/2017 L 3773 STATE ROAD, CUYAHOGA FALLS, OH 44223 2T' VINYL SOFFIT CENTER VENT GENERAL NOTES 1. This product has been evaluated and is in compliance with the5th Edition Florida Building Code excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. Site conditions not covered by this drawing are subject to further engineering analysis. 4. Wood/CMU wall construction, by others, must be designed properly to receive loads from the soffit and/or 2" x 2" batten strips. 5. Vinyl soffits shall be tested and labeled as conforming to the requirements of ASTM D 4477 and Section 1710.9 of the FBC. TABLE OF CONTENTS SHEET# DESCRIPTION 1 Typical elevations & general notes 2 Soffit details & design pressures 3 Soffit details & design pressures 4 Soffit details & design pressures 5 Soffit details & design pressures 6 Soffit details & design pressures 7 Panel details & bill of materials 44 4( 32 S$ o- u y:at J Obi UN41z o z UZ0 og o oa 4 O E 0? oz " 2129112 Le: N.7.S. - Ery: JK er: LFS 3 0 WING NO.: FL-15272.1 Er _L OF 7 SPAN "A" ROOF OVERHANG ROOF - FRAMING CMU OR SOFFIT woo D FRAMED SEE DETAIL SEE DETAIL E• "I" SIDE VIEW -SINGLE SPAN w/ ]-CHANNELS Shown w/ WjWframing overhang) SINGLE SPAN vVG-Tl3 DESIGN PRESSURE (PS Ii A PQSRIYE NEG/1TIYk 16" 75.0 75.0 SPAN "A" ROOF OVERHANG ROOF - FRAMING \• Efla CONTINUOUS BATTEN SUPPORT REQUIRED FOR SPANS GREATER THAN 16" (SEE NOTE 1) CODU OR WO SEE DETAIL "J" FRAMED SEE DETAIL SOFFIT E' SEE DETAIL F" SIDE VIEW - DOUBLE SPAN w/ 7-CHANNELS Shown w/ buss/framing overhang) OAUBLE:SPAN LENGTIf 6ESTGN PRFSSURE (PSFj. A POSTriVE MEGAriVE 24" 60.0 60.0 7/8" ROOFING NAIL LOCATED IN NAIL HEM OF EACH PANEL AT EACH BATTEN INTERSECTION SEE DETAIL "J-) J " CHANNEL IN PLACE DETAIL "E" DURING INSTALLATION DETAIL "F" 7/8" ROOFING NAIL LOCATED IN NAIL HEM OF EACH PANEL AT EACH BATTEN INTERSECTION SEE DETAIL 7) NOTE: 1. WOOD FRAMING AND CONNECTIONS TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD. 2. ROOFING NAILS (0.125" 0 X 7/8" LONG w/ 3/8" 0 HEAD) SHALL BE CORROSION RESISTANT AND PENETRATE A MIN. OF 3/4" INTO SUPPORT FRAMING. ice` a ag c3 t. IIInG& osj Z uz U N I o e z U E. J up o°rawmo.a a E ccw Lq 8JTm7/ 8" ROOFING NAIL (TYP.) LOCATED IN NAIL HEM AT END OF EACH PANEL i` 0 0.04" o 0 o 1" --{ 0.75' A 7CHANNEL YI LE: N.T.S. a+: JK B BY: LFS 3 WING NO.: 0 FL- 75272.1 N cr 2 OF 7 NOTE: l i l Jf,, I. WOOD FRAMING AND CONNECTIONS TO BE DESIGNED BY THE ARCHITECT n VORENGINEEROFRECORD. 2. ROOFING NAILS (0.125' 0 X 7/8" LONG w/ 3/8" 0 HEAD) SHALL BE CORROSION J y ^ RESISTANT AND PENETRATE A MIN. OF 3/4" INTO SUPPORT FRAMING. TRUSS OR RAFTER V; 24" ON CENTER N:, oz O rnY'• gq c n n SPAN"A" i •'••........• 72i7jT*11TS ROOF CANTILEVER o n `o 0 U N •• ROOF O E m z m e FRAMING a N Y 9 Q t aYmaa N 4 v 0 OoZ Cwo a SOFFIT CMU OR WOOD 7/8" ROOFING NAIL (TYP.( 4 C" 4SEEDETAILFRAMED 24" ON CENTER TO HOLD w SEE DETAIL "D" J "CHANNEL SOFFIT PANELS n j ARE FREE FLOATING co DETAIL "D" DETAIL "C oaSIDEVIEW - SINGLE SPAN w/ ]-CHANNELS m Shown w/ buss/framing cantilever) N c oW oF L'iE5l6N 1'RESSUITF (P5F TRIM NAIL ATTACHED THROUGH FASC" @ 36" O.C. MA STAPLES INSTALLE1 END OF PANEL A 8" MAX. C 1/8" DETAIL "A" Fascia NOTE: FOR SQUARE CUT OVERHANG, TRIM BOTTOM OF FASCIA FLAT AGAINST PANEL 7/8" ROOFING NAIL (TYP.) LOCATED IN NAIL HEM AT END OF PANEL CT 11 11 111 S01 SPAN "A" b ROOF OVERHANG o ROOF I CONTINUOUS BATTEN FRAMING SUPPORT REQUIRED SEE NOTE 1) SEE NOTE 1 0.07' I 9 CMU OR FASCIA SOFFIT FRAMED Aluminum SEE DETAIL "1' JJ SEE DETAIL "A" SEE DETAIL "B SIDE VIEW - DOUBLE SPAN w/ BATTEN Shown w/ truss/framing overhang) TYYI#SPAN [ENGFN .: pF,S/C N PRP$StIRE (PST%`:; wr cormNudus eAT'r N :: q ,? POSITIVE::' NEGAtTVE ' 2a" 50.0 50.0 STAPLES INSTALLED @ 24' O.C. (INTO WOOD) O ON F-CHANNEL LEG OR T-NAIL @ 17O.C. INTO WOOD OR MASONRY) Q " Vn z filly)„ y UN.: y v 0 0 i o 9m.1 i h n 5 t i DETAIL " B" F- Channel NOTE: 1. WOOD FRAMING AND CONNECTIONS TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD. 2. ROOFING NAILS (0.12T 0 X 7/8" LONG w/ 3/8" 0 HEAD) SHALL BE CORROSION RESISTANT AND PENETRATE A MIN. OF 3/4' INTO SUPPORT FRAMING. 0. 07 o - i 0. 75" 3 " F" CHANNEL AluminumE: 02/29/12 IF: N.T.S. ar: JK W: LFS WING NO.: FL- 15272.1 F 4 OF 7 ALUMINUM - FASCIA TRIM SPAN "A" -- I— ROOF OVERHANG ROOF FRAMING SOFFIT_, CMU OR SEE DETAIL "Al WOOD FRAMED SEE DETAIL "B" SIDE VIEW - SINGLE SPAN w/ F-CHANNEL Shown w/ truss/framing cantilever) DESiGN PRESSURE.... SINGLE SPAN LENGTH .: POSITII(E NEGATIVE' g 116.0 -116.0 16" 36.0 36.0 SPAN "A" ROOF OVERHANG ROOF FRAMING ALUMINUM j FASCIA TRIM CMU OR SOFFIT WOOD FRAMED SEE DETAIL "A" J SEE DETAIL "B"' I SIDE VIEW - SINGLE SPAN w/ F-CHANNEL Shown w/ truss/framing overhang) DESIGN PRESSURE (pSFJ jSINGLESPARLENGTH POSflWE NEGA 1YE.„ 8" 116.0 116.0 T6" 36.0 36.0 TRIM NAIL ATTACHED THROUGH FASCI' 36" O.C. MA STAPLES INSTALLEE END OF PANEL A 8" MAX. O 1/9, DETAIL "A" Fascia b 0 0.07' F C, 6" OR 9' 1 FASCIA Aluminum J NOTE: A FOR SQUARE CUT OVERHANG, TRIM BOTTOM OF FASCIA FLAT r: AGAINST PANEL U: N'• i 7 ` J u lv Qf i+o SOFFIT STAPLES INSTALLED ® 24" O.C. (INTO WOOD) ON F-CHANNEL LEG OR T-NAIL ® 17' O.C. INTO WOOD OR MASONRY) jW118" MAX. DETAIL "B" F-Channel 0 0.02" _ n 70.75" 3 'F" CHANNEL Aluminum i LE N.T.S. BY: JK m a: LFS 3 RANG NO.: FL-15272.1 0 ET 5 OF 7 SPAN ROOF OVERHANG ROOF FRAMING SOFFIT J CMU OR SEE DETAIL "C' WOOD FRAMED SEE DETAIL "D" SIDE VIEW - SINGLE SPAN w/ 3-CHANNELS Shown w/ truss/framing cantilever) pESIGN PRESSURE MIFfaSlN6LESPANLENGIH i1 POSRIVE NEGk17YE ` e^ 100.0 100.0 16" 40.0 40.0 SPAN "A" ROOF OVERHANG ROOF FRAMING ALUMINUM FASCIA TRIM i SOFFIT LFEAMEDSEEDETAIL " SEE DETAIL "C SIDE VIEW - SINGLE SPAN w/ 3-CHANNEL Shown w/ truss/framing cantilever) QESlGN PRESSURE (PSra: SINGLE SPAN LENGTH A .. r PC+SiT1YE NEGATIVE..i e" 141.0 141.0 16" 35.0 35.0 STAPLES LOCATED 24" O.C. INTO FRAMING MAX. 5 r' MAX. STAPLES INSTALLED @ 12" O.C. (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL ® 17' O.C. nerwn rinn Fascia 0 0.07' 1 — 0.76" T-:i6- - 0.07' 0 J" CHANNEL Aluminum 4", 6" OR 8" 1 FASCIA Aluminum IN J-CHANNEL SLOT OR T-NAIL @ 17' O.C. INTO WOOD OR MASONRY) STAPLES LOCATED 24" O.C. INTO FRAMING —J I" MAX. TRIM NAIL ATTACHED THROUGH FASCI' 36" O.C. MA STAPLESINSTALLET END OF PANEL A W MAX. C 1/E" A rr A I 1 11 ^11 nerwn nwn ql o•p Q n 0 s o i ••••. .......... aJ\\ o 0 N > M O n m U N •; 00 E a o m e s 7 60IJj`!/ 0 E cc w3'd 31w r: 02/29/12 0 LE: N.T.S. BY: JK m BY. LFS ? Y.iNG NO.: N FL- 15272.1 0 ro e _6 or 7 0 f REM DESCRIPTION MATERIAL 1 FASCIA ALUMINUM 2 J"CHANNEL ALUMINUM 3 F' CHANNEL ALUMINUM 4 J" CHANNEL VINYL b 2T PANEL VINYL 7 15x1-3/4"TRIM NAIL S.S. 8 18" GA. X 1 /4" SS STAPLE (w/ 718'MIN. EMBEDMENT) STEEL 9 7' X 7' BATTEN STRIP SG=.42 OR BETTER WOOD 10 APA B-C-GROUP 1 EXT. 15/37' PLYWOOD OR BETTER WOOD 11 09T' DIA. T-NAIL w/ 7/8"MIN. EMBEDMENT) STEEL xf dm 0" aj` ` n n 111j111\ `` o n °D i o•• i Z chitEoome0Sugdo`a aN mda a e E aZ GC Wa3a J Q E a O J L) m O Q F V 2 0O ¢ Q En a a 56" m 4 V04 a_ 1" N m Nei, w o_ RIB AND END DETAILS 13 o wti 7' 17' COVERAGE a u_ w = N, 2 a N O O 0 Z U DATE; 02/29/12 zo O SCALE: N. T. S. Owc. er: JK m 6 2T PANEL FEE, LFs 3 DMWINC NO.: FL-15272.1 N 0 N SHEET 7 OF 7 d2'. ..U AIRFLOW FREE FLOW AREA FREE FLOW SOFFIT n'/fly AREA FULL VENT 4.9% CENTER VENT 2.3 1.6% a Florida Building Code Online Page-1 of 2 w BCIS Home Log In f User Registration Hot Topics Submit Surcharge Stats & Facts I Publications ( FBC Staff BCIS Site Map Links Search Florida Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL10124-R19 Application Type Revision Code Version 2014 Application Status Approved Comments Archived L 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 El 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 FL10124 R19 COI 2016 01 COI Nieminen.odf Referenced Standard and Year (of Standard) Standard Year ASTM D1970 2009 ASTM D3161 2009 ASTM D3462 2009 ASTM D7158 2008 TAS 107 1995 Equivalence of Product Standards Certified By Sections from the Code http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquracBeVCbdM... 7/ 10/2017 Flprida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 08/26/2016 Date Validated 08/26/2016 Date Pending FBC Approval 08/30/2016 Date Approved 10/13/2016 Summary of Products 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 pdf - Approved for use outside HVHZ: 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 S. Evaluation Reports FL10124 R19 AE 2016 O8 FINAL ER GAF Asphalt Shingles FL10124-R19.odf Created by Independent Third Party: Yes Back Nezt Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32322 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 toSection455.275(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 ecurit:METxIcs http:l/www.flofidabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquracBeV CbdM... 7/ 1.0/2017 TRII IITYtER© EVALUATION REPORT GAF 1 Campus Drive Parsippany, NJ 07054 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-R19 Date of Issuance: 01/03/2008 Revision 21: 08/26/2016 SCOPE: a 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] ERD Evaluated" may be displayed in advertising literature. jf 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 DCAANE1983 The facsimile seal appearing was authorized by Robert Nieminen, 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. TrinitylERD 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 l 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. 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 01NK37122 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 07CAS5908 04/01/2008 Exterior Research and Design, I.I.C. Evaluation Report 01506.01.08-R21 Certificate of Authorization #9503 FL10124-R19 Revision 21: 08/26/2016 Page 2 of 6 dl 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 IOCA35554 03/05/2010 UL(TST 1740) ASTM D3161,D7158,D3462 10CA13686 05/15/2010 UL(TST 1740) ASTM D3462 10CA07264 05/27/2010 UL (TST 1740) ASTM D3462 10CA11953 10/29/2010 UL(TST 1740) ASTM D3161,D7158,D3462 IONK11951 10/30/2010 UL (TST 1740) ASTM D3161, D7158, D3462 1ONK12070 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 11CA4872S 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® II, Fortitude'", Glenwood'", Grand Canyon®, Grand Sequoia®, Grand Sequoia® IR, Grand Sequoia® ArmorShield'", Monaco®, Siennam, 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 01506.01.08-1121 Certificate of Authorization #9503 FL10124-R19 Revision 21: 08/26/2016 Page 3 of 6 TRINITY ERo 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 StarterMatchTM Sharter Strip Shingles are color -coordinated starter strips for use with Grand Canyon® and Grand Sequoia® series asphalt shingles. StarterMatchT" are installed as the second starter for Grand Canyon® and Grand Sequoia® series installations.. S. 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. 5.2 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 Va,d = 150 mph (Vuit = 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 V.Sd = 150 mph (V 1t = 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 R9O5.2, with the following exceptions: Camelot, Camelot II, 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, LLC. Evaluation Report 01506.01.08-1121 Certificate of Authorization #9503 FL10124-1119 Revision 21: 08/26/2016 Page 4 of 6 TRINITY 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 26 mm) (25 mm) Enduit d 6tancheite R.. ! 12" Nail ( 305 mm) Clavo 6 5/8" - 7 5/8" Clouer 168 194 mm) 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 NPl Gun Grade Polyurethane Sealant or Henkel PL Roofing and Flashing Sealant. 94 122q roar; 1r 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. S. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC—QUA9625; (847) 664-3281 Exterior Research and Design, LLC. Certificate of Authorization #9503 END OF EVALUATION REPORT - Evaluation Report 01506.01.08-1421 FL10124-1119 Revision 21: 08/26/2016 Page 6 of 6 Florida Building Code Online Page 1 of 2 7 774-7 , BCIS Home Log In I User Registration Hot Topics Submit Surcharge Stats & Facts Publications j FBC Staff ( BCIS Site Map Links search bFloridarProductApproval P USER: Public UserdvrkrA i Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL17824 Application Type New Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email N United Roofing Finches Ferry Road Eutaw, AL 35462 813) 248-2101 Ext227 dportfolio@gardner-gibson.com DON PORTFOLIO dportfolio@gardner-gibson.com Category Roofing Subcategory Underlayments 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 Zachary R. Priest the Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 12/31/2020 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence FL17824 RO COI GGI15001 2014 FBC Underlayments Gator Skin.odf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1507.2.3 1507.2.8 1507.4.5.1 1507.4.5.2 1507.5.3 1507.5.3.2 1507.7.3 1507.7.3.2 1507.8.3 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt2ZOX6B2Y 1... 7/ 10/2017 1~ lorida Building Code Online Page 2 of 2 1507.8.3.2 1507.9.3 1507.9.3.2 1507.9.5 1518.4 T1507.8 Product Approval Method Method 2 Option B Date Submitted 06/26/2015 Date Validated 06/26/2015 Date Pending FBC Approval 07/05/2015 Date Approved 08/20/2015 Summary of Products FL # Model, Number or Name Description 17824.1 Gator Skin Steep -slope roofing underlayment used as alternate to ASTM D 226, Type I and II and ASTM D 4869, Type II and IV. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. Installation Instructions FL17824 RO II GGI15001 2014 FBC Underlavments Gator kin. df Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL17824 RO AE GGI15001 2014 FBC Underlavments Gator Skin.Ddf 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: W® eCheEk "# Credit! secuhjEMETxtes http://www.floridabuirding.org/pr/pr_app_dtl.aspx?param=wGE XQwtDgt2ZOX6B,2Y1... 7/10/2017 Certificate of Authorization No. 29824CREEK17520EdinburghDrive Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 5T" EDITION (2014) Manufacturer: UNITED ROOFING MANUFACTURING CO., INC. Issued June 26, 2015 P.O. BOX 30 Eutaw, AL 35462 205) 372-3394 http://www.unitedroofing.com/ Distribution: Eutaw, AL Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: Underlayments Code Sections: 1507.2.3, 1507.2.8, 1507.4.5.1, 1507.4.5.2, 1507.5.3, 1507.5.3.2, 1507.7.3, 1507.7.3.2, 1507.8.3, 1507.8.3.2, T1507.8, 1507.9.3, 1507.9.3.2, 1507.9.5, 1518.4 Properties: Physical properties REFERENCES EntitY Report No. Standard Year PRI Construction Materials Technologies (TST5878) GGI-132-02-01 ASTM D 226 2006 ASTM D 4869 2005el PRODUCT DESCRIPTION Gator Skin A mechanically attached, woven polypropylene underlayment used as an alternative to ASTM D 226, Type I and Type II and ASTM D 4869 Type II or Type IV, roofing underlayments APPLICATION INSTRUCTIONS Deck Type: The roof deck shall be constructed of closely fitted, solid sheathing for new or existing construction. Sheathing shall be installed in accordance with FBC requirements. Roof decks shall have no more than 1/8" gap at abutting joints. Minimum 19/32" plywood for new construction or minimum 15/32" plywood for existing construction in the HVHZ only. Min. slope: Min. 2:12 and in accordance with the FBC; For slopes less than 4:12, the underlayment must be half -lapped over the underlying course. Attachment (Non-HVHZ): Underlayment shall be attached in accordance with the FBC requirements and in accordance with the manufacturer's installation instructions. The underlayment is installed starting at the eave, with the length of the roll parallel to the eave with the printed side facing up. All head laps shall be installed to shed water from the deck and side laps shall be staggered between successive courses. Attachment (HVHZ): Underlayment shall be attached in accordance with RAS 115, RAS 130, or RAS 133 and in accordance with the manufacturer's installation instructions. The underlayment is installed starting at the eave, with the length of the roll parallel to the eave with the printed side facing up. All head laps shall be installed to shed water from the deck and side laps shall be staggered between successive courses. Allowable roof coverings: Asphalt shingles, metal roof panels and shingles, slate shingles, wood shakes and shingles GG115001 FL17824 Page 1 of 2 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK UNITED ROOFING MANUFACTURING CO., INC. Gator SkinATECHNICALSERVICES, LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance is not within the scope of this evaluation. 3) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 4) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. 5) The underlayment may be used as described in other current FBC product approval documents. 6) Roof coverings shall not.be adhered directly to the underlayment. Roof coverings shall be mechanically fastened through the underlaymentto the roof deck. 7) The underlayment shall be exposed on the roof deck for a maximum 30 days unless otherwise stated. 8) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code 5th Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. 1,Q.•',G•EIVS•FSJ No 74021 2015.06.26 07:52:30-04'00' STATE OF : 4Q/ O R t O N` Zachary R. Priest, P.E. O N A `, Organization No. l A E9641on No. 021 CERTIFICATION OF INDEPENDENCE CREEK Technical. Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. END OF REPORT GG115001 FL17824 Page 2 of 2 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Bland, Annette From: Forte, Jami <JForte@seminolecountyfl.gov> Sent: Monday, July 10, 2017 11:47 AM To: Bland, Annette Cc: crewcontractors@yahoo.com Subject: 2412 Chase Ave. SFR Demo/Rebuild Importance: High Good morning, This is to advise that there will not be any new Seminole County road impact fees for 2412 Chase Ave. SFR Demo/Rebuild. Please let me know if you have any questions. Best Regards, Jami Jami Forte I Program Coordinator I Impact Fees & Concurrency Seminole County P&D I Business office I Building Div. ' 1101 East First Street I Sanford, FL 32771 1 407-665-7356 1 jforte@seminolecountyfl.gov We are paperless! Please submit electronically @ http://www.seminolecountyfl.gov/departments- services/development-services/ Please take a moment & share your thoughts through our Customer Service Survey: http://apps.seminolecountyfl.gov/cros_application_placeholder.aspx?page=CMSForm&formid=55 Original Message ----- From: Bland, Annette [mailto:Annette.Bland@Sanfordfl.gov] Sent: Monday, July 10, 2017 10:59 AM To: Forte, Jami <JForte@seminolecountyfl.gov> Cc: crewcontractors@yahoo.com Subject: FW: Building NSFR 2412 Chase Ave. Original Message ----- From: annette.bland@sanfordfl.gov [mailto:annette.bland@sanfordfl.gov] Sent: Monday, July 10, 2017 11:18 AM To: Bland, Annette <Annette.Bland@Sanfordfl.gov> Subject: 1 SEAS INOLE COUN7 YtIL Tl Clf! lsp1C. rtoNr t_ LIMITED] POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: _I0 I hereby name and appoint: j Lft4 an agent of: 0a E pflo jl- Name of Company) to be my lawful attorney -in -fact to act for me to apply for,.receipt for, sign for and do all things necessary to this appointment for (check only one optlon): All permits and applications submitted by this contractor. The specific permit and application for work located at: 0- , C h PI -Se - street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: p tc- c Q L State License Number: Signature of License H( STATE OF FL Rl A COUNTY OF The foregoing )stjTr, 20 byandaspro did (did take n oath. Signature of Notary me this day of. 41' talb, I who is d perso ally known to me or as identification Print or type Notary name Notary ' tt )0f00MMlSSinnr Commi EXPIRES September 22. 2419 aw ervica.com My Commission Expires: BP251I03 CITY OF SANFORD Application Tracking Action Log Inquiry Application . . . . . . . . : 17 00000620 Address . . . . . . . . . . . 2412 CHASE AVE Application type . . . . . . : NEW SINGLE FAMILY HOME - ATTACHED Revision/Path/Step/Seq/Agency: A O1 00 UTIL UTILITY DEPARTMENT Action date . . . . . . . . 6/28/17 Action type . . . . . . . . PRC PLAN REVIEW COMPLETE Action by RB RICHARD BLAKE Time spent . . . . . . . . . .50 Date/Time/User added . . . . 6/28/17 12:18:57 BLAKER Comments Print June 28, 2017 11:58:29 AM blaker. Y No City sewer availabile. Y Seminole County Health septic permit #59-52-1761823 Y Water impact fee $1343.00 Y Press Enter to continue. F3=Exit F8=In/Out Status F12=Cancel 7/10/17 11: 091: 32 Bottom e f . , CREW PRO, INC. 6439 John Alden Way. Orlando, Florida 32818 CBC-059056 - CCC-1327169 Stipulated Sum Agreement Between Owner and Contractor I.AGREEMENT This agreement, made this day and date written herein by and between the Owner(s) and the Contractor to facilitate the Repair of the Project, for good and valuable consideration, both parties agreeing as follows: a. This is a Fixed Cost Contract wherein the Owner has approve and will pay the Contractor a specific price for performing the work described herein, said price to be modified by the Owner's allowance decisions, authorized changes, and any potential unknown conditions not itemized in this contract and conditions herein, in exchange for the remuneration described herein. b. The Owner(s) agrees to pay the Contractor as enumerated herein for performing the work described in the Contract Documents, and further agrees to all the terms and conditions of this agreement. c. This Agreement includes all general provisions, special provisions and architectural exhibits that were accepted by the lender. Work not covered by this Agreement will not be required unless it is required by reasonable inference as being necessary to produce the intended result. By executing this Agreement, the contractor represents that he/she has visited the site and understands local conditions, including state and local building regulations and conditions under which the work is to be performed d. Unless otherwise provided for in this agreement, the owner will secure and pay for necessary easements, exceptions from zoning requirements, or other actions which must precede the approval of a permit for this project. If owner fails to do so then the -contract is void. If the contractor fails to correct defective work or persistently fails to carry out the work in accordance with the agreement or general provisions, the owner may order the 'contractor in writing to stop such work, or a part of the work, until the cause for the order has'been eliminated e. The Contractor will supervise and direct the work and the work of all sub -contractors. He will use the best skill and attention and will be solely responsible for all construction methods and materials and for coordinating all portions of the work under the terms of this agreement. Unless otherwise specified in this agreement, the Contractor will provide for and/or pay for all labor; materials, equipment, tools, machinery, transportation, and other goods, facilities, and services necessary for the proper execution and completion of the work and upon completion of the work. The Contractor will maintain order and discipline among employees and will not assign anyone unfit for the task. The builder warrants to the owner that all materials and equipment incorporated are new and that all work will be of good quality and free of defects or faults. The builder will pay all sales, use and other taxes related to the work and will secure and pay for building permits and/or other permits, fees, inspections and licenses necessary for the completion of the work unless otherwise specified in this agreement. The Contractor shall indemnify and hold harmless the owner from and against all claims, damages, 1 I P a g e Accepted by BUELDER Accepted by OWNER(s) ' 1 1 .. ---.I losses, expenses, legal fees or other costs arising or resulting from the Contractor's performance of the work or provisions of this section. The Contractor will comply with all rules, regulations, laws, ordinances and orders of any public authority or HUD inspector bearing on the performance of the work. The Contractor is responsible for, and indemnifies the Owner against, acts and omissions of employees, sub -contractors and their employees, or others performing the work under this Agreement with the Contractor. The Contractor will provide shop drawings, samples, product data or other information provided for in this Agreement, where necessary 2. PROJECT a. Project Name:: Nuha b. FHA Case NO.: Project Address: 2412 Chase Ave d. City, State, Zip: Sanford, FL 32771 e. Subdivision Name: N/A f. Legal Description LOT 17 BLK 6 3RD SEC DREAMWOLD PB 4 PG 70 g. County & State: Seminole County, Florida h. Permit Jurisdiction: Seminole County 3. OWNER a. Owner(s) Name: NUHA ENTERPRICE b. Address: 833 E CHURCH AVE c. City, State, Zip Code: LONGWOOD FLORIDA 32750 4. BUILDER a. Builder Name: Darryl Culbreth b. Company Name: CREW PRO, Inc. c. License Number: CBC 059056 d. Street Address: 6617 John Alden way. e. City, State, Zip: Orlando, Florida 32818 f. Business Phone: (407) 692-0765 g. Fax Phone: (407) 442-0756 h. E-mail: Crewcontractors@yahoo.com 5. CONTRACT DOCUMENTS This contract contains the following documents, listed in descending order of control. a. 1st Priority: Construction Plans Not required b. 2nd Priority: Construction Agreement This Document c. 3rd Priority: Estimate and Allowances (Approved Proposal) Attached 6. COMPLIANCE The work will be completed in compliance with all laws, ordinances, rules, regulations and building codes of the applicable government authorities. 7. CONTROL 2 1 P a g e Accepted by BUILDER -- Accepted by OWNER(s) a. The Contract Documents, which include the Construction Agreement, the Scope of Work and Specifications (proposal), and other documents enumerated herein, are intended to supplement each other. In case of conflict, control of the Contract Documents will be given in the descending order in which they are listed. b. The work to be performed and the materials to be used by the Builder are itemized in the Scope of Work and/or specifications (proposal) included in the design documents, which shall be superior to the other contract documents in case of conflict. , c. In the event the Owner fails to inform the Builder of a specific design intent not otherwise clearly detailed and/or dimensioned on the construction plans or described in the other construction documents, the Owner shall pay for any costs to modify the otherwise correctly performed work to meet the previously undisclosed requirements. 8. PROPERTY The project will rehabilitate the existing residence to the extent outlined in the approved PROPOSAL upon the land that is owned by the Owner, as outlined in section 2.E of this agreement. 9. CONTRACT COST STRUCTURE A. BASIC CONSTRUCTION PRICE: $82,000.00 B. Includes labor, materials, sales tax, tools, supervision, licenses, insurance, Builders risk and permits indicated in the Construction Estimate. Does not include any work or materials excluded in the Scope of Work and Specifications or any items included as Fixed Cost Allowances. C. FIXED COST ALLOWANCES: NA D. This is the total of all Fixed Cost Allowances itemized in the project proposal. The allowances included in this contract are itemized in the project proposal (attached). E. Sub -Total: $ 82,000.00 F. Overhead/Supervision: $ 0.00 G. Profit: $ 0.00 10. TOTAL CONTRACT PRICE. $82,000.000 11. PERIOD OF PERFORMANCE The estimated period of performance to complete the construction of said building is to begin April 1,2017 and end July 30, 2017. Permit will be issue by City of Sanford Permitting Authority. 12. TERMS of PAYMENT A. The TOTAL CONTRACT PRICE enumerated above shall be paid to the Contractor as follows:' I. Upon contract signing, an initial 20% disbursement of the contract value shall be paid to the builder for design/mobilization/start-up and construction cost. II. All progress payments are considered partial payments towards the Total Contract Price and are not to be construed as payment for any specific portion of the work. 3 P a g e Accepted by BLUDER Accepted by OWNER(s) III. Progress payments may be received in any order or in any combination based on the actual degree of completion of one or more items. Degree of completion value shall be agreed upon between the owner and the builder. Differences of opinion shall be resolved by averaging the two values. The Degree of Completion Value presented shall be representative of the actual work completed during the period and must be fair and reasonable. IV. Qualified progress payments are due and payable within 3 days of the occurrence of each approved bank inspection. V. Minor punch list items shall not provide a justification for the Owner to withhold otherwise qualified draw payments. 13. WORK TO BE PERFORMED We propose to furnish labor and material for the following: Construct a Single Family Residence at 2412 Chase Ave. Sanford Florida 32771 14. CHANGE ORDERS using STANDARD CHANGE ORDERS Both parties recognize that during the execution of the project the possibility exists that any or all of the following may occur: A. The Owner may request the Contractor to perform some work differently than as originally planned. B. The Owner may request the Contractor to perform additional work. C. The Owner may make specific product selections. D. The Contractor may request the Owner to clarify some portion of the construction plans. Both parties agree that said requests will be detailed and conveyed between the parties via the use of a Change Order. The Change Order form shall be completed in duplicate for each such request and shall clearly state the change or extra work in narrative form, the effect (if any) on the contract price, and any other relevant information. Change Orders shall require the approval of only one Owner to be effective. The issuance of change order(s) will affect the length of contract. 15. ADDITIONAL COSTS A. All changes or other additional costs provided for herein that involve structural changes, or those resulting in changes to finish details after the original materials were ordered by the Contractor, are subject to the costs associated with implementing the change. B. All changes whose cost is specifically indicated to be calculated on a `Time and Material" Basis shall include the following: A. The actual cost of materials B. The actual costs paid to subcontractors C. Builders mark-up as applicable 16. ALLOWANCE SCHEDULE The allowances included in this contract are specified in the project proposal (attached). 4 j P a g e Accepted by BUILDER Accepted by OWNER(s) 17. UNIT COST ALLOWANCES DEFINITION: A. Unit Cost Allowances are those allowances given as a per -unit amount, i.e. per square foot, per square yard, etc. B. If the actual cost is higher than the calculated allowance amount, the Owner will pay the Builder the difference. C. If the actual cost is lower than the calculated allowance amount, the difference shall be applied first to any areas of shortfall in the estimate and the Builders targeted profit and overhead percentage. Any cost remaining shall be applied to decrease the total contract value. 18. RIGHT to STOP WORK A. If any payment under this Contract is not made when due, the Contractor may suspend work on the job until such time as all payments due have been made. B. Any failure to make payment is subject to a claim enforced against the property in accordance with applicable lien laws. 19. OVERDUE ACCOUNTS Any moneys due the Contractor under this Contract that remain unpaid for more than thirty days shall incur interest on the unpaid balance at the rate of 1.5% per month, compounded monthly, for every month it shall remain unpaid. 20. MATERIALS SELECTIONS by CONTRACTOR The Builder may select and purchase any items designated in the project proposal not selected and purchased by the Owner from any supplier or vendor of his choice. 21. MATERIALS SELECTIONS by OWNER A. The Owner may select and/or purchase any item designated in the project proposal to be selected by the Owner from any supplier of his choice. B. In the event that the Owner chooses to select such items from suppliers with whom the Contractor has an active account, the Builder will administrate any warranty situation that may arise. C. In the event that the Owner chooses to select any such items from a supplier with whom the Builder does not have an active account, the Owner shall pay the supplier for the required items directly, including order deposits, and further shall be responsible for administrating any warranty situations that may arise. 22. SUBSTITUTION of MATERIALS The Contractor may substitute structural materials and other generically described items without notice to the Owner in order to allow the work to proceed, provided that the substituted materials are of no lesser quality. 23. SUBCONTRACTORS and EMPLOYEES 5 1 P a g e Accepted by BUILDER Accepted by OWNER(s) A Agreements made by the Owner with mechanics or subcontractors on the job are specifically not recognized by the Builder. 24. CONTRACTOR'S INSURANCE The Contractor shall maintain Worker's Compensation (or qualified exemptions), and General Liability insurance policies throughout the duration of this work. 25. DELAY The Contractor shall be excused for any delay beyond his reasonable control. These delays may include but are not limited to Acts of God, labor disputes, fire, inclement weather, acts of public authority, acts of Owner, or other unforeseen contingencies. 26. WHEN COMPLETE A. The Contractor shall be entitled to receive the Final Inspection Draw when the project has received the Final Inspection from the local building official or department. B. In the event that the Contractor cannot obtain a Final Inspection or a Certificate of Occupancy or otherwise complete the project because of actions or inaction's of the Owner or subcontractors or suppliers directly hired by the Owner, the Contractor shall be entitled to receive the Final Inspection Draw when all the mechanical systems installed by the Contractor are operable and the only remaining punch list work is cosmetic (see article 12, paragraph. V)I. C. Project shall be considered complete for the purposes of any time of completion dates or other such deadlines when the Contractor has qualified for the Final Inspection Draw. 27. FINAL PUNCHUST After the payment of the Final inspection Draw, the Builder and the Owner shall jointly inspect the project with the Final Punch list, which shall include all the remaining items the Owner and the Builder agree need to be finished 28. DEFAULT by CONTRACTOR The Contractor shall be in default under this contract if he shall abandon work on the project or otherwise refuses to carry out his obligations under this contract, unless such abandonment or refusal is based upon a prior default by the Owner, which the Owner has refused to cure after notice thereof, 29. DEFAULT by OWNER The Owner shall be in default under this contract in the event they refuse to allow the Contractor to complete the performance of the work, fail to pay any amounts hereunder when due, or otherwise refuse to carry out the obligations of the Owner of this contract, unless such refusal or non-payment is based on a prior default by the Contractor which he has failed to cure after notice thereof. 30. NOTICE of DEFAULT 6 P a a Accepted b BUILDER Accepted b OWNER(s) l L_ _ P Y P Y .-. A. In the event of a default, the other party shall give the defaulting party written notice by certified mail return receipt requested or by hand delivery, said notice to detail the default. B. The defaulting party shall have ten (10) calendar days from the receipt of the notice in which to begin the curing of the default, which actions shall be continuously pursued and completed within a reasonable time in light of the nature of the default, provided however that the cure of any default shall be limited to ten (10) days from the date of the notice of the default. C. If such default is cured within the time specified, each party agrees that this contract shall remain in full force and effect and neither party may assert any claims as a result of such default. 31. REMEDIES AFTER DEFAULT In the event of default by either party, which is not cured within the time specified, the non defaulting party may seek specific performance, or declare the contract terminated and seek damages for breach of contract from the defaulting party. 32. MEDIATION A. Any dispute, controversy, claim or other matter in question between the Owner and the Contractor arising out of or related to this agreement shall be first referred for settlement by mediation in accordance with the Construction Industry Mediation Rules of the American Arbitration Association then in effect unless otherwise mutually agreed to by both parties in writing. B. Any party may invoke this dispute resolution procedure by written notice to the other party, said notice to briefly describe the dispute or disagreement. C. A mediator shall be selected by the mutual agreement of the parties and the parties will participate in the mediation on good faith to its conclusion. D. Both parties shall pay the costs of mediation, including fees and expenses, equally. 33. ARBITRATION A. Any claim not settled by mediation shall be settled by arbitration in accordance with the Construction Industry Arbitration Rules of the American Arbitration Association in effect. B. Notice of demand for arbitration shall be filed in writing with the other party to the contract and with the American Arbitration Association. C. All demands for arbitration shall be made within a reasonable time after the claim has arisen. D. No arbitration hereunder shall include by consolidation, joinder or in any other manner, any person or entity other than the Owner and the Builder, unless it is shown at the time of demand for arbitration is filed that (1) such person or entity is substantially involved in a common question of fact or law, (2) the presence of such persons or entity is required if complete relief is to be accorded in the arbitration, and (3) the interest or responsibility of such person or entity is not insubstantial. E. A party who files a notice of demand for arbitration must assert in the demand all claims then known to that party. When a party fails to include a claim through oversight, inadvertence or excusable neglect, or when a claim has matured or been acquired subsequently, the arbitrator may permit amendment, F. This agreement to arbitrate contained herein shall be specifically enforceable under applicable law in any court having jurisdiction thereof. G. The award rendered by the arbitrator shall be final, and judgment may be entered upon in accordance with applicable law in any court having jurisdiction thereof. 7 1 P a g e Accepted by BUILDER Accepted by OWNER(s) 34. CONFLICT A. In the event the parties become involved in litigation arising out of this Contract, the court shall award costs and expenses, including attorneys fees, to the party justly entitled to them. B. In any event, no party may institute a claim against the other party after one year after the completion of the project. 35. CONTRACTOR'S LIMITED WARRANTY A. The Contractor hereby guarantees all of the work performed and materials supplied by him, his subcontractors and his suppliers, for a period of ONE YEAR from the date of completion of the work. B. The Contractor does not guarantee, and shall not be required to administrate any warranty situations that may arise from, any work performed or materials supplied by the Owner or subcontractors hired by the Owner. 36. WARRANTY PERIOD COMMENCEMENT The Builders warranty period shall begin on the date of the receipt of the Final Inspection from the local Building Department. 37. WARRANTY COVERAGE This limited warranty covers the following items: a. All installations and applications of materials, devices and equipment performed by the Contractor and his subcontractors. b. All materials purchased and supplied by the Contractor and his subcontractors except as noted herein. c. The installation of consumer products only to the extent that they are installed in accordance with the manufacturer's instructions. 38. WARRANTY EXCLUSIONS This limited warranty does not cover the following: a. Damage resulting from fires, floods, storms, and electrical malfunctions from outside the home, accidents, nor acts of God. b. Damage from misuse, abuse, neglect, alteration, or accidents to the covered items, unless such acts were performed by the Contractor or his agents or subcontractors. c. Damage resulting from the Owner's failure to read or follow equipment operating instructions or damage resulting from lack of proper maintenance. d. Damage resulting from malfunctioning equipment, lines or other service delivery systems installed by any telephone, gas, electrical power, water or any other utility provider. e. Damage resulting from allowing sprinkler heads to spray onto exterior building components, including doors, windows and painted surfaces. f. Any item purchased, furnished or installed by the Owner or his agents. g. Repairs performed by anyone other than the Builder, his employees or subcontractors. h. Any work for which the Contractor elected not to charge the Owner. i. Work for which the Contractor has not been paid, including extra work orders, change orders, and other such work performed by the Contractor for which there remains an outstanding unpaid balance. 8 P a g e Accepted by BUILDER Accepted by OWNER(s) _/`' 39. PASS-THRU WARRANTIES a. The following is a partial list of products classified as "consumer products "by the Magnuson -Moss Warranty Act: b. Kitchen Appliances Lighting Fixtures Water Pump Doors & Windows Roofing Materials Plumbing Fixtures Water Meter Heating Equipment Brick Products Refrigerators Cooling Equipment Siding Products Microwave Ovens Fire Extinguisher Fire/Smoke Alarm Light Bulbs Garbage Disposal Humidifier Floor Coverings Water Heaters Security Systems c. The Contractor assigns and passes through to the Owner, and the Owner agrees to accept, the manufacturer's warranties for these items. The only warranty on these products themselves are those that the manufacturer provides to the Owner, and the Contractor's warranty on these items is limited solely to their being installed in accordance with the manufacturer's instructions. 40. MAINTENANCE by OWNER A. The Owner understands that a building requires more care and maintenance than most products because it is made of many different components, each with its own special characteristics. B. The Owner understands that the Owner has not contracted with the Contractor to perform routine maintenance. C. The Owner is responsible for performing standard routine maintenance. D. This section is intended to alert the Owner to certain types of routine maintenance that are the Owner's responsibility and that could lead to problems if neglected, including but not limited to the following: E. CAULKING: Interior caulking, specifically around bathtubs, shower stalls and ceramic file surfaces will crack somewhat after installation. Exterior caulking, especially around window frames, will shrink, as the window appears to pull away from the exterior finishes. These conditions are normal and are not considered a construction defect. Application of additional caulking is part of routine maintenance. F. A/C FILTERS: Heating, ventilating and air-conditioning systems have dust filters that need to be kept clean and changed. Failure to change filters may void the manufacturer's warranty. G. SITE GRADING: To the extent that it is included in the Builder's scope of work, the Builder has contoured and otherwise graded the lot to provide proper drainage of rainwater away from the building. It is the Owner's responsibility to maintain these grades. 41. NON -WARRANTABLE CONDITIONS Certain construction conditions are not warrantable, as follows: a) Concrete foundations, walks, drives, patios and stucco finishes can develop hairline cracks that do not affect the structural integrity of the building. These cracks are caused 9 1 P a g e Accepted by BUILDER Accepted by OWNER(s) by characteristics of expansion and contraction. No method of elimination these cracks exists, and the existence of such cracks does not constitute a construction defect. b) Lawn and Shrubs require maintenance of proper ground cover and consistent watering. Builder does not Warranty the future growth of any specific landscape plantings. Builder's warranty on landscaping is limited to replacement of landscape plantings that are observed to be diseased during the formulation of the Final Punch list. c) Drywall will sometimes develop nail pops or settlement cracks as a normal part of the drying out process. These items are considered normal maintenance and can be easily remedied by the Owner with spackling during normal redecorating. 42. WARRANTY REMEDIES a. In the event the parties cannot agree as to the validity of any alleged defect or as to the acceptable correction of any specific defect, the parties agree to the following remedies: b. In the event the Owner disagrees with the Contractor regarding the categorization of an alleged defect, or disagrees with the Contractor's repair of any defect, the Owner agrees to bring suit against the Contractor in any court of competent jurisdiction. In this event, both parties agree to participate fully in any court -ordered mediation and further agree to abide by the decision of any such court. c. In the event the Owner's complaint involves work performed by subcontractors who are separately licensed by the State of Florida, including licensed Electrical, HVAC and the Owner elects to bring suit against the Contractor for such defects and/or make formal complaints to the local Building Official and/or the Construction Industry Licensing Board, the Owner agrees in all such occasions to bring simultaneous suits and/or complaints against the specific subcontractor, including naming them as co-defendants and/or filing of additional separate complaints if necessary. d. In the event the Contractor's work or materials is judged by the court to be deficient, the Contractor shall retain the right to repair or replace the defective work or to pay reasonable sums to effect said repairs, said decision to be at the sole option of the Contractor. 43. FORCE MAJEURE The Contractor shall not be liable to the Owner for any loss, cost of damage resulting from or arising out of a delay or inability to perform this contract caused by any force majeure occurrence such as: Acts of God, declaration or war, fire, flooding, strikes, accidents or other similar events. 44. HANDWRITTEN CHANGES Handwritten changes to the printed documents that are properly initialed by both parties shall supersede all printed provisions. 45. ENTIRE AGREEMENT a) This agreement is entered into as of the day and year first written above and is executed in at least three original copies, of which one is to be delivered to the Contractor, one to the lender for use in the administration of the Contract, and the remainder to Owner. b) This Contract can be modified only by written agreement signed by both parties. WHEN SIGNED BY OWNER AND CONTRACTOR AUTHORIZED AGENT, THIS AGREEMENT WILL BECOME A LEGALLY BINDING AGREEMENT. PLEASE MAKE SURE THAT ALL PROVISIONS ARE 10 P a g e Accepted by BUILDER Accepted by OWNER(s) . READ AND UNDERSTOOD BEFORE SIGNING. IF YOU DO NOT UNDERSTAND ANY PROVISION, YOU SHOULD SEEK LEGAL ADVICE. IN AGREEMENT WHEREOF, we hereby affix our hand(s) and seal(s) this day and date written below. DATE: DATE: 16 CONTRACTOR OW `- 11 1 P a g e Accepted by BUILDER _ Accepted by OWNER(s) SCPA Parcel View: 36-19-30-524-0600-0170 Page 1 of 2 03WdJa0pW=,crA PAPPM C x..rJiv,:gr10A Parcel Information Property Record Card Parcel: 36-19-30-524-0600-0170 Owner: NUHA ENTERPRISES INC Property Address: 2412 CHASE AVE SANFORD. FL 32771 Parcel 36-19-30-524-0600-0170 Owner NUHA ENTERPRISES INC Property Address 2412 CHASE AVE SANFORD,'FL 32771 Mailing 833 E CHURCH AVE LONGWOOD, FL 32750- Subdivision Name DREAMWOLD 3RD SEC Tax District S1-SANFORD DOR Use Code 00-VACANT RESIDENTIAL Exemptions Value Summary 2017 Working 2016 Certified Values Values Valuation Method Cost/Market Cost/Market Number of Buildings 0 0 Depreciated Bldg Value Depreciated EXFT Value Land Value (Market) 10,462 10,462 Land Value Ag Just/Market Value'* 10,462 10,462 Portability Adj Save Our Homes Adj 0 0 Amendment 1 Adj 0 0 P&G Adj 0 0 Assessed Value 10,462 10,462 Tax Amount without SOH: $209.71 2016 Tax Bill Amount $209.71 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOT 17 BLK 6 3RD SEC DREAMWOLD PB4PG70 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value SJWM(Saint Johns Water Management) 10,462 0 10,462 County Bonds 10,462 0 10,462 County General Fund a... 10,462 0 10,462 Schools 10,462 0 10,462 City Sanford 10,462 0 10,462 Sales Description Date Book Page Amount Qualified Vac/Imp WARRANTY DEED 9/1/2016 08777 1029 20,000 ' No Vacant QUIT CLAIM DEED 3/11/1996—03051 0200 10,000 No Vacant WARRANTY DEED WARRANTY DEED 9/1/1988 _ 6/1/1984 01999 01558 1140 1142 12,500 1 Yes 100E NoVacant Vacant Find Comparable Sale Land r Frontage Depth TUnits 1 Units Price Land Value Method — FRONT FOOT & DEPTH _ 61.00 136.00 1 0 1 $175.00 $10,462 Building Information Permits Permit # Description Agency Amount CO Date Permit Date http:// parceldetail.scpafl.org/ParcelDetailInfo.aspx?PID=36193052406000170 3/6/2017 CITY OF SANFORD SCHEDULE C: AREA AND DIMENSION REGULATIONS ZONING DISTRICT MAP SYMBOL AREA AND DIMENSION UNIT RMEASURE RESIDENTIAL RES/OF COMMERCIAL INDUSTRIAL AGR REGULATIONS SR-1AA SR -IA SR-4 SR-2 MR-1 MR-2 MR-3 RIVIOI RC-1 GC-2 SC-3 RI-1 MI-2 A Min. Parcel Area Required 10,000 7,500 6,000 43,560 10,000 10,000 10,000_-. 10,000 10,000 10,000 None Sq. Feet10,000 10,000 43,560 2) Minimum Parcel Frontage on a Street 20 20 20 100 35 35 35 35 35 35 None 35 35 20, Feet Min. Parcel Width at 85 70 60 100 100 100 100 75 75 None 75 75 100 Feet Building Line 3) Min. Front Yard Requirement 25 25 25 3) 30 30 30 30 25 25 None 25 25 35 2) Feet Min. Side Yard Requirement 10 10 7.5 3) 20 20 20 20 10 20 None 15 15 20 Feet Min. Rear Yard Requirement 20 20 20.. 3) 20 20 20 20 20 20 None 20 20 35 2) Feet Open Space 50 50 50 50 50 50 50 30 25 25 None 20 20 None of Parcel Area Maximum Building 35 35 35 35 35 35 35 50 35 50 100 50 50 35 Feet Height 3) 3) 3) Floor Area Ratio NA NA NA NA NA NA NA 35 35 35 2.0 50 50 NA Floor Area/ Lot Size Minimum Living Area One Family Two Family 1,500 1,200 700 700 700 700 700 700 700 700 Sq. Feet Sq. Feet Accessory Rear Building Setback 4 1) 4 1) 4 1) 4 1) 4 1) 4 1) 4 1) 4 1) 4 1) None 4 1) 4 1) 4 1) Feet Land Use Capability See Schedule J — Landscape, Buffer and Tree Protection Requirements Planned Development See Schedule D — Planned Development Project Regulations Project Requirements 1) Accessory buildings are not permitted in required front yards or required side yards when such side yard abuts a street. Also, in addition to a building setback of four (4) feet, all accessory buildings which are greater than 15 feet in height shall be set back an additional one (1) foot from the side and rear parcel line for each foot or fractional portion thereof, of height over 15 feet. 2) Except for one -family dwellings, all other uses shall have a minimum required parcel area of five (5) acres, minimum required front yard of 100 feet, minimum required side yard of 50 feet and a minimum required rear yard of 100 feet 3) Building heights may be increased pursuant to Schedule. E, section 16.0, D. 4. Ord. No. 4337 C-1 03/23/2015 SECTION 2.0 BASE BUILDING LINE A. Base building lines are hereby established for the- streets listed below. B. All base building line requirements and distances shall be measured from the centerline of the existing or proposed street right-of-way unless otherwise provided for by these land development regulations. Where a base building line requirement differs with a minimum front yard requirement of these regulations for a particular use, the greater of the two (2) requirements shall prevail. C. The entire area between the existing street right-of-way line and the base building line shall be deemed a front yard and shall be unoccupied and unobstructed by a portion of the principal building from the finished grade to the sky, or below the finished grade, except where such occupancy, obstruction or encroachment is specifically permitted by these land development regulations. SECTION 2.1 DESIGNATED RIGHT-OF-WAY LINES Designated right-of-way lines are hereby established for the streets specifically listed below. The purpose of the designated right-of-way lines shall be to reserve sufficient space for the future circulation of vehicular traffic and to reduce the undesirable and adverse impact of noise, congestion and related safety hazards associated with the intensified use of land resulting from new growth and development. All designated street right-of-way lines shall be located and measured from the centerline of the existing or proposed street right-of-way. ALL DISTANCES AND LOCATIONS SHALL BE MEASURED FROM THIS SCHEDULE SHALL BE APPLICABLE TO PORTION(S) OF STREET CENTERLINE OF EXISTING LOCATED IN CITY OF SANFORD OR PROPOSED RIGHT-OF-WAY(') BASE BUILDING DESIGNATED NO. NAME FROM TO LINE R-O-W LINE REQUIRED Feet) Feet) 1. Eastern Beltway (SR 417) I-4 Lake Jessup 3) Existing 2. U.S. 17-92 (Orlando Drive) CR 427 Lake Mary Boulevard 140 Existing 3. U.S. 17-92 (Orlando Drive) Lake Mary Boulevard Airport Boulevard 140 Existing 4. U.S. 17-92 (Orlando Drive) Airport Boulevard Park Drive 100 . Existing 5. U.S. 17-92 (French Avenue) Park Drive 1-4 2) Existing 6. SR 46 West I-4 Persimmon Avenue 175 Existing 7. SR 46 West Persimmon Avenue U.S. 17-92 3) Existing Ord. No. 4337 C-2 03/23/2015 NO. NAME FROM TO BASE BUILDING LINE REQUIRED Feet) DESIGNATED R-O-W LINE Feet) 8. SR 46 East U.S. 17-92 Mellonville Avenue 75 Existing 9. SR 46 East Mellonville Avenue SR 415 100 Existing 10. CR 46A 1-4 U.S. 17-92 85 60 II. CR 427 Sanford Avenue U.S.17-92 85 60 12. CR 415 (13th Street) French Avenue Mellonville Avenue 2) .' 40 13. CR 415 (13th Street) Mellonville Avenue Brisson Avenue 75 50 14. Sanford Avenue Seminole Boulevard SR 46 2) Existing 15. CR 425 (Sanford Avenue) SR 46 East (25th. Street) CR 427 2) 60 16. CR 425 (Sanford Avenue) CR 427 Lake Jessup 85 60 17. Historic Goldsboro Boulevard Southwest Road U.S. 17-92 2) Existing 18. 27th Street (CR 427A) U.S. 17-92 Sanford Avenue 2) 50 19. Airport Boulevard SR 46 West (1 st Street) Country Club Road 110 60 20. Airport Boulevard Country Club Road U.S. 17-92 110 60 21. Airport Boulevard U.S. 17-92 Sanford Avenue 110 60 22. Airport Boulevard Sanford Avenue Mellonville Avenue 75 50 23. Beardall Avenue Kentucky Avenue CR 415 (Celery Avenue) 90 40 24. Brisson Avenue CR 415 (13th Street) SR 46 90 40 25. Central Park Drive Upsala Road SR 46 2) Existing 26. Country Club Road CR 46A Rantoul Lane 75 50 27. Country Club Road CR 46A Hardy Avenue 60 35 28. Country Club Drive Hardy Avenue 20th Street 2) Existing 29. Florida Avenue Georgia Avenue U.S. 17-92 2) Existing 30. Georgia Avenue Florida Avenue CR 46A 2) Existing 31. Hidden Lake Drive Airport Boulevard Lake Mary Boulevard 2) Existing 32. Jewett Lane Airport Boulevard Jerry Avenue 80 30 Ord. No. 4337 C-3 03/23/2015 NO. NAME FROM TO BASE BUILDING LINE REQUIRED Feet) DESIGNATED R-O-W LINE Feet) 33. Lake Mary Boulevard Country Club Road Sanford Avenue 130 60 34. Lake Mary Boulevard Sanford Avenue Ohio Avenue 100 50 35. Live Oak Boulevard Airport Boulevard 100' South of Wax Myrtle Drive 80 30 36. Live Oak Boulevard Lake Mary Boulevard 100' South of Wax Myrtle Drive 85 35 37. Mangoustine Avenue U.S.17-92 (Seminole Blvd) 1st Street 2) Existing 38. Marquette Avenue Ohio Avenue Beardall Avenue 90 40 39. McCracken Road Airport Boulevard Persimmon Avenue 65 40 40. Mellonville Avenue Seminole Boulevard SR 46 East 2) Existing 41. Mellonville Avenue Airport Boulevard Lake Mary Boulevard 90 40 42. Ohio Avenue Onora Road Lake Mary Boulevard 2) 40 43. Old Lake Mary Road Southwest Road CR 46A 60 35 44. Old Lake Mary Road CR 46A Country Club Road 75 50 45. Onora Street Mellonville Road Ohio Avenue 90 40 46. Oregon Avenue CR 46A Rinehart Road 100 50 47. Oregon Avenue Rinehart Road SR 46 120 48. Park Avenue Seminole Boulevard CR 415 (13 Street) 2) Existing 49. Park Avenue and Park Drive CR 415 (13th Street) U.S. 17-92 2) Existing 50. Persimmon Avenue CR 415 (Historic Goldsboro Blvd) West 8th Street 50 Existing 51. Persimmon Avenue West 8th Street SR 46/West (First Street) 65 Existing 52. Pine Way Sanford Avenue Sipes Avenue 90 40 53. Rinehart Road CR 46A SR 46 120 70 54. Seminole Boulevard French Avenue Mellonville Avenue Existing 55. Southwest Road Country Club Road 13th Street 60 35 56. Terwilliger Lane SR 46 West (First Street) U.S. 17-92 (Seminole Blvd) 55 30 57. Upsala Road SR 46 West SR 46A 75 50 NOTES: 1) Except as noted. 2) The Base Building Line shall be twenty-five (25) feet as measured from the right-of-way line. 3) The Base Building Line shall be fifty (50) feet as measured from the right-of-way line. Ord. No. 4337 C-4 03/23/2015 SECTION 3.0 SPECIAL LAKE MONROE BUILDING SETBACKS Structures that abut U.S. Highway 17 & 92 and/or Seminole Boulevard — excluding those areas that are East of French Avenue (U.S. Highway 17 & 92) — where those streets are adjacent to Lake Monroe shall comply with the following requirements: A. The lakeside parcel line shall be that boundary line of any parcel that abuts the southerly right-of-way line of U.S. Highway 17 & 92 and/or Seminole Boulevard where the north side of such streets abut Lake Monroe and/or the sea wall adjacent to Lake Monroe. The minimum building setback from the lakeside parcel line shall be 35 feet. At least 75 percent of the parcel area located within the minimum lakeside building setback shall be maintained as open space other than that provided in vehicular circulation and off- street parking area. B. The relationship between the maximum building height and the maximum building area for all parcel area within 100 feet of the lakeside parcel line shall be as follows: Maximum Building Height In Feet Up to 35 36 - 50 51 - 65 66 - 80 81 - 95 96 or more Ord. No. 4337 C-5 03/23/2015 Maximum Building Area M of Parcel Area) 25 20 15 10 5 0 City of Sanford l Residential (New Construction) Permit Application Guidelines All permit application packages must be complete prior to acceptance. You must check each box to the left or indicate n/a on this submittal. A complete application package shall include the following: APPLICATION AND SUBMITTAL REQUIREMENTS Building Permit Application completed, signed and notarized. q Copy of a contract, signed by the contractor and the property owner, indicating the documented J construction value P1 Application must include correct address and complete parcel I.D. number. Contractor information is required to be included on the permit application (if contractor is applicant). Applicant must include the name of the designated plan review contact person, their phone number and either a fax number or email address on the Building Permit Application fonn. f Copy of the contractor's license issued by the State of Florida (if contractor is applicant). 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. 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). rn// Completed and signed Owner Builder Statement / Affidavit (if owner is applicant). Approval letter from sanitary sewer provider (if other than the City of Sanford). C Copy of the onsite sewage disposal system construction permit issued by Seminole County Health Department (if applicable). Seminole County Impact Fee Statement (multi -family only). Two (2) sets signed and sealed building construction plans. Two (2) signed and sealed site / plot plans. Two (2) sets signed and sealed floor and roof truss engineering. Two (2) copies of completed and signed Sanford Product Approval Specification Form. can be found onn our website www.sanfordfl.gov under `Building Permits", then "Forms") When listing products, please provide only the exact products that will be installed. Generic packages will not be accepted. C( 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. Two (2) copies of completed energy calculations. Energy calculations and EPL card must be filled out j and signed by all required parties and indicate City of Sanford as the Jurisdiction. Two (2) copies of equipment sizing calculations. p Two (2) copies Plumbing drain, waste and vent riser diagram Please see the following pages for construction document submittal guidelines ** Revised: October 2015 Page 1 of 6 Residential Permit Application Checklist THE CONSTRUCTION DOCUMENTS MUST INCLUDE, AT A MINIMUM, THE FOLLOWING: SI E PLAN / PLOT PLAN Lot number CG7 Address / Legal Description CY Setback lines from principle structure and any accessory structures to property boundary (minimum of eight; two on each side) V / Primary building setback lines/envelope Cam/ Location of any fencing that is currently installed on the property, as applicable. A/C unit locations with setback from property line C Gas tank or appliance location with setback from property line and distance from house. Specify size and whether in -ground or above ground. Driveway location with dimensions. Please indicate if existing or proposed. C/ Survey type 15 Existing easements: drainage, utility, etc. Building separations, if applicable Location of septic systems Flood zone reflecting current FEMA map revision date Lot grading type (A,B,C, etc.) Elevations showing crown of the adjacent street or right-of-way upon which the structure fronts (for type A and B lots) Lot corner elevations and break point elevations Drainage swales (if applicable) with profile view u Proposed finished floor elevation BUILDING PLAN Construction documents shall indicate code edition being applied 1!5-' Construction type Plans to minimum 1/4 " scale Designer information: name, address, registration #, seal and signature on all signed/sealed pages Page size minimum 22" x 34" All pages numbered and labeled C Wind design data required on drawings per FBC 1603.1.4 to meet 139 mph ultimate design wind speed for risk category II buildings (residential) 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 For additions, alterations and renovations - please indicate the portions of the home that are existing and proposed, as applicable. This includes any structural/non-structural elements, electric, mechanical, plumbing, concrete slabs, and any other relevant details. Revised: October 2015 Page 2 of 6 Residential Permit Application Checklist FLOOR PLAN fj Building area tabulation CLY Room size Corridors L?"' Stair location/guardrails 91"" Safety glass locations Ek Egress door and emergency escape windows sizes and location Stairs construction requirements 1' Special column/post anchorage f Interior load bearing wall locations Shear walls j Down cells Lintel schedule Attic access location and size G7z Accessibility restroom (door) location Fire resistant assemblies Identify options to be used FOUNDATION / SLAB Filled cells with reinforcement locations C3' Footer denotation/details Footers minimum 12" below grade Interior bearing walls/pads Porch pads/footers Cam/ Brick ledge detail C Slab thickness/steel/fiber mesh Vapor barrier/termite treatment type C Reinforcing steel over lap q/ ' Relieving arch steel at pipe penetrations All wood minimum 6" above grade C/j Crawl space ventilation Termite shields Stem wall foundation may be required for setbacks less than 10 feet, as deemed necessary by Planning Zoning. To verify if this is required, please contact the Planning & Zoning Division. ELECTRICAL Service riser diagram CV/ Electrical load calculations Cam// Bonding/Grounding to foundation steel Cam/ Service location VC Panel locations Receptacle lay out Cam/ GFCI protection AFCI protection C Tamper resistant outlets q/ Ceiling fans lz// Outdoor receptacles C?// Disconnecting means E'l Switches/lights Smoke/CO alarm locations hard wired, interconnected and battery backup Revised: October 2015 Page 3 of 6 Residential Permit Application Checklist ELEVATION (front, rear and side views) Attic ventilation Roof pitch Roofing material Exterior finish/stucco thickness q Height/bearing elevations Window and door opening locations Chimney location/height ME12HANICAL Equipment location Anchorage for condenser, engineered to meet wind loads Protection in garage locations Clearances at equipment Structural detail for air handler in attic Room ventilation Duct layout (usually in energy calculations) R-value of ducts CFM's Balanced retumJducted, transfer ducts or grilles 5' Exhaust Bath exhausts size and termination Dryer exhaust discharge/make up air Energy calculations with equipment sizing calculations Y Skylights PL MBING Plumbing waste riser diagram Water heater location Y Fixture location FUJM GAS BTUs each outlet and total BTUs NI/ Pipe type and total length C LP regulator and model type Combustion air vents Location of equipment Venting C Gas Type Gas Pressure Gas piping riser ROOF TRUSS LAY OUT Truss I. D. #s Layout, required on plans and a copy included with truss package Signed/Sealed truss engineering package U/' Strapping/fasteners/truss tie -downs DETAIL SHEETS OR NOTES ES / Footings U/ Beam to wall and/or post attachments Post/column and beam construction Interior bearing walls Revised: October 2015 Page 4 of 6 Residential Permit Application Checklist 5 Stairs section E" Chimney construction Dormer construction Floor framing Entry construction B' Arched windows Bay windows Frame to block connections Knee wall construction Sky light framing Top plate splicing requirements Steel requirements (footer, lintel, vertical pour) Grade Over lap Veneer Shear wall locations and construction Connectors Fasteners Roof sheathing & diaphragms Fasteners a Blocking Wall and gable sheathing fastening X Gable end, frame and block, vaulted and flat Conventionally framed roof members j Glass block Header schedule, including strapping/anchorage and frame supports (bearing walls) I Bearing/non-bearing wall detail e' Typical wall section detail, one and two story, block and frame, for all scenarios Connectors e Anchorage bolts Materials and assembly Garage and swing door buck fastening Ceiling diaphragms Blocking Any conventional framing Revised. October 2015 Page 5 of 6 Residential Permit Application Checklist Roofing installation instructions & compliance with ASTM standards Window and mullion installation instructions GY Garage door, sliding glass door and swing door installation instructions Siding installation instructions CC I Soffit installation instructions Glass block installation instructions Engineered lumber products installation instructions PRODUCT APPROVAL Completed Sanford Product Approval specification sheet lJ Florida Product Approval can be located at www.floridabuilding_org. Product Approval must be approved under the current code edition FS 553.842, FAC 61 G20-3 Product Approval and manujacturer installation instructions must be specific for the home being built. Generic packages including multiple items that are not part of the specific project will not be accepted. These guidelines were compiled to assist the applicant in preparing a residential permit application submittal and may not be complete. The applicant is required to meet all city of Sanford, state, and federal requirements. Revised: October 2015 Page 6 of 6 Residential Permit Application Checklist THIS INS Ru ti T PREPARED BY: Name: CREWPRO,INC. Address: 6439 JOHN ALDEN WAY ORLANDO FLORIDA 32818 NOTICE OF COMMENCEMENT Permit Number: IT- ILu Parcel ID Number: 36-19-30-524-0600-0170 GR` tI'd`i I"IrtLi:'r 4_I°I:4hdial...l: r:n(Jl,.li,(: CL. E4t4; C)F G1:4(_LfT. i 'i' C: LE W 6 2017019256 . C: f.)FiC: ?:hdCi 4-c::'i J LU 1.. r v ..ffl The undersigned hereby gives notice that. improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the followinginformationisprovidedinthis. Notice of Commencement. 1. DESCRIPTION OF PROPERTY:.(Legai description of the property and street address if available) LOT 17 BLK 6 3RD SEC ;DREAMWOLD'PB 4 PG 70 2412 CHASE AVE SANFORD. FL 32771 2.. GENERAL DESCRIPTION OF IMPROVEMENT: BUILD A SINGLE FAMILY HOME 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: NUHA ENTERPRISES INC 833 E CHURCH AVE 'LONGWOOD .FL 32750- Interest in property: OWNER Fee Simple Title Holder (if other than owner listed above), Name: Address:. 4. CONTRACTOR: Name: CREWPRO,INC• Phone Number: 407-692-0765 Address: 6439 JOHN ALDEN WAY ORLANDO FLORIDA 32818 5. SURETY (If applicable, a copy of the payment bond is attached): Name: Address: Amount of Bond: 6. LENDER: Name: Phone Number: Address: 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name: . Phone Number: 8. In addition, Owner desibnates of to receive a copy: of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: 9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 7U.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 YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. an. or or or Lessee, or Ovmur's IL L0669eI. Prii Name and Provide Signatory's THIclOffico) Aulho zed Olficeroclor/PadnerdNanagor) State of f" 10 / " County of 1-10 le ram. The foregoing instrument was acknowledged before me this day of !' T%_ .20 H r% N by ( u %/ k- Who Is personally known to me OR Name of person making slaloment who has produced identification F},"type.of identification produced: f A)f'i4- OTARy'L Aj tv1O c 1 Notary SignatureMyComm. Expires P '' Mar. 3, 2019 RPp yp ' 1 b v Comm. # FF205304 SCPA Parcel View: 36-19-30-524-0600-0170 Page 1 of 2 Property Record Card CAM Parcel: 36-19-30-524-0600-0170 Owner: NUHA ENTERPRISES INC Property Address: 2412 CHASE AVE SANFORD, FL 32771 Parcel Information Value Summary Parcel 36-19-30-524-0600-0170 Owner NUHA ENTERPRISES INC Property Address 2412 CHASE AVE SANFORD, FL 32771 Mailing 833 E CHURCH AVE LONGWOOD, FL 32750- Subdivision Name DREAMWOLD 3RD SEC Tax District Sl-SANFORD DOR Use Code 00-VACANT RESIDENTIAL Exemptions Legal Description LOT 17 BLK 6 3RD SEC DREAMWOLD PB 4 PG 70 Taxes 2017 Working 21016 Certified Values Values Valuation Method Cost/Market 1 Cost/Market Number of Buildings i 0 0 Depreciated Bid g Value Depreciated EXFT Value Land Value (Market) i $10,462 10,462 Land Value Ag Just/Market Value 10,462 i $10,462 Portability Adj Save Our Homes Adj o 0 Amendment 1 Adj 0 o P&G Adj 0 0 Assessed Value 1$10,462 10,462 Tax Amount without SOH: $209.71 2016 Tax Bill Amount $209.71 Tax Estimator Save Our Homes Savings: $0.00 fi Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value SJWM(Saint Johns Water Management) 10,462 0 10,462 County Bonds 10,462 0 10,462 County General Fund 10,462 0 10,462 Schools 10,462 0 10462 City Sanford 10,462 0 10,462 i FIRONT it. Units n Price Land ValueJroniage, Depth0FOOT & DEPTH 61.00 136.00 $175.00 $10,462 Building Information http://parceldetail.scpafl.org/ParcefDetaillnfo.aspx?PID=36193052406000170 2/22/2017 iPw City of Sanford Planning and Development Services-- 187Engineering Floodplain Management Flood Zone Determination Request Form Name: Dannyl Culbreth . Firm: CREWPro, Inc Address: 6439 Alden Way City: Orlando State: FL Zip Code: 32818 Phone: 407.692.0765 Fax. 407.442.0756 Email: crewcontractors@yahoo.com Property Address: 2412 Chase Avenue Property Owner: Noha Enterprises, Inc. Parcel identification Number: 36-19-30-524-0600-0170 Phone Number: Email: The reason for the flood plain determination is: MCI New structure Existing Structure (pre-2007 FIRM adoption) Expansion/ Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0070 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the:. X floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone `A', the best available information used to determine the base flood elevation is: BP# 17-620 Reviewed by: Michael Cash, CFM Date: March 29, 2017 iJ All ff 1 F: rt i - Aug CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 1-7-(0_z) Documented Construction Value: $ 3 O 4 D, d d Job Address: I Ch l}',- fl'V 'i Historic District: Yes No;5 Parcel ID: Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: :7AAt ,y i (1-4. dlL„ 1 C,1•-.i S f l?-- Plan Review. Contact Person: Phone: Fax: Email: Property Owner Information Name Street: City, StateZip: Phone: Title: Resident of property? : actor Information Name I N, V !2 e__- J I-m a Phone: * 77"t I j a7 923 Street: 2- ,^ cf— Fax: City, State Zip: P - -3 State License No.: EC (3 00 L4I 0 Architect/Engineer Information Name: Street: Phone: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: 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. 1 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 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 execute d'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. 3 R Signature of Owner/Agent Date Aignature of Contractor/Agent Date nn Print Owner/Agent's Name VPrintContractor/Agent's Name Signature of Notary -State of Florida Date MY COMMISSION C FF 956284 EXPIRES: March 23, 2020 Bonded Thru Notary Public Underwriters Owner/ Agent is Personally Known to Me or Contractor/Agent is = Personally:Known to Me or Produced ID Type of ID Produced ID n% 'Type of ID — BELOW IS FOR OFFICE USE ONLY Permits Required: Building Construction Type: Total Sq Ft of Bldg: Electrical Mechanical Occupancy Use: _ Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Plumbing[] Gas Roof Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application FI VVER, OF TTOP l`1 E-Y Date hereby name and 2ppoL"1 Ito Of be my lavaffil at<on-iey. in :fact to act for me aiid a-0-ply to he CAI- I04 5"fj Building Depetment for the i'a oei its or "work To be perfo-rned at a location described as- Section T ov%mshiu Mange at BIcc?c Subdi vision Olmner of rrop Wry and Address) And to sign my nanie wid do L'I things necessa=y LQ it-,s zu'poil] eni. r zz Type or print nairme of register or e,%isied Contactor and Contactor License iquinber. S; , aloe Or Registered or Ce-ihuedContactor The Foregoing i_nstrwnent was acicaic-vvIedged bet re rr_c this clay o ff r&ftf20-1-7'`-- By Who is personally 1 Zornto me -who produced /:!:-:/e• ,l L As identification and did not take oar~. Stwic of Flodda f: ol nt'y Not4y Public, Orange Country Florid -a 1 Y TRACY L. HUGHLEY o NOTARY PUBLIC ce -+ STATE OF FLORIDA Comm# FF190122 1 Expires W 512019 4 UILDING CITY OF SANFORD FIRE PREVENTION PERMIT APPLICATION ko 1 ' 'v. l t l t I Application No: s ; Documented Construction Value: $ t: f I 1 ! . I` 'r. l l i .i i l,Y..... i / illlobAddress: ,:- ,., ` ; :. ! .r. > v < ; ; 4 '- Historic District: Yes No Parcel ID:. )fits J f%=t +; C.)1 Residential ,Commercial El Type of Work: New• Addition Alteration Repair Demo Change of Use Move Description of Work: Plan Review Contact Person %`r > t ;? a= .it - Title ! t (`t^ 1Phone. 1 . Fax: ..... t r Email ; r 4 , G. Property Owner Information t y Name [, Phone. Street: Resident of property? City, State Zip: Contractor Information 4. Name ..- 0 4' [ }, t Phone: `. Street: t k t , P .., . Fax: 1 ' f , State License No.: FCitStateZi ? ; ' l i ( E: n,,' y, p:., Name: Street: City, St, Zip: Bonding Company: Address: Arch itectlEngi neer Information Phone: Fax: E-mail: Mortgage Lender: 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: 511' 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 OwnerlAgent 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 6 iignature of Coutractor/Agent Date l.%t,a 1 M\! j Print Contractor/Agent's Name Ji: 1 a 'd U' ! F ""A fi4 it . ignature of Notary -State of Florida U Date o1 Y Pue o BRITTANY NICHOLE BURGER MY COMMISSION # FF 975M N„ o` EXPIRES: Match 24, = OFfLBondodIbm0Vddr%N0Wy8WIm Contractor/ Agent is Personally Known to Me or Produced ID Type of 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 Sprinlder Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: 1_ I1 Revised: June 30, 2015 Permit Application Scott Randolph, Tax Collector Local Business Tax Receipt Orange County, Florida This local business tax receipt is in addition to and not in lieu of any other tax required by law or municipal ordinance. Businesses are subject to regulation of zoning, health and other lawful authorities. This receipt is valid from October 1 through September 30 of receipt year. Delinquent penalty Is added October 1. 2017 EXPIRES 9/30/2018 1804-0962458 1804 HARV MECHANICAL $30.00 10 EMPLOYEE TOTAL TAX $30.00 MILLS LEON W PREVIOUSLY PAID $30.00 TOTAL DUE $0.00 6500 FOREST CITY RD U - ORLANDO, 32825 MILLS LEON W 6502 FOREST CITY RD ORLANDO FL 32810-4324 This receipt is official when validated by the Tax Collector. N BOUNDARY AND FOR-MBOARD SURVEY PROPERTY DESCRIPTION: LOT 17, BLOCK 6, 3RD SECTION DREAMWORLD, ACCORDING TO THE PLAT a THEREOF AS RECORDED IN PLAT BOOK 4, PAGE 70, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. W E' s GRAPHIC SCALE 0 15 30 LOT 16 LOT 5 BLOCK 6 BLOCK 6 I n- FOUND 5 O LRNOI.D. N89'30'32"W 135.70'(P) 136.26'(M) 12 ID o NO IIDP. wM 19.0' 6 2} CL ASSDIAED ELEVATION ro En 0 Tn9 54.5' 25.6' N 0 00I O W a O J LOT 17 s t^ ITl BLOCK 6 A FORMBOARDS n ^ 2412 m A LOT 4 BLOCK 6 O 0 f I S6 48.9 S89'30'29"E 135.70'(P) 136.13' (M) Ai IRONNOI.D. 0 CD COO O O LOT 18 0 0 LOT 3 BLOCK 6 w BLOCK 6 NOT INCLUDED) 0 LOT 2 BLOCK 6 I i a S89°30'25"E 135.70'(P) 136.01'(M) LOT 19 BLOCK 6 LOT 20 BLOCK 6 LE'GE'ND. BB = BEARING BASIS - C - CALCULATED D = DESCRIBED C.M, = CONCRETE MONUMENT d/b/a — DOING BUSINESS AS CNA = CORNER NO7 ACCESSIBLE D.E. = DRAINAGE EASEMENT CONIC. = CONCRETE D.U.E. = DRAINAGE & UTILITY EASEMENT COv. = COVERED EOP = EDGE OF PAVEMENT EOW = EDGE OF WATER ASPHALT = BRICK F = FIELD FF ELEV = FINISHED FLOOR ELEVATION I.D. IDENTIFICATION CONCRETE = PAVERS I.R. = IRON ROD LP. = IRON PIPE LS = LAND SURVEYORLINEBREAKLB = LAND SURVEYING BUSINESS CENTERLINE M = MEASURED 0' BSL = RIGHT—OF—WAY LINE O.R. = OFFICIAL RECORDS BUILDING SETBACK LINE P = PLAT PVC —VINYL FENCE/VF UTILITY POLEx—— o—o——c o WOOD FENCE/WF CHAIN LINK FENCE/CLF SET 1/2" LR. & CAP LB /J7020 EHU = OVERHEAD UTILITY LINES FOUND PROPERTY CORNER 0 = FOUND CONCRETE MONUMENT WELL d 0 = UTILITY RISER FLOOD ZONE INFORMATION: MAP NUMBER'. 12, 1:7C 0070 F GAS METER :0 = LIGHT POLE DATE: 09/28/07 GUYWIRE ZONE: X wM FIRE HYDRANT CD = WATER METER YO CERTIFIED T0; NUHA ENTERPRISES INC, ADDRESS: 2412--5TCHASE""AVENUE`" SANFORD, FLORIDA 32771 Bradley Cox & Associates JOB # BCA20085 DRAWN BY: RO CHECKED BY: BC Land Surveyingk--SA FIELD BY: JB FIELD DATE:) 08/02/1 7 405 W. 25th Street- REVISIONS'. anford, Florida 32771 Phone (407) 323-9202 Fax (40.7) 324-9661 W WW.BFADLEYCOXSURVEYING.COM. T o0o o F1i FOUND _ NO I.D. AO O r o FOUND 5/8"I.R. & CAP ILLEGIBLE BLOCK CORNER SE CORNER LOT 20. BLOCK 6 PRM = PERMANENT REFERENCE MONUMENT PS = PROFESSIONAL SURVEYOR & MAPPER R/W. = RIGHT OF WAY S/W = SIDEWALK ' TYR) = TYPICAL U.E. = UTILITY 'ASEMENT WM = WATER METER WPP = WOOD POWER .POLL_ NOTES: 1:. THIS SURVEY ISBASEDON THE LEGAL DESCRIPTION AS PROVIDED BY THE CLIENT., 2: THIS SURVEYOR 'HAS NOTABSTRACTEDTHE LAND SHOWN HEREON FOR EASEMENTS, RIGHTS OF WAY OR RESTRICTIONS OF RECORD WHICH MAY AFFECT THE. TITLE OR USE OF THE LAND. 3: DO NOT RECONSTRUCT PROPERTY LINES FROM INTERIOR IMPROVEMENTS. (BUILDINGS, FENCES ETC...) 4: NO FOOTINGS OR OVERHANGS HAVE BEEN LOCATED' EXCEPT AS SHOWN. 5: NO UNDERGROUND IMPROVEMENTS OR UTILITIES HAVE BEEN LOCATED EXCEPT AS SHOWN. 6. NO WETLANDS AND/OR OTHER NATURAL FEATURES HAVE BEEN LOCATED EXCEPT AS SHOWN, 7. THIS SURVEY SHALL NOT BE USED FOR DESIGN )R CONSTRUCTION WITH OUT PRIOR WRITTEN AUTHORIZATION FROM THE SIGNING SURVEYOR. 8: THIS SURVEY IS NOT VALID WITHOUT THE SIGN,, 'URE AND THE ORIGINAL RAISED SEAL OF 'A FLORIDA LICI=NSED SURVEYOR AND MAPPER. I HEREBY CERTIFY THAT THE SURVEY OF THEHEREONDESCRIBED PROPERTY WAS PREPARED UNDER MY DIRECT SUPERVISION AND MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLURIDA BOARD OF PROFESSIONAL SURVVPRS AND MAPPERS IN CHc.'?ER 5J-17, FLORIDA PURSUANT 10 CHA1;-Sl 472. FLORIDA STATUT ADMIINISTR,/ ODE, 08/0 °',/ 1 7 BRADLEY O. d> C, SM '#5567 (DATE) CERTIFICATE OF AUT RIZATION LB #7020 Revision Response to Comments 0 Permit # 7 (o ,o 71- fl 3,, 7 L 2017 L a BY -- Project Address: 61, V N-0 Contact: Ph: 14 0-7- U7 2 - 0 '7 Email: Trades encompassed in revision: Building Plumbing El Electrical Mechanical El Life Safety El Waste Water Department 0 Utilities El Waste Water El Planning El Engineering 1:1 Fire Prevention 1:1 Building Submittal Date I -.A- 10-1 A VV Fax: City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov General description of revision: lu &Aki ac Nq J %,Sul, ROUTING INFORMATION Approvals SF -7-2o-17 Revision Response to Comments ; r"' JUL 2 5 BY Permit # 7 6 w Project Address: ; LO- B Contact: C- ep-0 Y Yl L-Y -5 Ph: 9- 6 72 15 Fax: Email: cfgdjCorho' 40-)-s a ,q ko-b, cem , Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Submittal Date 7 1,4(7 l S a,, ,, V 7-, General description of revision: v t /)-. ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention 11 Building '5f 7. 246 • t 7