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804 E 8 St 17-2579; WINDOW DOOR AND PLUMBING
CITY OF SANFORD BUILDING & FIRE PREVENTION i PERMIT APPLICATION r._.. —Application No • J Documented Construction Value: $ 3 ( Job Address: Historic District: Yes No Parcel ID: Lj` q'3©- G - Q ol0 - `©Q Residential Commercial Type of Work: New Addition \ Alteration N1 Repair 13 Demo Change of Use ElMove Description of Work: , n1G CCU Q>'n\tom. 116 -7.2.0 Lxc C (` ( 11t Plan Review Contact Person: v Title: CQX-A- 44Phone: Fax: ti ( Email: 1Lt\[r1Cj RlCIIORS .COM T- Property Owner Information Name l reknc_s LZ2 1 1-zoom XuAo SQn Q.s Phone: '2 7 1-& 1 !i S I Street: 14 Lb% CC-0 S.SAon V--ic. C..'C Resident of property? : b City, State Zip: ©IAG yJ ''JZ 2L Contractor Information Name E` ILl v1 , G-C, l Phone: ___ 1 6 ;(zk CO Street: 7.` d CJl ` Fax: (' LJ n qq, City, State Zip: r, (h, U j2 $O j State License No.: QSC `51G &2,3 Architect/Engineer Information Name: 1 C NS 'cq' 1 \ rvq M ( Sb ' Phone: k0l TU ZZ cA2 Street: Lt4n I v t na, Lard yc" S A- e,, Fax: 4(n L32_(' 13w City, St, Zip: () c-\csV-\( I -bz C 3 \\ 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. 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: 5m Edition (2014) Florida Building Ci (\ iz o- k- 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 co nstruction Signature ofOwner/Agent Date Signature off Contractor/Agent Print O er/A Print C tractor/Agent' N e ign ture - to of Florida Date jj rgn a of Florida Date Owner/ Agent is Personally Known to S P 'pttgctor/Agent is Personally Known to Me or Produced ID Type of ID ft ri rS 0 76 r ced ID Type of ID d * 4 O c`"• SIATE 0 BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical R Mechanical V PlutnbingE Gas Roof Construction Type: Total Sq Ft of Bldg; Occupancy Use: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: COMMENTS: FIRE: BUILDING: 9.':- tv l- t'7 Revised: June 30, 2015 Permit Application REQUIRED INSPECTION SEQUENCE IBIP# 1--1 - ZS "7 `'Z Address: 3:Z0 4 c'. _ S BUILIDING (PERMIT Min Max- .. onInspectionDescription Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Prepour Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In 10 Frame Insulation Rough In Firewall Screw Pattern 2 Drywall / Sheetrock Lath Inspection Final Solar Final Firewall Final Roof Final Stucco / Siding Insulation Final Final Utility Building Z-c:> Final Door p Z-01 Final Window Final Screen Room Final Pool Screen Enclosure Final Single Family Residence Final Building (Other) ELECTRICAL lPE'RMIT Min Max on Description Electric Underground Footer / Slab Steel Bond o Electric Rough T.U.G. Pre -Power Final Electric Final Min Max Ins ectn®n Descru Lion to Plumbing Underground Plumbing Sewer zo Plumbing Tub Set Plumbing Final 1 i • o. Inspection Description MechanicalRough i,,*' 1 •J' it{;j s ,....,...w..•J..i::_ 3A( :. .<: 1 r }/h'r$at..'JP.;w;j,[ is vC.7 .:''=•%t to_e.`i: /.. jv... } (,(. °(1i5 =?r u i ifnijjJl. .M{Yii l' lit!' ,(Z7p. xRi• £•' :t.. q7..r, :'{i1!'%'`W.. l J :. f C J11: S:rc r_.r t~•'.'a,Cyr.+ ...1'j e".Jc, .1!^_ti,'.:._::..v ` :u1Y. • ..,.«:.;.wt::r i•' Underground REVISED: June 2014 PITON ero ccxinnv, Ft[xemu Parcel Information Property Record Card Parcel: 25-19-30-5AG-090E-0100 Owner: ZOOM ZOOM AUTO SALES INC Property Address: 804 E 8TH ST SANFORD, FL 32771 Parcel 25 19-30-5AG090E-0100 Owner ZOOM ZOOM AUTO SALES INC Property Address 804 E 8TH ST SANFORD, FL 32771 Mailing 14638 CROSSTON BAY CT ORLANDO, FL 32824- Subdivision Name SANFORD TOWN OF Tax District S1-SANFORD DOR Use Code 01-SINGLE FAMILY Exemptions I Legal Description E112OFLOT 10BLK9TRE TOWN OF SANFORD PB 1 PG 56 i Taxes j Value Summary 2017 Working 2016 Certified Values Values Valuation Method Cost/Market CostlMarket Number of Buildings 1 ! 1 Depreciated Bldg Value 1$2,402 1 $6,645 Depreciated EXFT Value i Land Value (Market)- '4- pLand 5, 250 $5,250 Value Ag Market Just/Market Value " 7,652 $11,895 Portability Adj Save Our Homes Adj 0 ! $0 Amendment 1 Adj _ a 0 $ 0 P& G add E $o o Assessed Value w 7, 652 'i $11,895 Tax Amount without SOH: $238.44 2016 Tax Bill Amount $238.44 Tax Estimator Save Our Homes Savings: $0.00 TRIM Notice Helo Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund i $7,652 0 1 7,652 Schools 4 $7,652 0 ` 7,652 Crty Sanford 7,652 { - F $ 0 1 7,652 SJWM( Saint Johns Water Management) i $7,652 0 7,652 County Bonds 71652 y Oj_._ 7,652 Sales Description Date Book Page Amount Qualified Vac/Imp SPECIAL WARRANTY DEED 1 4/1/2016- 1 08687 1254 14,900 I Yes Improved SPECIAL WARRANTY DEED M w_ v 4/ 1/2016 08685 1824 10,300 No I Improved CERTIFICATE OF TITLE 1 11/1/2015 08585 1 0445 i 100, No r Improved CORRECTIVE DEED 1 5/1/2014 08265 1 1326 W $ 100 i No Improved QUIT CLAIM DEED 1/1/2005 05569 1689 Y M$22, 000 1 No 1 Improved ADMINISTRATIVE DEED 11/1/2004 05555 191142 100 i No 1 Improved PROBATE RECORDS 1 10/1/2003 1 05121 i 0400 100 1 No i Improved WARRANTY DEED 11/1/1989 i 02129 0563 13,900 No Improved iCERTIFICATE OF TITLE 9/1/1989 i 02107 1722 20,000 No Improved QUITCLAIM DEED 12/111987 01925 1566 100 f__..-..._ I_.______ C No Improved Find Comparable Sates Land Method Frontage Depth Units Units Price Land Value THIS 7$ J1N8Ei,TPREP RED BY: Name: vrG. F' 3lr.11` I1t=t(..+ Y.ElilhlfaL. i I is Address: Ste" : Oi1F`1-c:rjLLER PvLERV NOTICE OF COMMENCEMENT j y ?!+17/'' U17 4: i %?'; 1:. t:}'. lei'•";-r.:.%ltj •i , State of Florida F'Ei_ ORDEG B lid'e';J,, r z ` County of Semino/le^- / Pernik Number: ! / Parcel ID Number. JC . C7 `b f7 The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following Information is provided in this Notice of Commencement. INFORMATION: Address: C-> =;,L-- Fee Simple Title Holder (if other than owner) Name: Address: Address: — 4>'j 1 Irt, ' L % 1 k' r 'T-I - 7/2 )1-4 Persons within the State of Florida Designated by Owner upon whom nodce or other documents may be served as provided, by Section 713.13(1)(b), Florida Statutes. Name: `\ Address: In addition to himself, Owner Designates Section 713.13(1)(b), Florida Statutes. of To receive a copy of the Lienor's Notice as Provided in Expiration Date of Notice of Commencement (The expiration data 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 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of perjury, 1 declare that I have read the foregoing and that the facts stated In It are true to the best of my knowledge and belief. Owners Signature Owner's Printed Name Florida Statute 713.13(1 Ng): ' The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead.' State of FIn County of CLUM The foregoing Instrument was acknowledged before me this 1 t day of kil 20 l4 Name OR who has produce RECORD COPY FORM R405-201 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Oi CProjectName: IG CONSTRUCTION 8TH ST Builder Name: rSANFpStreet: 8pq E 8TH ST Permit Office: NFORDCity, State, Zip: FL , 32771 Permit Number. ' 7 2 5 7 9 RD Owner: Jurisdiction: rc,ir c9c O AgR1T1 Design Location: IT, Orlando County:: SEMINOLE (Flonda Climate Zone 2) 1. New construction orll xisting New (From Plans) 9. Wall Types(1152.0 sgft.) Insulation Area 2. Single family or mull ple family Single-family a. Frame - Wood, Exterior R=11.0 1152.00 ft2 b. WA R= ft2 3. Number of units, if nI ultiple family 1 c. N/A R= ft2 4. Number of Bedroom 3 3 d. N/A R= ft2 10. Ceiling Types (1040.0 sqft.) Insulation Area 5. Is this a worst case. No a. Under Attic (Vented) R=30.0 1040.00 ft2 6. Conditioned floor area above grade (ft2) 1040 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(137.3 sq Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 208 a. U-Factor: Dbl, U=0.32 137.33 ft2 SHGC: SHGC=0.28 b. U-Factor: N/A ft2 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 24.0 SEER:15.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 24.0 HSPF:8.50 SHGC: Area Weighted Aver ge Overhang Depth: 2.141 ft. Area Weighted Average SHGC: 0.280 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1040.0 sgft.) Insulation Area EF: 0.940 a. Raised Floor R=2.0 1040.00 ft2 b. Conservation features b. N/A R= ft2 None c. N/A R= ft2 15. Credits Pstat Glass/Floor Area: 0.132 Total Proposed Modified Loads: 38.92 PASSTotalBaselineLoads: 39.91 I hereby certify that ti ie plans and specifications covered by Review of the plans and j jIAE STAT this calculation are ir compliance with the Florida Energy specifications covered by this 046' OX Code. calculation indicates compliance with the Florida Energy Code. "°':;:• PREPARE B Before construction is completed - s': _ DATE: _ this building will be inspected for compliance with Section 553.908 , a, =;,; e :•: Florida Statutes. I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. COD WF'C4 ' OWNEWAGENT:_ BUILDING OFFICIAL: DATE: DATE: Compliance requ e9 certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory-s aaled 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 acconlance with R402.4.1.2. Compliance with proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordan a with Section 803 of RESNET Standards, is not greater than 0.030 On for whole house. 9/22/2016 8:31 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2014 PROJECT Title: Building Type: Owner: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: SI Us 1 Si N CIDE CONSTRUCTION 8TH S Bedrooms: 3 r Conditioned Area: 1040 Total Stories: 1 Worst Case: No Rotate Angle: 0 Cross Ventilation: Whole House Fan: gle-family I (From Plans) COMPLIANCE 405-2014 Address Type: Lot # Block/SubDivision: PlatBook: Street: County: City, State, Zip: Street Address 804 E 8TH ST SEMINOLE SANFORD , FL, 32771 CLIMATE V Design Lc I cation IECC Design Temp TMY Site Zone 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, OrIz ndo FL_ORLANDO INTL AR 2 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 BI ck1 1040 8320 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil iD Finished Cooled Heated 1 Main 1040 8320 Yes 4 3 1 Yes Yes Yes FLOORS Flooi Type Space R-Value Area Tile Wood Carpet 1 Raised Floor Main 1040 ft2 2 0 0 1 ROOF v # Type Roof Gable Roof Materials Area Area Color Solar SA Emitt Absor. Tested Emitt Deck Pitch Tested Insul. (deg) 1 Gable or shed Composition shingles 1127 ft2 216 ft2 Medium 0.85 No 0.9 No 0 22.6 ATTIC V # 1 Tye Fu I attic Ventilation Vent Ratio (1 in) Area RBS IRCC Vented 300 1040 ft2 N N CEILING Ce ling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Un' er Attic (Vented) Main 30 Batt 1040 ft2 0.11 Wood 9/22/2016 8:31 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 IMPRA Rdn$;_7n1d WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below V-4-Ornt- WaILTypa Space R-Value__-Ft. In_ Fr In Area R-Value-Et 1 S Ext rior Frame - Wood7 Main 11 22 8 176.0 ft2 0.5 0.23 0.400000 0 2 S Exterior Frame - Wood Main 11 20 8 160.0 ft2 0.5 0.23 0.400000 0 3 E Exterior Frame - Wood Main 11 20 8 160.0 ft2 0.5 0.23 0.400000 0 4 N Exterior Frame - Wood Main 11 22 8 176.0 ft2 0.5 0.23 0.400000 0 5 E Exterior Frame - Wood Main 11 10 8 80.0 ft2 0.5 0.23 0.400000 0 6 N Exterior Frame - Wood Main 11 20 8 160.0 ft2 0.5 0.23 0.400000 0 7 W Exterior Frame - Wood Main 11 30 8 240.0 ft2 0.5 0.23 0.400000 0 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 S 1 Vinyl Low-E Double Yes 0.32 0.28 21.0 ft2 1 ft 4 in 0 ft 6 in Drapes/blinds None 2 S 1 Vinyl Low-E Double Yes 0.32 0.28 6.0 ft2 1 ft 4 in 0 ft 6 in Drapes/blinds None 3 S 2 Vinyl Low-E Double Yes 0.32 6.28 17.8 ft2 6 ft 0 in 0 ft 6 in Drapes/blinds None 4 S 2 Vinyl Low-E Double Yes 0.32 0.28 6.0 ft2 6 ft 0 in 0 ft 6 in Drapes/blinds None 5 E 3 Vinyl Low-E Double Yes 0.32 0.28 12.0 ft2 1 ft 4 in 0 ft 6 in Drapes/blinds None 6 N 4 Vinyl Low-E Double Yes 0.32 0.28 12.0 ft2 1 ft 4 in 0 ft 6 in Drapes/blinds None 7 N 4 Vinyl Low-E Double Yes 0.32 0.28 9.0 ft2 1 ft 4 in 0 ft 6 in Drapes/blinds None 8 N 6 Vinyl Low-E Double Yes 0.32 0.28 14.0 ft2 1 ft 4 in 0 ft 6 in Drapes/blinds None 9 N 6 Vinyl Low-E Double Yes 0.32 0.28 9.0 ft2 1 ft 4 in 0 ft 6 in Drapes/blinds None 10 W 7 Vinyl Low-E Double Yes 0.32 0.28 15.6 ft2 1 ft 4 in 0 ft 6 in Drapes/blinds None 11 W 7 Vinyl Low-E Double Yes 0.32 0.28 15.0 ft2 1 ft 4 in 0 ft 6 in Drapes/blinds None INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse roposed ACH(50) .000254 693.3 38.06 71.58 1855 5 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Ele tic Heat Pump None HSPF:8.5 24 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Duds 1 Central Unit None SEER: 15 24 kBtu/hr 720 cfrn 0.75 1 sys#1 9/22/2016 8:31 AM I EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 HOT WATER SYSTEM S tem Type SubType Location EF Cap Use SetPnt Conservation 1 E ctric None Main 0.94 50 gal 50 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model Area Volume FEF None I one ft2 DUCTS Supply — Return -- Air CFM 25 CFM25 HVAC # V # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 208 ft2 Attic 52 ft2 Prop. Leak Free Main cfm 31.2 cfrn 0.03 0.50 1 1 TEMPERATURES Programable Therm stat: Y Ceiling Fans: Coolin H Jan Venting Jan Feb Mar Feb Mar Apr Apr Ma Jun Jui rl AugSe Sep Oct Oct N Nov Dec HDecMayJunJulAugOctNov Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 AM 78 2 78 3 78 4 5 6 78 78 78 7 78 — 8 78 9 80 10 80 11 80 12 80Cooling (WD) PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MECHANICAL VENTILATION Type _ Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System None 0 0 0 1 - Electric Heat Pum 0% 1 - Central Unit 9/22/2016 8:31 AM I EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2014 1. New construction or, 2. Single family or multi 3. Number of units, if rr 4. Number of Bedroom; 5. Is this a worst case? 6. Conditioned floor are 7. Windows" a. U-Factor. SHGC: b. U-Factor: SHGC: c. U-Factor: SHGC: d. U-Factor: SHGC: Area Weighted Aven Area Weighted Aver. 8. Floor Types a. Raised Floor b. WA c. N/A I certify that this hon Construction througl in this home before based on installed C Builder Signature: Address of New 4ERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 98 The lower the EnergyPerformance Index, the more efficient the home. 804 E 8TH ST, SANFORD, FL, 32771 xisting New (From Plans) 9. Wall Types a. Frame- Wood, Exterior ile family Single-family b. N/A iltiple family 1 c. N/A 3 d. N/A 10. Ceiling Types No a. Under Attic (Vented) i (ft2) 1040 b. N/A c. NIA Description Area 11. Ducts Dbl, U=0.32 137.33 ft2 a. Sup: Attic, Ret: Attic, AH: Main SHGC=0.28 N/A ft2 12. Cooling systems N/A ft2 a. Central Unit N/A ft2 Overhang Depth: 2.141 ft. SHGC: 0.280 Insulation Area R=2.0 1040.00 ft2 R= ft2 R= ft2 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits a has complied with the Florida Energy Efficiency Code for Building the above energy saving features which will be installed (or exceeded) ial inspection. Otherwise, a new EPL Display Card will be completed ode compliant features. Date: City/FL Zip: Insulation Area R=11.0 1152.00 ft2 R= ft2 R= ft2 R= ft2 Insulation Area R=30.0 1040.00 ft2 R= ft2 R= ft2 R ft2 6 208 kBtu/hr Efficiency 24.0 SEER:15.00 kBtu/hr Efficiency 24.0 HSPF:8.50 Cap: 50 gallons EF: 0.94 Pstat Note: This is hot 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 require; by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 9/22/2016 8:31 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 Florida, Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: 834E8TH ST Permit Number: NFORD , FL, 32771 MANDATORY REQUIREMENTS see individual code sections for full details. 0 401.3 Energy Pe forrnance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.908 , Florida Statues) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residL. tial buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwe ling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C. R402.4 Air leaks a (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 :hrough R402.4.4. O R402. 1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. F 402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in rdance with the manufacturer's instructions and the criteria listed In Table 402.4.1.1, as applicable to the method of construction. here required by the code official, an approved third party shall inspect all components and verify compliance. F 402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air anges per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an a Dproved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. wring testing: 1 Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or her infiltration control measures; 2 Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended ir filtration control measures; 3 Interior doors, if installed at the time of the test, shall be open; Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; Heating and cooling systems, if installed at the time of the test, shall be turned off; and Supply and return registers, if installed at the time of the test, shall be fully open. O R402.4 2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air. O R402.4.3 Fenestration air leakage. Windows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per sqL are foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/NDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. O R402.4 4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more it an 2.0 cfm (0.944 Us) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminai es shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. R403.1.1 Thermdlstat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat ptimp supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except durin 3 defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. O R403.2.2 Sealin (Mandatory)AII ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C40 .2.7.2 of the'Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testiril 1, below. Duct tightness sh all be verged by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99, Florida S atutes, or as authorized by Florida Statutes, to be "substantially leak free" by either of the following: 1. Post -constriction test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. 2. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressu-e differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm 85 Umin) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: 1. The to I leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 9/22/2016 8:31 i m EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 1 of 3 FORM R405-2014 MANDATOR REQUIREMENTS - (Continued) R403.2.3 Buildin Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41°C) or below 55°F (13°IC) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping Insulation. R403.4.1 Circulal Ing hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps install on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and up and bend of at least 3 '/. inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tan . R403.4.4 Water heater efficiencies (Mandatory). 0 R403.4 4.1 Storage water heater temperature controls t403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140'F (38'C to 60°C). R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main bumer(s) of combustion types of service water heating systems to be turned off. 0 R403.4.4.2 Water heating equipment Water heating equipment installed in residential units shall meet the minimum efficiencies of Table G404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. 403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy f actor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, end SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water eating systems should meet the following criteria: 1. Be installed with atilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Cocle, Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation. Outdoor air intakas and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. 0 R403.6 Heating pnd cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. O RAM - based which such 1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the ant loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, n building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and snits (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions d in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors ffect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation standard kitchen and bathroom exhaust systems. 403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the alculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in action 403.6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the auipment shall not be less than the calculated latent load. 9/22/2016 8:31 I M EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 2 of 3 FORM R405-201 MANDATOF Y REQUIREMENTS - (Continued) O R403. i.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value andshallnotbeusedforequipmentsizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selects n shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Desig values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the loadcaiculItionandshallbeadjustedforreturnsidegainsifthereturnduct(s) is installed in an unconditioned space. Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. When signed and sealed by a Florida -registered engineer, in attached single- and mufti -family units, the capacity of equipment may be sized in accordance with good design practice. O R403..1.2 Heating equipment capacity 403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section F 403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. 403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric bumers s iall not be less than the design load calculated in accordance with Section R403.6.1. O R403.6 1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermd tent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to preveni continuous space cooling or heating within that space by one or more of the following options: 1 A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2 A variable capacity system sized for optimum performance during base load periods is utilized. R403.7 Systems erving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with SectionsC403andC404otheCommercialProvisionsinlieuofSectionR403. Cl R403.8 Snow me It system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 55'F, and no precipitation is failing and an automatic r manual control that will allow shutoff when the outdoor temperature is above 40'F. R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shz II be as specked in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy requirements for Fortable spas shall be in accordance with ANSI/APSP-14. O R403.9.1l1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on -off switch that is mounted outside he heater to allow shutting off the heater without adjusting the thermostat setting. R 03.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum th -rmal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21.56. Ppol heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R, D3.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance wi h AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is re luired to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. O R403.9. Time switches. Time switches or other control method that can automatically turnoff and on heaters and pumps according to a preset shedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compiia, ce with this equipment. 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. O R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception; Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump orsfilarenergysourcecomputedoveranoperatingseason. RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. O R 04.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights R405.2 Performat ice ONLY. ; All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. O R406.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type or concrete ck roofs do not have sufficent space, R-10 is allowed. 9/22/2016 8:31 A EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 FORM R405-20 4 IR TABLE 402.4.1. BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: SIG CONSTRUCTION 8TH ST Builder Name: Street: 804 E 8TH ST Permit Office: City, State, Zip: SANFORD , FL, 32771 Permit Number: Owner: Jurisdiction: Design Location: FL, Orlando COMPONEI T CRITERIA CHECK Air barrier and hernial barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Comers and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space wc lis Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetral ions Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighti i9 Recessed light fixtures installed in the building thermal envelope shall be II` air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on xterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phon i box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 9/22/2016 8:31 AM ( EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 804 8TH ST, SANFORD, FL 32771 Location: Indoor: Heating Cooling Orlando Sanford, FL, US Indoor temperature (°F) 70 75 Elevation: 56 ft Design TD (°F) 29 18 Latitude: 29°N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 24.6 38.7 Drybul b (°F) 41 93 Infiltration: Dailyrange ° F) - 17 ( M Method Simplified Wet bulb (°F - 75 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 0 e Component Btuh/fF Btuh of load Walls 2.8 2862 24.2 Glazing 9.3 1286 10.9 Doors 0 0 0 Ceilings 0.9 968 8.2 Floors 2.8 2886 24.4 Infiltration 1.2 1373 11.6 Ducts 2457 20.8 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 Total 1 1 11832 100.0 Component Btuh/fF Btuh of load Walls 2.8 2818 14.1 Glazing 15.7 2173 10.9 Doors 0 0 0 Ceilings 1.7 1815 9.1 Floors 1.7 1785 8.9 Infiltration 0.4 438 2.2 Ducts 3542 17.8 Ventilation 0 0 Internal gains 7380 37.0 Blower 0 0 Adjustments 0 Total 19951 100.0 Latent Cooling Load = 2396 Btuh Overall U-,mlue =0.121 Btuh/ft-°F Data entries checked. W1' h3soft' -- 2016- Sep-2208:27:25 Right- S. te®Untversal 2017 17.0.04 RSU18553 Page 1 wardoownloads% SIGCONSTRUCTION REVI`GDA (1).rup Calc = MJ8 Front Door faces: S For: 804 8TH ST, SANFORD, FL 32771 Notes: 1 st w O M'z"' a , t 3 v ghat . r w., , a •...rz u Y a y a :.Des.l nlnformatlon1'r _ Weather: Orlando Sanford, FL, US Winter Design Conditions Outside db 41 OF Inside db 70 OF Design TD 29 OF Heating Summary Structure, 9375 Btuh Ducts 2457 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 11832 Btuh Infiltration Method Construction quality Fireplaces Simplified Semi -tight 0 Heating Cooling Area (ft2) 1046 1040 Vblume (fP) 8320 8320 Air changes/hour 0.31 0.16 Equiv. AVF (cfm) 43 22 Heating Equipment Summary Make Generic Trade Model SEER 15.0, HSPF 8.5 AHRI ref Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8.5 HSPF 22622 BFu h @ 47° F 759 cfm 0.064 cfm/Btuh 0.60 in H2O Backup: Input = 7 kW, Output = 23885 Btuh, 100 AFUE Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 39 gr/lb Sensible Cooling Equipment Load Sizing Structure 16409 Btuh Ducts 3542 Btuh Central vent (0 cfm) 0 Btuh Blower 0 Btuh Use manufacturer's data Rate/swing multiplier 1.00 Equipment sensible load 19951 Stuh Latent Cooling Equipment Load Sizing Structure 1783 Btuh Ducts 613 Btuh Central vent (0 cfm) Equipment latent load 0 2396 Btuh Btuh Equipment total load Req. total capacity at 0.88 SHR 22347 1.9 Btuh ton Cooling Equipment Summary Make Generic Trade Cond SEER 15.0, HSPF 8.5 Coil AHRI ref Efficiency 12.8 EER, 15 SEER Sensible cooling 20042 Btuh Latent cooling 2733 Btuh Total cooling 22775 Btuh Actual air flow 759 cfm Air flow factor 0.038 cfm/Btuh Static pressure 0.60 in H2O Load sensible heat ratio 0.89 Capacitybalance point=19 OF Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2016-Sep-22 0827:26 wr htsoit' page 1 R' htSuite®Universa12017 17.0.04 RSUt9553 M ... .'D..1oW.XSlGC0NSTRUC110N REVI GDA (1).ivp Calc = MJ8 Front Door faces; S kit.laul 12x6 107 cfm 10x6 90 cfm IVg Level 1 12x6 107 afm f - 18x24 6", .oft 12x12 759cfm br3 ball br2 10x6 12x12.8ft10x6 93 cfm ", .7.3 ft 8 4 88 cfm 10 ", 15.2 x 75 cfm 12 x 12 6.1 It 16 ", 5. 8 •• 4.5 ft 5",4.5ft 10x6enl 109 cfm 8.2 ft " 3.6 ft 9 ", 5.1tit'I Ix 6 14",11. 10 cfm 8 xja2 40 Job M 8TH ST SIG CONSTRUCTION Performed by ENERGYCALCS.NET INC ... ENERGYCALCS.NET INC 267 DELEON RD 804 8TH ST DEBARY, FL 32713 SANFORD, FL 32771 Phone: 386.775-0908 ENERGYCALCS.NET ENERGYCALCSFLCAOL.COM Scale: 1;: 70 Page 1 Rig htS uite® Universal 201 T: 17.0.04 RSU19553 2016-Sep 22 08:28:38 ONSTRUCTION REV[ GDA (1)... wrightsoft- Manual S Compliance Report Entire House SIG CONSTRUCTION Job: 8TH ST Date: Sep 21, 2016 By: ENERGYCALCS.NET INC g,rt+. , i .„e. + s o` 1g b kx Pro ect lnformatlon A For, 804 8TH ST, SANFORD, FL 32771 Mid r k. m n' I .5Cooltng µEqulprnents is .S:.aK ap,p"s,_,s , H x a wx'avxa, r Design Conditions Outdoor design DB: 93.0•F Sensible gain: 19951 Btuh Entering coil DB: 76.3°F Outdoor design WB: 75.2°F Latent gain: 2396 Btuh Entering coil WB: 63.1°F Indoor design DB: 75.0°F Total gain: 22347 Btuh Indoor RH: 50% Estimated airflow: 759 cfm Manufacturer' s Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer. Generic Actual airflow: 759 cfm Sensible capacity: 21000 Btuh Latent capacity: 3000 Btuh Total capacity: 24000 Btuh Model: SEER 15.0, HSPF 8.5 1050/ 6 of load 125% of load 107% of load SHR: 88% i a e 'qg¢' gyM '. tln E IIXi`bx i 4w.;xm'. en7'k` F u" N ., Design Conditions design DB: 40.90F Heat loss: 11832 Btuh Indoor design DB: 70.0•F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer. Generic Model: SEER 15.0, HSPF 8.5 Actual airflow: 759 cfm Output capacity: 24000 Btuh 2030/6 of load Supplemental heat required: 0 Btuh Backup equipment type: Elec strip Manufacturer. Model: Actual airflow: 759 cfm Output capacity: 7.0 kW 202% of load Temp. rise: 50 OF The above equipment was selected in accordance with ACCA Manual S. Entering coil DB: 69.5°F Capacity balance: 19 OF Economic balance: - 99 OF 2016-Sep- 22 08:27:26 wrIghtsoft' RightSuite® Universal 2017 17.0.04 RSU19653 page 1 ward0ownloaft%1GCONSTRUCTION REVI GDA (1).rup Cale = MJ8 Front Door faces: S 804 8TH ST, SANFORD, FL 32771 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.60 in H2O 0 in H2O 0.60 in H2O 0.482 / 0.118 in H2O 0.336 in/100ft 759 cfm 179 ft Cooling 0.60 in H2O 0 in H2O 0.60 in H2O 0.482 / 0.118 in H2O 0.336 in/100ft 759 cfm Su nI tB'ranc '" D6talIRTable j" >_ ter. a ; e7 saw Aa Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Mat[ Actual Ln (ft) Ftg.Egv Ln (ft) Trunk bat h 652 42 22 0.458 4.0 Ox 0 VIFx 10.3 95.0 st1 ba2 h 628 40 20 0.461 4.0 Ox 0 VIFx 14.7 90.0 st2 br1 h 1706 109 91 0.484 6.0 Ox 0 VIFx 9.6 90.0 SO br2 h 1372 88 81 0.484 5.0 Ok 0 VIFx 9.6 90.0 st1 bri c 2437 51 93 0.450 6.0 Ox 0 VIFx 17.1 90.0 st2 ent h 1165 75 60 0.457 5.0 Ox 0 VIFx 15.5 90.0 st2 kiLlaun c 2812 87 107 0.336 6.0 Ox 0 VIFx 33.6 110.0 st3 kit.laun-A c 2812 87 107 0.345 6.0 Ox 0 VIFx 29.9 110.0 st3 Ng h 1406 90 89 0.341 6.0 Ox 0 VIFx 31.7 110.0 st3 tvg•A h 1406 90 89 0.441 6.0 Ox 0 VIFx 1 19.3 90.0 st2 Sup.p YTrunk Detail Tableu. _Gsrr` r.»„ 3.I .c.x::"na. .A ..€'a _.,tx.. a:,,t .•.,'`. Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st1 Peak AVF 239 194 0.458 542 9.0 0 x 0 VinIFIX st3 Peak AVF 264 303 0.336 556 10.0 0 x 0 VinIFIX st2 st2 Peak AVF 520 565 0.336 529 14.0 0 x 0 VinIFIX BoW balk values have been manually ovenfdden 1 2016-Sep-22 08:2726 wrtg113 oit' RightSuite® Uroversa12o17 17.O.oa RSU19553 Page 1 wardWownloadsZIGCONSTRUCTION REVI GDA (1).rup Calc = MJ8 Front Door faces: S Name Grill Size (in) Htg cfm) Cig cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb1 Ox 0 759 759 35.0 0.336 544 16.0 Ox 0 VIFx rst3 4 hxReturnTrunk4lDetall Tableg 1 a d. Name Trunk Type Htg cfm) Clg cfm) Design FIR Veloc fpm) Diam in) H x W in) Duct Material Trunk rst3 Peak AVF 759 759 0.336 544 16.0 0 x 0 VinlFlx 2016-,Sep-22 08:27:26 1, wrig 1tSOft' Rig htSuHOD Uruversal2017 17.0.04 RSU19553 Paget ward0ownba&%SIGCONSTRUCTION REVI GDA (1).ngr Cale = W8 Front Door faces: S RECORD O' City of Sanford tii rti Building and Fire Prevention Product Approval Specification Form v ING 1.7-2579 Permit # Project Location Address, SA`t ORO As required by Florida Statute 563.842 and Florida Administrative Code 9N-3, please provide the information and product approval numbers} 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 wwww.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 sc n, r b L RC) ZI Slidin Sectional Roll Up. Automatic Other 2. Windows Single Hun Horizontal Slider Casement Double Hun Fixed Awning Pass Throu h Projected Mullions Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding Soffits Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles Underla ments 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 , L v D 5: 7— C Please Print) June 2014 BCIS Home Log In I User Registration Hot TopicsSubmit Surcharge Stats IA Facts Publications j FBC Stair SCIS Site MapUnks Search 1G bF Product Approval USER: Public User Product AoProval Menu > Product or ADDIIcation Search > Aoolicatlon List > Application Oetall FL # FL4904-R7 Application Type Affirmation Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Masonite International Address/ Phone/Email 1955 Powis Road West Chicago, IL 60185 800) 663-3667 sschreiber@masonite. com Authorized Signature Steve Schreiber sschrelber@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 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By El 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 L No CAN/A Product Approval Method Method 1 Option A Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval Date Approved 05/04/2015 summary of Products FL # IModel, Number or Name Description 4904.1 Wood -edge Steel Side -Hinged Door 6'-8" Opaque I/S and O/S Single Door Units Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R7 C CAC NI006110.0i.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2020 Design Pressure: +76.0/-76.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4904 R7 II FL0128.odf Building Code Including the High Velocity Hurricane Zone, Verified By: National Accreditation & Management Institute and where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 3'-0" x 6'-8" FL4904 R7 AE 504A.odf max nominal size. When large missile impact resistance is Created by Independent Third Party: Yes required, hurricane protective system is NOT required. See DWG-MA-FLO128-05 for details. 4904.2 Wood -edge Steel Side -Hinged Door 8'-0" Opaque I/S and O/S Single Door Units Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R7 C CAC NI006110.02.odf 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 Florida FL4904 R7 II FL0129.odf Building Code including the High Velocity Hurricane Zone, Verified By: National Accreditation & Management Institute and where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 3'-0" x 8'-0" FL4904 R7 AE 503A.12df max nominal size. When large missile impact resistance is Created by Independent Third Party: Yes required, hurricane protective system is NOT required. See DWG-MA-FLO129-05 for details. 4904.3 Wood -edge Steel Side -Hinged Door Units 6'-8" Opaque I/S and O/S Door w/ or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R7 C CAC NI006110.01.12df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2020 Design Pressure: +55.0/-55.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4904 R7 II FL0128.0df Building Code Including the High Velocity Hurricane Zone, Verified By: National Accreditation & Management Institute and where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 12'-0" x 6'-8" FL4904 R7 AE 502A.odf max nominal size. When large missile impact resistance is Created by Independent Third Party: Yes required, hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See DWG- MA-FL0128-05. 4904.4 I Wood -edge Steel Side -Hinged Door 18'-0' Opaque I/S Door w/ or w/o Sidelites Units Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +45.0/-50.0 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, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. When large missile impact resistance is required, hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See DWG- MA-FL0129-05. Certification Agency Certificate FL4904 R7 C CAC NI006110.02.odf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL4904 R7 II FL0129.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4904 R7 AE 501A.pdf Created by Independent Third Party: Yes 4904.5 I Units edge Steel Side -Hinged Door I8'-0" Opaque O/S w/ or w/o Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50.0/-45.0 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, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures fisted. 12'-0" x 8'-0" max nominal size. When large missile impact resistance is required, hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See DWG- MA-FL0129-05. Certification Agency Certificate FL4904 R7 C CAC NIO06110.02.Ddf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL4904 R7 II FLO129.Ddf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4904 R7 AE 501A.odf Created by Independent Third Party: Yes 4904.6 I Wood -edge Steel Side -Hinged Door ( 6'-8" Glazed I/S and O/S Door w/ or w/o Sidelites Units Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No 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 ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. When large missile impact resistance is required, hurricane protective system is required. See DWG- MA-FLO130-05 for details. Certification Agency Certificate FL4904 R7 C CAC NI006110.03.pdf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL4904 R7 II FL0130.Ddf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4904 R7 AE 502A.Ddf Created by Independent Third Party: Yes 4904.7 Wood -edge Steel Side -Hinged Door Units 8'-0" Glazed I/S Door w/ or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R7 C CAC NIO06110.04.1?df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2020 Design Pressure: +40.0/-45.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4904 R7 II FL0131.odf Building Code including the High Velocity Hurricane Zone, Verified By: National Accreditation & Management Institute and where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 12'-0" x 8'-0" FL4904 R7 AE 501A.odf max nominal size. When large missile impact resistance is Created by Independent Third Party: Yes required, hurricane protective system is required. See DWG- MA-FLO131-05 for details. 4904.8 Wood -edge Steel Side -Hinged Door Units 8'-0" Glazed O/S Door w/ or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R7 C CAC NI006110.04.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2020 Design Pressure: +45.0/-40.0 Installation Instructions other: Evaluated for use in locations adhering to the Florida FL4904 R7 II FL0131.pdf Building Code including the High Velocity Hurricane Zone, Verified By: National Accreditation & Management Institute and where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 12'-0" x 8'-0" FL4904 R7 AE 501A.Ddf max nominal size. When large missile impact resistance is Created by Independent Third Party: Yes required, hurricane protective system is required. See DWG- MA-FLO131-05 for details. Back Next Contact Us :: 2601 Blair Stone Road. Tallahassee n. 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 mall. 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 emalls 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 dick here . Product Approval ACcepts: NOTICE OF PRODUCT CERTIFICATION Company: Masonite International Corporation Certification No.: NI006110.01 1955 Powis Road Certification Date: 07/23/2005 West Chicago, IL 60185 Expiration Date: 12/31/2020 Revision Date: 11/21/2014 Product: Wood -Edge Steel Opaque Inswing or Outswing Door w/ and w/o Non -Impact Rated Sidelites w/Wood Frame unless noted) Specification: TAS 201/202/203 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). Inswing Glazed Structural Water Missile Test Report Number Configuration or or Maximum Design Test Impact Drawing Number & Outswing Opaque Size Pressure Pressure Rated Comments X I/S Opaque 3'0" x 6'8" 76/-76 2.86 psf Yes NCTL-210-2929-1 Single Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0128-05 X O/S Opaque 3'0" x 6'8" 76/-76 8.25 psf Yes NCTL-210-2929-1 Single Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0128-05 XX US Opaque 6'0" x 6'8" 551-55 2.86 psf Yes NCTL-210-2930-1 Double Maximum Panel Size: 3'0"x 6'8"/Sidelite: 3'0"x 6'8" Anchor Detail-MA-FL0128-05 XX O/S Opaque 6'0" x 6'8" 55/-55 8.25 psf Yes NCTL-210-2930-1 Double Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" Anchor Detail-MA-FL0128-05 XO/OX I/S Opaque Door 6'0" x 6'8" 551-55 2.86 psf Door -Yes NCTL-210-2930-1 Single w/Sidelite Glazed Sidelite Sidelite-No Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" Anchor Detail-MA-FL0128-05 XO/OX O/S Opaque Door 6'0" x 6'8" 551-55 8.25 psf Door -Yes NCTL-210-2930-1 Single w/Sidelites Glazed Sidelite Sidelite-No Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" Anchor Detail-MA-FL0128-05 OXO I/S Opaque Door 990" x 6'8" 551-55 2.86 psf Door -Yes NCTL-210-2930-1 Single w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size: 3'0" x 6'8"/Sidelite: 30" x 6'8" Anchor Detail-MA-FL0128-05 OXO O/S Opaque Door 910" x 6'8" 551-55 8.25 psf Door -Yes NCTL-210-2930-1 Single w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size: 3'0"x 6'8"/Sidelite: 3'0" x 6'8" Anchor Detail-MA-FL0128-05 OXXO I/S Opaque Doors 12'4" x 698" 551-55 2.86 psf Doors -Yes NCTL-210-2930-1 Double w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" Anchor Detail-MA-FL0128-05 OXXO O/S Opaque Doors 12'4" x 6'8" 55/-55 8.25 psf Doors -Yes NCTL-210-2930-1 Double w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size: 3'0"x 6'8"/Sidelite: 3'0" x 6'8" Anchor Detail-MA-FL0128-05 National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 23072 Tel: (804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: 03 SIDE -HINGED WOOD -EDGE STEEL DOOR UNIT Q Oj 6'-8" DOUBLE DOOR WITH / WITHOUT SIDELITES _p I z n GENERAL NOTES W n 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO Z Q. UTHEFLORIDABUILDINGCODEANDWHEREPRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7. MINIMUM W Lc) DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. ZO ( L} 2. HURRICANE PROTECTIVE SYS'i'EM (SHUTTERS) IS NOT REOUIRED ON n Tn OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDELITES. Lit 3. IN THE HVHZ, FACTORY PRIMED DOORS MUST BE PAINTED IN Sew, ACCORDANCE WITH SECTION 2220 OF THE FBC. 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 aANDSMOKEDEVELOPEDINDEXOF60PERASTME84. 5. PLASTICS TESTING OF LITE FRAME MATERIAL: Ih TEST DESCRIPTION DESIGNATION RESULT qq p 2 CS j cL-J zs'l i COMPARATIVE TENSILE STRENGTH AFTER WEATHERING $ 4500 HOURS XENON ARC METHOD t f§' O QOUl3LF_. 8 UNIT WZIj!DELITF? a AddenWtONAAN VI N f!i to Cdtlicatim No.: _ 1(,Loc I r o -,% y Renewed By' caq z DaleRereved-"; I//.. z Q W U lnrcW lII ,,7 II TT=-pp13® 10® 113® ®© ®® ® p 0 ®® 1313 Lavet z ppl'Ip9q Ip • • O.Y• J p O W.9 " :014=Y U D OI f/1 020 Zno W IIBI tI' U QDO 00 S 5 Lj Li0n rl rl Q N SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W/SIDELITES DOUBLE DOOR UNIT W/SIDELITES WITH SIDELITE WITH SIDELl7E w O U E0 6 DATE: 7 1 1 O5 SCALE: N.T.S. Dwc. BY: SINS CHK. BY: KURT 8AL7HA70R OHnwIHc N`o.: FLORMA P.E. DWG-MA-FL0128-05 j56533 SHEET 1 OF 3 SELF IGNITION TEMP ASTM. 07929 740 'F > 650 'f ATE OF BURNING ASi\I 0635 0.77 IN/MIN SMOKE DENSITY ASTM 02843 13.44. TENSILE STRENGTH" ASTM D6J8 7.509. DIFF TABLE OF CONTENTS SHEET rY DESCRIPTION 1 Tl'PICAI, ELEVATIONS h GF.NERAI. NOTES - 2 ANChIORING LOCA'I'iONS h DETAILS 3 ANCIIORINC LOCATIONS h DETAILS 149" MAX,kAX. OVERALL FRAldE W101H 2 i " MAX 36.375" MAX. PANEL WIDTH- J7.5" MAX. W/ASTRAGAL ( FRAME WIDTY, 1 ICI w m , f DESIGN PRESSURE RATING WHERE WATER INFILTRATION PERFORMANCE Ts REQUIRED TO BE 75l. OF DESIGN PRESSURE CONFIG MAX WIDTH INSWING OVT5WING INSWING OU SWING X 37.5 7fi.0 -76.0 76.0 -76.0 19.0 -19.0 55.0 -55.0 XX 74 I 1 55.0 -55.0 55.0 -55.0 19.0 -79.0 I-55.0 -SSA OX or XO IS TWO -55.0 55.0 19.0 -t9.0 55.0 -55.0 Ox0 55.0 -55.0 19.0 55.0 OXXO t12.5_ 149 55.G 55.0 t9.0 -19.0 55.0 -55.0 SEE DETAIL 6" -- -- S3EE DETAILT " - 6• I „ E. 3 c 3-1 IfTI c 3" I '- 31 3' -_ I lW ay r a B O 6' 3' I IIIPI- I II SEE DE(AiL F, ._ 71 ie N o < U SEE DETAIL u. a ww 6" EE DETAIL C' 6" ASTRAGAL RETAINER BOLT HOLE 8 x 2-i/2" TH 10 x 2" #8 x 2-1/2" MUST BE DRILLED THROUGH THE THRESHOLD & INTO E 10 x 5/8" • o -- — STRUCTURE DEEP ENOUGH 8 x 2-1/2" - #i0 x 1" ""` FOR A 1.375" THROW 10 x 5/8" #10 x 314" DETAIL "F" ASTRAGAL 10 x 2" DETAIL "E" ASTRAGAL c ( I/e TEMP. CLASS) FRAME / DOOR ATTACH ASTRAGAL RETAINER BOLT DOW 995 W/ OPTIONAL DECORATIVE INSERT ALUM. STEEL OR BUttL SPACER DETAIL " D" DETAIL " C„ STRIKE PLATE TO FRAME I/2• SITE AS SHOWN. TYPICAL ------ • 06 x 1-I/2• PHS AddffdmtoNAMI i 0.962" 1. 375 Otd T ----""gyp l Reviewed BY 1'i ,T M. TYPICA rRQR INSWING THRESHOLD OUTSWING THRESHOLD -'nI NrTAIL GIAZiNG DETArJ, DATE: 7111105 SCALE: N. T.S. DWG. BY: Viv. CHH. 9Y: LO 128- 05 OF 3 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" TAP CONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION, TAPCON EDGE DISTANCE MIN 2-1/2", 2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE FJ 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. 0. U a SEE DETAIL. N '0" SHT. 2 J qq cQ Y y b J L 6„ _ _ _ 6" 31 I I I I I I I I I I 0w 6 aN Uw w B i II II I II I U ARDWARE SCHED 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 MIN 0.25' MAXSHIM CL TYPICAL WOOD BUCK ANCHOR INSTALLATION 1.2N" j t. 1 ' MAX SHIM TYPICAL MASONRY ANCHOR INSTALLATION DAi E: ] 1 j 0,, A6**ktmloWM SCALE: N.T.S. C8(111c lbn No.: owc. Dr: SWS CNK. lif: DRAWING NO.: DwG-.MA-r10128-05 siicu 3 or 3 Ogg N¢y M1N3.',£.', x ,'usT y bus ness Bt ProXessionallK qu l I an t .M. .ra' r',',,b .. > r!c'k• n r'F$trt XR`vv 6—a c '1'VO CfI;iCE Cp!gNwNeN Product APProvai USER: Pub k uw Product Approval Menu > Product or Application search > Aoolicatlon List > AppikNtion Dotell NO dInP fia il' if l i y e9cPtprrf teor.,,aa.,sPr as;os tst3. ;c>VarA it3a rt M4 FL # FL11834-R11 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 QA has been called in to question for product 5,6,9,12 and 15. 09/27/16 Archived Product Manufacturer Atrium Companies Inc. Address/Phone/Email 300 Welcome Center Blvd. Welcome, NC 27374 336) 731-9550 tbatten@atriumwindows.com Authorized Signature Thomas Batten tbatten@ab iumwindows.com Technical Representative Address/Phone/Email Quality Assurance Representative Tommy Smith. Address/Phone/Email 300 Welcome Center Blvd. Welcome, NC 27374 336) 764-6400 tommy.smith@atrium. oom Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By American Architectural Manufacturers Association Referenced Standard and Year (of Standard) starmllud Year AAMA 450 2010 AAMA 506 2008 AAMA/WDMA/CSA 101/I.S.2/A440 2005 AAMA/WDMA/CSA 101/I.S.2/A440 2008 ASTM E1886 2005 ASTM E1996 2006 Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved FL # Model, Number or Name 11834.1 120 Vinyl Single Hung Method 1 Option A 09/28/2015 11/05/2015 11/08/2015 Limits of use Approved for use in HVHZ: No Approved for use outside MVHZ: Yes Impact Resistant: No Design Pressure: N/A Other. All frame and sash components are fabricated from extruded Vinyl (PVC). 11834.2 1120 Vinyl Single Hung, CHS Twin and Triple Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Otter. Twin and Triple Windows with continuous head and sill. All frame and sash components are fabricated from extruded vinyl (PVC). 11834.3 1 120 Vinyl Single Hung, Mulled Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other. All frame and sash components are fabricated from extruded Vinyl (PVC). Description H-R30 48 x 96 (Std.), H-R40 48 x 96 (HP), H-1135 48 x 84 Std.), H-R45 48 x 84 (HP), H-R45 48x72 (Std.), H-R50 48x72 (HP) Certification Agency Certificate Ft11834 R11 C CAC ADW-01 120 SH (1WI) H-R30 48x96 AAMA APC C6696.01-801-47 pdf FL11834 R11 C CAC ADW-01 120 SH (iWI) H-R35 48x84 AAMA APC C6696.01-801-47 Ddf FL11834 R11 C CAC ADW-01 120 SH (1W1) H-R45 48x72 AAMA APC C6696 01-801-47 pdf FL11834 R11 C CAC ADW-01 12n SH (1W1) H-R50 48x72 50 Sash AAMA APC C6696 01-801-47 pdf L 11834 R11 C CAC ADW-01 120 SH HP UH1) H-R40 48x96 AAMA APC C6696 01-801-47 pdf FL11834 R11 C CAC ADW-01 120 SH HP (1H1) H-R45 48x84 50 Sash AAMA APC C6696 01-801-47 cdf Quality Assurance Contract Expiration Date 05/10/2017 Installation Instructions F-L11834 R11 II ADW-01 120 SH Installation - Fin pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: H-R30 96 x 84 Twin (Std), H-1140 96 x 84 Twin (HP, H-R45 96 x 72 Twin (Std), H-R40 108 x 84 Triple (Std), H-R4S 108 x 72 Triple (HP), H-R50 108 x 72 Triple (HP Sash) Certification Agency Certificate FL11834 R11 C CAC ADW-01 120 SH CHS Triple (11-13) H-1150 108x72 AAMA APC C6710.01-801-47.pdf ELI1834 R11 C CAC ADW-01 120 SH CHS Triple (1W3) H-R40 108x84 AAMA APC C6710 01-801-47 pdf FL11834 R11 C CAC ADW-Ol 120 SH CHS Triple (1W3) H-R45 108x72 AAMA APC C6710.01-801-47 pdf FL11834 R11 C CAC ADW-01 120 SH CHS Twin (11-12) H_R40 96x84 AAMA APC C6695 01-801-47 pdf t1834 R11 C CAC ADW-01 120 SH CHS Twin (7W2) H-R30 96x84 AAMA APC C6695 01-801-47 pdf FU1834 R11 C CAC ADW-01 120 SH CHS Twin (1W2) H-R45 9602 AAMA APC C6695 01-801-47 pddf Quality Assurance Contract Expiration Date 05/07/2017 Installation Instructions FL11834 R11 II ADW-01 120 SH Installation - CHS Fin Dd Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: LC-PG50*-1219x2756 (48x109)-H PW/SH,LC- PG50*-1842x2756 (73x109)-H PW/Twin SH, R-PG40- 2451x2134 (97x84)-H Twin, LC-PG50*-2769x1956 (109x77) H Triple CerdfWation Agency Certificate FL11834 R11 C CAC ADW-01 120 130 SH Stack H-LC50 48x109 Fin AAMA APC D5171.01-801-47.Rdf P&11834 R11 C CAC ADW-01 120 130 SH Triple H-LC50 109x77 Fin AAMA APC D5170 01-801-47 Ddf F_LI1834 R11 C CAC ADW-01 120 130 SH Twin H- C40 97x84 Fin AAMA APC D5168 01-801-47 pdf FL11834 R1I C CAC ADW-01 120 130 SH Twin Stack H-LC50 73x109 Fin AAMA APC D5171.01-801-47.odf Quality Assurance Contract Expiration 05/10/2017 Installation Instructions FL11834 R11 II ADW-01 120 SH Installation - Mulled_pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11834.4 130 Single Hung, Fin and Flange, Single and Mulled LC-PG50-1346x1956 (53x77)-H, LC-PG50*-1219x2756 48x109)-H PW/SH, LC-PGSO*-1842x2756 (73x109)-H PW/Twin SH, LC-PG50*-2769xl956 (109x77)-H Triple SH, R-PG40-2451x2134 (97x84)-H Twin SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant- No Design Pressure: N/A Other. All frame and sash components are fabricated from extruded vinyl (PVC). Certification Agency Certificate FL11834 R11 C CAC ADW-01 130 SH H-LC50 53x77 Fin AAMA APC D5167 01-801-47 Ddf FL11834 R11 C CAC ADW-01 130 SH H-LC50 53x77 Finless AAMA APC D5167.01-801-47.odf FL11834 Rll C CAC ADW-01 130 SH Stack H-LC50 48x109 Fin AAMA APC D5171 01-801-47 pdf FL11834 R11 C CAC ADW-01 130 SH Stack H-LC50 48x109 Finless AAMA APC D5171.01-801-47 odf FL11834 Rll C CAC ADW-01 130 SH Triple H-LC50 109x77 Fin AAMA APC D5170 01-801-47 odf E 11834 R11 C CAC ADW-01 130 SHH-LC50 Triple109x77 Finless AAMA APC D5170 0-801-47 odf FL11834 Rll C CAC ADW-01 130 SH Twin H L 40 97x84 Fin AAMA APC D5168 01-801-47 odf FL11834 R1I C CAC ADW-01 130 SH Twin H-LC40 97x84 Finless AAMA APC D5168.01-801-47 odf FLi1834 R1I C CAC ADW-01 130 SH Twin Stack H-LC50 73x109 Fin AAMA APC D5171 01-801-47 odf FL11834 R11 C CAC ADW-01 130 SH Twin Stack H-LC50 73x109 Finless AAMA APC D5171 01-801-47 pdf Quality Assurance Contract Expiration Date 05/ 10/2017 Installation Instructions FL11834 R11 II ATRO66 SS 2015-08-24 odf Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL11834 R11 AE PER3790 SS 2015-08-24 odf Created by Independent Third Party: Yes 11834. 5 1 150/160 Vinyl Single Hung Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure.- WA Other. All frame and sash components are fabricated from extruded vinyl (PVC). H- LC30 48 x 96, H-LC40 36 x 96, H-LC50 36 x 74, H-LC40 109 x 74 Triple, R-LC35 73 x 109 Twin w/ Transom Certification Agency Certificate FLi1834 R11 C CAC ADW-08 150 160 SH H-LC30 48x96 AAMA APC 68797 01-801-47-RO pdf FL11834 R11 C CAC ADW-08 150 160 SH H-LC40 36x96 AAMA APC B8797.01-801 47-RO pdf FL11834 R11 C CAC ADW-08 150 160 SH H-LC50 36x74 AAMA APC B8797 01-801-47-R0 odf FL11834 Rll C CAC ADW-08 150 160 SH Mullen Triple H- LC40 10904 AAMA APC C1749.01-801-47 odf FL11834 R11 C CAC ADW 08 150 160 SH Mulled TW ST H- 1135 73x109 AAMA APC C1749 01 801 47 ppf Quality Assurance Contract Expiration Date 04/ 18/2016 Installation Instructions FL11834 R11 II ADW-08 150 160 SH Mulled Installationgdf FL11834 Rll II 8DW-08 150 160 SH Single Fin Installation. pdf FL11834 R11 II ADW-08-NI SS 2015-09-25.1)df Verified By: Hennes F. Norero, P.E. FL PE #73778 Created by Independent Third Party: Yes Evaluation Reports FL11834 R11 AE PER3977 SS 2015-09-25 odf Created by Independent Third Party: Yes 111834. 6 ' 1501160 Vinyl Single Hung, Triple H-LC30 108 x 74 (Standard), H-LC50 108 x 74 (HP) w/ Cont. Head and Sill Limits of Use Approved for use in HVHZ.• No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: WA Other: CHS Triple configuration also qualifies twin and single configurations using windows not exceeding 36' x 74" in size. All frame and sash components are fabricated from extruded vinyl (PVC). Certification Agency Certificate FL11834 RI C CAC ADW-08 150 160 SH CHS Triple H- LC30 108x74 AAMA APC C5189.01-801-47.od F 11834 R11 C CAC, ADW-08 150 160 SH CHS Triple H- LC50 108x74 AAMA APC C1748.01-801-47-R0Ddf Quality Assurance Contract Expiration Date 10/23/ 2016 Installation Instructions FL11834 R11 1I ADW-08 150 160 SH CHS Installation FI . f Verified By- American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11834.7 1200 Single Hung, Single and Mulled H-LC30 48x78, H-LC50 36x74, H-LC40 72 x 108 Mulled Twin w/ transom, H-LC50 109 z 74 Mulled triple Limits of use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other. All frame and sash components are fabricated from extruded vinyl (PVC). 11834.8 1 300/85 Aluminum Single Hung Limits Of use Approved for use In HVHZ: No Approved for use outside HvHZ: Yes Impact Resistant: No Design Pressure: N/A Other. Frame and sash are fabricated from extruded aluminum. 11834.9 1300/85 Aluminum Single Hung, CHS Twin and Triple Limits of use Approved for use In HvHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Twin and Triple windows with continuous head and sill. Frame and sash are fabricated from extruded aluminum Certification Agency Certifwate F111834 R11 C CAC ADW-08 200 SH H-LC30 48x78 AAMA APC 153847.01-801-47-RO pdf 11834 R11 C CAC ADW-08 200 SH H C50 3604 AAMA APC D3847 01-801-47-RO Ddf FL11834 611 C CAC ADW-08 260 SH Mulled Tr H LC50 10904 AAMA APC D3849 01-801-47 pdf FL11834 R11 C CAC ADW-08 200 SH Mulled Twin Stack H-LC40 72x108 AAMA APC D3851 01-801-47 odf Quality Assurance Contract Expiration Date 12/18/2017 Installation Instructions EL11834 R11 II ADW-08 200 SH Installation - Fin Mulled.pdf FL11834 R11 II ADW-08 200 SH Installation - Fin odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: H-R40 48 x 84 (Std), H-R50 48 x 72 (HP) Ce on Agency Certificate -- EL11834 R11 C CAC ADW-01 300 85 SH (3H1) H-RSO 48x72 AAMA APC C9843 01-801-47-RO Ddf Quality Assurance Contract Expiration Date 07/10/2017 Installation Instructions FLU834 Rll II ADW-01 300 SH Installation Ddf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: H-11,35 108 x 77 Triple, H-R45 88 x 72 Twin, H-1150 72 x 72 Twin Certification Agency Certificate AL11834 R I I C CAC ADW-ol 300 85 SH CHS Tr (3113) H-R35 108x77 &AMA APC 68800 01 801 47 RO odf ELI1834 R11 C CAC ADW-01 300 85 SH CHS Tw (3H2) H-R45 88x72 AAMA APC B8800 01-801-47 RO Ddf Fa11834 R11 C CAC ADW-01 300 85 SH CHS Tw (3H2) H-R50 72x72 AAMA APC B8800 01-801-47-RO Ddf Quality Assurance Contract Expiration Date 04/08/2016 Installation Instructionns FL11834 R11 II ADW-01 300 SH Impact Installation. pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11834,10 35/235 Impact Single Hung, Fin and Flange LC-PG55-1346x1956 (53x77)-H Lhttits of use Certification Agency Certificate Approved for use In HVHZ: No FL11834 Rll C CAC ADW-00 35 235 SH H-LC55 53x77 Approved for use outside HVHZ: Yes Impact AAMA APC D6256 01-801-18pdf Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: +55/-55 03/31/2018 Other. All frame and sash components are fabricated from Instanation Instructiom extruded vinyl (PVC). FLi1834 Rii II kTRO77 SS 2015-16-31.Ddf Verified By: Hermes F. Norero, P.E. FL P.E. #73778 Created by Independent Third Party: Yes Evahmtion Reports FL11834 Rii AE PER3971 SS 015-10-31 pdf Created by Independent Third Party: Yes 11834.11 375/95 Aluminum Single Hung R-PG50-1219x1829 (48x72)-H, R-PG40-1219x2134 (48x84) H - Limits of use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other. Frame and sash are fabricated from extruded aluminum. Certification Agency certificate FL11834 R11 C CAC ADW-01 375 95 (71-11) SH H-R50 48x72 AAMA APC D2324 01-801-47-rO.12df FL11834 1111 C CAC ADW-01 375 95 (7W1) SH H-R40 48x84 AAMA APC D2323 01-801-47-r0 Ddf Quality Assurance Contract Expiration Date 10/67/2017 Installation Instructions FL11834 Rli II ADW-01 375 95 SH Installation odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11834.12 375/95 Aiuminum Single Hung, CHS Twin and Triple R-PG50-2235x1829 (88x72)-H Twin, R-PG45*-2743x1956 108x77)-H Triple Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Frame and sash are fabricated from extruded aluminum. Certification Agency Certificate FL11834 R11 C CAC ADW-01 375 95 (7H2) SH CHS Twin H-R50 88x72 AAAMA APC B8801.01-801-47-RO odf FL11834 R11 C CAC ADW-01 375 95 (7H3) SH CHS Triple H-1145 108x77 AAAMA APC B8801.01-801.47-RO odf Quality Assurance Contract Expiration pate D4117/2016 Installation Instructions FL11834 R11 II ADW-01 375 95 SH CHS odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11834.13 5700/8050/105 Vinyl Single Hung, Single, Twin, and Triple Configurations H-LC25 48 x 96, H-1-05 44 x 96, H-LC35 48 x 84, H-LC50 36 x 96, H-LC40 108 x 84 Triple, H-LC50 108 x 72 Triple, H-LC35 84 x 84 Twin, H-LC35 96 x 72 Twin Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ.• Yes Imps Resistant: No Design Pressure: N/A Other: 5700 is new construction/fin frame; 8050 is replacement/finless frame; All frame and sash components are fabricated from extruded vinyl (PVC). Certification Agency Certificate FL11834 R11 C CAC ADW-01 5700 8050 SH CHS Triple H-LC40 108x84 AAMA APC C6697 01-801-47 odf FL11834 R11 C CAC ADW-01 5700 8050 SH CHS Trion H-LC50 108x72 AAMA APC C6697.01-801-47 pdf FL11834 Rll C CAC ADW-01 5700 8050 SH CHS Twin H-LC35 84x84 AAMA APC C6698 01-801-47 Ddf FL11834 R11 C CAC ADW-01 5700 8050 SH CHS Twin H-LC35 96x72 AAMA APC C6698 01-801-47 Ddf FL11834 Ril C CAC ADW-01 5700 8050 SH H-LC25 48x96 AAMA APC C6699.01-801-47.pdf FL11834 R11 C CAC ADW-01 5700 8050 SH H-LC35 44x96 AAMA APC C6699 01-801-47 Ddf FL11834 R11 C CAC ADW-01 5700 8050 SH H-LC35 48x84 AAMA APC C6699.01-801-47 odf FL11834 R11 C CAC ADW-01 5700 8050 SH H- C50 36x96 AAMA APC C6699.01-801-47 odf Quarity Assurance Contract Expiration Date 03/22/2017 Installation Instructions FL11834 R11 II ADW-08 5700 SH Installation Fin pdff FL11834 Ril II ADW-08 8050 SH Installation Fint ssa f Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11834.14 8100/1100/3100/10/1000/200 Single Hung, Single and Mulled Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: All frame and sash components are fabricated from extruded vinyl (PVC). H-R30-1219x1975(48x78), H-R50*-914x1880 (36x74), H-R50*-2769x1880(109x74), H-R50*-1829x2743 (72x108) Certification Agency Certificate FL11834 R11 C CAC ADW-08 8100 SH LC-PG30 48x78 AAMA APC D9519 01-801-47-r0 Ddf FL11834 R1I C CAC ADW-08 8100 SH LC-PG56 36x74 AAMA APC D9519 01-801-47-r0 pdf FL11834 R11 C CAC ADW-08 8100 SH Mulled Tr LC-PG50 109x74 AAMA APC D9518 01-801-47-r0 Ddf FL11834 R11 C CAC ADW-08 8100 SH Mulled TwSt LC PG50 72x108 AAMA APC D9517.01-801-47-r0.odf Quality Assurance Contract Expiration Date 07/09/2018 Installation Instructions FL i 1834 Rll 1I ADW-08 8100 SH Installation - Finless odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11834.15 9000 Single Hung LC35 48x96, LC45 48x75, LC50 48x75 HP, LC35 108x72 TR, LC50 108x72 TR HP, LC40 96x72 TW, LC40 109x72 TR, LC40 48x108 PW/SH, LC50 48x108 PW/SH HP, LC30 48x108 SH/PW, LC50 48x108 SH/PW HP, LC40 72x108 Transom/TW, LC35 108x96 TR PW/TR SH Limits of use Certification Agency Cerdi icalte Approved for Use In HVHZ: No Approved for use outside HVHZ: yes Impact Resistant: No Design Pressure: N/A Other: All frame and sash components are fabricated from extruded vinyl (PVC). FLI1834 R11 C CAC ADW-00 9000 SH CHS Triple H-LC35 108x72 AAMA APC C5184.01-801-47.Ddf FL11834 R11 C CAC ADW-00 9000 SH CHS Triple H-LC40 109x72 AAMA APC C0073.01-801-47 Ddf FL11834 R11 C CAC ADW-00 9000 SH CHS Triple H-LC50 108x72 AAMA APC C5184.01-801-47i)df FL11834 R11 C CAC ADW-00 9000 SH CHS Triple Stack H-LC35 108x96 AAMA APC C6694 01-801-47 Ddf FL11834 R11 C CAC ADW-00 9000 SH CHS Twin H- C40 9602 AAMA APC C0073 01-801-47 Ddf FL11834 R11 C CAC ADW-00 9000 SH CHS Twin w Tr H-LC40 72x108 AAMA APC C0072 01-801-47 Ddf FL11834 R11 C CAC ADW-00 9000 SH CHS w Tr H- 48x108 AAMA APC C0072 01-801-47 odf FL11834 Rif C CAC ADW-00 9000 SH CHS w Tr H- C50 48x108 AAMA APC C0072.01-801-47 odf FLI1834 R11 C CAC ADW-00 9000 SH H-LC3548x96 AAMA APC B8979.01-901-44-RO odf ELI1834 R1I C CAC ADW-00 9060 SH H-LC45 48x75 AAMA APC B9877 01-901-44-R1_odf FL11834 R11 C CAC ADW-00 9000 SH H-LC50 48x75 AAMA APC C5183 01-801-47 odf F -LIS34 R11 C CAC ADW-00 9000 SH-PW CHS H-LC30 48x108 AAMA APC C518501-801-47 odf FL11834 R11 C CAC ADW-00 9000 SH-PW CHS H-LC50 48x108 AAMA APC C5185 01-801-47 pddf Quatity Assurance Contract Expiration Date 05/ 14/2016 Installation Instructions FL11834 R11 II ADW-00 9000 SH Installation Details Ddf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Contact US :: MI Blair Stone Road Tallahassee li 323" tro rev : 850487-,182 The State of Florida Is an AA/EEO employer. CORYAeht 2007-2013 State of Florida :: Privacy statement :: A=essibaRy Statement :: Refund Sidternent Under P"Ida law, ernall addresses are public records. If you do not want your &-mall address released In response to a publk-records request, do not send electronic mail to this entity. Instead, contact the once by phone or by traditional mall. If you have any questions, please coniad 850.487.1395. 1Pursuant b Section 455275 i), Fbrlda Statutes, effeeUve October i, 2012, licensees licensed under Chapter 455, FS. must Provide the Department with an email address it they have one. The emalls provided may be used for official communication with the licensee. However email addresses are publk record. If you do not wish to supply a personal address, PleaseprovidetheDepartmentwtthanemailaddresswhichcanbemadeavailablebothepublic. To determine if you are a licensee under Chapter 455, P.S., please dickti& IL. Product Approval Accepts: Valdator / Operations Administrator) Atrium Windows & Doors 9001 Ambassador Row Dallas, TX 75247 Attn: Jason Seals AAMA CERTIFICATION PROGRAM The product described below is hereby approved for listing in the neM issue of the AAMA Certified Products Directory. The approval is based on successful completion of tests, and the reporting to the Administrator of the results of tests, accompan ied by related drawings, by an AAMA Accredited Laboratory 1. The listing below will be added to the ne)d published AAMA Certified Products Directory. SPIWIRCATION RECORD OF PRODUCT TEST® AAMANVOMAICSA 101 A.S2/A440-08 LC-PG40'-2743x2134 (108x84)-H COMPANYAND CODE CPO NO. SERIES MODEL & PRODUCT MAXIMUM SIZE TESTEDDESCRiP11ON Atrium Whtdows & Doors 10923 5700=50/105 TRIPLE SH PVCXO/X.O1X.O/X)(OG)" GL) FltAME 2743 mm x 2134 SASH 857 min x 1070 Code: ADW RED"ASTINI) mm mm 9'0" x.7'0") 2'10" x 3'6") 2. This Certification will e)ore May10, 2017 and requires validation until then by continued listing in the current AAMA Certified Products Directory. 3. ProductTested and Reported by. Architectural Testing, die. ReportNo.: C6697.01-801-47 Date of Report. May 17, 2013 Validated for Certification h' 4-11L oci ted Laboratories, Inc. Date: May 30, 2013 Autf>orZed for Certification Cc: AAi1AA JGS ; ACP-04 (Rev. 1/11) American Architectural Manufacturers Association 1}" Eml instal A See N 1j" Ern 1 Minimum f mbedment Installation Anchor See Note 2 i Max Space SPF or Denser 2 MP N A" Max Space 8 Screw See Note 2 Elevation View 1j" Minimum Embedment 2" MAX. Table i — Verified Installations Config. DP (psf) Width (in) Height in) Single Unit (O/X) 50 36 96 Single Unit (O/X) 35 44 96 Single Unit (0/X) 35 48 84 Single Unit (0/X) 25 48 96 NOTES; 1. INSTALLATIONS SHOWN ON THIS DRAWING HAVE BEEN VERIG"lED AS, THE AS-rCSrLi INSTALLATION FOR THC PCRFORMANCL LEVEL SHOWN. INSTALLATION ANCHOR CAPAC.II'Y HAS ALSO HEEN VGRII-1L1) FOR III', ANCHOR SIZE. SUBSTRATE AND INSTALLED CONDITION VERIFIED PRODUCTS ARE LISTED IN iA 1_l7 I. TI-ilS DRAWING APPL.TES ONLY TO THOSE PRODUCTS, 2. [NSTALLAIIO:V ANCHORS SMALL BE NAILS OR 98 PAN HEAD SCREWS OF SUFFICIENT i_F_NGTH TO ACHIEVE MINIMUM EMBEDMENT Of J,5' INTO WOOD FRAMING MEMBER. SCREWS SHALL SATISFY NATIONAL DESIGN SPCC)FTCATION FOR MATERIAL PROPERTIES AND DIMENSIONS, EDGE DISTANCES SHALL BE SUFFICIENT TO PREVENT SPLrrim, P=R THE CURRENT NOS. 3. WOOD TRAMING SHALL BE SPRLICE-PINE-rW (G=0.42) OR DENSER. 4, 1NS'IALL,.ATICtu ANCHORS %HAL.L BE LOCATED WITHIN 1/2' OF THE SPECIFIED LOCATION. 5, MAXIMUM SHIN SPACE SMALL AND 8' MAXIMUM ON CENTER SPACING, 6. THESE INSI-RUCTIONS ADDRESS STRUCTURAL REQINRES'EN'FS ONLY. WINDOWS SHAI..I_ DF INSIALL£D PER ASTM E2112 OR PMA/AAMA 100. 7. SMALLER WINDOWS OF THE SAME CONSTRUCTION AND ERUAL OR LESSER DESIGN PRESSURES ARE COVERED BY THIS DRAWING, B. GLAZING TYPE, GLASS TYPE, AND GLASS THICKNESS ARE. LSTABLISHILD BY -IIiL CER'IIFICAHUN AND SHALL COMPLY WITH REQUIREMENTS OF ASTM E1300. GLAZING 1YPE SHALL DE INSLILA'I-EN6 GLASS, 9. PRODUCTS LISTED iN TADL.E I ARE NOT IMPACT RESISIANT. IF USED IN \IND-8IJRNI- DEBRIS REGIONS, APPROVED PROTECTION DEVICES ARE RCQtjIRED. 10, PRODUCT OR 1NS1'ALLATION IS NOT APPROVED FOR HIGH. VELOCITY HURRICANE. ZONE (HVH U 1}" I Emt Instal Al See N4 2' MAX. 11" Eml Elevation View- 1. 11, MAX. 8' M 2" MAX. 8ee_Note_2 Table 1 - Verified Installations Con fig. OP (psf) Width (in) Height (in) CHS Twin Unit (0/X 0/X) 35 96 72 CHS Twin Unit (0/X 0/X) 35 84 84 CHS Triple Unit (0/X O/X - O/X) 40 108 84 CHS Triple Unit (0/X O/X - O/X) 50 108 72 8" 2' A MAX.. Elevation View NOTES, I. TNSTAL.LATIONS SHOWN ON THIS -DRAWING -HAVE. BEEN VER]f I.LI) AS THL AS- TESTCD INS-I'ALLAI'ION I"UR THE PERFORMANCE LEVEL SHOWN. INSTALLATION ANCHOR CAPACITY HAS ALSO BEEN VERIFIED FOR 'THE ANCHOR S12E, SUBSTRATE AND INSTALLED CONDITION VERIFIED PRODUCTS ARE LISTED IN TABU. 1. THIS DRAWING APPLIES ONLY TO THOSE PRODUCTS. 2. INSTALLATION ANCHORS SHALL BE 88 PAN HEAD SCREWS OF SUF'I'"iCIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT" OF 15' INTO WOOD FRAMING MEMBER. SCREWS SHALL, SAI SFY NATIIJNAL DESIGN SPE.CIF'ICAIION FOR' MATERIAL PROPERTIES AND DIMENSIONS. EDGE DISTANCES SHALL BE MINIMUM 3/8' PER THE CURRLNl NUS. 3. WOOD FRAMING SHALL BE SPRUCE:-PINE-FiP <6=0,42) OR DENSEP. 4 TNSTALLAIiC:J ANCHORS ARE .SHOWN GOING ITHROU.'N CXI'ERIGR FINISH, ANCHOR, MAY RE INSTALLED DIRECTLY INTO WOOD FRAMING Mr.MBFR WITH 3!4' MINiMIJM EMBEDMENT r'IILL REQUIRED. 5. ENSTALLATIGN ANCHORS SHALL BE LOCATED 2' FROM CORNERS AND 8' MAXIMUM ON CENTER ON CENTER SPACING. 6. THESE INSTRUCTIONS ADDRESS STRUCTURAL. PCOUIREMENTS ONLY. WINDOWS S;'ALL BE INS"I'ALI.LD- PER ASTM E2112 OR FMA/AAMA 100. 7: SMALLER WINDOWS OF THE SAML CONSTRUCTION .AND EQUAL OR LESSER .DESIGN PRESSURES ARE COVERED BY THIS DRAWING. 8. GL.AZING TYPE, GLASSTYPE, AND GLASS THICKNESS ARE ESTABLISHED 13Y -IHE CEP1111CATION AND SHALL COMPLY WITH P.EOUIn'LMENTS OF ASTM C1300. GI_A71NG TYPE SHALL BE INSULATING GLASS. 5: PRODUCTS LISTED IN TABLE_ I ARE NOT !MPACT RESISTANT. IF USED IN WIND-BORNE DEBRIS REGIONS. APPROVED PROTEC"TiGN DEVICES ARL RC<aUIRC.IJ. t0: PRODUCT OR INSTALLATION IS NOT APPROVED FOR HIGH VEI_ UCITY HURRICANE ZONE <HVI"12) PF or Den e Max ace Embedment Embedment Max Max IJ— Space Space t See Note 2 SX, MAX. 20" MAX. D Perimeter Seal 20 MAX. 8y Others Q 6" .r MAX. Elevation View Table 1 - Verified Installations ConOg. DP (psf) WIDTH in) HEIGHT in) Single Unit (0/X) 50 36 96 Single Unit (0/X) 35 44 96 Single Unit (0/X) 35 48 84 Single Unit (O/X) 25 48 96 NT.ITES, I. INS'IALLATIUNS SHOWN [IN 'PHIS DRAWING HAVE BEEN VERIFIED AS THE AS -TESTED INSTALLATION FORTH; PLRFORMAFIC"E LEVEL. SHOWN: INSIALLA"r1ON ANCHOR CAPACITY Iil,S ALSD BCEN VFRIFH'D' FUR THE ANCHOR SIZE, SUBSTRATE ANC INST-ALLED CONDITION VERIFIED PRODUCTS ARE LISTED IN TA31..f1. THIS DRAWING APPLIES ONLY TO THOSE: PRODUCTS. 2. INSTALLATION ANCHURS SHALL BE 410 SCRCWS or SUF1'ICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF 1.5' INTO WOOD I"RANING MCMBE'R, SCREWS SHALL SATISFY NATIONAL DESIGN SPECIFICATION FOR MATERIAL PROPERTIES AND DIMENSIONS. EDGE DISTANCES SHALL BE MINIMUM 3/4' PER THE CURRENT NOS. 3, WOOD FRAMING SHALL BE SPRUCE-PINE-FlR'' tGzOAL2 DR DENSER. 4. INSTALLATION ANCHORS SHALL DE LOCATED IN 111E HEAD At 1HE MIDPO NT, AND IN THE JAMOS 6' FRT1M CORNCRS AND 20' MAX CN-CENTCR SPACING THEREAFTER. 5. ANCHORS SHAI..i_ BE LOCAIFIJ WITHIN I/2' I:iF i'HE INDiCATEO LOCATION. SHIM AS REQUIRED Al EACH ANCHOR LOCATION WITH LOAD DEARING SHINS. MAXIMUM ALLOWABLE SHIM SPACE IS 114 6. THESE 'VSTRUCTIONS ADDRESS STRUCTURAL. REQUIREMENTS ONLY. WINDOWS SFIALL BE '.NSTALLCD PER ASTM E21i2 CR FMA/AAMA 100. 7. SMALLER WIN COWS OF THE SAME CONSTRUCTION AND EQUAL OR LESSER DESIGN PRESSURES ARE COVERED BY MIS DRAWING. B. GLAZING TYPE, GLASS TYPE, AND GLASS THICKNESS ARE ESTABLImil.D BY THE CCR1'IFIf,ATII:IW AND SLIAI_L CL1NPt.Y WITH EQUiR.EMENTS OF ASTM E;3W GLAZING TYPE SHALL. BE INSULAl'ING GLASS. 9: PRODUCTS L.ISTEO IN TABLE 1 ARE Nnf IMPACT RESISI'ANf. IF USCD IN WIND-"DORNL DEBRIS REGIONS, APPROVED PROTECTION DEVICES ARE REQUIRED, 10. PRODUCT OR INSTALLATION IS NO[ APPROVED FOR HIGH VELOCITY HURRTCANC ZONE (HVHZ) Perimeter Seal By Others SPF or Den4er Max Space Min.'r Embe50"dment 10 Screw See Note 2 MAX. Seal over sill g" anchor screws MAX. Max Space 1.50" Min. Embedment Elevation View See Note 2 f Midpoint A Y 071'ej1, MAX. Elevation View Table I - Verified Installations Config. DP (psf) WIDTH (in) HEIGHT in) CHS Twin Unit (0/X - ON 35 98 72 CHS Twin Unit (0/X 0/X) 35 84 4 CHS Triple Unit (O/x O/X - 0/X) 40 108 H72CHSTripleUnit (0/X - O/X - O/X) 50 108 NOTES: I. INSTALLATIONS $LIOWN ON Til1S DRAWING }NAVE BEEN VERIFIED AS THE AS -TESTED INSTALLATION FOR THE I'EPTORMANCC LEVEL SHOWN. INSIALLATION ',NCHOR CAPACITY HAS ALSO BEEN VERIFIED FOR THE ANCHOR SIZE, SUBSTRAI'C AND INSTALLED CUNDH ION VERIFIED PRODUCTS ARE LISTED IN TABLE i. THIS DRAWING APPLIES ONLY TO THOSE PRUDUCIS. 2: INSTALLATION ANCHORS SHALL BE a10 SCREWS OF SUFFICIENT LENGTH 'I'fl ACHIEVE MINIMUM EMBEDMENT -OF 1.5' INTO WOOD FRAMING MEMBER, SCREWS SHALL SATISFY NATIONAL DESIGN SPECIFICAT113N FOR MATERIAL PROPERTIES AND DIMENSIONS. EDGE DISTANCES SHAL`1 RE MINIMUM 3/4" PER THE CURRENT NDS, 3, WOOD I'RAMING SHALT. PC SPRUCE--PINE•-F"ER (,G=0.42) OR DENSER. 4, 'INSTALLATION ANCITORS SHALL BE LOCATED THROUGH THE JAMBS 6' FROM CORNERS AND 20' MAX ON-CENTER SI'AC[NG, AND 'IIIRUUGII "ITiL' HEAD AND SILL Al HIE MIDPOINT OF EACH FIXED LITC/SASH OPENING (SEE ELEVATION). SEALANT SHOULD BE PLACED OVER ANCHORS IN THE SIL,. 5. THESE INSTRU'TIONS. ADDRESS STRUCTURAL REQUIREMENTS ONLY, WINDOWS SHALL 13C INSTALLED PER ASTM, C2112 OR FMA/AAMA 100. 6. SMALLER WINDOWS OF ITif SAME: CONSIRLICHON AND EOUAL OR I.ESSCR DESIGN PRESSURES ARE COVERED BY THIS DRAWING. 7. GLAZING TYPE, GLASS TYPE, AND GLASS THICKNESS PIPE ESTABLISHED BY THE CER'rIFICA'fION AND SHALL COMPLY Wil"H REOUIREME, JS CIF ASTM E1300. G1-AZENG TYPE SHALL BE INSULATING GLASS. 0. PRODUCTS LISTED IN TABLE 1 ARE_ NOT IMPACT RESISTANT. IF USED IN WIND-BORNC DEDRIS REGIONS, APPROVED PROTECTION DEVICES ARE REOWPED. 9: PRODUCT OR INSTALLATION IS NOr APPROVED FOR HIGH VCLIJCIIY EIUPRICANE ZONE 04VHL) CITY OF SANFORD BUILDING & FIRE PREVENTION W, 7, - PERMIT APPLICATION i DEC Q 201? Application No: 2 97, / L Documented Construction Value: $ ,5.9 00 Job Address: 0 ' C j S N ' Historic District: Yes No Parcel ID: Residential 0 Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: .11JS74 t L a T dt) q (Z C s7rA/ i l T-1'D A/1JVC Ed tl i pN 6N7- Plan Review Contact Person: 1:2,IA,,2 f 01- e `t, Title: rp -s Phone: Fax: 04 - P-0 Email: i? eom Property Owner Information Name Street City, State Zip: Phone: Resident of property? : Contractor Information Q Name (0_2t C QP i 0 r1oLLQJ Phone: 1 ,3 ell? Street: - b GAR (/k vCRI;' // Fax: City, State Zip: SST C1 OiJ 1) r 1L 3 L/ State License No.: C 4 C l F 6 Name: Street: City, St, Zip: Bonding Company: Address: Architect/Engineer 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: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Signature of Contractor/Agent Date 01Z 4eu Print Owner/Agent's Name Print Contra/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature of Notary -State of Florida Date 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: Occupancy Use: Flood Zone: - Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: of Stories: Plumbing - # of Fixtures, Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application i CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No • %? . y'' Construction Value: $ Job Address: j y L . 5J C LITC'1C"C l 623 41 Historic District: Yes No,® Parcel ID: 2 EaW1- Y)- 5 G -0M E- 01 CQ ResidentialZ Commercial Type of Worn: New Addition Alteration Repair,® Demo Change of Use Move Description of Work: Plan Review Contact Persoln k3 Title: [ n \m = Phone: _-,- j C1 Fax: - 4 Email:g ih Cc 1oc,.Cc cYl Property Owner Information 1 Name p-zzI'?pp 1 r-x,1 '.A."c.nl1I ( Phone: Street: kq on Resident of property?!- V` cp City, State Zip: Cc- l zca.(L F L Contractor Information Name Phone: 4 - sok Street: I Fax: ACA — S O ` M 4 City, State Zip: (DrLac)ao State License No.: Name: Street: City, St, Zip: Bonding Company: Address: Architect/ Engineer 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: 5'" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 18 q 5 r NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing be d;; R pliance with all applicable laws regulating c SignVure of`Owner/Agent n Date Print er gps Name Signa a o; Notary -State of Florida e o4 pu Notary Public State of Florida { yiviana Estela Salvador { p My Commission FF 51429Expires09104/2017 Owner%Agent is Personally Known to Me or Produced ID D (, Type of ID M 2 GS 8 4 U-J4 0 91 0 Signature Print Coni Contractor/ A Produced ID and that all work will 10% aN p b'w5 tonally Known to Me 6r of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building d Electrical d Mechanical d Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING:UTILITIES: ENGINEERING: COMMENTS: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: 5F CVPI ll:-S — Z -Vrpc V fr. s x I l PiD Revised: June 30, 2015 Permit Application TH13 INSTR E:NT PREPARED BY: N ii Ifi i{{{ II ame: ,. ...:- t. : • ,_ a (t:f, Address: I -' I Ea, Y ,-5..., { 1:[J:#: r NOTICE OF COMMENCEMENT `[..I r [; v161-18i906 I :(_ir[;+r:::#: Ii;;ii;=::,-c+:#.:::- Ii:; State of Florida County of Seminole ii 1, Permit Number: L — 2 2Z Parcel ID Number: 2.t 1c1_ (J^ >.A;'—O` QL— C ) The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. GENERAL DESCRIPTION QF IM OWNER INFORMATION: 1 Name: 2 i \ & , Address: _ (, ?> C (-:. Fee Simple Title Holder (if other than owner) N CONTRACTOR; Address: _LL!iZ 1 (t,,U 1 r) 'C 4i i L \ i \-" .M1 V] 1 XZ-A C' t L_ => e _ Zi 2' _ 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)(b), Florida Statutes. Name: tom/ A _ In addition to himself, Owner Designates _ of To receive a copy of the Lienor's Notice as Provided in Section 713. 13(1)(b), Florida Statutes. Expiration Dale of Notice of Commencement (The expiration date 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 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTIO IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENZ` ORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under pe Ities;if I•j , ry, I declare that I have read the foregoing and that the facts stated in it are true to the b/ of o edge and belief. t ' i, Owners Signature Owner's Printed Name Florida Statute 713.13(1)(g): " The owner must sign the notice of commenoement and no one else may be permitted to sign in his or her stead." State of — T_L O rz-i ci_o, County of _ 0_m_r)OiC, _ The foregoing instrument was acknowledged before me this 3 _ day of i l.%Ll `; I 120 I k' try ( M( t " a C— (') t k Who Is personally known to me Name of person making statement / _ OR who has produced identification type of identification produced: _ 17 1`1 V-R_ C. ( LPL M 2-6 5 'e q t - Notary Public State of Florida Viviana Estela Salvador My Commission FF 51429 Expires 09/ 0412017 Nota Signature MARYAj4t[E MORSE j] OFTHEC IT URT D AUG ® 8 2 TROLLER y' SEMIN CO OR to t Fccu+ BY DEPUTY CLERK REQUIRED INSPECTION SEQUENCE Address: Qv14 BUILDING PERMIT Min Max Inspection Descri ttion Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Prepour Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In o Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Firewall Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen Room Final Pool Screen Enclosure Final Single Family Residence If Final Building (Other) ELECTRICAL PERMIT Min Max Ins ectio Desctri ttion Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final QANO Electric Final Min Marx Inspection Descri ttllon Plumbing Underground O Plumbing Sewer Plumbing Tub Set Plumbing Final Min Mays Ina ecttion I<Descri ttion Mechanical Rough O*n I Mechanical Final Min I Max Gas Unde Gas Roug Gas Final ttion REVISED: June 2014 ill Property Record Card 11PAN9% 10AParcel: 25-19-30-5AG-090E-0100 Owner: ZOOM ZOOM AUTO SALES INC ct oiicounrrv.F Property Address: 804 E 8TH ST SANFORD, FL 32771 Parcel Information ! Value Summary Parcel 25-19-30-5AG-090E-0100 Owner ZOOM ZOOM AUTO SALES INC Property Address 804 E 8TH ST SANFORD, FL 32771 Mailing 14638 CROSSTON BAY CT ORLANDO, FL 32824- Subdivision Name SANFORD TOWN OF Tax District S7-SANFORD DOR Use Code 01-SINGLE FAMILY Exemptions Lj Seminole County GIS 2016 Working Certified Values 12015Values Valuation Method I Cost/Market CosttMarket Number of Buildings... __..._._.r 1..1____._---__._..._ Depreciated Bldg Value i $6,645 6,598 Depreciated EXFT Value Land Value (Market) 5,250 5,250 Land Value Ag Just/MarketValue" 11,895 1 $11,848 4--_ Portability Adj i Save Our Homes Adj 0 0 _ Amendment 1 Adj i $0 I $0 P&G Adj 0 0 Assessed Value 1 $11,895 11,848 Tax Amount without SOH: $241.00 2015 Tax Bill Amount $241.00 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE- Non Ad Valorem Assessments Legal Description j E1/2OFLOT 10BLK9TRE TOWN OF SANFORD PB 1 PG 56 I Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 11,895 `; 0 1, 11,895 Schools 11,895 0-! 11,895 City Sanford 11,895 n _ 0 ` 11,895 SJWM( Samt Johns Water Management) 11,895 0 11,895 County Bonds 11,895 0 I 11,895 County General Fund 11,895 0 11,895 Schools 11,895 1 11, 895 City Sanford 11,895 0 ' 11,895J SJWM( Saint Johns Water Management) 11,895q 0 I 11,895 CountyBonds 11,895 0 I 11,895 Page 1 of 2 (15 items) [1] 2 I Sales Description Date Book Page Amount Qualified Vac/Imp No Sales Find ComparatAe Sales Land Method Frontage Depth Units Units Price Land Value l No Land lines Building Information Is Bed/Bath count incorrect? Click Here. Description Year Built Actual/Effective Fixtures Bed Bath Base Area Total SF Living SF Ext Wall Adj Value i Rapt Value Appendages 1 I SINGLE " 1935 3 ' 2 ; 1_0 1,040 1,160 ! 1,040 SIDING 6,645 i 16,613 1 FAMILY GRADE 3 I Description Area OPEN i PORCH 120.00 FINISHED s Permits Permit # Description Agency Amount CO Date Permit Date 02286 RE —ROOF SHINGLES SANFORD 2,400 8/21/2014 99888 50 ARCH MOD IS FOR INWEXT CONDITIONje.__ 1 SANFORD 0 . 4/8l2014 01347 ADDITION RESIDENTIAL i SANFORD i 2 400 • 2/7/2005 01677 ADDITION - RESIDENTIAL iSANFORD I 12 705 1 3/1/2000 L00861 ADDITION - RESIDENTIAL SANFORD } 5,000 ; 1/1/1996 Extra Features i Description Year Built Units Value New Cost No Extra Features COVER LETTER TO: Amendment Section Division of Corporations NAME OF CORPORATION: ZOOM ZOOM AUTO SALES INC DOCUMENT UMBER- P14000075697 ' The enclosed Ardeles ofAmendment and fee are submitted for filing. Please return all correspondence concerning this matter to the following: USAMA MIZHER MIZHER Name of Contact Person ZOOM ZOOM AUTO SALES INC Finn/ Company 14638 CROSSTON BAY CT Address ORLANDO, FL 32824 City/ State and Zip Code UMiZHER c@GMAIL.COM E-mailaddress: (to be used for future annual report notification) For further information concerning this matter, please call: USAMA MIZHER MIZHER at i 321 900.3743 Name of Contact Person Area Code & Daytime Telephone Number Enclosed is a check for the following amount made payable to the Florida Department of State: 35 Filing Fee 13$43.75 Filing Fee & $43.75 Filing Fee & 13$52.50 Filing Fee Certificate of Status Certified Copy Certificate of Status Additional copy is Certified Copy enclosed) (Additional.Copy is enclosed) 1 MailinE Address Street Address Amendment Section Amendment Section Division of Corporations Division of Corporations P.O. Box 6327 Clifton Building Tallahassee. FL 32314 2661 Executive Center Circle Tallahassee, FL 32301 Revision City of Sanford Response to Comments Building & Fire Prevention Division WFIC 11 i ` Ph: 407.688.5150 Fax: 407.688.5152 SEP 2 2 2016 Email: building@sanfordfl.gov rcrmit # I_ 222(--, B-SU.. al Date Project Address: Contact: Ph: 'i C) bSA !;a 401 Email: S{.1 1+7 SC)-nAcoC \k00C . C©ram Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water Department General description of revision: ROUTING INFORMATION Approvals Utilities Waste Water 61- 7- Planning O SS2S ) i. ,S ..; - Engineering Fire Prevention 0 Building -=,4::7' ID "\-I - l - n September 21, 2016 Attention: Building and Fire Prevention Division City of Sanford. Subject: Revision 2 to Plan Reviewer Comments (08/18/2016) Permit No: 16-2226 Project: Interior Residential Alteration Address: 804 East 8th Street, Sanford Florida 32771 Comments: Deficiencies 1- Please provide two (2) copies of a complete and detail scope of work. FBC 107 A: Please see plan A-1. 2- Please provide two (2) copies of a general floor plan, indicating all areas of work. FBC 107 A: Please see plan A-1. 3- Please provide two (2) copies of an electric floor plan detailing what will be replaced/upgraded. FBC 107 A: Please see plan ME-1. Please do not hesitate to contact me if you have any questions or concerns. Sincerely, L1 ` MiPhael Thompson P. 7509 C.A 0930 407) 721-2292 CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION 300 N. PARK AVENUE SANFORD, FLORIDA 32772 PHONE: 407.688.5150 Fax: 407.688.5152 PLAN REVIEW COMMENTS Application Number: 16-2226 Date: August 18, 2016 Contact Person: Contact Fax Number: Contact E-mail Address: elkin(a),sigconstructions.com Project Description: Residential Alteration Job Address: 804 E 8` St The following is a list of the areas of the submitted plans that contained violations of the codes adopted by the City of Sanford and enforced by the Building Division. The violations noted must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal. Changes to construction documents that require an Architect or Engineer's seal must be submitted with the appropriate seal. Provide two copies of affected plan sheets and/or supplemental information as requested. Provide two copies of affected plan sheets and/or supplemental information as requested Permit submittals will not be accepted without two copies COMMENTS: 1. Please provide two (2) copies of a complete and detailed scope of work FBC 107 2. Please provide two (2) copies of a general floor plan, indicating all areas of work FBC 107 3. Please provide two (2) copies of an electric floor plan detailing what will be replaced/upgraded. FBC 107 Incomplete Review** Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Please direct any questions you may have to Steve Fiorey at 407-688-5065 or by E-mail at steve.fiorev@sanfordfl.gov . Office meetings with the plans examiner will require an appointment, arranged by phone or email prior to arrival. Respectfully, Steve Fiorey Residential Plans Examiner 1- Detail by Entity Name Florida Profit Corporation EZZI & MIZHER INVESTMENT INC Filing Information Document Number FEl/EIN Number Date Filed Effective Date State Status Last Event Event Date Filed Event Effective Date Principal Address 14638 CROSSTON BAY CT ORLANDO, FL 32824 Changed: 04/15/2016 Mailing Address 14638 CROSSTON BAY CT ORLANDO,FL 32824 P14000075697 47-1830551 09/12/2014 09/12/2014 FL ACTIVE AMENDMENT AND NAME CHANGE 04/29/2016 NONE Changed: 04/15/2016 Registered Agent Name & Address MIZHER MIZHER, USAMA 14638 CROSSTON BAY CT ORLANDO, FL 32824 Address Changed: 04/15/2016 Officer/Director Detail Name & Address Title P MIZHER MIZHER, USAMA 14638 CROSSTON BAY CT ORLANDO, FL 32824 Title V EZZI, FRANCISCO J. 2113 RICKOVER PL WINTER GARDEN, FL 34787 Articles of Amendment to 1fi Ut rtG ps, Articles of incorporation n ? 1J of ZOOM ZOOM AUTO SALES INC Lams of Corporation as currently flied with the Florida Dept. of Statel P14000075697 Document Number of Corporation (if known) Pursuant to the provisions of section 607.1006, Florida Statutes, this Florida. Profit Corporadon adopts the following amendment(s) to its Articles of Incorporation: A. if amending name, enter the new name of the corporation: EZZI & MIZHER INVESTMENT INC The new na»re must be distinguishable and contain the word "corporation. " "company, " or -Incorporated" or the abbreviation Corp.. "Inc.. " or Co.. " or the designation "Corp. " "Inc. " or "Co ". , A professional corporation frame must contain the word "chartered " "professional association, " or the abbreviation "P.A. " R. Enter new principal office address, if applicabie: Principal office address MUST BE A .STREET ADDRESS ) C. Enter new mailing address, if applicable: Mailing address MAYBE A POST OFFICE AM D. if am_ eliding the registered agent and/or registered office address in Florida, enter the name of the new registered agent and/or the new registered office address: Name of Nety Registered Agent Florida street ad*vss) New Registered Office Address: Florida Pro (Lip Code) New Registered Agent's Signature, if changing Redstered Agent. I hereby accept the appointment as registered agent, 1 am familiar with and accept the obligations ofthe position. Signature of New Registered Agent, if changing Page 1 of 4 i If amending the Officers and/or Directors, toter the title and name of each officer/director being removed and title, name, and address of each Officer and/or Director being added: Attach additional sheets, if necessary) Please note the officer/director title by thefirst letter ofthe office title: P - President: V- Vice President; T= Treasurer, S- Secretary; D= Director; TR= Dwtee; C - Chairman or Clerk; CEO — Chief Executive Officer; CFO = Chief Financial Officer. If an officer/director holds more than one title, list the first letter of each office held. President, Treasurer. Director would be PTV. Changes should be noted in the follmving manner. Currently John Doe is listed as the PST and like Jones is listed as the V There is a change. Mike Jones leares the corporation, Sally Smith is named the V and S. These should be noted as John Doe, PT as a Change, Mike Jones, Vas Remove, and Sally Smith. SV as an Add. Example: X_Change PT Join Dcg• X Remove V Mike Jones X Add SY Sally Smith Type of Action Title Name Addms Check One) 1) _Change V FRANCISCO J. EZZI 2I 13 RICKOVER PL X Add W NTER GARDEN, FL 34787 Remove 2) —Change Add Remove 3 ) —Change Add Remove I 4) —Change Add Remove S) —Change Add Remove 6) —Change Add Remove Page 2 of 4 City of Sanford Residential Alteration / Addition / Renovation F 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: PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS X1 Building Permit Application completed, signed and notarized. I,VA- Floodplain development application completed and signed if any portion of the property is in a flood hazard area as identified on the most current flood insurance rate map. XCopy of a contract, signed by the contractor and the property owner, indicating the documented construction value 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), I 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 form. XCopy of the contractor's license issued by the State of Florida (if contractor is applicant). It,,A- 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). Completed and signed Owner Builder Statement / Affidavit (if owner is applicant). Two (2) copies of all applicable plans and related documentation. An accurate, signed and sealed, property survey which shows all improvements on the subject property and within 10 feet on adjacent parcels. Plot plan showing location of proposed improvement(s) and setbacks to property line(s). May need to include infill lot requirements. Hand -drawn submittals must be submitted on plain white paper and include accurate dimensions, all details that apply to the project, and must be legible. Please see the following pages for construction document submittal guidelines ** Revised: February 2016 Page 1 of S Residential Alter/Add Permit Application Checklist THIS AGREEMENT made 03 day of August, 2016 by and between Sema Investment Group, Inc, hereinafter called the Contractor and Ezzi & Mizher Investment Inc hereinafter called the Owner. Witnessed, that the Contractor and the Owner for the consideration names as follows: Article 1. Scope of the Work The Contractor shall furnish all of the materials and perform all of the work for Interior and exterior renovation to be performed on the property at 804 East 8th Street, Sanford Florida 32771. Article 2. Time of Completion The work to be performed under this Construction Contract shall be completed on 3 months after the County or City permit approval of Building Department time is the essence After the permit submittal to the County or City Construction permit time spent approval will be their responsibility. Article 3. The Contract Price The Owner shall pay the Contractor for the material and labor to be performed under the Contract the sum of $19,500.00 Dollars, subject to additions and deductions pursuant to authorized change order. Article 4. Progress Payments Payments of the Contract Price shall be paid in the manner following: One advance for begin the process permit the sum of $2,500 dollars. After the County or City permit approval for start the construction three additional payments for the sum of $3,500 dollars, according the following items; 1 payment: Electrical -plumbing underground 2 payment: Exterior Windows and Doors 3 payment: Electrical/plumbing installation 4 payment: Drywall -Finished -floors -Paint Interior doors -baseboard A final payment for the sum of $3,000.00 dollars after Substantial Completion of Work Draw Totals $19,500.00 Dollars Article 5. General Provisions Any alteration or deviation from the above specifications, including but not limited to any such alterations of deviation involving additional material and/or labor costs, will be executed only upon written order for same, signed by Owner and Contractor, and if there is any charge for such alteration or deviation, the additional charge will be added to the contract price of this contract. If payment is not made when due, Contractor may suspend work on the job until such time as all payments due have been made. A failure to make payments for a period in excess of 3 days from the due date of the payment shall be deemed a material breach of this contract. In addition, the following general provisions apply: 1. All work shall be completed in a workman -like manner and in compliance with all building codes and other applicable laws. 2. The contractor shall furnish a plan and scale drawing showing the shape, size dimensions, and construction and equipment specifications for home improvements, a description of the work to be done and description of materials to be used and the equipment to be used or installed, and the agreed consideration for the work. 3. To the extent required by law all work shall be performed by individuals duly licensed and authorized by law to perform said work. 4. Contractor may at its discretion engage sub -contractors to perform work hereunder, provided Contractor shall fully pay said sub -contractor and in all instances remain responsible for the proper completion of this Contract. 5. Contractor shall furnish Owner appropriate releases or waivers of lien for all work performed or materials provided at the time the next periodic payment shall be due. 6. All change orders shall be in writing and signed both by Owner and Contractor, and shall be incorporated in, and become part of the contract. 7. Contractor warrants it is adequately insured for injury to its employees and others incurring loss or injury as a result of the acts of Contractor or its employees or sub- contractors. 8. Contractor shall at its own expense obtain all permits necessary for the work to be performed. 9. Contractor agrees to remove all debris and leave the premises in broom clean condition. 10. In the event Owner shall fail to pay any periodic or installment payment due hereunder, Contractor may cease work without breach pending payment or resolution of any dispute. 11. All disputes hereunder shall be resolved by binding arbitration in accordance with rules of the American Arbitration Association. 12. Contractor shall not be liable for any delay due to circumstances beyond its control including strikes, casualty or general unavailability of materials. Signed this 03 day of August, 2016 Name of Owner: C By (Signature): r Name of Owner: By (Signature): N M z 1Ee Name of Contractor: m R. Se ur By (Signature): Street Address: 8421 South Orange I. City/State/Zip: Orlando Florida 32809 Telephone No.: 407-716-5997 Contractor's License No.: CGC1515623 Trail Suite 211 7 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ _ i S Job Address: S ! Historic District: Yes No .[-] Parcel ID: Residential Q__'Commercial Type of Work: New Addition Alteration El. 2epair 9Demo Chae of Us_e 0 ove Description of Work: Plan Review ntact Person: Title: Phone: Fax: Name Email: Property Owner Information Phone: Street: Resident of property? City, State Zip z r..Co.nractor Information City, State Zip: Name: Street: City, St, Zip: Bonding Company: Address: State License No.: -L/360 'F0 Architect/Engineer 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: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application If tP +J 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. k1. 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 time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with .all applicable laws regulating construction and zoning. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Signs q on for/Agent Da Print Cont ractorrt4ggent's N{ y- m e d — Signature of DEBBIE BIANTON MY COMMISSION # FF 179648 EXPIRES: February 25, 2019 ud ;;•' Bonded Thru Notary Public Unde wril.1 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: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes No APPROVALS: ZONING: of Heads UTILITIES: Flood Zone: of Stories: Plumbing - # of Fixtures. Fire Alarm Permit: Yes No WASTEWATER: ENGINEERING: FIRE: BUILDING: COMMENTS:— — — — -- — - -- --- Revised- June 30, 2015 Permit Application LT Electric Services Electrical Contractor from the ground Up Ezzi & Mizher Investnt Inc Francisco Ezzi 2113 Rickover PL Description Date Estimate No. 9/8/2016 125 Scope of work: The work of this division consist of furnishing all plant labor, materials, equipment, supervision, and performing all operations required to complete all items of work in accordance with these specifications, applicable drawings and all other applicable portions of the complete contract documents.Job Site: 804 E 8th St, Sanford, FL 32771 Specification: Proposal is based on the submitted yn/ electrical drawings as requested by the building manager/owner/general contractor. With revisionin wi the 2011 NEC. E14ectrical re -wiring whole house, Low voltages, and temporal power. Labor and Materia,385.00 Warranty: We guarantee for (1) year against defe aterial and workmanship. Failure due to misuse, vandalism, fire, damage and/or natural causes is not covered by this warranty." Payments are to be made as follow: $1,5000.00 signed, and $835.00 final., any deviations from the terms this contract must be recorded on a change order form which is signed and approved by the home/business owner. Work is to be invoiced upon completion. Payment is due five (5) days from receipt of the invoice. A finance charge of 1.5% per month will be charged on all invoices not paid within 30 days. All work is to be done in professional manner according to standard practices. Any Alteration or deviation from above specifications involving extra costs will executed Only upon written orders and will become an extra charge over and above this proposal LT ELECTRIC SERVICES, DBA:Marsota All agreements contingent upon strikes, accidents or delays beyond our control.LT Electric Services workers are fully covered by Workers Compensation Insurance. Owner agrees to liability for costs of collection, including attorneys' fees. Due to uncertainties in commodity markets this proposal is subject to pricing reviews. For the duration of the job. LT Electric Services reserves the right to withdraw this proposal at any time. Acceptance of Proposal, the above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined above. Accepted by ( c ' Date / 1' O Y - Zol Accepted Name The proposal is void if not accepted in writing within 30 days after this date. Acceptance shall be effective upon receipt of contract by Seller. in consideration of the material and/or installation of the above job described, the undersigned guarantees payment of the amounts contained herein City of Sanford Building & Fire Prevention Division T-Pole Permit Card PERMIT NO. 16-0 A ISSUE DATE: Ito CONTRACTOR: JOB ADDRESS: TYPE OF WORK: Post this permit in a conspicuous location outside Leave all work uncovered until inspected and approved Approved plans must be posted with permit for inspection Permit expires 6 months from date of issue or last approved inspection PROTECT FROM WEATHER All 'T-Poles limited to 60 amps MAX (unless authorized by the Building Official) ELECTRIC INSPECTION TYPE APPROVED REJECTED INSPECTOR T-POLE FINAL WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: IN ADDITION TO THE REQUIREMENTS OF THIS PERMIT, THERE MAY BE ADDITIONAL RESTRICTIONS APPLICABLE TO THIS PROPERTY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY, AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES OR FEDERAL AGENCIES FBC105.3.3 REVISED: OCTOBER 2014 Inspection Line:.855.541.2112 TO SCHEDULE AN INSPECTION: Dial855.541.2112 Provide the items requested during the message The type of inspection requested must be scheduled under the appropriate permit type Follow the prompts PLEASE NOTE: Inspections scheduled by 3:30 p.m. will be conducted the next business day. If you experience difficulty, please call 407.688.5150 Monday - Thursday 7:30 am - 5:30 pm for assistance. - AUTOMATED INSPECTION SYSTEM CODES ELECTRIC T-POLE FINAL 215 Miscellaneous Notes: REVISED: OCTOBER 2014 Inspection Line: 855.541.2112 FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Page 2 Application Number . . . . . 16-00002986 Date 11/07/16 Property Address . . . . . . 804 E 8TH ST Parcel Number . . . . . . . . 25.19.30.5AG-090E-0100 Application description . . . ELECTRIC PERMIT APPLICATION Subdivision Name . . . . . . TWN OF SANFORD (TRAFFORDS MAP) Property Zoning . . . . . . . SINGLE FAMILY Permit . . . . . . ELECTRIC PERMIT-ALTER/ADD/FIX Additional desc TPOLE Phone Access Code 960948 Permit pin number 960948 Required Inspections Phone Insp Seq Insp# Code Description Initials Date 1000 215 EL04 TEMPORARY POLE / / I FORM R405-201 RECORD COPY FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida De rtment of Business and Professional Regulation - Residential Performance Method Project Name: 51G CONSTRUCTION 8TH ST BuilderName: o\_DING Street: 8 E 8TH ST Permit Office: City, State, Zip: S ANFORD FL, 32771 Permit Number# ' 6 - 2 2 2 6 SANF ORDOwner: f Jurisdiction: Design Location: FL, Orlando County:: SEMINOLE (Florida Climate Zone 2) 1J 1. New construction or xisting New (From Plans) 9. Wall Types (1152.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=11.0 1152.00 ft2 l b. N/A R= ft2 3. Number of units, if rt iultiple family 1 c. N/A R= ft2 4. Number of Bedroom 3 3 d. N/A R= ft2 10. Ceiling Types (1040.0 sqft.) Insulation Area 5. Is this a worst case. No a. Under Attic (Vented) R=30.0 1040.00 ft2 6. Conditioned floor ar a above grade (ft) 1040 b. NIA R= ft2 Conditioned floor ar a below grade (ft2) 0 c. ct R= ft22 11. Ducts R ft 7. Windows(137.3 sq Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 208 a. U-Factor: Dbl, U=0.32 137.33 ft2 SHGC: SHGC=0.28 b. U-Factor: N/A {t2 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 24.0 SEER:15.00 c. U-Factor. N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 24.0 HSPF:8.50 SHGC: Area Weighted Averfge Overhang Depth: 2.141 ft. Area Weighted Aver$ge SHGC: 0.280 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1D40.0II sqft.) Insulation Area EF: 0.940 a. Raised Floor R=2.0 1040.00 ft2 b. Conservation features b. N/A R= ft2 None c. N/A R= ft2 15. Credits Pstat Glass/ Floor Area: Total Proposed Modified Loads: 38.92 0. 132 Total Baseline Loads: 39.91 1 I hereby certify that the this calculation are ir plans and specifications covered by compliance with the Florida Energy Review of the plans and F Sr T specifications covered by this Code. Calculation indicates compliance PREPARES i3 : with the Florida Energy Code. - 4„ o Before construction is completedw DATE: - ,' this building will be inspected for compliance with Section 553.908 , y ,,. ; :•: I hereby certify that this with the Florida Ener building; as designed, is in compliance y Code.CU Florida Statutes. t4 OWNER/ AGENT: BUILDING OFFICIAL: DATE:----_._-- DATE:----------.--------------.__----__._.__-__ Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory-s aaled in accordance with R403.2.2.1. Compliance requiies an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report: in actor Jance with R402.4.1,2. Compliance with proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordan a with Section 803 of RESNET Standards, is not greater than 0.030 On for whole house. 9/ 22/2016 8:$1 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2014 I PROJECT Title: SIG CONSTRUCTION 8TH S Bedrooms: 3 Address Type: Street Address Building Type: Us Br Conditioned Area: 1040 Lot # Owner: Total Stories: 1 Block/SubDivision: of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 804 E 8TH ST Permit Office: Cross Ventilation: County: SEMINOLE Jurisdiction: Whole House Fan: City, State, Zip: SANFORD , Family Type: Single-family FL, 32771 New/Existing: N From Plans) Comment: CODE COMPLIANCE 405-2014 CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Lc cation TMY Site Zone % 2.5 % Winter Summer_ Degree Days Moisture FL, Ork 97.5 M ndo FL_ORLANDO INTL AR 2 41 91 70 75 526 44 Range Medium BLOCKS Number Name Area Volume 1 BIc ck1 1040 8320 SPACES Number flame Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 Main 1040 8320 Yes 4 3 1 Yes Yes Yes FLOORS Flooi Type Space R-Value Area Tile Wood Carpet _ 1 Raised Floor Main ____ ____ 1040 ft' 2 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gabl 3 or shed Composition shingles 1127 fN 216 ft2 Medium 0.85 No 0.9 No 0 22.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Fu I attic Vented 300 1040 ft' N N CEILING Ce ling Type Space_ R-Value_ Ins Type Area _ Framing Frac Truss Type_ _ 1 Lln er Attic (Vented) Main 30 Batt 1040 ft' 0.11 Wood 9/22/2016 8:31 AM I EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 r1RRA PAnr%-7(11d WALLS A jacent Cavity Width Height Sheathing Framing Solar Below Wa11.Type-__-•---_---Space R=Vatue.-.__ .Ft In.-.._.-.Ft._--1n----.._Area..__-.R-Yalue-Eraction_-Absor Grade%a._ T 1 S Ext nor Frame - Woodt Main 11 22 8 176.0 ft2 0.5 0.23 0.400000 0 2 S Ext rior Frame - Wood Main 11 20 8 160.0 ft2 0.5 0.23 0.400000 0 3 E Ext dor Frame - Wood Main 11 20 8 160.0 ft2 0.5 0.23 0.400000 0 4 N Ext riot Frame - Wood Main 11 22 8 178.0 ft2 0.5 0.23 0.400000 0 5 E Ext rior Frame - Wood Main 11 10 8 80.0 ft2 0.6 0.23 0.400000 0 6 N Ext nor Frame - Wood Main 11 20 8 160.0 R2 0.5 0.23 0.400000 0 7 W Extirior Frame - Wood Main 11 30 8 240.0 ft2 0.5 0.23 0.400000 0 WINDOWS Orientation shown is the entered Pro osed orientation. Wall OverhangVOrntIDFramePanesNFRCU-Factor SHGC Area Depth Separation Int Shade Screening 1 S 1 Vinyl low-E Double Yes 0.32 0.28 21.0 ft2 1 ft 4 in 0 ft 6 in Drapes/blinds None 2 S 1 Vinyl Low-E Double Yes 0.32 0.28 6.0 ft2 1 ft 4 in 0 ft 6 in Drapes/blinds None 3 S 2 Vinyl Low-E Double Yes 0.32 0.28 17.8 ft2 6 ft 0 in 0 ft 6 in Drapes/blinds None 4 S 2 Vinyl Low-E Double Yes 0.32 0.28 6.0 ft2 6 ft 0 in 0 ft 6 in Drapes/blinds None 5 E 3 Vinyl Low-E Double Yes 0.32 0.28 12.0 ft2 1 ft 4 in 0 ft 6 in Drapes/blinds None 6 N 4 Vinyl Low-E Double Yes 0.32 0.28 12.0 ft2 1 ft 4 in 0 ft 6 in Drapes/blinds None 7 N 4 Vinyl Low-E Double Yes 0.32 0.28 9.0 ft2 1 ft 4 in 0 ft 6 in Drapes/blinds None 8 N 6 Vinyl Low-E Double Yes 0.32 0.28 14.0 ft2 1 ft 4 in 0 ft 6 in Drapes/blinds None 9 N 6 Vinyl Low-E Double Yes 0.32 0.28 9.0 ft2 1 ft 4 in 0 ft 6 in Drapes/blinds None 10 W 7 Vinyl Low-E Double Yes 0.32 0.28 15.6 ft2 1 ft 4 in 0 ft 6 in Drapes/blinds None 11 W 7 Vinyl Low-E Double Yes 0.32 0.28 15.0 ft2 1 ft 4 in 0 ft 6 in Drapes/blinds None INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000254 693.3 38.06 71.58 1855 5 HEATING SYSTEM Syst Type Subtype Efficiency_ Capacity Block _Ducts 1 Ele m ric Heat Pump - None HSPF:8.5 24 kBtu/hr 1 sys#1 COOLING SYSTEM Syst am_ Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Cen ral Unit - ^- None T SEER: 15 24 k8tu/hr 720 cfm 0.75 1 sys#1 9/22/2016 8:31 AM I EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 HOT WATER SYSTEM 5 tem Type SubType Location EF Cap_ Use v -- SetPnt Conservation 1 El ctric None Maln 0.94 50 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cart # ompany Name System Model # Collector Model Area Volume FEF None one ft2 DUCTS Supply - Return --- Air CFM 25 CFM25 HVAC # V # L tion R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 208 ft' Attic 52 ft' Prop. Leak Free Main cfm 31.2 Cfm 0,03 0.50 1 1 TEMPERATURES Programable Therm stat: Y Ceiling Fans: Cooling Jan Venting Jan Feb Mar Feb Mar Apr Apr Ma Jun Jul May X JAu Se Qct Nov Dec X Jun Jul Aug Sep OctctX Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling ( WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM808078787878787878787878Cooling ( WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM787878787878787878787878Heating ( WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM686868686868686868686666Heating ( WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM686868686868686868686666MECHANICAL VENTILATION Type --_ -- Supply CFM _ Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System- None 0 0 0 1 - Electric Heat Pum 0% 1 - Central Unit 9/ 22/2016 8:31 AM I EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 LEGAL DESCRIPTION. EAST 1/2 OF LOT 10, BLOCK 9, TOWN OF SANFORD, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 1, PAGE 56, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. W n 804 EAST 87H STREET SANFORD, FL. LONG SURVEYING, INC. Long Surveying, Inc. Specializing in Residential Surveying" LB No. 7371 1061 S. Sun Dr. Ste. # 1113 Lake Mary, FL 32746 Office 407-330-9717 or 407-330-9716 Fax 407-330-9775 www.longsurveying.com LIPANN BN CHECKED B1^ KZR BRETT CER WW M. EZZI AND MIZHER INVESTMENT, INC. 10294 PANEL• SUFFIX.• F.IRM. DAZE: 0070 F 09/28/07 FLOW ZONE SURWEY Na FIELD DAIS, 74258 07/28/16 t 5oundary Survey LOT 9 I N 90VO'00" E 58.50TD&CJ I cl b 11.3' ONE S70RY 004 LOT 10 BLOCK 9 423' sr M/ w 58 50(D] .' c I S 90'00 00 w W L. .. 5a50rD&:C7 CONC LW. g g Eop 1 I I ti 3 I I e I 99 I pgl I y I I I i Q S 90130100' W j 5& 50TP] —__ 57.53rMJ I 1 EAST 87H STREET 60' R/W) LOT 6 G r+ N 1.0' l J U U V) e I L F I c LOT 5 74.00TPJ N 90'00'00" E I tbQ {A 131.00TPJ I 131.85TM] I I 8 I NS I I I EOP I I I I t - _ 90 DD'00 W— I 229.50TP&CJ j 3 I I 000 a I A8 I 1 V) I I fir' 1 o Q LOT 1 I I I I 1 4 AE- AIR COND17IONER ALLEY EASEMENT B.C. SLOpf CORNER BLIC BLOCK C.B. CONCRE7E BOCK C.B.S. COACRL17E BLOCK STRUCTURE CM. CONOR£7E hONUMENT COMIC CANCRVE D DEED D.E. DRAINAGE EASEMENT E.O.P. EDGE OF PAVEMENT F.C.C. FOUND CROSS CUT F.F.E. FINISHED FLOOR ELEVA7M FAD FOUND b. IDENTIFICA T70N I.P.- IRON PIPE 1. R IRON ROO i.R.0 IRON ROD & CAP L ARC LENGTH L.B. LAND SURWEYING BUSYNESS L.S. LAND SURVEYOR LE LANDSCAPE EASEMENT M MEASURED M.E. MAINTENANCE EASEMENT N&O NAIL AND DISK P PLAT P.E. PEDESiRUN EASEMENT P.C. PONT OF CURVATURE P.C.C. POINT OF COMPOUND CUR VA TARE Ar-A PERMANENT COW7R(K POINT AL PROPERTY LINE P.O.B. POINT OF BEGINNING P,O.0 POINT OF COMMENCEMENT P.O.L. POINT ON LINE P.R.0 POINT OF REWERSE CURVE P.R.M. PERMANENT REFERENCE MONUMENT P.D.A.E. PRIVA7E DRAM/AGE AND ALLEY EASEMENT P. T. POINT OF TANGENT R RADIUS RaR/W RIGHT OF WAY SIDEWALK U.E. U7TLITY EASEMENT W.F.S. WOOD FRAME STRUCTURE R1OHT--OF-W4Y LINE rE CENTERLINE BARB WRE FENCE MOOD FENCE a f CHAIN LINK FENCE i- PLAS77C FENCE BEARINGS SHOWN HEREON ARE BASED UPON THE CENTERLINE OF EAST 8TH STREET BEING S 90'00'00" W ASSUMED — NO7ESr 1) fib surrey /s based on the leg& desc*t/on ae proNded by the Client 1) This Surrslor has not obstructed the land shown hereon for easorrrents, rights of way or restrictions of record which may affect the title or use of the land 5) Do not reconstruct property linos from bulding Use 4) No loothg of overhangs ham boor located except as Mown 5) No -p vm-onts or utilities ham been located except as Mown 6) Not valid without a elgnature and the authenticated electronic sod or the orlgbral raised seal of a F7ordda licensed SLvreyar and Mapper Cord6ga ; I certify that this whey was made under my d:roctim and that Tt m tq M0, Ininum technical standards set IortA by the oC d Land Save av and Mappers h OriapFeir,i 7 AdmMistrotim Cod4 No. 5910 O P: T P P, s l oRio ONA .............. • LEON L. HAMPTON P.S.M. NO. 5910