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HomeMy WebLinkAbout303 Nations RdT` CITY OF OCT n 3 2018 Building & Fire Prevention DivisionSkNFORDPERMITAPPLICATION FIRE. 0 =„PThlE N T I 3ApplicationNo: 36345 75 Documented Construction Value: $ Job Address: -- 3o-2, n)A-nays Historic District: Yes No2 Parcel ID: 31. l4 , 31. 360, 0ozo , o0oo Residential2rCommercial Type of Work: NewlaAddition Alteration Repair Demo Change of Use Move Description of Work: e9-v5rrzue.T 'bvPtje-x Plan Review Contact Person: 9tc.,+Ae,,,, SEe- Title: Co,vn2A rD2 Phone: q07. ?zl . yg9q Fax: q07. 330, 39 8y Email: RieM % _ StE(2 Nrih. (0" Property Owner Information Name 6-1)WoS 36o FOa-Mea..L4 iyEW 7YLi atS Phone: Y-07 r 32-3. 34 30 Street: ' 312. w. 1 S ST; Resident of property?: xi City, State Zip: 6A.MFq2,.b FL- 3Z?7 1 Contractor Information Name homes 6wtw " nau LLL Phone: `10?. ZZ 1. 1!q g!j Street: 190 8b t1ji4 ZT- Fax: ;qo). 323, logg City, State Zip: F't- 3 z7 7 ( State License No.: Gg c. / Z tta 738 Architect/Engineer Information Name: 92a=&- A) kPPL4 Phone: kQ7. f,4.7. 96Gy Street: Po, 9,Ot No/ City, St, Zip: wwTt - PAz K FL 32 ? o Fax: E- mail: Toiw DaAkE Q GReX-WA? te /1'ee-41T8'CTVa'C, Go.", Bonding Company: A,1A Mortgage Lender: .CIA 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 reb lating 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: 6`' Edition (2017) Florida Building Code 00"% Revised: January 1, 2018 S — ' , t Permit Application a 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. S* a Date Signature of Contract—or/Agent Date Print Owner/AgentfsName WJ21 / 0' 9-s -doff Owjier/. 176 State of1i#* C HESS MY COMMISSION # GG117F46 EXPIRES June 21, 2021 Personally Known to Me or Type of ID O 1 d fAR-'b L SCE - Print Contactor/Agent's Name Sig t $tlA ota .ry-State of Florida : H ESS Dat i:iY GG117646 e,'w,r EX?1Rc:S.•+.; '1.2021 Contractor/Agent is Personally Known to Me or Produced ID Type of ID co,; BELOW IS FOR OFFICE USE ONLY Rt quired: Building [9 Electrical ® Mechanical [2r PlumbingZ Gas Roof Construction Type: Nlpy Occupancy Use: 123 Flood Zone: Y-5 Total Sq Ft of Bldg: 1339 Min. Occupancy Load: -1 # of Stories: 1 New Construction: Electric - # of Amps 15"9 Plumbing - # of Fixtures I q Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: to S "I UT ITIES: Fire Alarm Permit: Yes No WASTE WATER: ENGINEERING: "liC 10-t`1 FIRE: BUILDING: COMMENTS: lations per approved PD. Ok to construct duplex as sh own on plan. Meets area and dimension regu Revised: January 1, 2018 Permit Application OCT 0 3 2018 CITY OF Lk SkNFORD Building & Fire Prevention Division PERMIT APPLICATION FIRE 0E1111%PThlii-_rd i Application No. jC7i Documented Construction Value: $ 70 . Job Address: @p - 30-2, A)A-nows Historic District: Yes No©' Parcel ID: 91. Iq . 31. 300, 007_0 , o00o ResidentialErCommercialF] Type of Work: NewlaAddition Alteration Repair Demo Change of Use Move Description of Work: &s-tnuear- DvPc x Plan Review Contact Person: 9tu-1, e,-.,, $-E Title: eonimd_c_"A1__ Phone: q07. ZZI . ygt99 Fax: q0. Mo. 31 8q Email: RieHAZZs _ SEEt? Avfwt, 09-6 Property Owner Information Name Ei}IwoS 36o OILtAeaX-4 /yEW 7Y1.49E_S Phone: tta'7, 3Z3. 34310 Street: 312- W. ! is— S ' ST. Resident of property? : wo City, State Zip: 5&1r42,.h F1- 3Z771 Contractor Information Name home-, Qw= ueznau L.L.L Phone: '107. ZZ1. 41g9J Street: 130 8buV14 61' Fax: Llo. 108q City, State Zip: Ft- 3z7 7 ( State License No.: C-ge- 12,1n 738 Architect/Engineer Information Name: ilgiErnu A-P('L49 ke-Wtr Phone: '{07. f,L(7. -98q Street: E?o, 9-,0t ltfol Fax: City, St, Zip: wean; - PA-i- FL 32 7qo E-mail: acifo ngAkE Q 6RZeW 1?Ae /} euiyT G'vrZE. com Bonding Company: /,A Mortgage Lender: NIA Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6`h Edition (2017) Florida Building Code Revised: January 1, 2018 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-ofthe-foregoing information isaccurate and -that alrwork will - be done in compliance with all applicable laws regulating construction and zoning. Si a e f j Date V' C, .il i l l L Print Owner/Agentrs Name State 002Nk C MESS MY COMMISSION # GG117F46 EXPIRES June 21, 2021 Ow)rler/> is,._ Personally Known to Me or P duc4d 10D = Type of ID C I A O "'z C Signature of Contractor/Agent Date l64Azz, L Sr e Print Contractor/Agent's Name Sig tt lst7 . otary-State of Florida HESS Dat MY : IaiR:::$! 'V = GG117646 EX.: ES .' ,= e '1, 2021 Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures. Fire Alarm Permit: Yes No UTILITIES: Ia ' y WASTE WATER: BUILDING: Revised: January 1, 2018 Permit Application REQUMED INSPECTION SEQUENCE Bpff- I NG PERM 7 rnsmecfloill DescrA tfon.' Footer / Setback Remwall 1 10 Foundations /Form Board -Survey I C) Slab /Mono Slab. Pkpour Lintel / Tie- Beath / Fill Down Cell 70 Sheathing -L Walls- 1?0 J Sheathing -L, Raof. I Roofof Dry 1-h I- qO Framer Insulation Rough in So Firewall Screw Pattern Drywall / Sh3etrock Lath Ins pectfon Final Solar Final Final Stucco /.Siding Insulation Final Final Utility; Buifding- j Final Door I Finaf- Window Final Screen'.Room Final. Pool Screen Enclosure. Mobile Home Building- Final Pre: Demo Final Demo. Final Single jEamil'y Residence. Final. Building (Other) Address: Nam I max i lnspecfion DescL121flom Electric. Underground Fo`otei [Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final Mm Max. j YBs2e flom DesEEA:Eflon Plumbing Underground Plumbing Sewer Plumbing Tub. Set I Plumbing Final Our Bonn Max lnsjgec lonn Descrileflon to Mechanical Rough low Mechanical. Final min max MR, WON? 4n®nn Gas Underground Gras Rough Gas. Final REVISED., Jbne 2014 CITY OF S,kNFORD PLANNING & DEVELOPMENT SERVICES DEPARTMENT Flood Zone Determination Request Form Name: Richard See Firm: Homes Construction LLC Address: 109 Bolivia Court City: Sanford State: FL Zip Code: 32771 Phone: 407.221.4989 Fax: 407.330.3984 Email: richard-see@ntm.org Property Address: 303 Nations Road Property Owner: Ethnos 360 Parcel identification Number:31-19-31-300-0020-0000 Phone Number: 407.221.4989 Email: The reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) IvwP re w r* '.GL" i '? ,p u r p, C. OFFICIAL 'USEONLY n a Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0070 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: 0 floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone `A', the best available information used to determine the base flood elevation is: BP# 18-4134 Reviewed by: Michael Cash, CFM Date: October 16, 2018 CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW * * CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 5/2/2017 PERSON: SEE FEIN: 533352567 BUSINESS NAME AND ADDRESS: HOMES CONSTRUCTION LLC 190 BOLIVIA COURT SANFORD FL SCOPE OF BUSINESS OR TRADE: 32771 Licensed Building Contractor Licensed Roofing Contractor EXPIRATION DATE: 5/2/2019 RICHARD L IMPORTANT: Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt... apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS? (850)413-1609 NTM Homes tt. 9.28.2018 There is a verbal agreement between Ethnos360 and Homes Construction LLC to construct a duplex at 301-303 Nations Road. The total cost of the project is estimated at $ 140,000. K zzz- - nc. UkA NTM Homes Homes Construction LLC SERVING THOSE WHO HAVE SERVED 407.330.1505 - fax:407.330.9084 • ntmhomes.org ETHHCS i RICK SCOTT, GOVERNOR U INNII IAN /A( 111 M, •,I ( 141 I'ARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD THE BUILDING CONTRACTOR HEREIN IS CERT WIE:D UNDER TH PROVISIONS OF CHAPTER 489, FLORIDA 51-ATUTES SEE, RICHARD LLOYD HOMES CONSTRUCTION l_l_C: 190 BOLIVIA COURT SANFORD FL.32771 LICENSE NUMBER: CBC1250738 EXPIRATION DATE: AUGUST 31, 2020 Always verify licenses onlineat MyFloridal,lcense.com Do not alter this document in any form. This is your license. It is unlawful far anyone other th.m the licensee to use thl% document. I, i b- National Flood Hazard Layer FIRMette I cci 0 250 500 1,000 1,500 2,000 FEMA Legend SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT Without Base Flood Elevation (BFE) Icne A. V, A99 SPECIAL FLOOD With BFE or Depth HAZARD AREAS Regulatory Floodway tuna AE. AO, AN, VE. AR 0.2% Annual Chance Flood Hazard, Areas of 1% annual chance flood with average depth less than one foot or with drainage areas of less than one square mile Future Conditions 1% Annual Chance Flood Hazard . Area with Reduced Flood Risk due to OTHER AREAS OF Levee. See Notes. FLOOD HAZARD Area with Flood Risk due to Levee O SCREE Area of Minimal Flood Hazard 1-7= Effective LOMRs OTHER AREAS Area of Undetermined Flood Hazard <... GENERAL - — — - Channel, Culvert. or Storm Sewer STRUCTURES urnunllu Levee, Dike, or Floodwall e 2Q•2 Cross Sections with 1%Annual Chance t s Water Surface Elevation G-- — — Coastal Transact Base Flood Elevation Line (BFE) Limit of Study Jurisdiction Boundary Coastal Transact Baseline OTHER Profile Baseline FEATURES Hydrographic Feature Digital Data Available No Digital Data Available MAP PANELS ® Unmapped This map complies with FEMA's standards for the use of digital flood maps If it is not void as described below. The base map shown complies with FEMA's base map accuracy standards The flood hazard information Is derived directly from the authoritative NFHL web services provided by FEMA. This map was exported on b. 4j 201% at 36;54 PM and does not reflect changes or amendments subsequent to this date and time. The NFHL and effective Information may change or become superseded by new data over time. This map image Is void If the one or more of the following map C. elements do not appear: base map Imagery, flood zone labels, legend, scale bar, map creation date, community Identifiers, A FIRM panel number, and FIRM effective date. Map Images for unmapped and unmodernized areas cannot be used for o regulatory purposes v 9 National Flood Hazard Layer FIRMette FEMA Legend 28°48'18.15"N SEE FIS AEPORTFOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT 3 ! , ; • Without Base Flood Elevation (BFE) SPECIAL FLOOD With BFE or Depth n .k HAZARD AREAS Regulatory Floodway xune Ar A0. al. VE: AR 0.2% Annual Chance Flood Hazard, Areas i of 1% annual chance flood with average depth less than one foot or with drainage 3 * ( A areas of less than one square mile , f it j* x ` . Future Conditions 1%Annual 4 is ! N I 1 : - Chance Flood Hazard ',— Area with Reduced Flood Risk due to OTHER AREAS OF Levee. See Notes..'-- IrIiL_ • Area with Flood Risk due to Leveez ne oFLOODHAZARD r fi 'a _ _ „ . .• o scREE Area of Minimal Flood Hazard Ion. x Effective LAMRs s- f ¢ ° r1r `. ice^ OTHER AREAS Area of Undetermined Flood Hazard zone I GENERAL - Channel, Culvert, or Storm Sewer I f ! e • } ;i i STRUCTURES Inuluulu Levee, Dike, or Floodwall zD'1 Cross Sections with 1%Annual Chance 1 i 8 1).1r17.0070F -A E0090F +T•s Water Surface Elevation eff. 9 ' 8/• U07 r '' • { off` '' 0 Q- - - Coastal Transect e I • tr A' a Base Flood Elevation Line (BFE) Limit of Study Jurisdiction Boundary Coastal Transect Baseline OTHER _ Profile Baseline FEATURES Hydrographic Feature Digital Oata Available v 1 f a No Digital Data Available MAP PANELS ® Unmapped a _ ' v +++ • . > . , _ This map complies with FEMA's standards for the use of digital flood maps If it Is not void as described below. The base map shown complies with FEMA's base map accuracy standards v The flood hazard Information Is derived direct) from the authoritative NFHL web services provided by FEMA. This map i+ w - _ was exported on 6%4j2018 .i' ii:54 NM and does not it w „ ly reflect changes or amendments subsequent tD this date and time. The NFHL and effective Information may change or become superseded by new data overtime. This map Image is void If the one or more of the following map j cc elements do not appear: base map Imagery, flood zone labels, r - legend, scale bar, map creation date, community Identifiers, G' r` t = A; FIRM panel number, and FIRM effective date. Map Images for r 4Z unmapped and unmodernized areas cannot be used for a % s•. i regulatory purposes. r Diyita 61obe,. eoEye dart s eirahic. l,°rbLl LALjt- .. . DS LSD idv--j- 'd ' " 11 in.urii. eue•,L 1250 500 1,000 1,500 2,000 N. I M. Homes Sanford, Florida 78 Chapel 1p$ O 68 LIE I j E= 10x i . b a W1 e•e,.a dEb Nations Road J \ Ub` Jg13 cJ o ; fors \ao a u,,o RGi Staff Two Bedroom Duplexes Single Bedroom Duplexes Independent Living IALF Latham Center Complex Chapel and Office Maintenance Buildings DUnder Construction I Future Buildings l- NMI 0 21n 202 2W i to I ztt 0 100 v Y Garden area z 0 updated 7.23.201 S Grant Maloy, Clerk Of The Circuit Court & Comptroller Seminole County, FL Insf #2018111495 Book:9220 Page:1385; (1 PAGES) RCD: 9/28/2018 2:08:24 PM REC FEI $10.00 Z N CERTIFIED COit,` CLERK OF THE t 0rl;i ANC Ii'viPT 4 , L THIS NS MENT PRFVftED BY: $ EMIRD Address: r k m BY DE?U—' ERK NOTICE OF COMMENCEMENT Oate State of Florida County of Seminole Permit Number. Parcel ID Number: 31,11. 31. Sao. Oo20, 00e p 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. DESCRIPTION OF PROPERTY: (Legal description of the property and street address If available) Set- . 31 TWP 5 IZ6t: 31 E IV 14 litt9 F NE k( (ceSS Qb it 5, 25 Fr) go I - 303 N+T1 t p-S 120A-11, GENERAL DESCRIPTION OF IMPROVEMENT: C JSM Go"Or Dt'*Lx c OWNER INFORMATION: Name:_ _ E1}!N(ZS 31.0 !a2l tet2i4[1N NEW TQiACS m1651ONu Address: 3 I Z w, I S'- 5 r SA t.Eag 1::L 3 Z? 7 Fee Simple Title Holder (if other than owner) Name: /!!_ Address: CONTRACTOR: Name: E5 Address: 030 4e V14 07" 54tVF0X,.b FL 327? j Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 711 3.3(1)(b), Florida Statutes. 13 Name: 9(C4#*XD dW_1 Address: LID 1-10it 150rVied12b FL. 27-7 In addition to himself, Owner Designates "Se of To receive a copy of the Llenor's Notice as Provided In Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Corpmencemerilt (The expiration date is 1 year from date of recording unless a different date is specified) 2. 1 • Z02D 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 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF 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, I declare that 1 have read the foregoing and that the facts stated in it ere true to the best of my knowledge and belief. gnature Owner's Printed Name atuta 713.13(1)(gr 'The owner must sign the notice of commencement and no one else may be permitted to sign In his or her stead.' I C State of t 0/"I G, County of Se hi 1 ny t° The foregoing Instrument was acknowledged before me this 4 day of by _ p a f9 %) x 4 1 b re 1 AC r Who is personally known to meV.o'P ameofpersonmaidngstatementtype of identification produced: s y; MY COMMISSION # GGti1 7z,EXPIRESJune21, 2021 SEAL P y NotarySigmaiLI i-L+1)4 COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100008 BUILDING APPLICATION #: 18-10000823 BUILDING PERMIT NUMBER: 18-10000823 i k-LfI 3 DATE: October 03, 2018 UNIT ADDRESS: NATIONS ROAD 301 303 31-19-31-300-0020-0000 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: PLAT BOOK: PLAT BOOK PAGE: BLOCK: OWNER NAME: ADDRESS: APPLICANT NAME: NEW TRIBES MISSION ADDRESS: NOW ETHNOS360 312 W 1ST ST SANFORD LAND USE: DUPLEX TYPE USE: 2, TRACT: LOT: FL 32771 0.,0, L 1 WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES; 3,01-303 NATIONS ROAD / DUPLEX NEW TRIBES MISSION FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Condominium* 379.00 2.000 dwl unit 758.00 ROADS -COLLECTORS N/A Condominium* 00 2.000 dwl unit 00 FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD Condominium* 54.00 2.000 dwl unit 108.00 SCHOOLS CO -WIDE ORD Multifamily 5,000.00 2.000 dwl unit 10,000.00 PARKS N/A 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 10,866:00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE 'UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND./OR EDUCATIONAL ISSUANCE'OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF JHE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF.ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE, BUT NO LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTYOR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE 10/19/18 SEMINOLE COUNTY GOVERNMENT - PERMIT FEES RECEIPT 11:28:49 APPL # 18-10000823 PERMIT # RECEIPT # 0358201 OWNER: JOB ADDRESS: *CITY NORTH LOT #: SCI LIBRARY R 108.00 1-08.00 00 SCI SCHOOLS R 10000.00 10000.00 00 SCI ROAD ARTERIALS R 758.00 758.00 00 TOTAL FEES DUE.............: 10866.00 AMOUNT RECEIVED ............: 10866.00 DEPOSITS NON-REFUNDABLE * THERE IS A PROCESSING FEE RETAINAGE FOR ALL REFUNDS ** COLLECTED BY: BDDT02 BALANCE DUE..........: .00 CHECK NUMBER.........: 000000140203 CASH/CHECK AMOUNTS...: 10866.00 COLLECTED FROM: ETHNOS 360 DISTRIBUTION.........: 1 - COUNTY 2 - CUSTOMER 3 - 4 - FINANCE OCT 201 Building & Fine Prev' OCT Division PERMIT APPLICATION FIRE DEPARTMENT Db Application No: f /36 395."5 Documented Constretion Value: $ Job Address: 3o1- m A)A-no,vS 2o,4 Historic District: Yes No2 Parcel ID: 31. 14.31. 300, oozo , o0oo ResidentialE Commercial Type of Work: NewlaAddition Alteration Repair Demo Change of Use Move Description of Work: P&-vsT-rz_ueT- *bVPce-x Plan Review Contact Person: grg+A2i, $EE Title: 4,vrp_,q,-_T & Phone: q07. 1.2,I. y,%9q Fax: qa?, 330, 398y Email: RicHA-& _ $lE(2 vryk, cORG Property Owner Information Name E7)+NoS Uo roRrAL-0_ c1 IVEW TY149E- Phone: Y,77 t 373 _ 343fl Street: 31 Z L u. 1 S ' S77 Resident of property? : mu City, State Zip: 5A,,/iFW_,t, F'4- 3Z77 1 Contractor Information Name mimes L^w&R uU7ery LLC Phone: "10i. ZZ1. W $1 Street:190 .1 i14 ZT- Fax:go-?. 323. to&q City, State Zip: Ft- 3Z77( State License No.: C&L i2rLn 738 Architect/Engineer Information Name: agars A-PfL4i5 AZT 1 TeGT L c5' Phone: 10 7. (oL(7. 96a q . Street: Po, Bex No/ Fax: City, St, Zip: W1N1k-a<z- i0Az K FL 32 7 p E-mail: 301fN DAAk.6 Q GRerewA?i ee 1+&&iT8,CT z,6', cn 1 Bonding Company: ti1/4 Mortgage Lender: 'y1A 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:.6rh`E'dition (2 17 Florida Building Code i,v uoSb7S S pL Revised: Janwvy 1, 2018 ry ^ / /' 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. S' a Date Print Owner/Agents Name Wla f q - as -)0) State ok C HESS MY COMMISSION # GG117646 EXPIRES June 21, 2021 S'gnature of Contractor/Agent Date Z1e,'fl g_4 L S CI Print Contractor/Agent's Name MEN gi "4`O,wner/g s,.. Personally Known to Me or Contractor/Agent is Personally Known to Me or y5 Pxigdu oID y Type of ID Produced ID Type of ID G ® O:. BELOW IS FOR OFFICE USE ONLY off.._. . PerinitsAI quired: Building 5g Electrical g Mechanical ES Plumbingg Gas Roof Construction Type: q(,-:, Occupancy Use: fZ 3 Flood Zone: Q Total Sq Ft of Bldg: I'3 3136' Min. Occupancy Load: # of Stories: I New Construction: Electric - # of Amps M Fire Sprinkler Permit: Yes No [9 # of Heads APPROVALS: ZONING: 164 S -156 (UTILITIES: ENGINEERING: V G tO AG- l$ FIRE: Plumbing - # of Fixtures 14 COMMENTS: _ Ok to construct duplex as shown on plan. Meets area and dimension regulations per approvedPD. Fire Alarm Permit: Yes No WASTE WATER: BUILDING: 5F 12 • 14 ' 18 Revised: January 1, 2018 Permit Application REQUMED INSPECTIONSEQ Mpff- ugfum-om Pigam r Max InsIgecdoni Descri2fiDn. Footer / S6thac1c Sternwan Board.'-SurveyFbundatlexi / Form SlablIVE-on'O Slab Pre pour Lintel / Tie. Beam / Fill Down Ceff Sheathing— Walls- Sheathing-L Roof Roof Dry In 40 Tramer So insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Ins pedtion Final Solar l tc-to' Final Roof .1; Final Stucco/,Siding insulation Mnal Final Utility; Building Final Door I tinal. Window Final Screen.Room Final.. Poo-18'creen Enclosure. Mobile Home Building- Final Pre: Demo Final Demo. 1 Final Single ,Family; Resfdencet Final. Building (Other) Addires's: hUn max Ins pdeflon,Desez!dOM c-tAc. Under -ground Footei [Slab Steel Bond Zo Electric Rough I T.U.Q. Pre -Power Final Electric Final min max. MI- gSagT4- " 7 jnspp-tlon Des2jA:2fl2n_ I Plumbing Underground Plumbing Sewer Plumbing Tub, Set i Plumbing Final INVA., max ImsRe6florm Dese Mechanical Rough Mechanical. Final r1wh Max rMS12ectiom . Des-C M` flonn, Gas Underground Gas Rough Gas - Final REVISED-* Jbne 2014 CITY OF OCT 2Q1 Building & Fire Prevention Division 5 SkNFORD PERMIT APPLICATION Application No: L11 3 3 Documented Construction Value: $ - 7t3 , C)o ( r Job Address: 3o1- A)A'flo,vS Historic District: Yes No1 " Parcel ID: 31. 14.31. 360. cozo , 000o ResidentialrCommercialFl Type of Work: NewlaAddition Alteration Repair Demo Change of Use Move Description of Work: sew- vPc Plan Review Contact Person: 9tQ+Aga- E Title: Con n2,9c rn2 Phone: go?. z7-1. ggS9 Fax: q0. 33o, 39 8q Email: /Zi0 Aeb, _ SEE Nam. co" Property Owner Information Name E'i}hvoS 36o FOXMea- L4 NEW T/49S Phone: Y-07 r 323 _ 34 310 Street: 31 Z w• S ST. Resident of property? : xru City, State Zip: 6Ao-Ir4 3Z?7 1 Contractor Information Name 4-al es (usrn,ug=ay LLL Phone: '10?. ZZ1. tf991 Street: 130 k3oL IA ZT- Fax: 410). 323. 10By City, State Zip: Fc- 32-77( State License No.: C-9c- I2-6'o 738 Architect/Engineer Information Name: A-PPL-1i5 kcI+ i-r'e G- L4Lg' Phone: 107. fo47. 98619 Street: Fo, 9,cx l qo l Fax: City, St, Zip: WlaTz- PAz-fc FL 32 7qo E-mail: SoffN n4+k6 Bonding Company: 41/ Mortgage Lender: NIA Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT .MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6th Edition (2017) Florida Building Code Revised: January 1, 2018 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_ a11_of the foregoing infor_m_ation_is_accurate _and that all work will be done in compliance with all applicable laws regulating construction and zoning. Si a Date Signature of Contractor/Agent Date Print Owner/Agents Name Nav- / 0- 9-s -)dly Ow:ner/. gduo State OUNk C MESS MY COMMISSION # GG117646 EXPIRES June 21, 2021 gj Us Personally Known to Me or 11)"PNA, Type of ID co - Required: Construction Type: Total Sq Ft of Bldg: IeAfA2b L SEG- Print Contactor/Agent's Name Sig t'dl 4'otary-State of Florida: i-IE$S Da[ o`_ EX?IR .-F ,' - y ' 1. 2021 Contractor/Agent is >/' Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Building Electrical Mechanical Plumbing Gas Roof Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES: /6 WASTE WATER: FIRE: BUILDING: Revised: January 1, 2018 Pemut Application CITY OF S,kNFORD PLANNING & DEVELOPMENT SERVICES DEPARTMENT Flood Zone Determination Request Form Name: Richard See Firm: Homes Construction LLC Address: 109 Bolivia Court City: Sanford State: FL Zip Code: 32771 Phone: 407.221.4989 Fax: 407.330.3984 Email: richard-see@)ntm.org Property Address: 301 Nations Road Property Owner: Ethnos 360 Parcel identification Number: 31-19-31-300-0020-0000 Phone Number: 407.221.4989 Email: The reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) tJ',1 (1 64y .um.7. IT- OFFICIAL US,E ONLY) Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0070 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone 'A', the best available information used to determine the base flood elevation is: BP# 18-4133 Reviewed by: Michael Cash, CFM Date: October 16, 2018 BM MH N RIMO IEL=25.77' 25.07 c-v SPECIFIC PURPOSE SURVEY FOR NEW TRIBES MISSION OR 301-303 NATIONS ROAD SANFORD, FL 32771 PARCEL ID: 31-19-31-300-0020-0000 24.66 ELECTRICAL 0 PANEL PROPOSED I NIDRIVE 26.09' L O wz w O T cn z M MC wV I rn N rn o+ 25.17 0 0 CC) C r Z r c xoo' o_ L o_ a 26.6' 30.0' PROPOSED NIDRIVE BM N/D MENARD,0 J eze io EL=25.66' oI 25.47 ROOFED Q CONCRETE N tA 1 STORY I Z o DUPLEX 3 O a 0 2 I o o M 3 0 SURVEYOR'S NOTES: y 1. The lands as shown hereon lie within Section 31, Township 19 S., Range 31 E., Seminole County, E Florida. 2. This survey represents a survey made on the ground under the supervision of the signing surveyor, unless otherwise noted. i 3. Underground improvements or underground foundations have not been located except as noted. 4. This survey does not reflect or determine ownership. w 5. All easements of which the surveyor has knowledge of, or has been furnished, have been noted on Z this map. 6. No title data has been provided to this surveyor unless otherwise noted. 7. Elevations shown hereon are based on benchmarks relative to NAVD '88. 8. The specific purpose of this survey is to show the proposed building in relation to the road and W adjacent buildings. 9. This is not a boundry survey. LEGEND: B.M. BENCH MARK CENTERLINE EL ELEVATION N/D NAIL AND DISK REC RECOVERED TELE TELEPHONE X00.0 SPOT ELEVATIONS s FIRE HYDRANT POWER POLE Rev. Rev. Rev. Rev. REVISIONS Date: Date: Date: Date: HLSM, LLC Henrich- Luke -Swaggerty- Mena rd Professional Surveyors & Mappers Job No: Field Date: Drawn By: Field By: Scale: I-357 6/28/18 SEH ME/NY 1 " = 30' THIS SURVEY MAP AND REPORT OR THE COPIES THEREOF HE NIGINAL ID WITHOUT THE SIGNATURE AND, THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. Licensed Business No. 7276 794 Big Longwood, oForida't32750 P. ( 407) 647-7346 Surve ® HLSM.US F. ( 407) 982-7166 William F. Menard Professional Surveyor & Mapper Florida Registration #5625 BM MH N RIMO EL=25.77' BM N/D MENARDO. EL=25.66' I 25.07 o +25.17 0M 125.47 SPECIFIC PURPOSE SURVEY FOR NEW TRIBES MISSION OR 301-303 NATIONS ROAD SANFORD, FL 32771 PARCEL ID: 31-19-31-300-0020-0000 0 3 o SURVEYOR'S NOTES: y 1. The lands as shown hereon lie within Section 31, Township 19 S., Range 31 E., Seminole County, E Florida. 2. This survey represents a survey made on the ground under the supervision of the signing surveyor, unless otherwise noted. i 3. Underground improvements or underground foundations have not been located except as noted. 4. This survey does not reflect or determine ownership. w 5. All easements of which the surveyor has knowledge of, or has been furnished, have been noted on e this map. 6. No title data has been provided to this surveyor unless otherwise noted. 7. Elevations shown hereon are based on benchmarks relative to NAVD '88. 8. The specific purpose of this survey is to show the proposed building in relation to the road and w adjacent buildings. 9. This is not a boundry survey. LEGEND: B.M. BENCH MARK q CENTERLINE EL ELEVATION N/D NAIL AND DISK REC RECOVERED TELE TELEPHONE X00.0 SPOT ELEVATIONS s FIRE HYDRANT a, POWER POLE EW- Rev. REVISIONS Date: f L L C Hen rich — Luke —Swaggerty— Mena rd Professional Surveyors & Mappers Job No: Field Date: 1-357 6/28/18 THIS SURVEY MAP AND, REPORT OR THE COPIES., TH EREOF ARE NOT VALID WITHOUT THE SIGNATURE'AND THE ORIGIRAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR -AND MAPPER. Rev. Rev. Rev. Date: Date: Date: Drawn By: Field By: Scale: SEH ME/NY 1 " = 30' f Licensed Business No. 7276 794 Big Tree Drive, Suite 108 Longwood, Florida 32750 P. (407) 647-7346 F. (407) 982-7166 Surve ®HLSM.US William F. Menard Professional Surveyor & Mapper Florida Registration #56259 FORM R405-2017 S j " ) RECORD COPY RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the residential Simulated Performance Method shall include: Gd' This checklist A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shalt include a summary page indicating home address, a -ratio and the pass or fail status along with summary areas and types of components,, whether the home was simulated as a worst -case orientation, name and version of the compliance software toot, name of individual completing the compliance report (one page) and an input summary checklist that can be used for fieid verification (usually four pagesJnlay be greater). Wr Energy Performance Level (EPL) Display Card (one page) HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7 Q,' r Mandatory Requirements (five pages) Required prior to CO for the Performance Method: Air Barrier and Insulation inspection Component Criteria checklist (Table R40Z 4.1.1 - one page) P" A completed Envelope Leakage Test Report (usually one page) If Form R405 duct leakage type indicates anything other than 'default leakage'; then a corr,pleted. Form R405 Duct Leakage Test Report (usually one page)c 10t112018 221;30 PM EnergyGauge D USA &.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 RECORD COPY FORM R4 5-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Narne DUPLEX A NTM 993 Builder Name: OWNER BUILDER; Street: 301. NATIONS ROAD Permit Office: SANFORD v1LDWO City, State; Zip: SANFORD, FL, 32771 Permit Number. # 4 133Owner: NEWTRIBE MISSION Jurisdiction 6915108 SANFORD Design Location: FL, Sanford County'. SEMINOLE (Florida Climate Zone 2 i. New construction or existing New (From Plans) a Wall Types(10021 sgft.) Insulation Area 2. Single family or rrmu;#iple family Multi -family a. Frame- Wood. Exterior R=.13 0 757,33 ft2 b. Frame - Wood.. Common 13=13.0 245.33 ft2 3 Number of !snits, if multiple family 1 c. NIA R= ft2 4. Number of Bedrooms 2 d. NIA R= h2 10. Ceiling Types (993.0 sgfL) insulation Area 5, is this a worst case? No a, Under Attic (Vented) R=42.0 993.00 ft2' 6, conditioned floor area above grade (it') 993 b. N.'A R= ftx c. NIA R= ft Conditioned floor area below grade (ft') 0 11. Ducts R ft : 7. Windowst83.6 sgft_) Description Area a. Sup: Attic, Ret; Attic, AK Attic 6 187 a. U-Factor Dbl, U=0.30 83.61 ft= SHGC1 SHGC=0.22 ft2 12, Cooling systems kBtufhr Efficiency b. U-Factor: N/A a. Central Unit 23.8 SEER:15.00 SHGC;. c. U-Factor: NIA its SHGC; 13. Heating systems kBtuJhr Efficiency d. U-Factor NIA ft2 a. Electric Heat Pump 23.0 HSPF:&50 SHGC: Area Weighted Average Overhang Deptb: 1,333 ft. Area Weighted Average SHGC, 0.220 14.. l crater systems a. Electric Cap: 30 gallons 8. Floor Types (993.0 sgft.) Insulation Area EF: 0:950 a. Slab-Ort-Grade Edge insulation R=G.o 993.00 ftZ b. Conservation features b. N/A R= ft2 None c. NIA R= ft2. 15. Credits CF, Pstat, Total Proposed Modified Loads: 28.37 a.084 PASSGlasslFloarArea; Total Baseline Loads: 29.67 1 hereby certify that the plans and specifications covered by Review of the plans and covered by this tkiE 5r,,1T v 0thiscalculationareincompliancevviththeFIidaEnergyspecifications calculation indicates compliance r Code. with the Florida Energy Cede. PREPARED BY: Before construction is campleied DATE: —Vic this building will be inspected for compliance with Section 553.908 t hereby certify that this building, as designed, is in compliance Florida Statutes. eil Q th'fwiththeFloridaEnerg OWNERIAGENT: CUL BUILDING OFFICIAL: DATE.. I I[O, Z. LOl 8 DATE: 12- r9 - I Compliance requires certification by the air handier unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). 10111201.8 211 PM EnergyGaugeG USA 6.0.02 (Rev. 1) - FfaRes2017 FBC 5th Edition (2017) Compliant Software Page 1 of 4 2017 EPL DISPLAY CARD ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 96 The lower the Energy Performance Index, the more efficient the home. 1. New home or, addition 1. New (From Plans) 12. Ducts, location & insulation level a) Supply ducts R 6.0 2. Single-family or multiple -family 2. Multi -family b) Return ducts R 6.D c) AFIU location Attic 1 No. of units (if multiple -family) 3. 1 4. Number of bedrooms 4 2 13. Cooling system: Capacity 23.8 a) Split system SEER 5. Is this a worst case? (yes/nd) 5. No b) Single package SEER c) Groun&.vater source SEER/COP 6. Conditioned floor area (sq. ff.) 6- . 993 d) Room unit/PTAC EER e) Other 15.0 7. i/'+iindows., type and area a) t1-factor:(weighted average) 7a. 0.300 b) Solar Heat Gain Coefficient (SHGC) 7b. 0.220 c) Area 7c. 83.6 8. Skylights a) U-factor:(weighted average) 8a. NA b) Solar Heat Gain Coefficient (SHGC) 8b. NA 9. Floor type, insulation level: a) Slats -on -grade (R-value) b) Wood, raised (R value) c) Concrete, raised (R-value) 10. Wait type and insulation: A. Exterior: 1. Wood frame (Insulation R-value") 2, Masonry (Insulation R-value) 8- .Adjacent: 1. Wood "me (Insulation R-va(ue) 2. Masonry (Insulation R-value) 11. Ceiling type and insulation level a) Under attic t) Single assembly c) Knee walls/skylight walls d) Radiant: barrier installed 14. Heating system: Capacity 23.0 a) Split system heat pump HSPF b) Single package heat pump HSPF c) Electric resistance COP d) Gas furnace, natural gas AFUE e) Gas furnace: LPG AFUE f) Other 8.50 9a. 0.0 9b. 15. '}Hater heating system 9c. a) Electric resistance EF 0.95 b) Gas fired, natural gas EF c) Gas fired. LPG EF d) Solar system with tank EF 1OA1. 13.0 e) Dedicated heat pump with tank EF 10A2: - f) Neat recovery unit HeatRec% g) Other 10B1. 10B2. 16, HVAC credits claimed (Perfoimance Method) a) Ceiling fans Yes 11 a. 42.0 b) Cross ventilation No 1 lb. c) Whole house fan No 11c. d) Multizone cooling credit 11 d. No e) Multizone heating credit f) Programmable thermostat Yes Label required by Section R3031.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. l certify that this home has complied with the Florida Building Code, Energy Conservation, through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, anew EPL display card will be mpleted based on installed code compliant features. LC r0, 2. 20/ Builder Signature,. Date: L Address of New Home. 303 NATIONS ROAD City/FL Zip: SANFORD FL 32771 101112018 2:21.33 PM Ene.rgyGaugefi'z USA 6.0.02 (Rev. 1) - RaRes2017 FBC 6th Edition (2017) Gormpliant Software Page t of 1 CnDhA onnr_')nil IAIPI IT CI IMMARY r-I-IFCKI 1ST RFPnRT PROJECT Titfe: DUPLEX A NTM 993 Bedrooms: 2 Address Type- Street Address Building Type: User Conditioned Area: 993 Lot # Owner Name: NEW TRIBE MISSION Total Stories: 1 Btoct'JSubdivis'ron: of Units: I Worst Case: No PlatBook: Builder Name'. OWNER BUILDER Rotate Angle: 0 Street. 303 NATIONS ROAD Permit. Office: SANFORD Cross Ventilation, County SEMINOLE. Jurisdiction_ 691500 Whale House Fan: City, State, Zip- SANFORD , Family Type_ Multi -family FL , 32771 New/Existing. New Trom Plans) Comment: CLIMATE Design Temp Int Design Temp Heating Design Daily Temp V, Design Location TMY Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Sanford FL_ORLANDO_SANFOR 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume t Bilockl 993 7944 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infrl YD Finished Cooled Heated 1 Main 993 7944 Yes 3 2 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R-Value Area Tile Wood Carpet t Slab -On -Glade Edge Insulatio Main 95 ft 0 993 fV 0 A 0 0.5 ROOF Roof Gable Roof Rad Solar SA Emitt Emitt Deck Pitch 1l # Type Materials Area Area Color Barr Absor. Tested Tested insui. (deg) i Gable or -,farad Composition shingles I I I t ft' 24.8 ft' Medium N 0.85 No 0.9 - No 0 26.6 ATTIC Type Ventilation dent. Ratio (1 in) Area RBS IRCC Full attic Vented 300 993 ft3 N N CEILING t # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 42 Blown 993 R' 0111 Wood 1OiIi2018 2:21 PM EnergyGauget) USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 2 of 4 l r)PhA PAni;-7t11'7 INPUT SUMMARY CHECKLIST REPORT WALLS f Adjacent Cavity Width Height Sheathing Framing Solar Below V # Ornt To Wall Type Space R-Value Ft In . Fi . In Area R-Value Fraction Absor. Grade% 1 W Exterior Frame - Wood Main 13 32 8 256.0 ft2 0.23 0.2 0 2 N Ex erior Frame - Wood Main 13 30 8 8 245.3 ftx 0.23 0.2 0 3 E Exterior Frame - Wood Main 13 32 8 256.0 ft' 0.23 0.2 0 4 S Neighbor Frame - Wood Main 13 30 8 8 245.3 ftT 0.23 0.1 0 DOORS Ornt floor Type Space Storms U-Value Width Height. Area Ft In Ft In 1 W Insulated Main None 46 36 80 20 ft2 2 N Insulated Main, None 46 36 80 20 ft2 WINDOWS Orientation shown is the entered. Proposed orientation. Watt Overhang t! Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 W 1 Vinyl Low-E Double Yes 03 0.22 N 13.5 W 1 It 4 in 1 ft 4 in Drapesiblinds Exterior 5 2 W 1 Vinyl Low-E Double. Yes 0.3 0.22 N 27.0 ft2 1 ft 4 in 1 it 4 in Drapes/blinds Exterior 5 3 E 3 Vinyl Low-E Double Yes 03 0,22 N 6.6 ft' t ft 4 in 1 ft 4 in Drapesib'linds Exterior 5 4 E 3 Vinyl Low-E Double Yes 0.3 0.22 N 23.0 ft2 1 ft 4 in 1 ft 4 in Drapes,iblinds Exterior 5 5 E 3 Vinyl Lour-E Double Yes 0.3 0.22 N 13,5 ft2 1 ft 4 in f ft 4 in Drapeslblinds Exterior 5 INFILTRATION Scope Method SLA CFM 50 ELA EgtA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000356 926.8 50.88 95.69 1339 7 HEATING SYSTEM V System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump! None HSPF8.5 23 kBtulltr 1 sys#1 COOLING SYSTEM sir 4 System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ None SEER: 15 23.8 kBtulhr 793 cfm 0.8 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric. None Attic 0.95 30 gat 50 gal 120 deg None 10fl/2018 211 PM EnergyGauge(D USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 3 of 4 cnvnn DAnr,-,)n17 I?IP1IT SiIMMARY CHECKLIST REPORT SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model If Collector Model Area Volume FEF None None ft' DUCTS Supply Return ---- Air CFM 25 CFM25 HVAC # Location R-Vatue Area Location Area Leakage Type. Handler TOT OUT ON RLF Heat Cool 1 Attic 8 187 ft' Attic 97 ft° Default Leakage Attic Default] (Defauh) t 1 TEMPERATURES Programabie Thermostat: Y Ceiling Fans: Cooling Jan Jan] J Feb Feb Mar Mar j( i jj Apr [ Apr [ j Ma [Xj Jun (Xj Jul May [ ]Jun [)Jul X] Au j j Aug SeppOctJXJSep [ Nov Novv Oct 1XXI Dec DecHHeating Venting Jan j Feb rX Mar xX1l A r [ J Ma [) Jun [) Jul j Au Se [X Oct 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 PM 78 80 78 80 78 78 78 78 78 78 78 78 78 78 78 80 78 78 80 78 80 78 80 78 Cooling (WEH) AM PM 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM PM 66 68 66 68 66 68 66 65 68 68 66 68 68 fib 68 68 68 68 68 68 68 66 68 66 Heating (WEH) AM PM 66 68 66 68 66 68 66 66 68 63 68 68 68 68 68 68 68 68 68 68 68 66 68 66 MASS Mass Type Area Thickness Furniture Frac.ion Space Default($ lbsssq_ft. 0 ft, 0 It 0.3 Main 101112018 2:21 PM EnergyGauge'-" USA 6.0.02 (Rev. 1) - FtaRes2017 FBC 6th Edition (2017) Compliant Software Page 4 of 4 Florida Building Code, Energy Conservation, Gth Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 303 NATIONS ROAD Permit Number: SANFORD , FL, 32771 MANDATORY REQUIREMENTS See individual code sections for full details. r SECTION R401 GENERAL R401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy ,performance level (EPL) display card ;e completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085. Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presoid and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installer) in a dwelling 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 code Compliance for the building. A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4A through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family divelfings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal envelope 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. R402,4AA Instaliation:The components of the building thermal envelope as listed in Table R402,4.1.1 shall be 'installed in accordance vrrth the manufacturers instructions and the criteria listed in Table R402.4.1.1. as applicable to the method of construction. Where required by the code official, an approved third party shall inspect ail components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shalt be conducted in accordance with ANSiIRESNEVICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals), Testing shalt be conducted by either individuals as defined in Section. 553..993(5) or (7), Florida Statutes; or individuals licensed as set forth in Section 489.105(3)(f). (9) or (i) or an approved 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. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing; 1. Exterior voindows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust. intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3.. Interior doors, if installed at the time of the test, shall be open. 4.. Exterior doors for continuous ventilation systems and heat recovery ventilators shalt be closed and sealed. 5. beating and cooling systems, if installed at the time of the test,. shalt be turned off. 6, Supply and return registers. if installed at the time of the test. shall be fully open. R402A.2 Fireplaces. Nee wood -burning fireplaces shall have tight-frtting flue dampers or doors. and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127. the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces. the doors shall be listed and labeled in accordance with UL 907. EiR402-4.3 Fenestration air leakage)Nindows. skylights and sliding glass doors shalt have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 L/s1m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Listm2), when tested according to NFRC 400 or AAMAi WDA4A;CSA 1011I.S.21A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site buill windows. skylights and doors. 101112018 2:21 PAR EnergyGaugeG USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) El R402.4.4 Rooms containing fuel -burning appliances. to Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2 where the walls. floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1, Direct vent appliances with both intake and exhaust pipes installed conlinuoos to the outside. - 2. Fireplaces and stoves complying with Section R402.4,2 and Section R1006 of the Florida Building Code. Residential. R402.4.5 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 than 2.0 cfm (0.944 L s) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pay pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wail or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. Q R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance neat shall have controls that. except during defrost, prevent supplemental heat operation when the heat pump compressor can meet. the heating load. R403.3.2 Sealing (Mandatory) All ducts., air handlers. filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSIiRESNETHCC 380 by either individuals as defined in Section 553.993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, (9) or fit. Florida Statutes, to be `substantially leak free" in accordance with Section R403.3.3. Q R403.3.2.1 Sealed air handier. Air handlers shall have a manufacturers designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with AS.HRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: 1. Rough -in test. Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system. including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. 2. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system. including the manufacturer's air handler enclosure. Registers shall be 'taped or otherwise seated during the test. Exceptions 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirety within the building thermal envelope- 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403A Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41`C) or below 55"F (13°C) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 heated water circulation and temperature maintenance systems (Mandatory). Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403,5.1.2. Automatic controls: temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump- The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited: Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. D R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515, Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 101112018 2:21 PM EnergyGaugea USA 6.,0.02 (Rev 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) EJR403.5.5 heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed can both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3'f inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank., R403.5.6 Water heater efficiencies (Mandatory). Q R403.5.6.1.1 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 front 100`F to 140'F (38"C to 60"C). R403.5.6.1.2 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 burner(s) of combustion types of service water -heating systems to be turned off. Q R403.5.6.2 Water -treating equipment Water -healing equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 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 meet the criteria of Section R403.5.6-2.1, R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor 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 shalt be tested in accordance with ISO Standard 9806, Test. Methods for Solar Collectors, and SRCC Standard TWI. Solar Domestic Hot Water System and Component Test Protocol Collectors in installed solar water -heating systems should meet the following criteria: I. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south.. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code„ Mechanical, as applicable, or with other approved means of ventilation including: Natural, lnfi4ration or Mechanical means. Outdoor air intakes and exhausts shall have, automatic or gravity dainpers that close when 'the ventilation system is not operating_ El ventilation Whole -house mechanical ventilation system fan efficacy- When installed to function as a whole -house mechanical ventilation system, farts shall meet the efficacy requirements of Table R403.6. t. Exception: Where 'whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation stall meet the following criteria: 1. The design air change per hour minimums for residential buildings in ASHRAE 62 2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 2_ No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics. crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3- If ventilation air is drawn from enclosed space(s). then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-t 1 and the ceiling shall be insulated to a minimum of R-19. space permitting, or R-10 otherwise, R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies. based on building toads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sting. System sizing calculations shalt not include toads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems.. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic foeation where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM CFM) MINIMUM EFFICACY " CFMANATT) AIRFLOW RATE MAXiMU f,CFM) Range hoods Any 2.8 cfm!watt Any to -line fan Any 2.6 cfmtwatl Any Bathroom. utility room 10 1.4 Cfmhaatt 90 Bathroom, utility room 90 2.8 cfmiwatt Any For Sk 1 cfm = 28.3 Lfmin. a. When tested in accordance with HVI Standard 916 10/112018 2:21 PM EnergyGauge& USA 6.0,02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 3 of 5 MANDATORY REQUIREMENTS (Continued) R403-7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1. 15 times greater than the total load calculated according to the procedure selected in Section 403.7„ or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load.. The publishedvalue for AHRl total capacity is a nominal, rating -test value and shall not be used for equipment sizing., Manufacturer's expanded perfomtance data shaft be used to select cooling -only equipment. This selection shall tre based on the outdoor design dry-bulb temperaturefor ' he load calculation (or entering water temperature for water -source equipment), the blower GFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering morel -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the ioad calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions. i . . Attached single- and rnu4i,ple-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. 2- When signed and sealed b, a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance irrith good design practice.. R403.7. 1.2 Heating equipment capacity. R403.7A_ 2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403 7. t .1, and the heat pump total cooling capacity shalt not be more than 1 AS times greater than the design cooling loans even if the design heating toad is 1.15 tinges greater than the design cooling toad,. R403.7. 1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calcutated according to the procedure selected in Section R403.7.1. r- t R403.7.1-2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall no,, be less than the design load calculated in accordance with Section R403. 71, R403.7- 1.3 Extra capacity requited for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shad have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options., t, 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.. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dove€ling units shall comply with Sections C403 and C404 of the IECG—Commercial Provisions in lieu of Section R403. Q R403. 9 Snowy melt and ice system controls (Mandatory) Snow- and rce-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 50'F (1G'C), and no preapitation is failing and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40'F (4;$`4), R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in .accordance with Sections R403 %i through R403.10.5. Q R403. 10.1 Heaters.: The electric power to heaters shalt be controlled by a readily accessible on -off switch that is an integral pan of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be +n addition to a, circuit breaker for the power to the heater, Gas -fired heaters shalt not be equipped with continuously burning ignition picots. R403.10. 2 Time switches. Time switches or other controf methods that can automatically turn off and on according to a preset schedule shalt be insiatfed for heaters and pump motors.. heaters and pump motors that have built-in time switches shall be in with this section_ Exceptions: 1. Where public health standards require 24-hour pump operation. 2- Pumps that operate solar- anti waste -heat -recovery post heating systems. 3.. Where pumps are powered exclusively front oil -site renewable generation., R403-10- 3 Covens. Outdoor heated smmming pools' and outdoor permanent 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: Where more than 70 percent of the energy for heating, computed over an operation season.. is from site -recovered energy. such as from a heat pump or solar energy source, covers or other vapor -retardant means shalt not be required. R403.10. 4 Gas- and old -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermat efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21,56 Pool heaters fired by natural or LP gas shalt; not have continuously burning pilot. lights. 101112018 2. 21, PM EnergyGaugea USA 6.0.02 (Rev. 1) - FlaRes2017 FEC 6th Edition (2017.) Compliant Software Page 4 of 5 R40110.5 heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHM 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403A I Portable spas (Mandatorfihe energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS QR404.1 Lighting equipment (Mandatory)- Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be hsgh-efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps. Exception: Low, voltage lighting. R404-1.1 Lighting equipment (Mandatory). Friel gas lighting systems shall not have continuously burning pilot lights. 101112018 2:21 PM EnergyGaugeO USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 5 of 5 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: DUPLEX A NTM 993 Builder Name: OWNER BUILDER Street. 303 NATIONS ROAD Permit Office: SANFORD City, State, Zip_ SANFORD , FL, 32771 Permit Number. v Owner. NEW TRIBE MISSION Jurisdiction. 691500 Design Location: FL,. Sanford COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall The exterior thermal envelope contains a continuous air barrier, not be used as a sealino material. requirements Breaks or joints in the air barrier shall tie sealed. V r eilingfattic The air barrier in any dropped ceilingfsoffit shalt be aligned with The insulation in any dropped ceiling/soffit the insulation and an gaps in the air barrier shall be sealedYgP shah be aligned with the air barrier. Access openings, drop down stairs a( knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the 'oundation and silt plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity seated- with a material having a thermal resistance of R-3 Knee walls shall be seated, per inch minimum.. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between windowidoor jambs and framing, and and doors skylights and framing shall be sealed.. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shalt be 'installed to including insulation, maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawt space warts Exposed earth in unvented crawl spaces shalt be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder vrith overlapping joints taped. shall be permanently attached to the crawlspace Shafts. penetrationIs Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be seated. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air seating shall be provided between the garage and conditioned spa s. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed tight ?fixtures installed in the building shall be seated to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wvrring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior wails, or insulation that on installation readily conforms to available space shall extend behind pin ng and wiring Shower/ tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shalt separate them from the showers and tubs. be insulated. Electricallphone box of The air barrier shall be installed behind electrical or communication exterior walls boxes or air -pealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be seated to the sub -floor at drywall. Concealed When required to be seated. concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shalt not be used to fill voids between fire sprinkler cover plates and walls, a. In addition, inspection of tog walls shall be in accordance with the provisions of ICC-400. 1NV2018 2 21 PM EnergyGauge0a USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page t of 1 Envelope Leakage Test Report (Blower Door Test) Residential Prescriptive, Performance of ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdictiom 6691500 Permit #: t4 t sa 2 t { { k '+ . 0 } R S r"c 4 '{" y R 4k i/fl k k Et j ., y' Builder: OWNER BUILDER Comrnunity: Lot: NA Address: 303 NATIONS ROAD City. SANFORD State: FL Zip: 32771 YIQir ..# a[J@ B t Re sUlt' Passing results must me et,erther the Perfcarmarrce Prescrrptrveor;cRt,ii ethod EiHfiQ The bezitdrhg ar iivvettrng ursd`shatf Ge testerixand uenfaed as havectg an atr leakage rate of nqt exceeding 7 air Pi2E3G iEPTtYEztartges hour at a presserre of 0 2 urch'nr 3 ;(5ti Psscats in G'rmate Zones a and ' ` ` z ; , { _ 4 j PEi2 ORAAAlitCE or ERI METHOD Tiffs butkicr g of dwelling unit shag be tested rtd^venfreti'as ttavnr g art air leakage cate'ot rtc# e ed rtgti the selected ACH#5(3) value as shown on FQtm` R405201% (Per€ormance) arrR4if6-20t7 :(ERI} sectiots labeled as;'snfi4tratiari; sub seixttarrAfli% ACH(SOJ specrfleri on Form R405 2fli r?srgyCaic (PaffY rnrancej grR406-20f7 {ERA} F' '.a?ttt? S 1 ' fie hit .;' y As.1.3 t .: J i •.!'.?. x 60 = 7944 = Method for calculating building volume: CFM(50) Building Volume ACH(50) 0 retrieved from architectural plans F]PASS Code software calculated When ACH( 50) is less than 3, Mechanical Ventilation installation 0 Field measured and calculated must be verified by building department. R402.4. t.2 Testing. Test€ig shad be conducted in accordance myth ANSl!RESNET6GC 380 and reported at a pressure of 0:2 inch w.g. (50 Pascals) Testing shalt be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Stafrres.or individuals licensed as set forth in Section 489.105( 3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to thecoele official. Testing shalt be performed at any time after creation of all penetrations of the buiMing therrrial envelope. , During testing: 1 Extersrar aarirtiucvrs and doors. fireplace and stove doors shall be closed. but not seated, beyond the intended weatherstripping or other infiltration control measures. 2 Dampers, includang ea:naust, intake, makeup air, back draft and flue dampers shall be closed, but no, sealed beyond intended infiltration control measures. 3 Interior odors, if installed at the time of the test, shall be open, 4 Extenof doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. fi. Supply arld return registers. if installed at the time of the test, shall be fully open.. 7 { ddr•. k., t,, x r rs . „, i .C ,a :' a . "' ,rz.v . t . ,.. S Company Name: Phone. i hereby verify that the above Air Leakage results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the conmpiiance method selected above. Signature of Tester_ Date of Test. - Printed Name of Tester: LicenselCertificatlon #: issuing Authority: 101112018 2: 21:35 PM EnergyGauge USA 60,02 {Rev, 1) - FlaRes2017 FBC 6th Edition (2017) Comptiant Software Page 1 of 1 Manual S Compliance Report - Job: DUPLEX Date: Sep 27, 2018 DUPLEX A By: TRICIA HIGGINS SPEEDY CALC'S LLC Plan: CSF993 2805 STATEN DRIVE, DELTONA, FL 32738 Phone: 407314-8495 Fax: 407322.5788 Email: SPEEDYCAiCS@YAt00.00M Web: WYWU.SPEEDYCALCS_COM For: NEW TRIBE MISSION, DUPLEX A 303 NATIONS ROAD, SANFORD, FL 32771 Design Conditions Outdoor design DB: 93.0°F Sensible gain: 14607 Btuh Entering coil DB: 76.9F Outdoor design WB: 75.2'F Latent gain: 4601 Btuh Entering coil WB: 63.8°F Indoor design DB: 75.0°F Total gain: 19208 Btuh Indoor RH: 50% Estimated airflow: 793 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Trane Model: 4TWR5024H1+TEM4AOB24S21++TDR Actual airflow: 793 cfm Sensible capacity: 17330 Btuh 119'/o of load Latent capacity: 4710 Btuh 102% of load Total capacity: 22040 Btuh IIT/o of toad SHR: 79% Design Conditions Outdoor design DB: 40.9°F Heat loss: 12093 Btuh Entering coil DB: 67.8°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Trane Model: 4TWR5024H1+TEM4AOB24S21++TDR Actual airflow: 793 cfm Output capacity: 20585 Btuh 170% of load Capacity balance: 24 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 793 cfm Output capacity: 5.0 kW 141% of load Temp. rise: 20 OF Meets all requirements of ACCA Manual S. w wrightsoft 2018-Oct-0114:16.55 RigMSudeO Universal 201818.0A6 RSU08373 Page 1 igglns)cumerdslfthtsoft KVACNDUPLEX NTM,np Cale = W8 Front Door faces: W Project Summary Job: DUPLEX Date: Sep 27, 2018 DUPLEX A By: TRICIA HIGGINS SPEEDY CALC'S LLC Plan: CSF993 Ya, , 1 ,Pro foe.c#Inrma#Ion.. .,a e,k o-. ,., ..,' For. NEW TRIBE MISSION, DUPLEX A 303 NATIONS ROAD, SANFORD, FL 32771 Notes: Load Calculation was obtained via electronic copy of drawing Weather: Orlando Sanford, FL, US Winter Design Conditions Summer Design Conditions Outside db 41 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 29 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 39 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 8976 Btuh Structure 11761 Btuh Ducts 1446 Btuh Ducts 1813 Btuh Central vent (52 cfm) 1670 Btuh Central vent (52 cfm) 1033 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 12093 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 14607 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2885 Btuh Ducts 342 Btuh Central vent (52 cfm) 1374 Btuh Heating Cooling Outside air Area (ftz) 993 993 Equipment latent load 4601 Btuh Volume (fF) 10131 10131 Air changes/hour 0.38 0.20 Equipment Total Load (Sen+Lat) 19208 Btuh Equiv. AVF (cfm) 64 34 Req. total capacity at 0.79 SHR 1.5 ton Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade TRANE Trade TRANE Model 4TWR5024H1 Cond 4TWR5024H1 AHRI ref 9922537 Coil TEM4A0B24S21++TDR AHRI ref 9922537 Efficiency 8.5 HSPF Efficiency 12.5 EER, 15 SEER Heating input Sensible cooling 18802 Btuh Heating output 23000 Btuh @ 47°F Latent cooling 4998 Btuh Temperature rise 26 OF Total cooling 23800 Btuh Actual air flow 793 cfm Actual air flow 793 cfm Air flow factor 0.076 cfm/Btuh Air flow factor 0.058 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.76 Capacitybalance point= 24 OF Backup: Input = 5 kW, Output = 17061 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrig?atsof[ Right-Sude®Unrversa12098 18.0.1fi RSU08373 2018 Oct-01 14:16:55 jZw. Page 1 igginsNOocumerdslWngtftoft HVACOUPLEX NTM.np Calc= Md8 Frord Door faces: W Component Constructions Job: DUPLEX Date: Sep 27, 2018 DUPLEX A By: TRICIA HIGGINS SPEEDY CALC'S LLC Plan: CSF993 2805 STATEN DRNE, DELTONA, FL 32738 Phone: 407 314-8495 Fax: 407322-5788 Email: SPEEDYCALCS@YAHOO.COM Web: VWWV.SPEEDYCALCS.COM n orma40-0001NOWN For NEW TRIBE MISSION, DUPLEX NATIONS303 'ii) SANFORD, Location: Indoor: Heating Cooling Orlando Sanford, FL, US Indoor temperature (OF) 70 75 Elevation: 56 ft Design TD (OF) 29 18 Latitude: 29'N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 24.6 38.7 Dry bulb (OF) 41 93 Infiltration: Dailyrange (OF) - 17 ( M) Method Simplified Wat. bulb (° F) - 75 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insui R Htg HTM Loss CIg HTM Gain ft' BtuhA?-°F ft'-°F/Btuh Btuh/ff Btuh 8tuh/12 Stuh Walls 12C-Osw: Frm wall, wd ext, 3/8" wood shth, r-13 cav ins, 1/2" gypsum n 306 0.091 13.0 2.65 810 2.37 725 board int fish, 2"x6" wood frm, 16" o.c. stud a 295 0.091 13.0 2.65 780 2-37 698 w 280 0,091 13.0 2.65 742 2.37 664 all 881 0.091 13.0 2.65 2332 2.37 2088 Partitions none) Windows 2 glazing, clr low-e outr, argon gas, insulated vinyl frm mat, clr innr, 1/2" e 6 0.300 0 8.73 52 21.4 129 gap, 1/4" thk: 2 glazing, clr low-e outr, argon gas, insulated vinyl frm mat, clr innr, 1/2" gap, 1/4" thk; NFRC rated (SHGC=0.22); 50% blinds 45', medium; 50% outdoor insect screen; 1.4 ft overhang (3 ft window ht, 1.4 ft Sep.); 6.67 ft head ht 2 glazing, clr low-e outr, argon gas, insulated vinyl frm mat, cir innr, 1/2' e 24 0,300 0 8.73 210 21.4 514 gap, 1/4" thk: 2 glazing, clr low-e outr, argon gas, insulated vinyl frm mat, clr innr, 1/2' gap, 114" thk; NFRC rated (SHGC=0.22); 50% blinds 45°, medium; 50% outdoor insect screen; 1.4 ft overhang (4 ft window ht, 1.4 ft sepp. ; 6.67 ft head ht 2 glazing, clr ow-e outr, argon gas, insulated vinyl frm mat, clr innr, 1/2' e 15 0.300 0 8.73 131 21.4 322 gap, 1/4" thk: 2 glazing, clr low-e outr, argon gas, insulated vinyl frm mat, cir innr, 1/2' gap, 1/4" thk; NFRC rated (SHGC=0.22); 50% blinds 45', medium; 50% outdoor insect screen; 1.4 ft overhang (5 ft window 45 0.300 0 8.73 393 21.4 965 ht, 1.4 It Sep.); 6.67 ft head ht all 60 0.300 0 73 524 21.4 1286 Doors 11 NO: Door, mtl eps core type n 20 0.350 8.7 10.2 208 10.9 222 w 20 0.350 8.7 10.2 208 10.9 222 all 41 0.350 8.7 10.2 416 10.9 443 Ceilings Attic ceiling, asphalt shingles roof mat, r-42 ceil ins, 1/2" gypsum board 992 0.023 42.0 0.67 664 1.25 1245 int fnsh: Attic ceiling, asphalt shingles roof mat, r-42 ceil ins, 1/2" gypsum board int fnsh Al-wrig 7tsoft- 2018-Oat-01 14:16:55 t"RightSuiteQD Uriversal201818.0A6 RSU08373 Page 1 JgginslDocumerdsWfttdsoft RVACOUPLEX NTM_rup Cak = MJ8 Frord Door faces W Floors 22A-tpl: Bg floor, light dry soil, on grade depth 95 0.989 0 28.8 2734 wr9 tfisof Rig U rdversal 2018 18.0,16 RSU08373 201 t-01 14:1 ePage 2 AC .K ...igginsVocumerdslWrigtdsoft HVACOUPLEX NTM.rup Caic = MJ8 Fmrd Door faces. W kED Assessment DUPLEX Sep 27, 2018 SPEEDYDate: For: Location: Orlando Sanford, FL, US Elevation: 56 ft Latitude: 29ON Outdoor: Dry bulb (° F) Dailyrange (°F) Wet bulb (° F) Wind speed (mph) NEW TRIBE MISSION, DUPLEX A 303 NATIONS ROAD, SANFORD, FL 32771 Heating 41 15.0 Cooling 93 17 (M 75 7.5 Indoor: Heating Indoor temperature (°F) 70 Design TD (1) 29 Relative humidity (%) 50 Moisture difference (gr/lb) 24.6 Infiltration: Hourly Glazing Load HxraDay H=ty / Average / Awl" Maximum hourly glazing load exceeds average by 27.5%. Zone has adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 0 Btuh Cooling 75 18 50 38.7 wrigh9tsotV 201&0ct-01 14:16:55 ti H •.;. RghtSuiteO Uriversal201818.0.16 RSU08373 Page 1 ggi1m\DowmerisWftWoft HVAC\DUPLF_?E NTM.rup Cato = W8 Front Door faces: W Right-J8t Form J 1 Job: DUPLEX A DUPLEX A Date: Sep 27, 2018 TRICIIA SPEEDY CAIC'S LLC Ptan: CSF993HIGGINS 2805STATEN DRIVE, DELTONA, FL 32738 Phone: 407314-8495 Fax: 407322-5788 Email: SPEEDYCALCS@YAHOO.COM Web: VWWV.SPEEDYCALCS.COM 1 Name of Room DUPLEX A KITCHEN A 2 Running Feet of Exposed Wall 95.0 It 24.0 It 3 Ceiling Ht (Ft) and Gross Wall Area (SgFt) 10.2 It 2854.6 ft2 10.2 ft 279.6 1 t2 4 Room Dimensions (Ft) and Floor Plan Area (SgFt) 992.0 ft2 10.0 x 14.0 It 140.0 ft2 5 Ceiling Slope (Deg.) and Gross Ceiling Area (SgFt) 0 992.0 ft2 0 ° 140.0 ft2 Type of Const., Panel HTM I Area or Btuh Area or Btuh Exposure Number Faces Lenght Lenght Htg. Clg. Heating S-Clg L-Clg Heating S-Clg L Clg 6 It 12C-Osw ,- n 2.65 2,37 326 810, 725 143 324 290 c... 11NO n 10.18 10.87 20 208 222 26 208 222 h 12C-Oisw a 2.65 2.37 340 78D 698 102 254 228 2 glazing, dr low-e a 8.73 21.44 6 52 129 6 52 129 11 2 glazing, dr low-e a 8.73 21 A4 24 210 514 0 0 0 2 alazirw, dr tower a 8.73 21.44 15 131 322 0 0 0 12C-00w s 0,00 0. 0 0 0 0 0 0 D"' .' 11N0 s 000 0.00 0 D 0 O 0 0 11 12C-0sw w 2.65 2.37 346 742 664 0 0 0 Cfaz 2 glazing, dr tower w 8.73 21A4 45 393 965 0 0 0 r 11NO w 10,18 10,87 20 208 222 0 0 0 Ceil Attie ceiling, aspha 0.97, 1-25. 992. • 664 1245 140 94 176, Flor 22A4pI 28,78 0.00 992 2734 0 M 691 0 Infiltration Heating Load (t#uh) 0.38 2044 495 Effect 12 Sensible Sensible Load (Btuh) ACH 1V00 666 i 0 161 020 i Latent Load (Btuh) 885 Interval a Occupants at 230 and 200 Btuh 3 690 600 0 0 0 b Scenario number 2100 1200 13 c Default Adjustments d Custom Appliances 2600 1400 0 1200 e Plants 0 0 14 Subtotal Sum lines 6 through 12 8976 11761 2885 2120 2294 Duct EHLF8 ESGF 1OA611 0,1541 1446 1 1813 342 1 352 15 Loads ELG 342 48 16 Ventilatbn Loads Vert CXm 52 E Cfm 52 1670 1033 1374 17 Winter Humidification Load Gal/Day 0 0 18 Piping Load 0 19 Blower Heat 0 20 AED Excursion & Latent Moisture Migration Load 0 426 21 Total Load Sum lines 13 through 19 12093 14607 4601 2462 2636 Calculations aooroved by ACCA to meet all requirements of Manual J ft Ed. Ad- 2018-W-01 14:16:55 146C" #v RightSuite4t U rdv ersal 2018 18.0.16 RSU08373 Page 1 Jggins%DocunantsO ghtsoft HVACOUPLEX NTM.rup Calc = MJ8 Front Door faces: W Right,J8® Form J 1 Job: DUPLEX A DUPLEX A Date: Sep 27, 2018 TRICIA SPEEDY CALC'S LLC Plan: CSF993HlGGINS 2805 STATEN DRIVE, DELTONA, FL 32738 Phone: 407 314-8495 Fax: 407 322-5788 Email: SPEEDYCALCS@YAHOO.COM Web: VWVW.SPEEDYCALCS.COM 1 Name of Room LIVING ROOM A DINING A 2 Running Feet of Exposed Wall 31.0 ft 9.0 ft 3 Ceiling Ht (Ft) and Gross Wall Area (SgFt) 10.8 ft 543.6 ft2 10.8 ft 292.6 ft2 4 Room Dimensions (Ft) and Floor Plan Area (SgFt) 1.0 x 230.0 ft 230.0 ft2 9.0 x 12.0 ft 108.0 ft2 5 Ceiling Slope (Deg.) and Gross Ceiling Area (SgFt) 01 ° 230.0 ft2 0 108.0 ft2 Type of Const., Panel HTM Area or f Btuh Area or Btuh Exposure Number Faces Lenght Lenght Htg. Clg. Heating S-Clg L-Clg Heating S-Clg L-Clg 6 IVIfaf 12C-0sw n 2,65 2.37, 184 486 435" 0 0 0 poo.r 11N0 n 10.18 10.87 0 0 0 0 0 0 VIE 12C-Osw a 2.65 2.37 0 0 0 97 194 174 N 2 glazing, dr ksa>e a 8.73 21,44 0 0 0 0 0 0 11 2 glazing, dr kvw•e a 8.73 21.44 0 0 0 24 210 514 2 oiazino. dr bw-e a 8.73 21.44 0 0 0 0 0 0 at4jt t 12c-0sw -. s OWa 00 0 0 0 0 0, 0 L.---.Domr s OW0.00 0 0' 0 0 0, 0 a 12C-05W w 2.65 2.37 151 267 239 0 0 0 F -Ciaz 2 glazing, dr bwe w 8,73 21,44 30 262 643 0 0 0 Door 11NO w 10.18 10.87 20 208 222 0 0 0 Ceil Attic ceiling; aspha . 0:67 1 25:' 230 154 289 10B 72 136. Flor 22A4pl 28.78 0.00 230 892 0 10B 259 0 C. Infiltration Heating Load (Btuh) 0.38 677 196 Effect WAR WAR' 12 rSensible Load (Btuh) ACH 0.33 220 0.10 64 -, 020 Latent Load (Btuh) Internal a Occupants at 2W and 2W Btuh 0 0 0 0 0 0 b Scenario number 900 0 13 c Default Adjustments d Custom Appliances 300 0 600 0 e Plants 0 0 14 Subtotal Sum lines 6 through 12 2960 3551 9" 1574 Duct EHLF & ESGF 01611 0.154 477 547 152 243 15 Loads ELG 79 37 16 VentAation Loads Vent Cf.- 52 E Cfm 52 17 Winter Humidification Load GaUDay D 18 Piping Load 19 61o. Heat 20 AED Excursion & Latent Moisture Migration Load 109 65 21 Total Load Sum lines 13 through 19 3437 4W8 1096 1817 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wwighat o 2018-Oct-0114:16:55 Right-Sufte0 Unive,.12018 18.0.16 RSU08373 page 2 iggirisMocumentsWVrightsoft HVACOUPLEX NTM.rup Caic = MJ8 Front Door faces: W Right-J80 Form J 1 Job: DUPLEX A a DUPLEX A Date: Sep 27, 2018 SPEEDY CALC'S LLC By: TRICIA HIGGINS Plan: CSF993 2W5 STATEN DRIVE, DELTONA, FL 32738 Phone: 407314-8495 Fax: 407322-5788 Email: SPEEDYCALCS@YAHOO.COM Web: VVWW.SPEEDYCALCS.COM 1 Name of Room U2 BATH A MCA 2 Running Feet of Exposed Wall 6.0 ft 0 ft 3 Ceiling Ht (Ft) and Gross Wall Area (SgFt) 10.8 ft 238.8 ft' 8.0 ft 162.4 ft' 4 Room Dimensions (Ft) and Floor Plan Area (SgFt) 6.0 x 6.0 ft 36.0 fN 6.0 x 5.0 ft 30.0 ft' 5 Ceiling Slope (Deg.) and Gross Ceiling Area (SgFt) 0 . 36.0 ftz 0 ° 30.0 ft' Type of Const., Panel I HTM I Area or I Btuh I Area or I Btuh Exposure Number Faces Lenght Lenght Htg. Clg. Heating S-Clg L-0Igg Heating S-Clg L Clg~ 6 11g1at42C-Osw n 2:65 2.37 0 0 0 0 0 0 1tN0 n 10A8 10.87 0 0 0 0 0• 0 E 12Ctlsw a 2.65 237 0 0 0 0 0 0 laz r le2glazing, di a 8.73 21.44 0 0 0 0 0 0 11 taz 2 glaft, dr kvw-e a 8.73 21,44 0 0 0 0 0 0 laz 2 olazirw, cir low-e a 8.73 21.44 0 0 0 0 0, 0 12G rr " s, O OO 0,00 0 0' 0 0 0 0 11P1E? , "' 000 0.00 o a 0 0 a o ft 12C-Osw w 2.65 2.37 65 172 154 0 0 0 Oz 2 gk tng, cir la-e w 8,73 21.44 0 0 0 0 0 0 r 11NO w 10,18 10,87 0 0 0 0 0 0 Cell . .. .. Attic ceiling, aspha 0,67 125: 36 24 45 " 30 20 38 Flor 22A-tpl 28.78 0.00 36 173 0 30 0 0 Infiftration Heating Load (Btuh) 0.38 131 0 WAR W© 12 Serstt Load (Bfuh) AGFi r 0 10200,06 Latent Load (Stuh) Internal a Occupants at 230 and 2W Btuh 0 0 0 0 0 0 b Scenario number 0 0 13 c Default AdjustmentsIdCustomAppliances 0 0 0 0 e Plants 0 0 14 Sulsidals Sum lines 6 through 12 499 ' 225 ! 29 Duct I EHLF 8 ESGF a1611 0.154 1 80 35 5 47 15 Loads ELG 12 J 10 16 Ventilation Loads Vert Cim 52 E Cfm 52 17 Winter Humidification Load Gal/Day 0 18 Piping Load 19 Btavver Heal 20 AED Excursion &Latent Moisture Migration Load 17 3 21 Total Load Sum Imes 13 through 19 580 259 33 351 Calculations aonroved by ACCA to meet all requirements of Manual J 8tlt Ed. wriigh sofR 2018-Oct-0114:16..55 Right-SuiieO U r4versal 2018 18.0.16 RSU08373 Page 3 igginslDocumentsWfthtsoft HVACOLIPLEX NTM.rup Cake = MJ8 From Door faces: W Right-J8@ Form J 1 Job: DUPLEX A s, i r i£ Date: Sep 27, 2018 By: TRICIA HIGGINS SPEEDY CALC'S LLC Plan: CSF993 2805 STATEN DRIVE, DELTONA, FL 32738 Phone: 407 314-8495 Fax: 407 322-5788 Email: SPEEDYCALCS@YAHOO.COM Web: VWWV.SPEEDYCALCS.COM 1 Name of Room LAUN A BEDROOM A 2 2 Running Feet of Exposed Wall 0 ft 13.0 ft 3 Ceiling Ht (Ft) and Gross Wall Area (SgFt) 8.0 It 132.0 ft2 10.8 It 519.6 ft2 4 Room Dimensions (Ft) and Floor Plan Area (SgFt) 6.0 x 4.0 ft 24.0 ft2 13.0 x 12.0 ft 156.0 ft2 5 Ceiling Slope (Deg.) and Gross Ceiling Area (SgFt) 0 24.0 ft2 0 156.0 ft2 Type of Const., Panel HTM Area or Btuh Area or Btuh Exposure Number Faces Lenght Lenght Htg. Clg. Heating S-Cig L-Clg Heating S-CIg L-Clg 6 li ., 12C40sw n 2,65 2.37 0 0, 0 0 0 0 r 11N0 n 10.18 10.87 0 0 0 0 0 0 .. It 12C-0sw a 165 2.37 0 0 0 140 332 297 2 glazing, dr e a 8,73 21,44 0 0 0 0 0 0 11 2 gazing, cir low-e a 73 21.44 0 0 0 0 0 0 az 2 oazino, dr low-e a 8.73 21.44 0 0 0 15 131 322 12C-0sxv '- s P3 00 0.00 0, 0 0 0 0: 0. 11Ni} s f):00 0,00 a G 0 0 0 0 fi 12C-0sw w 2.65 2.37 0 0 0 0 0 0 GF— taz 2 glazing, dr w 873 21,44 0 0 0 0 0 0 r 11NO w 10,18 10.87 0 0 0 0 0 0 Cell Attic ceiling; alpha 0.67 125 24 : 16 30 156 104, 196, Flor 22A-tp1 28.78 0.00 24 0 0 156 374 0 Infiltration Heating Load (ftrh) 0.38 0 284 Effect WAR WAR 12 Sensible Load (Btuh) ACH 0 0 0,14 92 0.20 Latent Load (Btuh) Internal a Occupants at 2W and 2W Btuh 0 0 0 1 23D 200 b Scenario number 0 0 13 C Default Adjustments d Custom Appliances 500 200 300 0 e Plants 0 0 14 Subtotals Sum lines 6 through 12 0 0 1 1 1232 1454 Duct EHLF & ESGF 0.161 0.154 0 0 199 224 15 Loads ELG 54 16 Ventilation Loads Vent Chn 52 E Cf 52 17 Winter Humidification Load Gal/Day 18 1 Piping Load 19 1 Blo. Heat 20 AED Excursion & Latent Moisture Migration Load 37 5 21 1 Total Load Sum limes 13 through 19 0 0 1431 1678 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. w-p p4t 2018-Oct-0114:16:55 Right-SudeO Urmrersai 2018 i8.0.16 RSU08373 Page 4 igginsZocumertslWrightsoft HVACOUPLEX NTMsnp Cale = MJ8 Front Door faces W Right-J8® Form J 1 Job: DUPLEX A ff" DUPLEX A Date: Sep 27, 2018 cww- SPEEDY CALC'S LLC Pla CSF99 HIGGINS Plan: CSF993 2805 STATEN DRIVE, DELTONA, FL 32738 Phone: 407 314-8495 Fax: 407 322-5788 Email: SPEEDYCALCS@YAHOO.COM Web: VWWV.SPEEDYCALCS.COM 1 Name of Room BEDROOM A 1 BATH A 2 Running Feet of Exposed Wall 12.0 ft 0 ft 3 Ceiling Ht (Ft) and Gross Wall Area (SgFt) 10.8 ft 464.0 ft2 8.0 ft 219.6 ft' 4 Room Dimensions (Ft) and Floor Plan Area (SgFt) 12.0 x 12.0 ft 144.0 ft2 8.0 x 7.0 ft 56.0 ft' 5 Ceiling Slope (Deg.) and Gross Ceiling Area (SqR) 0 144.0 ft' 0 56.0 ft2 Type of Const., Panel HTM Area or Btuh Area or Btuh Exposure Number Faces Lenght Lenght Htg. Clg. Heating S-Clg L-Ctg Heating S-Gg L-CIg 6 IVua 1 12C-0sw n 2.65 2.37 0 0 0 0 0 0 r 11N0 n 10.18 10.87 0 0 0 0 0 0 12C )sw a 2.65 2.37 0 0 0 0 0 0 E Iaz 2 gam, dr lave a 8.73 21.44 0 0 0 0 0 0 11 laz 2 glazing, cir low-e a B-73 21.44 0 0 0 0 0 0 2 olazirw. cir kw.,-e a 8.73 21.44 0 0 0 0 0 0 Vuat[ 12GQsw s 0_00 0.00 0 0 0 0 0 0 I -Door 11No s, 0A0- 0.00 0 0 0 0 0 0. 1 12C-Osw w 2.65 2.37 130 303 272 0 0 0 G,laz 2 glazing, dr lawe w 8.73 21.44 15 131 322 0 0 0 r 11NO w 10A8 10.87 0 0 0 0 0 0 Cell Attic ceiling, alpha 0.67 1.25 144 96 181 56 37 70 Flor 22A4pl 28.78 0.00 144 345 0 56 0 0 Infiltration Heating Load (Btuh) 0.38 262 0 Effect WAR WAR 12 Sensible Load (Btuh) ACH 0.13 85 I 0 I 0 4 020 Latent Load (Btuh) Internal a Oorxnparts at 230 and 200 Btuh 2 460 400 0 0 D b Scenario number 0 0 13 c Default AdjustmentsIdCustomAppliances 600 0 300 0 e Plants 0 0 t 14 Subtotals Sum firms 6 through 12 I 1145 2008 1 47 361 1 Chid EHLF & ESGF 0.1611 0,1541 1 184 1 309 1 8 1 56 15 Loads ELG 50 19 16 Venfilation Loads Vent C(m 52 E Cfm 52 117 Winter Humidification Load Gal/Day 0 r 18 Piping Load 19 Blower Heat 20 AED Exausian & Latent Moisture Migration Load 34 26 21 Total toad Stun runes 13 through 19 1330 2317 56 417 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4 - wrtghlssolt"' 20184Dct-0114:16..,55 RightSuite@Universal201818.0.16 RSU08373 Page iggins0ocumertsWrtghtsoft HVACIDUPLEX NTM.np Cale = M.18 Front Door faces: W Right,J8@ Form J1 Job: DUPLEX A DUPLEX A Date: Sep 27, 2018fl'11 HIGGINS SPEEDY CALLS LLC Plan: Plan: CSF99TRICIACSF993 2805 STATEN DRIVE, DELTONA, FL 32738 Phone: 407 314-8495 Fax: 407 322-5788 Email: SPEEDYCALCS@YAHOO.COM Web: VWWV.SPEEDYCALCS.COM 1 Name of Room HALL A 2 Running Feet of Exposed Wall 0 ft 3 Ceiling Ht (Ft) and Gross Wall Area (SgFt) 8.0 it 43.8 ft2 4 Room Dimensions (R) and Floor Plan Area (SgFt) 1.0 x 68.0 it 68.0 ft2 5 Ceiling Slope (Deg.) and Gross Ceiling Area (SqR) 0 68.0 ft2 Type of Const., Panel HTM Area or Btuh Area or I Btuh Exposure Number Faces Lenght Lenght Htg. Clg. Heating S-Clg L-Clg Heating S-Clg L-Clg 6 IVrfa112C4)sw n 2.65 2.37 0 0- 0 t Oocr 11NO n 10.18 10.87 0 0 0 12C-0sw a 2.65 2.37 0 0 0 E41wwaz 2 glazing, dr e a 8.73 21.44 0 0 0 11 kvv2glazing, dr la-e a 8.73 21.44 0 0 0 2 olazina. dr low-e a 8.73 21.44 0 0 0 Vltalf 12C-0sw 6 0.00 0.00 0 0 0 I_ _per 11N0 s 0,00 0.00 0 0 0 mil 12C43sw w 2.65 2.37 0 0 0 F -Glaz 2 glazing, dr bw•e w 8.73 21.44 0 0 0 1-- =r 11 NO w 10.18 10.87 0 0 0 Cell Attic ceiling, aspha 0.67 1.25 68 46 85 For 22A-tpl 28.78 0.00 68 0 0 Infiltration Heating Load (Btuh) 0.38 0 Effect WAR 12 Sensible Load (Bluh) I ACH 0 I I 0 I I I I 020 Latent Load (Btuh) Internal a Oocuperts at 230 wid 200 Bhdn 0 0 0 b Scenario number 0 13 c Default AdjushnentsIdCustomAppliances 0 0 e Plants 0 114 I Subtotals Sum fines 6 through 12 I I 0 I 0 I I I I I Duct HL & ESGF 0.161 0.154 0 0 15 LoadsI E 16 Ventilation Loads Vend Cfm 52 E Urn 52 17 I Winter Humidification Load Gal i 0 18 Piping Load 19 Blower Heat 20 AED Excursion & Latent Moisture Migration toad 6 21 Total Load Sum tines 13 through 19 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wr gf t oet 2018.Oct-Oct14:16:55 RightSuite Urnversa1201818.0.16RSU08373 Page 6 iggins0ocumerdslWnighlsolt HVACOUPLEX NTM.np Calc = MJ8 Front Door faces: W A Form - Worksheet A DUPLEX A SPEEDY CALC'S LLC Job: DUPLEX A Date: Sep 27, 2018 By: TRICIA HIGGINS Plan: CSF993 2805 STATEN DRIVE, DELTONA, FL 32738 Phone: 407 314-8495 Fax: 407 322-5788 Email: SPEEDYCALCS@YAHOO.COM Web: VWWV.SPEEDYCALCS.COM Supporting Detail Project Name: DUPLEX NTM Date: Sep 27, 2018 Address: 303 NATIONS ROAD, SANFORD, FL 32771 Phone: Job ID: DUPLEX A Worksheet A Location and Design Conditions Weather Location: Orlando Sanford, FL, US Elevation = 56 Latitude = 29 Indoor Conditions, Heating: DB = 70 °F RH = 50 % Indoor Conditions, Cooling: DB = 75 °F RH = 50 % Table 1 Conditions 99% DB = 41 °F 1% DB = 93 °F Grains Difference = 39 gr/lb Daily Range = M Design Temperature Differences HTD = 29 °F I CTD = 18 °F Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A * Wtightsoft- 2018-Oct-0114:16:55 Right-SuiteO Unvversal201818.0.16 RSU08373 Page 1 CrA ...igginslDocumerdsWVrighlsoft HVACIDUPLEX NTM.nip Cale = MJ8 Front Door faces: W Is Sheet 1 FINAL DUCT DESIGN TO BE COMPLETED ON JOB SITE BY HAVC CONTRACTOR DUE TO VARIATION IN TRUSS PACKET. THE MANUAL D WILL BE USED FOR CORRECT SUPPLY AIR AND RETURN AIR SIZING PER 2017 FL BLDG CODE 6TH EDITION Job #: DUPLEX A Performed by TRICIA HIGGINS for: NEW TRIBE MISSION 303 NATIONS ROAD SANFORD, FL 32771 UNITS LOCATED IN ATTIC SPEEDY CALC'S LLC 2805 STATEN DRIVE DELTONA, FL 32738 Phone: 407 314-8495 Fax: 407 322-5788 WWW.SPEEDYCALCS.COM SPEEDYCALCS@YI Scale: 1 : 107 Page 1 RightSuite® Universal 2018 18.0.16 RSU08373 2018-Oct-01 14:18:21 s\Wrightsoft HVAC\DUPLEX NTN Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.16 in H2O 0.16 in H2O Available static pressure 0.34 in H2O 0.34 in H2O Supply / return available pressure 0.224 / 0.116 in H2O 0.224 / 0.116 in H2O Lowest friction rate 0.120 in/100ft 0.120 in/100ft Actual air flow 793 cfm 793 cfm Total effective length (TEL) 284 ft Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk 12 BATH A h 580 44 15 0.159 4.0 Ox 0 VIFx 20.8 120.0 st1 BATH A c 417 4 24 0.183 4.0 0x 0 VI Fx 7.6 115.0 st1 BEDROOM A 1 c 2317 101 135 0.188 6.0 Ox 0 VIFx 9.0 110.0 st1 BEDROOM A 2 h 1431 109 98 0.196 6.0 Ox 0 VIFx 4.0 110.0 SO DINING c 1817 83 106 0,128 6.0 Ox0 VIFx 20.0 155.0 st3 KITCHEN A h 2462 187 154 0.124 7.0 Ox 0 VIFx 25.6 155.0 st3 LIVING ROOM A h 1718 131 120 0.120 6.0 Ox 0 VIFx 27.0 160.0 st3 LIVING ROOM A -A h 1718 131 120 0.126 6.0 Ox 0 VIFx 18.0 160.0 st3 WIC A c 351 3 20 0.165 4.0 Ox 0 VIFx 16.0 120.0 st1 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FIR fpm) in) in) Material Trunk st3 Peak AVF 532 500 0.120 678 12.0 0 x 0 VinlFlx SO st1 Peak AVF 793 793 0.120 742 14.0 0 x 0 VinlFlx Of*- wirightsoW 2018.Oct-0114:16:55 RightSufte® U rrivereal 2018 18.0.16 RSU08373 Page 1 igginslDocumerdsWNightsoft HVAC\DUPLEX NTM,rup Calc =" Frord Door faces: W Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) cfm) cfm) ft) FIR fpm) in) in) Opening (in) Matl Trunk rb2 0x 0 536 524 97.0 0.060 683 12.0 Ox 0 VIFx rt1 rb3 Ox 0 109 98 96.0 0.060 407 7.0 Ox 0 VIFx rt1 rb4 Ox 0 148 171 47.8 0.060 490 8.0 Ox 0 VIFx Name Trunk Type Htg cfm) Clg cfm) Design FIR Veloc fpm) Diam in) H x W in) Duct Material Trunk rt1 Peak AVF 645 622 0.060 604 14.0 0 x 0 VinlFlx wrriightsoft Right-Suite@Urriversa120181$_0.16RSU08373 I'rii ...iggins\DocumentsWlhightsoft HVACOUPLEX NTM.rup Cale = MJ8 Front Door faces: W 2018-W-01 14:16:55 Page 2 Static Pressure and Friction Rate Job: DUPLEX Date: Sep 27, 2018 DUPLEX A By: TRICIA HIGGINS SPEEDY CALVS LLC Plan: CSF993 2805 STATEN DRIVE, DELTONA, FL 32738 Phone: 407314.8495 Fax: 407322-5788 Email: SPEEDYCALCS@YAHOO.COM Web: WWW.SPEEDYCALCS.COM Nroiect 4ntorrnatloneaW r For NEW TRIBE MISSION, DUPLEX 303 NATIONSROAD, SANFORD, Heating Cooling in H2O) in H2O) External static pressure 0.50 0.50 Pressure losses Coil 0.10 0.1C Heat exchanger 0 0 Supply diffusers 0.03 0.02 Return grilles 0.03 0.02 Filter 0 0 Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available static pressure 0.34 0.34 Supply Return ft) ft) Measured length of run -out 16 7 Measured length of trunk 11 10 Equivalent length of fittings 160 80 Total length 187 97 Total effective length 284 Heating Cooling in/100ft) inl100ft) Supply Ducts 0.120 OK 0.120 OK Return Ducts 0.060 OK 0.060 OK Supply 4X=35, 1113=40, 11G=5, 11G=5, 11C=40, 1A=35: TotalEL=160 Return 6M=20, 110=40, 11G=5, 5E1=10, 11G=5: TotalEL=80 k W rightsoft"" 2018-Od-01 14:16:55 a Right-SudeO U niversal2018 18.0A6 RSU08373 Page 1 iggins0ocurnerdslWrightsoft HVAGOUPLEX NTM.np Calc = MJ8 Frond Door laces: W FORM R405-2017 U C.?C a` RECORD COpy RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the residential Simulated Performance Method shall include: V" This checklist A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address. a -ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation; name and version of the compliance software toot. name of individual completing the compliance report (one page) and an input summary checklist that can be used for field verification (usually four pages/may be greater). Energy Performance Level (EPL) Display Card (one page) HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403. 7 p Mandatory Requirements (five pages) Required prior to CO for the Performance Method: Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1 A - one page) V A completed Envelope Leakage Test Report (usually one page) If Form R405 duct leakage type indicates anything other than "default leakage", then a complete Form R405 Duct Leakage Test Report (usually one page) 1011/2018 2:27:00 PWI EnergyGauge USA. 6.0.02 (Rev, 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software I Page 1 of 1 RECORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: (DUPLEX 6 NTM 993 Builder Name: OWNER BUILDER Street: 303j NATIONS ROAD Permit Office. SANFORD City, State, Zip: SANFORD. FL, 32771 NEVif TRIBE MISSION Permit NumbeOwner: 4 13 4Design0,j Jurisdiction. lt?f Location: FL, Sanford County: SEMINOLE (Florida Climate Zone I. New construction or existing New (From Plans.) 9 Wall Types (1002.7 sgft.) insulation Area 2. Single family or multiple family Multi -fatuity a. Frame - Wood, Exterior R=13.0 757.33 ft- b. Framer Wood, Common R=110 245.33 ftl 3. Number of units. if multiple family 1 c, NIA R= ft2 4. Number of Bedrooms 2 d. NIA R= ft' 5. Is this a worst case? No 10, Ceiling Types (993,0 sgft,) Insulation Area a. Under Attic (Vented) R=42.0 993.00 It' 6. Conditioned floor area above grade (ft') 993 b, NIA R= ftz Conditioned Roor area below grade (ftl)' 0 c. NfA R= ft2 11. Ducts R ft' 7. VVindows(83.6 sqft.) Description Area a. Sup: Attic, Ret: Attic. AK Attic 6 187 a. U-Factor: Dbl„ U=0.30 83.61 ft= SHGC: SHGC=0.22 b. U-Factor: NIA ft' 12. Cooling systems kBturhr Efficiency SHGC: a, Central Unit 23.8 SEER:15.00 c. U-tractor: N/A ft' SHGC: 13. Heating systems Btulhr Efficiency d. U-Factor: NIA to a. Electric Heat Pump 23.0 HSPF:8,50 SHGC: Area Weighted Average Overhang Depth: 1.333 ft. Area Weighted Average SHGC: 0,220 14_ Hot water systems a. Electric Cap: 30 gallons 8. Floor T qTypes (99.,.0 s ft.) Insulation Area EF: Q.95Q a. Stab -On -Grade Edge Insulabon R=0.0 993.00 it' b. Conservation features b, N/A R= ft' None c. N/A R= ft' IS. Credits CF, Pstat Total Proposed Modified Loads: 28.63 Gass/Floor Area: 0.084 PASSSSTotalBaselineLoads: 29.67 t1 1 hereby certify that the plans and specifications covered by Review of the plans and this calculation are in c mpliance with the nda Energy Code. specifications covered by this calculation indicates compliance` p' with the Florida Energy Code,+ e O PREPARED BY: `='"s Before construction is completed DATE:—i—i's— this building will be inspected for compliance with Section 553.908' 3 k, l hereby certify that this building. as designed, is in compliance,aFloridaStatutes. with the Florida E.ner Code. C00 r'['t OWNER/AGENT: /( dice BUILDING OFFICIAL: DATE: c /0.2. Zo 18 DATE i2 19-I Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). 1011/2018 2:27 PM EnergyGauge®4' USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 4 2017 EPL DISPLAY CARD ENERGY PERFORMANCE LEVEL (EPL) DiSPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX" = 96 The lower the Energy Performance Index, the more efficient the home.. 1. New home or. addition I. New (From Plans) 12. Ducts, location & insulation level a) Supply ducts R 6.0 2- Single-family or multiple -family 2. Multi -family b) Return ducts R 6.0 c) AHU location Attic 3. No. of units ('if multiple -family) 3. 1 4. Number of bedrooms 4. 2 13. Cooling system: Capacity 23.8 a) Split system SEER 5, Is this a worst case? (yes/no) 5. No b) Single package SEER c) Ground/water source SEER/COP 6. Conditioned floor area (sq_ it_) 6. 993 d) Room uniVPTAC EER e) other 15.0 7_ Windows, type and area a) U-factor.(weighted average) 7a. 0.300 b) Solar Heat Gain Coefficient (SHGC) 7b. 0.220 14. Heating system: Capacity 210 c) Area 7c. 83.6 a) Split system heat pump HSPF b) Single package heat pump HSPF 8. Skylights c) Electric resistance COP a) U-factor.(weighted average) 8a. NA d) Gas furnace, natural gas AFUE b) Solar Heat Gain Coefficient (SHGC) 8b. NA e) Gas furnace, LPG AFUE f) other 8.50 9. Floor type, insulation level: a) Slab -on -grade (R-value) 9a. 0.0 b) Wood, raised (R-value) 9b. 15. Water heating system c) Concrete, raised (R-value) 9c. a) Electric resistance EF 0.95 b) Gas fired, natural gas EF 10. Wail type and insulation: c) Gas fired, LPG EF A. Exterior. d) Solar system with tank EF 1. Wood frame (insulation R-value) 10A1. 13.0 e) Dedicated heat pump with tank EF 2. Masonry (insulation R-value) 10A2. f) Heat recovery unit HeatRec% B. Adjacent_ g) Other 1. Wood frame (insulation R-value) 1061, 2. Masonry (insulation R-value) 10132. 16. HVAC credits claimed (Performance Melhod) 11. Ceiling type and insulation level a) Ceiling fates Yes a) Under attic 1 la. 42.0 b) Cross ventilation No b) Single assembly 1.1b. c) Whole house fan No c) Knee walls/skylight walls 11c. d) Multizone cooling credit d) Radiant barrier installed 11d. No e) Multizone heating credit f) Programmable thermostat Yes Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT I certify that this home has complied with the Florida Building Code, Energy Conservation, through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL display card will be completed based on installed code compliant features. Builder Signature: Date: /d, Address of New Home: 301 NATIONS ROAD City/FL Zip: SANFORD, FL 32771 1011,t2018 2:29:19 PM EnergyGauge D USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT PROJECT Titter. DUPLEX B NTNv1 993 Bedrooms: 2 Address Type: Street Address Building Type: User Conditioned Area: 993 Lot # Owner Name: NEW TRIBE MISSION Total Stories: 1 BlocklSubdivisioni of Units- 1 Worst Case: No PlatBook: Builder Name. OWNER BUILDER Rotate Angle: 0 Street. 301 NATIONS ROAD Permit Office.-. SANFORD Cross Ventilation: County: SEMINOLE Jurisdiction: 691500 Whole. House Fan.: City. State, Zip: SANFORD . Family Type: Nlul4i-famity FL. 32771 NewlExisting: New (From Plans) Comment.. CLIMATE Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Sanford FL ORLAANDO SANFOR 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blocki 993 79" SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated i Main 993 79" Yes 3 2 1 Yes Yes Yes FLOORS f # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge lr6ulatia Main 95 ft 0 993 ft, 0A 0 0.6 ROOF Roof Gable Roof Rad Solar SA Emitt Emitt. Deck Pitch Type Materials Area Area Color Barr Absor, Tested Tested Insul. (deg) 1 Gavle or shed Composition shingles 111 1 ft7 248 ft' Medium N 0.85 No 0.9 No 0 26.6 ATTIC t # Type Ventilation Vent Ratio (1 in) Area RBS IRCC I Full attic Vented 300 993 ftlt N N CEILING V # Ceding Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 42 Blown 993 ft' 0.11 Wood 1011Q018 2.27 PM EnergyGaugeO USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 2 of 4 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below z # Omt To Wait Type R-Value Ft in Ft In Area R-Value Fraction Absor. Grade% 1 W Exterior Frame - Wood Main 13 32 8 256.0 ft2 0.23 0.2 0 2 N Neighbor Frame - Wood Main 13 30 a 8 245.3 ft2 0,23 0.2 0 3 E Exterior Frame - Wood Main 13 32 8 256.0 ft' 0.23 0.2 0 4 S Exterior Frame - Wood Main 13 30 a 8 245.3 ft' 0.23 0.1 0 DOORS V Omt Door Type Space Storms U-Value Width Height Area Ft In Ft in 1 W Insulated Main None A6 36 8o 20 ft' 2 S Insulated Main None -46 36 80 20 ff' WINDOWS Orientation shown is the entered. Proposed orientation. wall Overhang Ii Omt tD Frame Panes NFR.0 U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 W 1 Vinyl Low-E Double Yes 0.3 0.22 N 27.0 it' t h 4 in 1 ft 4 in Drapes'blinds Exterior 5 2 W 1 Vinyl Low-E Double Yes 02 0,22 N 13.5 ft2 1 ft 4 in t ft 4 in Drapestblinds Exterior 5 3 E 3 Vinyl Low-E Double Yes 0.2 0.22 N 13-5 it' 1 it 4 in i it 4 in Drapes/blinds Exterior 5 4 E 3 Vinyl Low-E Double Yes 0.3 0.22 N 23.0 ft2 1 ft 4 in 1 ft 4 in Drapeslblinds Exterior 5 5 E 3 Vinyl Lowe-E Double Yes 0,3 0.22 N 6.6 ft' 1 ft 4 in 1 ft 4 in Drapeslblinds Exterior 5 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 I Wholehouse Proposed ACH(50) .000356 926.8 50.88 95.69 1339 7 HEATING SYSTEM VP System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump) None HSPF.:8.5 23 kBtuthr 1 sys,#'I COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR BIOCk Ducts 1 Central Unitl None SEER: tS 23.8 kBtulhr 793 cfm 0.8 1 sys#1 HOT WATER SYSTEM V System Type Sub T ype Location EF Cap Use SetPnt Conservation 1 Etectric Norte Attic 0.95 30 gat 5o gat 120 deg None 1011t2018 2:27 PM EnergyGaugeO USA 6.0.02 (Rev. 1 1 - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 3 of 4 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model Area Volume FEF None None ft' DUCTS Supply Return --- Air CFM 25 CFM25 HVAC # Location R-Value Area Location Area Leakage Type Handier TOT OUT ON RLF Heat Cool 1 Attic 6 157 ft" Attic 97 ft' Default Leakage Attic Default) (Default) 1 1 TEMPERATURES Programable Thermostat'. Y Ceiling Fans: Cool in Jan Feb Mar Apr May X Jun X Jui X AugX Se Oct f Nov Dec Heat) 9 JanXjxj Febki Mar Ar May Jun Jui Au Sep Oct X1 NovX Dec Veniin Jan Feb Mar thl A r may Jun Jul AugSep Oct X Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 S 10 It 12 Cooling (WD) Ate 78 78 78 78 8 78 78 78 80 80 80 80 pM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH} AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 66 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 MASS Mass Type Area Thickness Furniture Fraction Space Default(8 lbslsq ft. 0 W 0 ft 0.3 Main 1011f2018 2:27 Ptb1 EnergyGauge0 USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 4 of 4 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods 77 ADDRESS: 301 NATIONS ROAD Permit Number: SANFORD . FL, 32771 MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL 0 R401.3 Energy Performance 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 553.9085.. Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presoid and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a duelling 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 code compliance for the building, A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4 t through R402.4.5, Exception: Dwelling units of R-2 Occupancies and multiple attached single fancily dwellings shall be. permitted to comply with Section C402.5. Q R402.4.1 Building thermal envelopW building thermal envelope shalt 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.. R402.4.1.1 Installation.The components of the building thermal envelope as listed in Table R402,4,1.1 shall be installed in accordance with The manufacturer's instructions and the criteria fasted in Table R402.4.1.1, as applicable to the method of construction. Where required by the code official.. an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSWESNET11CC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7). Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f). (g) or (i) or an approved 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. Exception: Testing is not required for additions. alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 65 percent of the building thermal envelope. During testing: 1, Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended %veatherstripping or other infiltration control measures.. 2. Hampers including exhaust, intake. makeup air., backdraf4 and flue dampers shall be closed. but not seated beyond intended infiltration control measures_ 3. Interior doors, if installed at the time of the lest, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test. shall be turned off. 6. Supply and return registers, if installed at the time of the test. shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shalt have tight -felting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doers on factory -built fireplaces listed and labeled in accordance with UL 127. the doors shall be tested and listed for the fireplace.. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. n R402.4.3 Fenestration air ieakage.Windows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per LJ square foot (1.5 tJsfm2;, and swinging doors no more than 0-5 cfm per square foot (2.6 Lis1m2'), when 'tested according to NFRC 400 or AAMA1 WDMA>CSA 1011I.S.21A440 by an ,accredited, independent laboratory and listed and labeled by the manufacturer Exception: Site -built vrindows, skylights and doors. 1011/2018 2:29 PM EnergyGauge(} USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page t of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be seated and insulated in accordance with the envelope requirements of Table: R402.1.2, where the Malts, floors and ceilings shail meet not less than the basement wall R-value requirement_ The door into the room shall be fully gasketed and any waterlines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R4 Exceptions: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2, fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential 0 R402.4.5 Recessed fighting. Recessed luminaires installed in the building thermal envelope shall be seated 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 than 2 0 cfm (0.944 t.es) when tested in accordance with ASTM E283 at a 1,57 psf (75 Pay pressure differential_ All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wail or ceiling covering. SECTION R403 SYSTEMS R403. 1 Controls, QR403. 1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403. 1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that. except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. QR403. 3.2 Seating (Mandatory) All ducts. air handlers. filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers. shall be constructed and sealed in accordance with Section C403. 2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSVRESNET{ICC 380 by either individuals as defined in Section 553.993(5) or 7), Florida Statutes,. or individuals licensed as set forth in Section 489.105(3(f). (9) or (i), Florida Statutes, to be "substantially leak free- in accordance with Section R403.3.3. o R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for :an air leakage of no more than 2 percent of the design ain3ow, rate when tested in accordance with ASHRAE 193. ElR403. 3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods*.. Rough - in test Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system. including the manufacturer' s air handler enclosure if installed at thee time of the test. Ali registers shall be taped or otherwise sealed during the test. 2. Postconstruction test- Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise seated during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Dud testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. 1: 1R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums_ F1R403. 4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41°C) or below 55`F (13`C) shaft be insulated to a minimum of R-3. R403. 4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind,, and shall provide shielding from War radiation that can cause degradatio+ z of the material_ Adhesive tape shall not be permitted. R403. 5.1 Heated water circulation and temperature maintenance systems (Mandatory). Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. Q R403. 5.1.1 Circulation systems. Heated water circulation systems shalt be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identficalion of a demand for hot water within the orcupar: cy. The controls shall autortlaticafly turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot crater. R403. 5A.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy 10/ 112018 2:29 PM EnergyGauge USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) o R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and Upward bend of at least 3 V. inches f.89 mm) in the hot water distribution line and cold water tine located as close as possible to the storage tank. R403,5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 Automatic controls. Service heater -heating systems shalt 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). R403.5.6.1.2 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 permil the energy supplied to the main burners) of combustion types of service water -heating systems to be turned off. Q R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter .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 meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water -heating systems- Solar systems for domestic hot water production are rated by the annual solar energy factor 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 accodance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water -heating systems should meet the following criteria: t, Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code. Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. o R403.6.1 Whole -house mechanical ventilation system fan efficacy. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation shall meet the following criteria: 1. The design air change per hour minimums for residential buildings in A.SHRAE 62.2. Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics. crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19. space permitting, or R-10 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403-7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in .accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building, The manufacturer and model number of the outdoor and indoor units (if split system) shalt be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors. provisions for future expansion or other factors that affect equipment sizing_ System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shalt have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM CFM) MINIMUM EFFICACY ;a CFWWATT} AIRFLOW RATE MAXiMU CFM) Range hoods Any 2.8 dri-dwatt Any In -fine fan Any 2.8 cfm>wait Any Bathroom, utility room 10 1.4 cfmluatt 90 Bathroom, utility room 90 2.8 cfmtivatt Any For SI: 1 cfm = 28.3 Umin. a. When tested in accordance with HVI Standard 916 101112018 2;29 PM EnergyGauge& USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1,15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturers product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data 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. Design values for entering viet-bulb and dry-butb temperatures shall be for the indoor dry bulb and relative humidity used for the toad calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions - Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible toad but not less than 80 percent of that load 2. When signed and seated by a Florida -registered engineer,. in attached single- and muftipte-family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. EiR403 7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section LJ R4017.1.1. and the heat pump tots€ cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating toad is 1.15 tames greater than the design cooling load. R403.7-1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design, requirements calculated according to the procedure selected in Section R403.7.1- R403.7.1.2-3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance Web Section R403.7.1.. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events., shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: A separate coaling or heating system is utilized to provide cooling or heating to the major entertainment areas. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with SectionsElC403andC404ofthetECC—Commercial Provisions in fieu of Section R403 R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice-mefting systems., supplied through energy service to the building; shall include automatic controls capable of shutting off the system when the pavement temperature is above 50'F (IO'C), and no precipitation is failing and an automatic or manual control that wiil allow shutoff when the outdoor temperature is above 40`F (4.8'C). 1 R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools aril permanent spas 1_I shalt be in accordance with Sections R403.1O.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral pan of the heater mounted on the exterior of the heater. or external to and within 3 feet (914 mm) of the heater. Operation of such switch shalt not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the povrer to the heater. Gas -fired heaters shalt not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shaft be installed for heaters and pump motors. Heaters and pump motors that have buitt-in time switches shall be in compliance with this section. Exceptions: 1. 'Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. where pumps are powered exclusively from on -site renewable generation. R403.10.3 Covers. Outdoor heated swimtmrng pools and outdoor permanent 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: Where more than 70 percent of the energy for heating, computed over an operation season; is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and ail -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 20'13, when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 1011I2018 2:29 PM EnergyGauge i USA 6-0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 4 of 5 Fj R403.10.5 Heat pump pool heaters. Heat pump pool heaters shalt have a minirnum COP of 4.0 when tasted in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low AirTemperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. n R403.11 Portable spas (Mandatorfihe energy consumption of electric -powered portable spas shall be controlled by the Lf requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404. 1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high - efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy tamps. Exception: Low -voltage lighting. R404. 1.1 Lighting equipment (Mandatory). Fuel gas fighting systems shall not have continuously burning pilot tights.. 101112018 229 PM EnergyGauge tUSA 6,.0.02 (Rev, 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 5 of 5 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name, DUPLEX B NTM 993 Builder Name: OWNER BUILDER Street: 301 NATIONS ROAD Permit Office: SANFORD City, State, Zip SANFORD , FL, 32771 Permit Number; U Owner: NEW TRIBE MISSION Jurisdiction: 691500 w Design Location- FL. Sanford U COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall The exterior thermal envelope contains a continuous air barrier not be used as a sealing material. requirements Breaks or joints in the air barrier shall be seated The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiiingisoffitCeilinglattictheinsulationandangapsintheairbarriershallbesealed. Y 9 p shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be seated. Walls The junclion of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity seated. with a material having a thermal resistance of R-3 Knee walls shalt be sealed, per inch minimum. Exterior thermal envelope insulation for framed walls shalt be installed in substantial contact and continuous alignment with the air barrier, Windows. skylights The space between windowidoor jambs and framing, and and doors skylights and framing shall be seated. Rim joists Rim joists shall include the air barrier, Rim joists shall be 'insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insutation shall be installed to including insulation, maintain permanent contact with the underside of above -garage subfloor decking.; or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing. or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members.. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder'%vith overlapping joints taped. shall be permanently attached to the crawlspace Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on Narro,.v cavities installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac as. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be seated to the drywall. thermal envelope shall be air tight and iC fated. Plumbing and wiring Bait insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shalt Showerltub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated Electricalfphone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boats HVAC register hoots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed. concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover olatps and walls of ppilings a. In addition, inspection of log walls shall be in accordance with the provis:ohs of iCC-400. 101V2018 2:29 PM EnergyGauge b USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of t Envelope Leakage Test Report (Blower Door Test) Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdiction. 691500 Permit Job lnformattftrrt Builder. OWNER BUILDER Community: Lot NA Address.- 301 NATIONS ROAD City: SANFORD State.- FL Zip: 32771 jr., ea P- ce PMefhod1Tt' 'a 0, "e i:iuildih9 g rid v 'S, 7— a ertr6d.a h 16 a e, rat of exk in?!,wW!0IM10164h 4*0 n e not off 6' ihartges per hour avress'ure W02ihcti' 00, a4 J 6ir Q0_,Th4,b6! vnh Oill:*iei4i avng,,, mf, 9 hg ssshbWhonas'mfiltir'` 11' b season AGH3Q; Form or qjqi 24;f T000H _1P5 x 60 7944 Method for calculating building volume: CFM(50) Building Volume ACH(50) 0 Retrieved from architectural plans 0 PASS 0 Code software calculated When ACH(50) is less than 3, Mechanical Ventilation installation 0 Field measured and calculated L rriust, be verified by building department, R402.4.1.2 Testing. Testing shall be conducted in accordance with ANSI/RESNETACC 380 and reported at a pressure of 0.2 inch w.g. (50 Pascals) Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statues.or individuals licensed as set forth in Section 489,105(3)(0, (9), or (t) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to thecode official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Extenor windows and doers, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake. makeup air, back draft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shalt be closed and sealed, 5. Heating and cooling systems, if installed at the time of the test, shall be turned off.. 6. Supply and return registers, it installed at the time of the test, shall be fully open. Q61vestind pahy X Company Narne-. Phone-. I hereby verify that the above Air Leakage results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the compliance method selected above. Signature of Tester: Date of Test: Printed Name of Tester: License/Certification #: Issuing Authority: 101112018 2-.M21 PM EnerqyGaugeO USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 61h Edition (2017) Compliant Software Page 1 of I Manual S Compliance Report Job: DUPLEX B gALEX Date: By: Sep 27, 2018 TRICIA HIGGINS t, SPEEDY CALC'S LLC Plan: CSF993 2805 STATEN DRIVE, DELTONA, FL 32738 Phone: 407 314.8495 Fax: 407 322.6788 Email: SPEEDYCALCS@YAHOO.COM Web: VNNW.SPEEDYCALCS.COM For. NEW TRIBE MISSION, DUPLEX B 301 NATIONS ROAD, SANFORD, FL 32771 Design Conditions Outdoor design DB: 93.0°F Sensible gain: 14549 Btuh Entering coil DB:. 76.9°F Outdoor design WB: 75.2*F Latent gain: 4584 Btuh Entering coil WB: 63.8'F Indoor design DB: 75.0°F Total gain: 19133 Btuh Indoor RH: 50% Estimated airflow: 793 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Trane Model: 4TWR5024H1+TEM4AOB24S21++TDR Actual airflow: 793 cfm Sensible capacity: 17330 Btuh 1191/o of load Latent capacity: 4710 Btuh 103% of load Total capacity: 22040 Btuh IIF/o of load SHR: 79% Design Conditions Outdoor design DB: 40.9°F Heat loss: 12003 Btuh Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Trane Model: 4TWR5024H1+TEM4AOB24S21++TDR Actual airflow: 793 cfm Output capacity: 20585 Btuh 172% of load Supplemental heat required: 0 Btuh Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 793 cfm Output capacity: 5.0 kW 142% of load Temp. rise: 20 °F Meets all requirements of ACCA Manual S. Entering coil DB: 67.8°F Capacity balance: 23 °F Economic balance: -99 °F W'rlY iltS0 ' 2018-Oct-0114:29:11 RightSuite® Universal201818.0,16 RSU08373 Page 1 iv1 1l ... iggirm DocumentsWightsoft HVACIDUPLEX NTM.np Cale = W8 Frond Door faces: W Project Summary1ry Job: DUPLEX B Date: Sep 27, 2018 i DUPLEX B By: TRICIA HIGGINS SPEEDY CALC'S LLC Plan: CSF993 28DS STATEN DRIVE, DELTONA, FL 32738 Phone: 407 314$495 Fait: 407 322-5788 Email: SPEEDYCALCS@YAHOO.COM web: WO W.SPEEDYCALCS.COM For: NEW TRIBE MISSION, DUPLEX B 301 NATIONS ROAD, SANFORD, FL 32771 Notes: Load Calculation was obtained via electronic copy of drawing Weather: Orlando Sanford, FL, US Winter Design Conditions Summer Design Conditions Outside db 41 'F Outside db 93 °F Inside db 70 °F Inside db 75 °F Design TD 29 °F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 39 gr/lb Heating Summary Structure 8886 Btuh Ducts 1446 Btuh Central vent (52 cfm) 1670 Btuh Outside air Humidification 0 Btuh Piping 0 Btuh Equipment load 12003 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 Heating Cooling Area (ft2) 993 993 Volume (ft3) 9886 9886 Air changes/hour 0.38 0.20 Equiv. AVF (cfm) 63 33 Heating Equipment Summary Sensible Cooling Equipment Load Sizing Structure 11703 Btuh Ducts 1813 Btuh Central vent (52 cfm) 1033 Btuh Outside air Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 14549 Btuh Latent Cooling Equipment Load Sizing Structure 2868 Btuh Ducts 342 Btuh Central vent (52 cfm) 1374 Btuh Outside air Equipment latent load 4584 Btuh Equipment Total Load (Sen+Lat) 19133 Btuh Req. total capacity at 0.79 SHR 1.5 ton Cooling Equipment Summary Make Trane Make Trane Trade TRANE Trade TRANE Model 4TWR5024H1 Cond 4TWR5024H1 AHRI ref 9922537 Coil TEM4A0B24S21++TDR AHRI ref 9922537 Efficiency 8.5 HSPF Efficiency 12.5 EER, 15 SEER Heating input Sensible cooling 18802 Btuh Heating output 23000 Btuh @ 47° F Latent cooling 4998 Btuh Temperature rise 26 F Total cooling 23800 Btuh Actual air flow 793 cfm Actual air flow 793 cfm Air flow factor 0.077 cfm/Btuh Air flow factor 0.059 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.76 Capacity balance point= 23 °F Backup: Input = 5 kW, Output = 17061 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. fV wrdghtsoft 2018-Oct-01 14:29:11 Right Sudety Universal 2018 18.0.16 RSU08373 Page 1 AC...igginslDocun*sents\wrightsoft HVAC\DUPLEX NTM.rup Calc = MJ8 Front Doorfacex w Component Constructionsp Job: DUPLEX B Date: Sep 27, 2018 DUPLEX B By: TRICIA HIGGINS SPEEDY CALC'S LLC Plan: CSF993 2805 STATEN DRIVE, DELTONA, FL 32738 Phone: 407 314-8495 Fax: 407 322-5788 Email: SPEEDYCALCS@YAHOO.COM Web: VWWV.SPEEDYCALCS.COM For. NEW TRIBE MISSION, DUPLEX B 301 NATIONS ROAD, SANFORD, FL 32771 Y- sigg 0 ® • Location: Indoor: Heating Cooling Orlando Sanford, FL, US Indoor temperature (°F) 70 75 Elevation: 56 ft Design TD (°F) 29 18 Latitude: 29ON Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 24.6 38.7 Dry bulb (°F) 41 93 Infiltration: Dailyrange (°F) - 17 ( M) Method Simplified Wet bulb (OF) - 75 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions or Area U-value Insul R Htg HTM Loss Cig HTM Gain ft' BtuhM'-'F ft'-`F..etuh Btuh/ft' Btuh Btuh/ft' Btuh Walls 12C-Osw. Frm wall, wd ext, 3/8" wood shth, r-13 cav ins, 1/2" gypsum a 296 0.091 13.0 2.65 783 2.37 701 board int fnsh, 2'x6" wood frm, 16" o.c. stud S 307 0.091 13.0 2.65 814 2.37 729 w 259 0.091 13.0 2.65 685 2.37 613 all 862 0.091 13.0 2.65 2282 2.37 2042 Partitions none) Windows 2 glazing, clr low-e outr, argon gas, insulated vinyl frm mat, clr innr, 1/2" e 6 0.300 0 8.73 52 21.4 129 gap, 1/4" thk: 2 glazing, clr low-e outr, argon gas, insulated vinyl frm mat, clr innr, 1/2' gap, 1/4" thk; NFRC rated (SHGC=0.22); 50% blinds 45°, medium 50% outdoor insect screen; 1.4 ft overhang (3 ft window ht, 1.4 ft sep.); 6.67 ft head ht 2 glazing, clr flow-e outr, argon gas, insulated vinyl frm mat, cir innr, 1/2" e 24 0,300 0 8.73 210 21 A 514 gap, 1/4" thk: 2 glazing, cir low-e outr, argon gas, insulated vinyl frm mat, cir innr, 1/2' gap, 1/4" thk; NFRC rated (SHGC=0.22); 50% blinds 45°, medium 50% outdoor insect screen; 1.4 ft overhang (4 ft window ht, 1.4 ft sepp. ; 6.67 ft head ht ow-e2glazing, clr outr, argon gas, insulated vinyl frm mat, clr innr, 1/2" e 15 0.300 0 8.73 131 21.4 322 gap, 1/4" thk: 2 glazing, clr low-e outr, argon gas, insulated vinyl frm mat, clr innr, 1/2" gap, 1/4" thk, NFRC rated (SHGC=0.22), 50% blinds 45°, medium 50% outdoor insect screen; 1 A ft overhang (5 ft windoww 45 0.300 0 8.73 393 21.4 965 ht, 1.4 ft sep.); 6.67 ft head ht all 60 0.300 0 8.73 524 21.4 1286 Doors 11 NO: Door, mtl eps core type s 20 0.350 8.7 10.2 208 10.9 222 w 20 0.350 8.7 10.2 208 10.9 222 all 41 0.350 8.7 10.2 416 9 443 Ceilings Attic ceiling, asphalt shingles roof mat, r-42 ceil ins, 1/2" gypsum board 992 0.023 42.0 0.67 664 1.25 1245 int fnsh: Attic ceiling, asphalt shingles roof mat, r-42 ceil ins, 112' gypsum board int fnsh A. * wrightsoft 2018-Oct-0114:29:11 1. .,H,,..,.'; .' RightSuite®Urriversa1201818,0.16 RSU08373 Page 1 tggtns%DocumerdsWfthtsoft HVACIDUPLEX NTM.nip Calc = MJ8 Front Door faces W Floors 22A-tpl: Bg floor, light dry soil, on grade depth 95 0.989 0 28.8 2734 wrightsoft— 2018-Oct-01 14:29:11 Right-SuiteO Urdversal2018 18.0.16 RSU08373 Page 2 AC +k ...igginmowrnerdsWrightsoft HVACIDUPLEX NTM.rup Calc = MJ8 Front Door tares: W AED Assessment Job: DUPLEX B Date: Sep 27, 2018 DUPLEX B By: TRICIA HIGGINS 3 SPEEDY CAL'S LLCC Plan: cSF993 2805 STATEN DRIVE, DELTONA, FL 32738 Phone: 407 314-8495 Fax: 407 322.5788 Email: SPEEDYCALCS@YAHOO.COM Web: MM.SPEEDYCALCS.COM pf Fi Location: Orlando Sanford, FL, US Elevation: 56 ft Latitude: 29°N Outdoor: Dry bulb (OF) Dailyrange (°F) Wet bulb C F) Wind speed (mph) NEW TRIBE MISSION, DUPLEX B 301 NATIONS ROAD, SANFORD, FL 32771 Heating 41 15.0 Cooling 93 17 (M 75 7.5 Indoor: Heating Indoor temperature ('F) 70 Design TD (OF) 29 Relative humidity (%) 50 Moisture difference (gr/lb) 24.6 Infiltration: Hourly Glazing Load Far d CW OF rwrN nvaage i AEDW Maximum hourly glazing load exceeds average by 27.5%. Zone has adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 0 Btuh Cooling 75 18 50 38.7 IYPVIi`ightsoft- 2018-0ct-0114:29:11 r.. •<.: ,... w..,. RightSuiteO Universal201818.0.16 RSU08373 Page 1 JggimOocumentsWrightsoft HVAC\DUPLEX NTM,rup Caic = WS Frond Door faces: W Right-J8@ Form J1 Job: DUPLEX B x DUPLEX B Date: Sep 27, 2018 SPEEDY CALC'S LLC By: CSF99 HIGGINS Plan: CSF993 2805 STATEN DRIVE, DELTONA, FL 32738 Phone: 407 314-8495 Fax: 407 322-5788 Email: S PEE DYCALCS@YAHOO.COM Web: WWW.SPEEDYCALCS.COM 1 Name of Room DUPLEX B KITCHEN B 2 Running Feet of Exposed Wall 95.0 it 24.0 ft 3 Ceiling Ht (Ft) and Gross Wall Area (SgFt) 10.0 It 2698.2 ft2 10.3 ft 264.6 ft2 4 Room Dimensions (Ft) and Floor Plan Area (SgFl) 992.0 ft2 10.0 x 14.0 It 140.0 ft2 5 Ceiling Slope (Deg.) and Gross Ceiling Area (SgFl) 0 992.0 ft' 0 140.0 ft' Type of Const., Panel HTM Area or Btuh Area or Btuh Exposure Number Faces Lenght Lenght Htg. Clg. Heating S-Gg L-CIg Heating S-Gg L Ig 6 IVfaI12C4)sw n 0:00 0.00 0 0 0 0 0 0 t--Door 11NO n 0.00 0.00 0 0 0 0 0 0 12C-Osw a 2,65 2.37 341 783 701 103 257 230 11 Ntaz 2 glazing, dr lv e 2 glazing, dr low•e e a 8,73 8.73 21,44 21.44 6 24 52 210 129 514 6 0 52 0 129 0 2 clazln o. dr low-e a 8.73 21.44 15 131 322 0 0 0 V a1t 12C4Osw s 265 2.37 328 814 729 144 32B 293 4--D. 11N0 s 10.18 10,87 20 r- 20D 222 20 20B 222 teal1 G az 12C-w 2 glazbg, dr bwe w w 2.65 813 2.37 21.44 324 45 685 393 613 965 0 0 0 0 0 0 r 11 NO w 10,18 10.87 20 208 222 0 0 0 Ged Aft ceiling(; aspha 0.67 125 992 664 1245 140 94 176 Flor 22A4pl 28.78 0.00 992 2734 0 140 691 0 Infiltration Heating Load (Btuh) 0.38 2006 500 EffectE WAR WAR 12 Sensible Load (Btuh) ACH 1.00 1fE 653 025 4 163 020 Latent Load (Btuh) 868 Internal a Occupants at 230 and 200 Btuh 3 690 600 0 0 0 b Scenario number 2100 12DO 13 c Default AdjustmentsIdCustomAppliances 2600 1400 0 1200 e Plants 0 0 14 Subtotals Sum fines 6 through 12 8886 11703 2868 I 2132 2290 Dud EHLF 8 ESGF 0.163 OA 55 1446 1813 347 355 15 Loads ELG 342 16 Ventilation loads Verd Cfm 52 E Cf. 52 1670 1033 1374 117 Writer Hunnidifrcation Load Gal/Day 0 0 18 j Piping Load 0 19 1 Blower Heat 0 r201 AED Excision & Latend Moisture Migration Load 0 127 21 Total Lead Sum Fines 13 through 19 120M 14549 4584 2478 2645 Calculations approved by ACCA to meet all requirements of Manual J 8it1 Ed. 4 2018.Oct-0114:29:11 Right-SuiteO Urniversal 2018 18.0A6 RSU08373 Page 1 ggins0ocumentslWrightsoft HVACOUPLEX NTM.nnp Cale = MJ8 Fiord Door faces: W Right-J8® Form J 1 Job: DUPLEX B DUPLEX B Date: Sep 27, 2018 TRICIA SPEEDY CALC'S LLC Byy: CSF99 HIGGINS Pfan: SF993 2805 STATEN DRIVE, DELTONA, FL 32738 Phone: 407 314-8495 Fax: 407 322-5788 Email: SPEEDYCALCS@YAHOO.COM Web: VVVVW.SPEEDYCALCS.COM 1 Name of Room LIVING ROOM B DINING B 2 Running Feet of Exposed Wall 31.0 ft 9.0 it 3 Ceiling Ht (Ft) and Gross Wall Area (SgFt) 10.8 it 519.7 ft' 10.8 ft 275.7 ftz 4 Room Dimensions (Ft) and Floor Plan Area (SgFt) 1.0 x 230.0 ft 230.0 ft' 9.0 x 12.0 ft 108.0 ftz 5 Ceiling Slope (Deg.) and Gross Ceiling Area (SgFt) 0 ° 230.0 ft2 0 108.0 ft' Type of Const., Panel HTM Area or Btuh Area or Btuh I Exposure Number Faces Lenght Lenght Htg. Clg. Heating S-Clg L-Clg Heating S-Gg L-Cig 6 IWaI12C-0sw n Ono 0.00 0 0' 0 0 0 0 1--Door 11 NO n 0.00 0.00 0 0 0 0 0 0 I 12C4Osw a Z65 2.37 0 0 0 97 194 174 2 glazing, dwrlo a 8,73 21,44 0 0 0 0 0 0 11 2 glazing, dr law-e a 8.73 21 A4 0 0 0 24 210 514 laz 2 glazirm. dr,bpw-e a 8.73 21.44 0 0, 0 0 0 0 w12C sw s : 2:65 . 2.37 184 486 435 ` 0 0 0 1-Door 11NO s 10,18 10,87 0 D O 0 0 0 12C Osw w 2.65 2.37 151 267 239 0 0 0 aa 2 glazing, ctr ow-e w 8,73 21 A4 30 262 643 0 0 0 L-t7oc r 11NO, w 10.18 10.87 20 2W 222 0 0 0 Cell - ..- :. Attic ceiling, alpha 0.67.. 125 230 .° 154:. 289. 108 72 136 Flor 22A4pl 2818 0.00 230 892 0 108 259 0 Infiltration Heating Load (Btuh) 0.38 677 196 Effect WAR WAR 12 Sensible Load (Btuh) ACH 0.34 220 0.10 64OZQ Latent Load (Shur) Internal a O=uparts at 23D and 200 Btuh 0 0 0 0 0 0 b Scenario number 900 0 13 c Default A4ntmerts d Custom Appliances 300 0 600 200 e Plants 0 0 14 I Subtotals Sum lines 6 through 12 2960 3550 9" 1574 i Duct EHLF & ESGF 0163 0.1551 481 550 153 244 15 Loads ELG 79 37 16 Ventilation Loads Vent Crm 52 E Cfm 52 17 1 Winter Hurnidlfication Load Gal/Day 0 I I 18 Piping Load 19 Blover Heat 20 AED Excursion & Latent Moisture Migration Load 108 65 21 Total Load Sum fines 13 through 19 3441 4100 1097 1818 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrf+yritsatt 2018-Oct-0114:29:11 RigMSuteO U rnversa12018 18.0.16 RSU08373 iggins0ocumentsWVrightsoft HVACIDUPLEX NTM,rup Calc = MJ8 Front Door faces: W Page 2 Right-J8® Form A Job: DUPLEX B DUPLEX B Dom: sepz7, zo,s By: RICIA HlGGINS SPEEDY CALLS LLC CSF99 Plan: 3 SF992805 STATEN DRIVE, DELTONA, FL 32738 Phone: 407 314-8495 Fax: 407 322-5788 Email: SPEEDYCALCS@YAHOO.COM Web: WWW.SPEEDYCALCS.COM 1 Name of Room 12 BATH B LAUN B 2 Running Feet of Exposed Wall 6.0 it 0 ft 3 Ceiling Ht (Ft) and Gross Wall Area (SqR) 10.8 ft 238.8 ft2 8.0 It 132.0 ft' 4 Room Dimensions (Ft) and Floor Plan Area (SqR) 6.0 x 6.0 ft 36.0 ft' 6.0 x 4.0 ft 24.0 ft2 5 Ceiling Slope (Deg.) and Gross Ceiling Area (SqR) 0 ° 36.0 ft2 0 24.0 ft2 Type of ConSt., Panel HTM Area or Btuh I Area or Btuh I Exposure Number Faces LengM Lenght Htg. Clg. Heating I S-Clg L-CIg Heating S-Gg L-CIg 6 IVjla l12C-0sw n 0,00 moo 0 0 0 0 0 0 L- poor 11NO n 0.00 0.00 0 0 0 0 0 0 12C ) sw a 2-65 2.37 0 0 0 0 0 0 2 glazing, dr kwe a 8.73 21.44 0 0 0 0 0 0 11 Iaz 2 glazing, dr knee a 8.73 21.44 0 0 0 0 0 0 Wall 2 olazino. dr knv-e 12C- 0sw a s 8- 73 2, 65 21A4 2: 37 0 0 0_ 0 0 i 0 0 0 0 0 0 0 t- 43DO,r 11N0 s 10a8 10:87 0 0 0 0 0 0 U ta11 l- G z 12C- 0sw 2 glazing, dr low-e w w 2. 65 8. 73 2. 37 21. 44 65 0 172 0 154 0 0 0 0 0 0 0 r Ceil 11N0 Attic ceiling, aspha w 10.18 1 OW 10. 87 1 125.' 0 36 D 24.' 0 45 0 24 0 16 0 30 Flor 22A4pl 28.78 0.00 36 173 0 24 0 0 Infiltration Heating Load (Btuh) 0.38 131 0 Effect WAR WAR 12 Sensible Load (Btuh) ACH 0.07 r 43 0 I 0 020 Latent Load (Btuh) Internal a Occupards at 230 and 200 Btuh 0 0 0 0 0 0 b Scenario number 0 0 13 c Default Adjustments d Custom Appliances 0 0 500 0 e Plants 0 0 14 Subtotala mum lines 6 through 12 I 499 1 224 T-1 Duct EHLF 8 ESGF 0.163 0.155 81 35 0 0 15 Loads ELG 12 8 16 Ventilation Loads Vert Cfm 52 E Cfm 52 17 I Wirter HurWification Load Gal/Day 0 1I 18 j Piping Load 19 1 Blo er Heat 20 AED Excursion & Latent Moisture Migration Load 17 37 r211 Total Load Sum runes 13 thrwgh 19 581 259 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. r}+ wrigt%;s<st'e 2018-Oct-01 14:29:11 Right - Suite® Uriversal2018 18.0A6 RSU08373 Page 3 iggirr ZcumertslWrightsoft HVACOUPLEX NTM.rup Cal: = W8 Front Door faces: W Right-J8® Farm A Job: DUPLEX B DUPLEX B Date: Sep 27, 2018 SPEEDY CALC'S LLC Pla CSF99 HIGGINS Plan: CSF993 2805 STATEN DRIVE, DELTONA, FL 32738 Phone: 407 314-8495 Fax: 407322-5788 Email: SPEEDYCALCS@YAHOO.COM Web: VWVW.SPEEDYCALCS.COM 1 Name of Room BEDROOM B 2 BEDROOM B 1 2 Running Feet of Exposed Wall 13.0 ft 12.0 It 3 Ceiling Ht (Ft) and Gross Wall Area (SgFt) 10.8 It 519.6 ft2 9.0 it 377.6 ft' 4 Room Dimensions (Ft) and Floor Plan Area (SgFt) 13.0 x 12.0 ft 156.0 ft' 12.0 x 12.0 ft 144.0 ft' 5 Ceiling Slope (Deg.) and Gross Ceiling Area (SgFt) 0 156.0 ft2 0 144.0 ft2 Type of Const., Panel HTM Area or Btuh Area or Btuh Exposure Number Faces Lenght Lenght Htg. Clg. Heating S-Clg L-CIg Heating S-Clg L-Cig 6 Vµa li 12C-0sw n 0,00 0.00 0 0 0 0 0 0 Door 11NO n 0.00 0.00 0 0 0 0 0 0 U 12C-0sw a 140 332 290 0 0 0 2 glazing, k>4v-e a 8-738.73 1,4421.44 0 0 0 0 0 0 11 2 gWing, dr iawre a 8.73 21.44 0 0 0 0 0 0 laz 2 olazina. ctr kw-e a 8.73 21.44 15 131 322 0 0 0 Wall •" L I12GA4sw s 2_65 2.37 0 0 0 0 0 0 t-Door 11NO s 10,18 10.87 0 0 0 0 0 0 fan 12C-0sw w 2.65 2.37 0 0 0 108 246 220 Gfaz 2 glazing, dr low-e w 8.73 21.44 0 0 0 15 131 322 11NO w 10,18 10.87 0 0 0 0 0 0 Cefl - Attic ceiling, alpha 0.67 125 156 ,. 104 196 144 96 181 Flor 22A44)1 28.78 0.00 156 374 0 144 345 0 Infiltration Heating Load (Btuh) 0.38 284 218 Effect WAR WAR 12 Sensible Load (Ruh) ACH 0.14 92 c1 0.11 I 71 020 Latent Load (Btuh) Intend a Occ%wrds at 230 and 200 Btuh 1 23D 20D 2 46D 400 b Scenario member 0 0 13 c Default Adustments d Custom Appliances 300 0 600 0 e Plants 0 0 14 I Subtotals Sum lines 6 through 12 1232 1454 l 1044 1946 Duct EHLF & ESGF 0.163 0.155 200 225 170 302 115 Loads ELG 54 50 16 Ventilation Loads Vent Cfm 52 E Cfm 52 17 WiWirter Humidification Load Gal/Day I 0 I 18 Piping Load 19 Blower Heat 20 AED Excursion & Latent Moisture Migration Load 5 38 21 Total Load Sum fines 13 through 19 1433 1679 1214 2248 Calculations approved by ACCA to meet all requirements of Manual J ft Ed. A,t- wrigtst4ac%r- 2018.Oct-0114:29:11 RightSufteQ Universa12018 18.0.16 RSU08373 Page 4 iggirnsiDocumerts Wrigttsoft HVACOLIPLEX NTM.rtp Cale = W8 Front Door faces: W Right -A@ Form A Job: DUPLEX B r DUPLEX B Date: Sep 27, 2018 SPEEDY CALC*S LLC By: CSF99TRICIHIGGINS Plan: SF993 2805 STATEN DRIVE, DELTONA, FL 32738 Phone: 407 314-8495 Fax: 407 322-5788 Email: SPEE DYCALCS@YAHOO.COM Web: WWW.SPEEDYCALCS.COM 1 Name of Room BATH B HALL B 2 Running Feet of Exposed Wall O ft O ft 3 Ceiling Ht (Ft) and Gross Wall Area (SgFt) 8.0 It 219.6 ft' 8.0 It 33.9 ft2 4 Room Dimensions (Ft) and Floor Plan Area (SgFt) 8.0 x 7.0 ft 56.0 W 1.0 x 68.0 ft 68.0 ft' 5 Ceiling Slope (Deg.) and Gross Ceiling Area (SgFt) 0 56.0 ft' 0 ° 68.0 ftz Type of Const., Panel , HTM Area or Btuh Area or Btuh I Exposure Number Faces Lenght Lenght Htg. Clg. Heating S-Cig L-Clg Heating S-Gg L-CIg 6 yfa11 12C-0sw n 0.00 0,00 0 0 0 0 0 0 Door 11NO n 0.00 0.00 0 0 0 0 0 0 I 12C- Osw a Z65 2-37 0 0 0 0 0 0 2 glazing, dr Fovae a 8.73 21,44 0 0 0 0 0 0 11 2 glazing, dr low-e a 8.73 21.44 0 0 0 0 0 0 laz 2 plazino. do low e e 8,73 211-44 0 0 0 0 0 0 VKa[t 12C-0sw s' Z65 2-37 0 0, 0 0 0 0 l--Door 11N0 s 10A8 10,87 0 0 0 0 0 0 12C-0sw w 265 2.37 0 0 0 0 0 0 2 glazing, dr low-e w T3 21.4444 0 0 0 1 0 0 0 r 11N0 w 10.18 10,87 0 0 0 0 0 0 Ceil Attic ceiling, alpha 0,67 125 56 37, 70 68 46 85 Flor 22A- tpl 28.78 0.00 56 0 0 68 0 0 Infiltration Heating Load (Bluff) 0.38 0 0 Effect WAR WAR 12 1 Sensible Load (Btuh) ACH 0 i 0 0 0 aza r- Latent Load ( Bfuh) Internal a Occupards at 230 and 20D Btuh 0 0 0 0 0 0 b Scenario number 0 0 13 c Defautt Adjustments d Custom Appliances 300 0 0 0 e Plants 0 0 14 I Subtotals Sum fines 6 through 12 I I 47 361 0 T 0 Duct EHLF 8 ESGF 0.163 0.155 8 56 0 0 15 Loads ELG 19 23 16 Ventilation Loads Vent Cfm 52 E Cf. 52 i 17 I Winter Huunidification Load Gal/Day 0 18 Piping Load 19 Blower Heat r201 AED Excursion 8 Latent Moisture Migration Load 26 21 Total Load Sum lines 13 through 19 55 417 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8ttt Ed. w. igt aott 2018.0d-01 14:29:11 RightSuite® Untversal201818. 0.16 RSU08373 Page iggins0ocumertsWVrightsoft HVACOLIPLEX NTM.nip Calc = MJ8 Front Door faces: W RighW8@ Form J1 Job: DUPLEX B DUPLEX B Date: Sep 27, 2018 Byy: TRICIA HIGGINS SPEEDY CALC'S LLC Plan: SF993CSF99 2805 STATEN DRIVE, DELTONA, FL 32738 Phone: 407 314-8495 Fax: 407 322-5788 Email: SPEEDYCALCS@YAHOO.COM Web: VWWV.SPEEDYCALCS.COM 1 Name of Room WIC B 2 Running Feet of Exposed Wall 0 ft 3 Ceiling Ht (Ft) and Gross Wall Area (SqR) 8.0 ft 162.4 ft' 4 Room Dimensions (Ft) and Floor Plan Area (SqR) 6.0 x 5.0 ft 30.0 ft2 5 Ceiling Slope (Deg.) and Gross Ceiling Area (SqR) 0 30.0 ft' Type of Const., Panel HTM Area or Btuh Area or Btuh I Exposure Number Faces Lenght Lenght Htg. Clg. Heating S-Clg L-CIg Heating S-Clg L-Clg 6 1Vµal L—poor 12C-0sw 11 N0 n n 0.00 0.00 0.00 0.00 0 0 0 0 0 0 vjw-0sw112C a 2.65 2,37 0 0 0 2 glazbV, cir byre a 8,73 21,44 0 0 0 11 laz 2 glazing, dr low-e a 8.73 21.44 0 0 0 Iaz VlfaA .: 2 ptazim. dr Icw-e 12G40sw a s 8.73 2.65 21,.44 2.37' 0 0 0 0, 0 0 L--0oor 11N0 s 10.18 87 0 0 0 12C-0sw w 2.65 2.37 0 0 0 2 glazing, dr km-e w 8,73 21 A4 0 0 0 Door 11N0 w 10,18 10.87 .. 0 0 0 Ced _ .. .. Flor AtLc ceiling, aspha 22A4pl 0:67.. 28.78 1t25 0,00 w20 30 0 38 0 Infiltration Heating Load (Btuh) 0.38 0 Effect WAR 12 Sensible Load (Btuh) ACH 0 0 020 Latent Load (Btuh) Intend a Occupants at 230 and 200 Muh 0 0 0 b Scenario number 0 13 c Default Adiustrnents d Custom Appliances 0 0 e Plants 0 14 I Subtotals Sum fines 6 through 12 I 29 3D4 Duct EHLF & ESGF 0,163 0.155 S 47 15 I Loads ELG 10 16 Ventilation Loads Vent Cfm 52 E Cfm 52 17 I Winter Hunodirrcztion Load Gal/Day I 0 18 Piping Load 19 Bim. Heat r201 AED Excursion & Latent Moisture Migration Load 3 21 Total Load Sum lines 13 fhrough 19 34 351 Calculabons approved by ACCA to meet all requirements of Manual J ft Ed. 2018-Oct-01 14:29:11 Right-Suite®Urdversal201818.0.16RSU08373 Page6 ggins0ocumerdslWrightsoit HVACOUPLEX NTM.rup Calc = W8 Front Door faces: W A Form - Worksheet A DUPLEX B SPEEDY CALC'S LLC Job: DUPLEX B Date: Sep 27, 2018 By: TRICIA HIGGINS Plan: CSF993 2805 STATEN DRIVE, DELTONA, FL 32738 Phone: 407314-8495 Fax: 407322-5788 Email: SPEEDYCALCS@YAHOO.COM Web: V*M.SPEEDYCALCS.COM Supporting Detail Project Name: DUPLEX NTM Date: Sep 27, 2018 Address: 301 NATIONS ROAD, SANFORD, FL 32771 Phone: Job ID: DUPLEX B Worksheet A Location and Design Conditions Weather Location: Orlando Sanford, FL, US Elevation = 56 1 Latitude = 29 Indoor Conditions, Heating: DB = 70 'F RH = 50 % Indoor Conditions, Cooling: DB = 75 °F RH = 50 % Table 1 Conditions 99% DB = 41 'F 1% DB = 93 'F Grains Difference = 39 gr/lb Daily Range = M Design Temperature Differences TTD = 29 7FCTD 18 °F Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wvright soft" 2018-0ct-01 14:29:12 Right-SuiteO Universa1201818.0.16 RSU08373 Page 1 JgginsTowmerdsWWrightsoft HVAODUPIEX NTM.np Calc = MJ8 Front Door faces: W Sheet 1 FINAL DUCT DESIGN TO BE COMPLETED ON JOB SITE BY HAVC CONTRACTOR DUE TO VARIATION IN TRUSS PACKET. THE MANUAL D WILL BE USED FOR CORRECT SUPPLY AIR AND RETURN AIR SIZING PER 2017 FL BLDG CODE 6TH EDITION Job #: DUPLEX B Performed by TRICIA HIGGINS for: NEW TRIBE MISSION 301 NATIONS ROAD SANFORD, FL 32771 UNITS LOCATED IN ATTIC SPEEDY CALC`S LLC 2805 STATEN DRIVE DELTONA, FL 32738 Phone: 407 314-8495 Fax: 407 322-5788 WWW.SPEEDYCALCS.COM SPEEDYCALCS@YAHOO. Scale: 1 : 107 Page 1 RightSuiteO Universal 2018 18.0.16 RSU08373 2018-Oct-01 14:31:20 s\Wrightsoft HVAC\DUPLEX NTN Duct System Summary Job: DUPLEX B Date: Sep 27, 2018 DUPLEX B By: TRICIA HIGGINS SPEEDY CALLS LLC Plan: CSF993 2805 STATEN DRIVE, DELTONA, FL 32738 Pion: 407314-8495 Fax: 407322-5788 Email: SPEEDYCALCS@YAHOO.COM web: VWVW.SPEEDYCALCS.COM For. NEW TRIBE MISSION, DUPLEX B 301 NATIONS ROAD, SANFORD, FL 32771 External static pressure Pressurelosses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.218 / 0.122 in H2O 0.117 in/100ft 793 cfm 290 ft Cooling 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.218 / 0.122 in H2O 0.117 in/100ft 793 cfm Name Design Btuh) Htg Cfm) Clg Cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk 1R BATH B h 581 45 15 0.155 4.0 Ox 0 VIFx 20.5 120.0 st2 BATH B c 417 4 24 0.178 4.0 Ox 0 VIFx 7.5 115.0 st2 BEDROOM B 1 c 2248 93 132 0.183 6.0 Ox 0 VIFx 9.0 110.0 st2 BEDROOM B 2 h 1433 110 99 0.191 6.0 Ox 0 VIFx 4.0 110.0 SO DINING B c 1818 84 107 0.123 6.0 Ox 0 VIFx 22.0 155.0 st4 KITCHEN h 2478 190 155 0.117 7.0 ox0 VIFx 25.7 160.0 st4 LIVING ROOM B h 1721 132 120 0.120 6.0 Ox 0 VIFx 27.0 155.0 st4 LIVING ROOM B-A h 1721 132 120 0.123 6.0 Ox 0 VIFx 17.4 160.0 st4 wlc B c 351 3 21 0.161 4.0 0x 0 VIFx 15.1 120.0 st2 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type Cfm) Cfm) FR fpm) in) in) Material Trunk st4 Peak AVF 539 502 0.117 686 12.0 0 x 0 VinlFlx st2 st2 Peak AVF 793 793 0.117 742 14.0 0 x 0 VinlFlx wrightsoft- 2018-Od-01 14:29:12 Rig ht-Suite® U niv ersal 2018 18.0.16 RSU08373 Page 1 iggins\DocumentsWfthlsoft HVAC)DUPLEX NTM.rup Calc = MJ8 Front Door faces: W Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) cfm) cfm) ft) FIR fpm) in) in) Opening (in) Matl Trunk rb5 0x 0 140 168 49.0 0.060 480 8.0 Ox 0 VIFx rb1 Ox 0 543 527 104.0 0.060 691 12.0 0x 0 VIFx rt2 rb6 0x 0 110 99 101.0 0.060 411 7.0 Ox 0 VIFx rt2 4 kFm Return=Trunk Detail Table 'w f er AKµ Name Trunk Type Htg cfm) Clg cfm) Design FIR Veloc fpm) Diam in) H x W in) Duct Material Trunk rt2 Peak AVF 653 625 0.060 611 14.0 0 x 0 VinlFlx wri+gt,ttsoft Rig MSuiteOUniversal 2(11818.O.16RSU08373 igginsV) ocunwAsVfth soft HVACOUPLEX NTM.rup Calc = W8 Front Door faces: W 2018- Oct-01 14:29:12 Page 2 Static Pressure and Friction Rate Job: DUPLEX B Date: Sep 27, 2018 DUPLEX 8 By: TRICIA HIGGINS SPEEDY CALC'S LLC Plan: CSF993 2805 STATEN DRIVE, DELTONA, FL 32738 Phone: 407 314-8495 Fax: 407 322-5788 Email: SPEEDYCALCS@YAH00.00M Web: V1MW.SPEEDYCALCS.COM asMilk! w,,roecnormation rxIu MC?: i,Ajry Heating Cooling in H2O) in H2O) External static pressure 0.50 0.50 Pressurelosses Coil 0. 10 0.1C Heat exchanger 0 0 Supply diffusers 0. 03 0.02 Return grilles 0. 03 0.02 Filter 0 0 Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available static pressure 0.34 0.34 Total length 186 104 Total effective length 290 t'vGr p" asp t." ^ v3 fit,. rs Ftlon Rae 1,'- a .. {ens ,€ ., . Heating Cooling1111 SupplyDucts 0.117 OK 0. 117 • Return Ducts 0.060 OK 0.060 • FslttingEqulualent engthDetalls T s,. ' 1. ``. ,,. L, i a . . F A,.:v .. »...Sa,,..xi ..sns-.a .,, 1• cA .,-.: a d s . xa_ r% _ ,...:r Return 6M=20, 110=40, 11G=5, 5E1=10, 11G=5, 11G=5: TotalEL=85 wrightsoft,, 2018-Cot-01 14: 29: 12 RightSuite® Page Universal201818.0,16 RSU08373 Pa1A ...iggins0oaimerdsWrightsott HVACIDUPLEX NTM.rjp Calc = MJ8 Front Door faces: W Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek RECORD COPY RE: 747260 - NTM Homes, 301-303 Nations Rd., Sanford MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa, FL 33610-4115 Customer Info: NTM Homes Project Name: Duplex Model: Lot/Block: Subdivision: Address: 301-303 Nations Road City: Sanford State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1. Wind Code: ASCE 7-10 Wind Speed: 139 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 11 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 1 T15199183 1 AO 9/27/18 12 1 T15199184 1 A02 1 9/27/18 13 1 T15199185 1 A03 f 9/27/18 f 14 1 T15199186 1 A04 1 9/27/18 C 15 1 T15199187 1 A05 1 9/27/18 16 1 T15199188 1 A06 1 9/27/18 17 1 T15199189 1 B01 1 9/27/18 1 18 1 T15199190 1 B02 1 9/27/18 19 1 T15199191 1 C01 1 9/27/18 1 110 1 T15199192 1 CO2 1 9/27/18 Ill I T15199193 1 CO3 1 9/27/18 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by American Builders Supply, Inc.. Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE' The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. z,VILD/NC SANFO62D O AARTM 18-4133 1 g- 4 134 IN 68182 STATE OF 44/ S1ONA11 0%` Joaqu Velez PE No.68182 MITek SA, Inc. FL Cert 6634 6904 arke East Blvd. Tampa FL 33610 September 27,2018 Velez, Joaquin 1 of 1 Job Truss Truss Type Qty Ply NTM Homes, 301-303 Nations Rd., Sanford T15199183 747260 A01 ROOF TRUSS 12 1 Job Reference (optional) American Builders Supply, Sanford, FL 32771 8.130 s Mar 11 2018 MiTekek Industries, Inc. Thu Sep 27 12:13:01 2018 rage i ID:7BW mgf 1 vbfOYA1 nzJX8o8YyZmNi-39jCJXQlswCP6vRiQHBjOpk5?cGZ069SAmhzLfyZR9W 2-0-0 6-5-8 12-1-0 1 3-7-4 15-4-0 19-7-4 21-1-8 24-2-8 30-8-0 32-8-0 2-0-0 6-5-8 5-7-8 1-6-4 1-8-12 4-3-4 1-6-4 3-1-0 6-5-8 2-0-0 of 4x4 = 5.00 V2 28 6 29 4x12 z,n 3x8 2.50 F12 3x4 I 4x8 II 3x8 = 10x10 = 7x6 = 6-5-8 12-1-0 13-7-4 19-7-4 21-1-8 24-2-8 3u-8-o 6-5-8 5-7-8 1-6-4 6-0-0 1-6-4 3-1-0 6-5-8 Plate Offsets (X Y)-- (3 0-3-0 0-3-Oj (5:0-5-14 0-1-8) f8:0-1-0 0-3-41(10:0-3-0 0-3-0j (14 0-6-4 0-3-4) [15:Edge 0-3-81(17:0-3-8 0-5-01 (19:0-6-8 0-3-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.60 16-17 >613 360 MT20 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -1.13 16-17 >326 240 MT20HS BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(CT) 0.65 11 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -AS Wind(LL) 0.54 16 >681 240 Weight: 178lb LUMBER- BRACING - TOP CHORD 2x4 SP M 30 `Except' TOP CHORD Structural wood sheathing directly applied. 1-3,10-12: 2x4 SR No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP M 30 *Except` WEBS 1 Row at midpt 5-17, 8-16 4-18: 2x4 SP No.3, 15-18: 2x6 SP 240OF 2.OE, 9-15: 2x4 SP No.2 WEBS 2x4 SP No.3 `Except" 17-19,14-16: 2x4 SP No.2, 5-19,8-14: 2x4 SP M 30, 5-7: 2x6 SP No.2 REACTIONS. (lb/size) 2=1325/0-6-0, 11=133610-6-0 Max Horz 2=171(LC 11) Max Uplift 2=-471(LC 12), 11=-465(LC 12) Max Grav 2=1336(LC 18), 11=1378(LC 19) FORCES. (lb) - Max, Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4878/1202, 3-4=-4224/930, 4-5= 4067/967, 7-8=-2095/596, 8-9=-4688/1068, 9-10=- 4670/1047, 10-11=-499011196 BOT CHORD 2-20=-984/4659, 19-20=-991/4662, 18-19=-671/101, 4-19=-309/209, 16-17— 294/2092, 14-15= 236/501, 9-14= 538/156, 13-14=-1016/4637; 11-13= 1015/4642 WEBS 3- 19=-726/380, 10-14=-401/234, 5-17=-2808/448, 8-16=-2815/740, 17-19=-563/4181, 5-19=- 846/4838, 14-16=-423/3283, 8-14=-105514988, 5-21=-2020/548, 7-21=-2014/547 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; 13=45111; L=31ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -2-0-0 to 0-9-15, Interior(1) 0-9-15 to 15-4-0, Exterior(2) 15-4-0 to 18- 4-13 zone;C-C for members and forces R MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 50. 01b AC unit load placed on the top chord, 15-4-0 from left end, supported at two points, 2-0-0 apart. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 5 = 16% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurient with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 16-17 9) Bearing at joint(s) 2, 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 471 lb uplift at joint 2 and 465 lb uplift at joint 11. 11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MR'EK REFERANCE PAGE M11-7473 rev. 10103/2015 BEFORE USE. Design voidfor Use only wry„ h IekV connectors. .is resign is based only upoan parameters shown, and Is for an IndividUal ;xwkding component, not a truss system. Before use. The building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional Temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of Trusses and truss systems, seeAN $1l,4PII GuaMy CtBerfa, DSBd9 and BCSI Bugding Component Safety gdormaf orovallable from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Scale = 1:66.5 GRIP 244/190 187/143 FT=20% Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 27,2018 m MiTek' 6904 Parke East Blvd. Tampa. FL 33610 Job Truss Truss Type Qty Ply NTM Homes, 301-303 Nations Rd., Sanford T15199184 747260 A02 Scissor 4 1 Job Reference (optional) American Builders Supply, Sanford, FL 32771 8.130 s Mar 11 2018 MiTek Industries, Inc. Thu Sep 27 12:13:02 2018 Page 1 ID:RRPq?UrsBfd6j2lwWdF1 D?yZoY4-XLHaWtRNcDKGk2Ou_?iyZ1 HFv?gsld6b000Xt5yZR9V 2-0-0 8-1-0 15-4-0 22-7-0 30-8-0 32-8-0 2-0-0 5-1-0 7-3-0 7-3-0 8-1-0 2-0-0 01 4x6 - 5.00 12 2x4 11 3x8 = 3x8 = Scale = 1:56.5 Ia0 8-1-0 15-4-0 22-7-0 30-8-0 8-1-0 7 _3 7-3-0 8-1-0 Plate Offsets (X Y)-- (3 0-3-0 0-3-01 (5:0-3-0 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.44 8-9 >839 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.85 8-9 >432 240 BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(CT) 0.48 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Wind(LL) 0.47 8-9 >785 240 Weight: 159lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP M 30 *Except* BOT CHORD Rigid ceiling directly applied. Except: 2-11: 2x4 SP No.2 6-8-0 oc bracing: 2-10, 9-10 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-9, 3-9 JOINTS 1 Brace at Jt(s): 10 REACTIONS. (lb/size) 2=1243/0-6-0, 6=1243/0-6-0 Max Horz 2=-171(LC 10) Max Uplift 2=-530(LC 12), 6=-530(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4128/1446, 3-4=-2954/1052, 4-5= 2954/1033, 5-6=-4128/1482 BOT CHORD 2-10=-120213825, 9-1 0=-1 209/3827, 8-9=-1282/3828, 6-8=-1274/3825 WEBS 4- 9= 480/1825, 5-9= 1152/571, 5-8=0/287, 3-9= 1152/574, 3-10--0/287 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VL111=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; 8=45ft; L=31ft; eave=4ft Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 0-9-15, Interior(1) 0-9-15 to 15-4-0, Exterior(2) 15-4-0 to 18- 4-13 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 2, 6 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 530 lb uplift at joint 2 and 530 lb uplift at joint 6. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 27, 2018 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mfl-7473 rev. 10/03/2015 BEFORE USE. I __ i sign valid for use only with Milelc@) connectors. This designis. : _s .d only upon parameters shown, and is to, an individual b :hding component, hot tot a truss system. Before use, the building designer roust verify the applicability of design parameters and properly Incorporate this deslgn Into the overall A building design. BracingIndicatedIstopreventbucklingofIndividualtrussweband/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVMII Quality Ci feda, DSB-89 and BCSI BuldbW Component 6904 Parke East Blvd. Safety Informationavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa. FL 33610 Job Truss Truss Type City Ply I NTM Homes, 301-303 Nations Rd., Sanford T15199185 747260 A03 SCISSORS 2 1 Job Reference (optional) American Builders Supply, Sanford, FL 32771 8.130 s Mar 11 2018 MiTek Industries, Inc. Thu Sep 27 12:13:03 2018 Page 1 ID:RRPq?UrsBfd6j2lwWdF1 D?yZoY4-?XryjDR?NXS7MCb4YiDB6EgQSPOtU4Hld4A4PYyZR9U 8-1-0 15-4-0 22-7-0 30-8-0 L_ 32-8-0 8-1-0 7-3-0 7-3-0 8-1-0 2-0-0 Scale=1:53.4 46 = 5.00 12 2x4 II 2.50 12 3x8 3x8 = 8-1-0 15-4-0 22-7-0 30-8-0 8-1-0 7-3-0 7-3-0 8-1-0 Plate Offsets (X Y)-- f2:0-3-0 0-3-4f f4:0-3-0 0-3-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.44 7-8 >832 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.86 7-8 >429 240 BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(CT) 0.48 5 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -AS Wind(LL) 0.48 7-8 >774 240 Weight: 156 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP M 30 `Except` BOT CHORD Rigid ceiling directly applied. Except: 1-10: 2x4 SP No.2 6-3-0 oc bracing: 1-9 WEBS 2x4 SP No.3 6-4-0 oc bracing: 8-9 WEBS 1 Row at midpt 4-8, 2-8 JOINTS 1 Brace at Jt(s): 9 REACTIONS. (Ib/size) 1=1131/0-6-0, 5=1246/0-6-0 Max Horz 1=-172(LC 10) Max Uplift 1=-401(LC 12), 5=-535(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4187/1583, 2-3=-2971/1102, 3-4= 2970/1081, 4-5=-4145/1532 BOT CHORD 1-9=-1351/3886, 8-9= 1354/3886, 7-8= 1329/3843, 5-7= 1321/3841 WEBS 3-8=-524/1839, 4-8= 11521573, 4-7=0/288, 2-8=-11951601, 2-9=0/290 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=31ft; eave=oft Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-13, Interior(1) 3-0-13 to 15-4-0, Exterior(2) 15-4-0 to 18-4-13 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 1, 5 considers parallel to grain value using ANSIfTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 401 lb uplift at joint 1 and 535 lb uplift at joint 5. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 27,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MIrEK REFERANCE PAGE MI1.7473 rev. 10/0312015 BEFORE USE. Design vdtid for use only with Connectors. this design Is based only Upon parameters shown, a^,ct is for an individual building component not a tnrss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, s-ANswPII Dually Cdteda, DS&89 and SCSI BuSdAng Component 6904 Parke East Blvd. Satetyinformationavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply NTM Homes, 301-303 Nations Rd., Sanford T15199186 747260 A04 SCISSORS 6 1 Job Reference (optional) American Builders Supply, Sanford, FL 32771 8.130 s Mar 11 2018 MiTek Industries, Inc. Thu Sep 27 12:13:04 2018 Page 1 ID:RRPq?UrsBfd6j2lwWdF1 D?yZoY4-TkPKxZSe8ra_zMAH6QkQeRMbCpM2DXXuskvdx_yZR9T 8-1-0 15-4-0 22-7-0 30-8-0 32-8-0 8-1-0 7-3-0 7-3-0 8-1-0 2-0-0 Scale = 1:53.8 4x6 = 5.00 ,12 3x8 2.50112 3x8 8-1-0 15-4-0 22-7-0 30-8-0 8-1-0 7-3-0 7-3-0 8-1-0 Plate Offsets (X Y)-- (2 0-3-0 0-3-41 f4 0-3-0 0-3-41 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.44 7-8 >832 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.86 7-8 >429 240 BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(CT) 0.48 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Wind(LL) OA8 7-8 >774 240 Weight: 130 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-8, 2-8 REACTIONS. (lb/size) 1=1131/0-6-0, 5=1246/0-6-0 Max Horz 1= 172(LC 10) Max Uplift 1=-401(LC 12), 5=-535(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4187/1583, 2-3=-2971/1102, 3-4=-2970/1081, 4-5=-4145/1532 BOT CHORD 1-9= 1351/3886, 8-9=-1354/3886, 7-8=-1329/3843, 5-7=-132113841 WEBS 3-8=-524/1839, 4-8=-1152/573, 4-7=0/288, 2-8=-1195/601, 2-9=0/290 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft L=31ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-13, Interior(1) 3-0-13 to 15-4-0, Exterior(2) 15-4-0 to 18-4-13 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 1, 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 401 lb uplift at joint 1 and 535 lb uplift at joint 5. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 27,2018 m® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design, vdiid for use only with MITeka cohnec;ots. this design is based only upon parameters shown, and is for an individual buliding component, not --- a in= system. Before use, the building designer must verify the appiicablllty of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional Temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of Trusses and truss systems, seeANS&V11 GualByCrBerla, DSB-09 and SCSI BuOdIng Component6904 Parke East Blvd. Safety lnformat/ooavaiiable from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply NTM Homes, 301-303 Nations Rd., Sanford T15199187 747260 A05 Scissor 6 1 Job Reference (optional) American Builders Supply, Sanford, FL 32771 8.130 s Mar 11 2018 MiTek Industries, Inc. Thu Sep 27 12:13:05 2018 Page 1 ID:RRPq?UrsBfd6j2lwWdF1 D?yZoY4-xwzi8vTGv8irbWITf7FfBfvm8DiVy_s25NfBUQyZR9S 2-0-0 8-1-0 15-4-0 22-7-0 30-8-0 32-8-0 2-0-0 8-1-0 7-3-0 7-3-0 8-1-0 2-0-0 4x6 = 5.00 F 12 Scale = 1:56.5 1 of 2x4 II CY4 II 7 1 o I 3x8 = 2.50 12 3x8 ; 8-1-0 15-4-0 22-7-0 30-8-0 8-1-0 7-3-0 7-3-0 8-1-0 Plate Offsets (X Y)-- 3 0-3-0 0-3-0j (5 0-3-0 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.44 8-9 839 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(CT) 0.85 8-9 432 240 BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(CT) 0.48 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Wind(LL) 0.47 8-9 785 240 Weight: 133lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-9, 3-9 REACTIONS. lb/size) 2=124310-6-0, 6=1243/0-6-0 Max Harz 2=-171(LC 10) Max Uplift 2=-530(LC 12), 6=-530(LC 12) FORCES. (lb) Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4128/1446, 3-4=-2954/1052, 4-5= 2954/1033, 5-6= 4128/1482 BOT CHORD 2-10=-1202/3825, 9-10=-1209/3827, 8-9=-1282/3828, 6-8_ 1274/3825 WEBS 4-9=-480/1825, 5-9=-1152/571, 5-8=0/287, 3-9=-1152/574, 3-10=0/287 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=31ft; eave=4tt; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -2-0-0 to 0-9-15, Interior(1) 0-9-15 to 15-4-0, Exterior(2) 15-4-0 to 18-4-13 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 2, 6 considers parallel to grain value using ANSI/TP1 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 530 lb uplift at joint 2 and 530 lb uplift at joint 6. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 8904 Parke East Blvd. Tampa FL 33610 Date: September 27,2018 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE M11.7473 rev. 1010312015 BEFORE USE. Design valld for use only with MiTek, connectors. This design is :n sed only upon parameters shown, and is for an indivkduai building component not a truss system. Before use. the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall qqbuildingdesign. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricatlon, storage, delivery, erection and bracing of trusses and truss systems. seeANSUIPII AualSy Cdfeda, DSB-89 and SCSI BuSdfng Component 6904 Parke East Blvd. Safety fntotmaff=vallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa. FL 33610 Job Truss Truss Type Oty Ply NTM Homes, 301-303 Nations Rd., Sanford T15199188 747260 A06 GABLE 2 1 Job Reference (optional) American Builders Supply, Sanford, FL 32771 8.130 s Mar 11 2018 MiTek Industries, Inc. Thu Sep 27 12:13:06 2018 Page 1 ID:RRPq?UrsBfd6j2lwWdF1 D?yZoY4-P6XSMFUugSgiDgKfDrnujsSxud2khR5BJ1OkOsyZR9R 2-0-0 8-1-0 15-4-0 22-7-0 30-8-0 32-8-0 , 2-0-0 8-1-0 7-3-0 7-3-0 8-1-0 2-0-0 of 4x6 = 5.00 12 3x8 = 2.50112 3x8 Scale = 1:56.5 8-1-0 15-4-0 22-7-0 _ _ 30-8-0 8-1-0 7-3-0 7-3-0 8-1-0 Plate Offsets (X Y)-- (3:0-3-0 0-3-0) (5:0-3-0 0-3-0j (15:0-1-8 0-1-Oj LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.44 8-9 >839 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(CT) 0.85 8-9 >432 240 BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(CT) 0.48 6 n/a rVa BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Wind(LL) 0.47 8-9 >785 240 Weight:151 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-9, 3-9 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=124310-6-0, 6=1243/0-6-0 Max Horz 2=-171(LC 10) Max Uplift 2=-530(LC 12), 6=-530(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4128/1446, 3-4=-2954/1052, 4-5= 2954/1033, 5-6=-4128/1482 BOT CHORD 2-10= 1202/3825, 9-1 0=-1 209/3827, 8-9=-128213828, 6-8=-1274/3825 WEBS 4-9— 480/1825, 5-9=-1152/571, 5-8=0/287, 3-9=-1152/574, 3-10=0/287 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VLllt=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=31ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 0-9-15, Interior(1) 0-9-15 to 15-4-0, Extedor(2) 15-4-0 to 18-4-13 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSIITPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at joint(s) 2, 6 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 530 lb uplift at joint 2 and 530 lb uplift at Joint 6. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE NoA8182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 27,2018 WARNING -Verify des/gn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev. 1010312015 BEFORE USE. Design valid to, use only with Mliek connectors. Fnis design is based only upon parameters shavm, and is for an individual b:lding component, not a truss system. Before use. the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stabllity and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSUIPII QuaMy CrBeda, DSB-49 and SCSI BuOd/ng Component 6904 Parke East Blvd. Safety hrfomlationgvallable from Truss Plate Institute. 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa. FL 33610 Job Truss Truss Type Oty Ply NTM Homes, 301-303 Nations Rd., Sanford T15199189 747260 B01 Common 10 1 Job Reference (optional)i American Builders Supply, Sanford, FL 32771 S.130 s Mar 11 2018 MiTek Industries, Inc. Thu Sep 27 12:13:08 2018 F ID:RRPq?UrsBfd6j2lwWdF1 D?yZoY4-MVernxVBC35PSzT2LGpMpHXKPOfC9PNUnLtr4l> 2-0-0 7-2-12 14-6-0 1 21-9-4 1 29-0-0 i 31-0 7-2-12 5.o0 12 7-3-4 5x6 = Scale = 1:52.9 to 10 9 21 8 3x4 = 3x4 3x4 4x4 = 4x4 = 9-10-10 19-1-6 29-0-0 9-10-10 9-2-13 9-10-10 Plate Offsets (X Y)-- 3:0-3-0 0-3-4) (5:0-3-0 0-3-4j LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.28 8-10 999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(CT) 0.44 8-10 796 240 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(CT) 0.08 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Wind(LL) 0.19 10-13 999 240 Weight: 130 lb FT = 20°! LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. lb/size) 2=1181/0-4-0, 6=1181/0-4-0 Max Horz 2=158(LC11) Max Uplift 2=-764(LC 12), 6=-764(LC 12) Max Grav 2=1259(LC 17), 6=1260(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2420/1395, 3-4=-2160/1252, 4-5=-2162/1252, 5-6=-2421/1395 BOT CHORD 2-10=-1112/2247, 8-10=-605/1413, 6-8=-1151/2187 WEBS 4-8= 343/810, 5-8=-518/507, 4-10= 343/807, 3-10=-518/508 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=29ft; eave=4ft; Cat. II; Exp C; Part. Encl., GCpi=0.55; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 14-6-0, Exterior(2) 14-6-0 to 17-6-0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 764 lb uplift at joint 2 and 764 lb uplift at joint 6. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 27,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MI EK REFERANCE PAGE 1140-7473 rev. 10/03,2015 BEFORE USE. 13 s29'1 valid for use only with IViiTew9 connectors. This design s lWised only upon "drneters sown. and Is for an individual beading compor ent not - a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall UM building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property darnage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of Trusses and truss systems, sooANX,711211 Dually Cdleda, DSO-09 and BCSI Buldbig Component 6904 Parke East Blvd. Safety lntormollortavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply NTM Homes, 301-303 Nations Rd., Sanford T15199190 747260 802 GABLE 2 1 Job Reference (optional) American Builders Supply, Sanford, FL 32771 8.130 s Mar 11 2018 MiTek Industries, Inc. I hu Sep 27 12:13:09 2018 I'age 1 ID:RRPq?UrsBfd6j2lwWdF1 D?yZoY4-ghCD_GWmzNDG472EuzKbLV3XsgBOuwwd??dOdByZR90 2-0-0 14-6-0 29-0-0 31-0-0 , 2-0-0 14-6-0 14-8-0 - 1 P-0_0 ' a 01 5.00 12 4x4 = 13 14 45 44 43 42 41 40 39 38 37 3b 35 34 33 32 31 30 29 28 27 26 - 4x4 = 1-12 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017rrP12014 29-0-0 CSI. DEFL, in (loc) Vdefl Ud TC 0.42 Vert(LL) 0.02 25 n/r 120 BC 0.15 Vert(CT) 0.03 25 n/r 120 WB 0.11 Horz(CT) 0.01 24 n/a n/a Matrix-S Scale = 1:52.9 PLATES GRIP MT20 244/190 Weight: 187 to FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 29-0-0. lb) - Max Horz 2=158(LC 11) Max Uplift All uplift 1001b or less at joint(s) 36, 38, 39, 40, 41, 42, 43, 45, 34, 33, 32, 31, 30, 29, 28, 26 except 2=-219(LC 12), 24=-219(LC 12), 44=-104(LC 12), 27=-104(LC 12) Max Grav All reactions 250 lb or less at joints) 2, 24, 35, 36, 38, 39, 40, 41, 42, 43, 44, 45, 34, 33, 32, 31, 30, 29, 28, 27, 26 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 9-10=-111/263, 10-11=-135/313, 11-12= 161/367, 12-13= 181/407, 13-14=-181/415, 14-15=-161/375, 15-16=-135/321, 16-17=-111/271 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=25fh B=45ft; L=29ft', eave=2ft; Cat. II; Exp C; Part. Encl., GCpi=0.55; MWFRS (directional) and C-C Comer(3) -2-0-0 to 1-0-0, Extedor(2) 1-0-0 to 14-6-0, Comer(3) 14-6-0 to 17-6-0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/rPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 36, 38, 39, 40, 41, 42, 43, 45, 34, 33, 32, 31, 30; 29, 28, 26 except Ot=lb) 2=219, 24=2191 44=104, 27=104. 5I? 0 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 27,2018 WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EX REFERANCE PAGE MM-7473 rev. 1010312015 BEFORE USE. Design valid for use only with to lle' @ connectors. This design s' Wised only upon parameters shown, and is for m individual building component. not T a truss system. Before use, the (wilding designer must verify the appilcabllity of design parameters and properly incorporate this design Into the overall i building design. Bracing Indicated is 10 prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication. storage, delivery, erection and bracing of trusses and truss systems, seeANSMII Guafffy Cdferla, DSO-89 and SCSI Bulb Component 6904 Parke East Blvd. Safety Intormaf/onavailable from Truss Plate Instifute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job I Truss Truss Type City Ply NTM Homes, 301-303 Nations Rd., Sanford T15199191 747260 Cot Common 2 1 Job Reference (optional) American Builders Supply, Sanford, FL 32771 2-0-0 8.130 s Mar 11 2018 MiTek Industries, Inc. Thu Sep 27 12:13:10 2018 ID:RRPq?UrsBfd6j2lwWdF1 D?yZoY4-ItmbBcXOkhL7hHdQSgrquicjYEVtdO2nEfMy£ 7-4-0 1 9-4-0 4x4 = Scale = 1:21.1 Io 3-8-0 3-8-0 7-4-0 3-8-0 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) 0.00 6-9 999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.20 Verl(CT) 0.01 6-9 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Wind(LL) 0.01 6-12 999 240 Weight:31 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=379/0-4-0, 4=379/0-4-0 Max Harz 2=-49(LC 10) Max Uplift 2=-286(LC 12), 4=-286(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-419/240, 3-4=-420/240 BOT CHORD 2-6=-68/350, 4-6=-68/350 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft, Cat. 11; Exp C; Part. Encl., GCpi=0.55; MWFRS (directional) and C-C Extefior(2) -2-0-0 to 1-0-0, Intedor(1) 1-0-0 to 3-8-0, Extedor(2) 3-8-0 to 6-8-3 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=28614=286. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc, FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 27,2018 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE. I _ Design vaild for use only with Ml:Ilek , n connectors. This design Is based onlyUponpatornetersshow, and 15 for an ihdlvldual nt ding component ra- a truss syste'rn. &;fore use, the building designer must verify the applicability of design p aramelers and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Addltional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems. 5eeANWMI1 CualCyCiRerla, DSO-89 and BCSI BuOdbW Component 6904 Parke East Blvd. Safety Informatiolpvdlable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply NTM Homes, 301-303 Nations Rd., Sanford T15199192 747260 CO2 Common 2 1 Job Reference (optional) American Builders Supply, Sanford, FL 32771 8.130 s Mar 11 2018 MiTek Industries, Inc. Thu Sep 27 12:13:11 2018 Page 1 ID:RRPq?UrsBfd6j2lwW dF1 D?yZoY4-m4K_PyY1 V_T_JRCdOOM3Qw9wKdr1 MrDwTJ6Vh4yZR9M 7-4-0 3-8-0 4x4 = Scale = 1:14.6 2x4 = 2x4 = 3-8-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.01 4-7 999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.20 Vert(CT) 0.02 4-7 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Wind(LL) 0.02 4-10 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. lb/size) 1=271/0-4-0, 3=271/0-4-0 Max Horz 1=-32(LC 10) Max Uplift 1=-162(LC 12), 3= 162(LC 12) Max Grav 1=287(LC 19), 3=287(LC 19) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2= 438/411, 2-3=-438/411 BOT CHORD 1-4=-282/361, 3-4=-282/361 PLATES GRIP MT20 244/190 Weight: 25 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Part. Encl., GCpi=0.55; MW FRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 3-8-0, Exterior(2) 3-8-0 to 6-8-3 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 1=162, 3=162. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 27,2018 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 111II.7473 rev. 1010312015 BEFORE USE. Design vdfld for use only with IVII xE connectors rots design is based only upon pdrarnetets shown , and is for ah tndlV au ; building cornponeht, a truss sysiern. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Info the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent collapse with possible personal injury and property damage. for general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSUf9ll CuafBy CIf flo, DSB-89 and BCSI Buadbw Component 6904 Parke East Blvd. Safely drtormotionavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa. FL 33610 Job Truss Truss Type Oty Ply I NTM Homes, 301-303 Nations Rd., Sanford T15199193 747260 CO3 GABLE 2 1 Job Reference (optional) American Builders Supply, Sanford, FL 32771 8.130 s Mar 11 2018 MiTek Industries, Inc. Thu Sep 27 12:13:11 2018 Page 1 ID:RRPq?UrsBfd6j2lwWdF1 D?yZoY4-m4K_PyY1V_T_JRCdOOM30wggHduZMglwTJ6Vh4yZR9M 2-0-0 3-8-0 7-4-0 9-4-0 2-0-0 3-8-0 3-8-0 2-0-0 4x4 — Scale = 1:21.1 to 7-4-0 r 7-4-0 Plate Offsets (X,Y)-- j2:0-2-0,Edge), [6:0-2-0,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.03 7 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.04 7 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 34 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rfg€d ce€€ing d€rect€y applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 7-4-0. lb) - Max Horz 2=-49(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 9, 10, 8 except 2=-257(LC 12), 6=-257(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 6, 9, 10, 8 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-1 0=- 18712 53, 5-8=-187/254 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. 11; Exp C; Part, Encl., GCpi=0.55; MWFRS (directional) and C-C Corner(3) -2-0-0 to 1-0-0, Exterior(2) 1-0-0 to 3-8-0, Corner(3) 3-8-0 to 6-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint($) 9, 10, 8 except jt=lb) 2=257, 6=257. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 27,2018 WARNING Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE. _ 13e51gh vaia fm use on! y vrth M 1en Con Mors IN a -sign is based ohly upoh pdiametels shown, and Is for an IndividUal util{ding compone nr, n oi - a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional Temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seoANWM11 AuaigyCrBeliM DSO-89 and BCSI Buirding Component 6904 Parke East Blvd. Safety lnformationavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314, Tampa. FL 33610 Symbols PLATE LOCATION AND ORIENTATION 31; Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-i16" W For 4 x 2 orientation, locate plates 0-'nb" from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MrTek20120 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only, Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 6-4-8 1 dimensions shown in ft-in-sixteenths Drawings not to scale) 1 2 3 TOP CHORDS JOINTSARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. 2012 MiTek® All Rights Reserved MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-brocing, is always required. See BCSI, 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1, 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11, Plate type, size, orientation and location dimensions Indicated are minimum plating requirements. 12, Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13, Top chords must be sheathed or purlins provided at spacing indicated on design. 14, Bottom chords require lateral bracing at 10 ft, spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are=, the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of on engineer. 17, Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptabNe environmental, health or performance risks. Consult with project engineer before use. 19, Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20, Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. General Notes lhq.hw hl &' 6-14 MWN A — WON .w Wyx=.fkpAw .wrorlYnbn hem MS, b.. ow wh.&Mw. Wo b. r.PASO 0, N. b.bmWrla wry iNd 0.1 1 =I., Aok'M' h.M" nmr bt.h 1 -rw dtw." meG PwftMM. W., 12'0" 541 T 12,01, 32,01, 32'0' 01H OSTML wwb, ftl be" 6.m *W rT wo ph.=, =11 Im mw. pthd W;; d bm. N I I "T t", I I I L I CO2 I CO2 I col in ut 003 Loading and Design Crftetla 12'0" T io" 7' 4" 33'8" 7- 4" 7' 10" 12'0" ant pbM AwRICAN 111,111 IMS SUM V RM ll, M NllRC Ulb. ftv.- 1. 1., 4011 =--i.. General Notes e.9obN Mbdal l.tlMtl'indt .hhvm TMNftWdhW IMI by IN1 vl eduN M ry vnY Mmew Prot wtlledtetlen hYm uP.M.. Rdy hu . f dbl en h.l or YhiNnW.ld eWh.dbd.n W 1.pnpYYYtl w4uhtly. Is. ehy INd 1H Y. we.phd=0 pllYt"=11m wldlYd tomW h.m-- Iw jropa Itwt h.W11p him 61whW, nhl Id IM 'RM dn-l" 7d 1 ddvu u• id.hefy ty U.I. m f Yt od t.VdM, .1 " edWwtlbe epwlMMl.M pdhl 1. huthNden d t"—y bn.Mpp b Mt -P..Ibl7 0 de trw. hutWr. T" 7nP1u.1 of btnd'tet Mt .bPubt k twpamWM br m. dwlyn t Ilu iEuf w.4r Yntli6 u. M WtnNth rYtht Id.rtl bed. hem Mad titl Yr w1.fNt wdvdy. TM 'eeR' b Yho roN•ntab b eV Yw fh. ngdYN etr.ppMe m.tetbh ro YMlebm!/.theh mYheb., h m M. bN I.tlMe .trwYd. h herlly M. 4tlyn tytt• d1etlMntU ptlb t}J.n prole-, -pp N bNlnp, odlM N/Ib donYnd I.r tlf. aw.e dulpn and Pbemrm /Itn of M. hw. Yy.nrr. h.hf b OYNIYn ebsntrTh W hdl. pwnv,dnfy'I. Vd YNpPre`adJtW'.nfutbnJ. jW.M<NptbdNOGtRh iMWW.d1KItk.M. dtl.),thr propel w. efd NYln.enl YI IM peteltl htlp.n, ME y RECORD COPY City of Sanford Building and Fire Prevention Product Approval Specification Form Bu,Lotic # 1 8- 4 1 3 4 Permit # - a ANFo, # 1 8- 4 1 3 3 Project Location Address 30l - 303 u2i 5 Fl_ 3277 1 As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuildin-g.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 9c.A5TP2o F 213. Sliding Sectional Roll U Automatic Other 2. Windows Single Hung AsSv4t log4,. Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 1 Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding mkmes ! le L -SIDIA/t,1319 2. 2 Soffits 13139, Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles revN Dlns 5 - I Underla ments MeMR L16?DggdAU AAM^11— 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 I . 2- Other Cert-MIA P P 7-1597o,l LeczrA j iv s 25 -o, June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll up Equipment Other 6. Skylights Skylights Other 7. Structural Components 104 5 , Wood Connectors / Anchors M P4AW s N 1045 e • 9 0995 i3 Truss Plates s L AEAW1 Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 I i 1,_._._--- - -------_ - ---- 0 plastpro 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 Smooth / Wood Grain / White Wood Grain Rustic / Mahogany Series Fiberglass Door INSWING / OUTSWING NON -IMPACT" GENERAL NOTES i. This product has been evaluated and is in compliance with the 5th Edition (2014) Florida Building Code (F8C) structural requirements excluding the "High Velocity Hurricane Zone" HVHZ). 2, Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wail dressing or stucco. 3. When used in areas requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with Section 1609,1.2 of the FBC, 4. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. TABLE OF CONTENTS SHEET# DESCRIPTION 1 Typical elevation, design pressures, & general notes 2 Door panel details 3 Horizontal cross sections 4 Vertical cross sections 5 Buck and frame anchoring - 2X buck masonry construction 6 Frame asonry construction 7 Blil of materials, glozing detail & components Ak 37,50" MAX. OVERALL FRAME WIDTH x 0 O 8 SWING OVERALL_.: Dlfv)ENSION OVERAII'. DfNIENSlON GLASS TYPE DESIGN; PRESSURE(i'Sf)'. POSITIVE NEGATIVE' INSWING 37.60" x 82.00" 21.00" x 63.00" Gi 50.0 50.0 OUTSWING 37.5W x 80.50" 21.00" x 63.00" 60.0 60.0 u.e: N, T. S, G. BY: JK K. err: LFS WN0 NO, FL-15213.9 wr i or—L 42 A 48 41 g=a GI EXTERIOR z V'' • a i»rt 43 •% 3 ` F) m z XOzU Em s m o 47 Ew INTERIOR 46 m g ' m a `a m o oz 1 HORIZONTAL CROSS SECTION 8 3a 2 48 c J p Q 2.5" - 2 p p 35.75' MAX. v —j 0.66' o , DOOR 1.59" a g m z PANEL WIDTH I + ' (5 a 21.00" MAX. ' _ C m o D.LO. WIDTH D t I+ 185 EXTERIOR INTERIOR DI o ' o LATCH 6 HINGE STILE a 2 42 TOPCeAula r PVC yl IL REINFORCEMENT WOOD LATCH INGE STILE 47 'A wood reinforcement Y } Forlock - CellularPVC m Gt 11.59" v m o id z o GLAZING COMPOUND w oa0.5' GLASS I"MIN. N O p X 1 BITE GLASSTHK. w S : E p 2 =y o 1 /8" TEMPERED F GLASS S IS BOTTOM RAIL AIR SPACE lzo-- Cellular PVC OPTIONAL DECORATIVE INSERTAIRSPACE 118" TEMPERED DOOR PANEL DATE: 02116112GLASSULUSCALE: N.T.S. GLAZING SPACER DWG. BY: JK SNAP IN LITE FRAME 2 VERTICAL CROSS SECTION c,k. BY: LFS GLAZMGDETAILGT 2 DRAWING NO.: FL-15213.9 SHEET 2 OF 7 V 1-1/4'MIN. EMB. (TYP.) Q n 4421 20 C o d Off'' jcw 00, a 8 o v z x2cj 40 7 4 E. a) g INTERIOR L a aka 5 . 18 v 2 3 VVV 94 o v° z X S.: 1 3 3 3 z0 W EXTERIOR 10 H N e 11 vJJ a U 3 HORIZONTAL CROSS SECTION a z a p 3 Shown w/1 X sub -buck V 0 N o a O 1-1/4" MIN. EMB. (TYP.) 3 4 4 4 1-1/4"MIN. EMB. (TYP.) C n L C'SINK TYPJ C'SINK TYP-) -1 1— L m 21 20ZO21 z W o 8ao8d07 0 7 INTERIOR INTERIOR Vl N N W Z Q F s EXTERIORM EXTERIOR 10 K N O Z z U DATE 02/16/72 i SCALE: N.T.S. Dwc. BY: ,lx mC2740911B FSIr E 1 HORIZONTAL CROSS SEC110N 2 HORIZONTAL CROSS SECTION_ E DWANG No, 3 Outswing shown -inswing 3 Outsw ng shown - inswing FL-15213.9 also approved also approved SHEET 3 or 7 A. a N• ° E o Z om a a E a y. V M a 1.> o M (00z s a N .. m z a: 1 v a ZQ E z m o ci p --_ ? N f, a og 9 p oa g maa W J LL C 5m5 e O E °Z 8 d 40 40 20 7 7 21 z0 20 oU v 8 8 Soozo21 EXTERIOR INTERIOR EXTERIOR INTERIOR o 5 N m 0 amp 1 VERTICAL CROSS SECTION 1 2 VERTICAL CROSS SECTION 4 Outswing shown - inswing k,,4 Shown w/1X sub -buck o ( O also approved a a a a x, m EXTERIOR INTERIOR, E a EXTERIOR INTERIOR zZ 40 W 32 8 40 34 30 W T 31 33 4-- a° DATE: 02116172 z e e_ n. 9SCALE: NdOF79DWO. BY: m' e ' CHK 3 VERTICAL CROSS SECTION fieL4 VERTICAL CROSS SECTION DRAWING NO.p 4 Outswing configuration 4 Inswing configuration FL— 15N 0 SHEET 4 N 6" 6" z 2 2 W 1 K z o o TYP. HEAD tt 1 O JAMBS r MASONRY v JAMBS MASONRY or N m c wco g g19 I o t a OPENING OPENING U U VVV11 a m a a ZO GZ. c"i, k ]w8 c w XN u' Z - FRAME O zo O o 0O= 2X BUCK Iz2: 2 Iz 0 WV 2X BUCK Q SwvW o ai zE o Q0 o UU a a mm m BUCK ANCHORING STRIKE JAMB FRAME ANCHORING a 0 W N oMasonry2Xbuckconstructionv) CONCRETE ANCHOR NOTES: I. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to o` maintain the min. edge distance to mortar joints, additional concrete anchors 48 - may be required to ensure the MAX. ON CENTER" dimension are not exceeded. 9 e 3. Concrete anchor table: j Q HINGE JAMB N Q F n TO MASONRY O z z o WE02/16 12 ZM TAPCON s N : z_ l J O U N •• O Z0 TYP. HEAD & - o BEa p MASONRY JAMBS\ a y v m d a OPENING a cqi 0 Z 3a w yH coo FRAME 10 o xo s0 11 zo =3 r — — - Z 1 ova zu, cc cn j rr oa5 v' IX BUCK w N Z> o m< L o HINGE DETAIL o I a O ¢ 4 LL s a a n m Um VV y v) Z STRIKE JAMB FRAME ANCHORING HINGE JAMB G w o CONCRETE ANCHOR NOTES: Masonry 7 X buck construction h 1. Concrete anchor locations at the comers may be adjusted to maintain the min. o edge distance to mortarjoints. G m 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the MAX. ON CENTER" dimension. are not exceeded. 27 ? 3 Concrete anchor table., m w i N F— LATCH d D E ANCHOR Wz`. oa 5 Lan I •• \\ J O(p m Z NI TAt 12 z a gt°g 9moW a and ma:Ca : 3 ci 0m e cZ v° z w L1 4.56" cyi f 4.56" ra' cipo 'z I I d ?o va o n so a 3 L ACr5t JaC-LM Q `o = 2.4,C 2.44" --t O —O 0 m a 20 HEAD d SIDE HEAD SIDE Jamb 11 Poly fiberpmb m U 5.63" ^i II No z V W 0 w o. 33 ADJUSTABLE fNSWING THRESHOLD 34 ADJUSTABLE fNSVy1NG THRESHOLD 4 n a c a ? w i v 4.68 c o N mz i ! '- z o zQ _ DATe 02/16 12 °z SCALE: N.T.S. aDWG. nr: X m c 31 OUTSWING BUMP THRESHOLD cm. BY: LFS 3 DRAMNo NO.: B: FL-15213.9 a a SHEET 7 of N iJ K BILL Of MATERIALS lifts DESCRIPTION MATERIAL A 1 X BUCK SG >= 0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C 1/4"MAX: SHIM SPACE D 1 /4" X 2/4"PFH ELCO OR fNV CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI301ORHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRETE G 3116" X 3-1/4" PFH ffW CONCRETE SCREW STEEL H 1 /4" z 3-1 /4"PFH ITW .CONCRETE SCREW STEEL J 1/4" X 3-3/4"PFH TTW CONCRETE SCREW STEEL K l0 X T PFH WOOD SCREW STEEL L 8 X 2-1 /2" PFH WOOD SCREW STEEL M BXTPFHWOODSCREW STEEL 7 FORCE 5WERTHER-STRIPPING BY ENDURA FOAM 8 COMPRESSION WEATHER STRIP QLON 650 BY SCHLEGEL FOAM 9 4" X 4" BUTT HINGE STEEL 10 9 X I" PFH WOOD SCREW STEEL l i 9 X3/4"PFH WOOD SCREW- STEEL 17 KWIKSET KEYED ENTRY -SIGNATURE SERIES STEEL 18 KWIKSET DEADBOLT -SIGNATURE SERIES (780 STEEL 20 FINGER JOINTED PINE FRAME, HEAD &HINGE JAMBS WOOD 21 POLYFIBER JAMB COMP. /VINYL 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT STRIKE PLATE STEEL 30 INSWING VINYL DOOR BOTTOM SWEEP BY ENDURA VINYL 31 OUTSWING BUMP THRESHOLD ALUM. 32 VINYL DOOR BOTTOM SWEEP #3628 BY HOLM IND. PVC 33 INSWING. ADJUSTABLE THRESHOLD BY ENDURA ALUM./ WOOD 34 INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP ALUM. /WOOD 40 DOOR PANEL -SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 41 DOOR SKIN .MIN. 0:075"THICK FIBERGLASS 42 TOP RAIL CELLULAR PVC 43 LATCH 8. HINGE STILE CELLULAR PVC 44 REINFORCEMENT WOOD FOR LOCKS (20"LONG) WOOD 45 BOTTOM RAIL CELLULAR PVC. 46 POLYURETHANE FOAM BY NAN YA POLYURETHANE 47 CONTINUOUS LATCH 8. HINGE STILE REINFORCEMENT WOOD 48 SNAP IN LITE FRAME ABS 49 GLAZING COMPOUND SILICONE 55 GLAZING SPACER ALUM. 5/17/2018 Florida Building Code Online s SCLS Home 3 Lag in { User Registration Hot Topics i Submit Surdwge Stats 8 Facts 1 Publications FBC staff l BUS Site Map Links Search b t'3 Product Approval USER: Public User Product. fippruval Menu > Product or Appgcation Search > AgWication List > Application Detail FL # FL15213-R3 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Plastpro Inc. / Nanya Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 440) 969-9773 Ext16 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 440)969-9773 Ext18 scottjohnson@plastproinc.com Quality Assurance Representative Ron O'Connell Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 440) 969-9773 Ext16 ronoconneil@plastpro.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL15213 R3 COI (¢J Certificate of Indeoendence.odf Referenced Standard and Year (of Standard) Standard Year 101/I.S.2 1997 101/I.S.2/NAFS 2002 AAMA/W DMA/CSA101/I.S.2/A440 2005 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 TAS 201, 202, 203 1994 https://floridabui lding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZI QRC3FgPGdg9zlGQiYTOxnLFWhLKenbGmCoA%3d%3d 1 /5 5/1 7/2018 Florida Building Code Online Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FLIS213 R3 Equry (a) E uivalencv of Standards,odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/20/2017 Date Validated 10/20/2017 Date Pending FBC Approval 10/24/2017 Date Approved 12/12/2017 Summary of Products Go to Page Page 1 / 2 FL # Model, Number or Name --- Description — — -- — 15213.1 a. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door - Grain/Rustic/Mahogany Series Inswing/Outswing (X - Configuration) Fiberglass Door Limits of Use----------_--—_ Installation Instructions —_------ _ Approved for use in HVHZ: No FL15213 R3 II (a) Inst 152131.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.1 for Design Pressure Ratings, any FL15213 R3 AE (a) Eva) 15213.1.odf additional use limitations, installation insbuctions and product Created by Independent Third Party: Yes — particulars. 15213.2 b. Smooth/Wood Grain/White Wood W8 'Impact" Opaque Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series utilizing "Snap Frame" Glazing - Inswing/Outswing (OX or XO - Fiberglass Door Configurations) Limps of Use -- -- -_.------`--- Instailatlan Instructions__ ---.^— Approved for use in HVHZ: No FL15213 R3 II (a) Inst 15213.2.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.2 for Design Pressure Ratings, any FL15213 R3 AE (a) Eval 15213.2.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.3 — c. Smooth/Wood Grain/White Wood 6'8 'Impact' Opaque Fiberglass Single Door with Sidelites Grain/Rustic/Mahogany Series utilizing "Snap Frame" Glazing - Inswing/Outswing (OXO - Fiberglass Door Configuration) Limits of Use ! Installation Instructions Approved for use in HVHZ: No FLIS213 R3 II (a) Inst 15213.3.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.3 for Design Pressure Ratings, any FL15213 R3 AE (a) Eva[ 15213.3.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes t particulars. — -- — 15213.4 d. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series Fiberglass Door 68 "Impact' Opaque Fiberglass Single Door with Sidelite utilizing "Lip Lite" Glazing - Inswing/Outswing (OX or XO - Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R3 II (a) Inst 15213.4.pdf Approved for use outside HVHZ: Yes j Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Design Pressure: N/A Created by Independent Third Party: Yes Evaluation Reports Other: See INST 15213.4 for Design Pressure Ratings, any FL15213 R3 AE (a) Eva) 15213.4,Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.5 e. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door with Sidelites Grain/Rustic/Mahogany Series ! utilizing "Lip Lite" Glazing - Inswing/Outswing (OXO - Fiberglass Door i Configuration) https:lJfloridabuilding.org/pr/pr app_dd.aspx?param=wGEVXQwtDgv3yVVKJZIQRC3FgPGdg3zlGQiYTOxnLFWhLKenbGmCoA%3d%3d 2/5 5/17/2018 Florida Building Code Online Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R3 11 (a) Inst 15213.5.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: NIA Evaluation Reports Other; See INST 15213.5 for Design Pressure Ratings, any FL15213 R3 AE {a) Eval 15213.5.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.6 f. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series Fiberglass Door 6'8 "Impact" Opaque Fiberglass Double Door - — ^-- Inswing/Outswing (XX - Configuration) Limits of Use Installation Instructions -- Approved for use in HVHZ: No FLIS213 R3 11 (a) Inst 15213.6.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 15213.6 for Design Pressure Ratings, any FL15213 R3 AE f$) Eval 15213.6.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.7 g. Smooth/Wood Grain/White Wood 68 "Impact" Opaque Fiberglass Double Door with Sidelites Grain/Rustic/Mahogany Series utilizing "Snap Frame" Glazing - Inswing/Outswing (OXXO - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R3 II (a) Inst 15213.7.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.7 for Design Pressure Ratings, any FLIS213 R3 AE (a) Eval 15213.7. t f additional use [imitations, installation instructions and product Created by Independent Third Party: Yes particulars. i- — ----------- _- -- -- -- 15213.8 h. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series Fiberglass Door 6'8 "Impact" Opaque Fiberglass Double Door with Sidelites utilizing "Lip Lite" Glazing - Inswing/Outswing (OXXO - Configuration) Limits of Use ---- -- — Installation Instructions Approved for use in HVHZ: No FL15213 R3 II (a) Inst 15213.8.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.8 for Design Pressure Ratings, any FLIS213 R3 AE (a1 Eval 15213.8. ff additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.9 I i. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series Fiberglass Door 6'8 "Non -Impact" Glazed Fiberglass Single Door utilizing "Snap Frame" Glazing - Inswing/Outswing (X - Configuration) Limits of Use -- ----— Installation Instructions ----- Approved for use in HVHZ: No FL15213 R3 II (a) Inst 15213.9.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Other. See INST 15213.9 for Design Pressure Ratings, any Evahration Reports FL15213 R3 AE (a) Eval 15213.9.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.10 j. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door with Sidehte Grain/Rustic/Mahogany Series Fiberglass Door utilizing "Snap Frame" Glazing - Inswing/Outswing (OX or XO - Configurations) InstallationLimitsofUse Instructions Approved for use in HVHZ: No FL15213 R3 II faInst 15213.10&p f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.10 for Design Pressure Ratings, any FLIS213 R3 AE ta) Eval 15213.10.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.11 k. Smooth/Wood Grain/White Wood 6'8 "Non -Impact' Glazed Fiberglass Single Door with Sidelites Grain/Rustic/Mahogany Series utilizing "Snap Frame" Glazing - Inswing/Outswing (OXO - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS213 R3 II (a) Iast 15213.11.Rdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.11 for Design Pressure Ratings, any E https:/Moridabuilding.org/pr/pr app_dd.aspx?param--wGEVXQwtDgv3yWKJZIQRC3FgPGdg9zlGQiYTOxnLFWhLKenbGmCoA%"3d%3d 315 5/1'7/2018 Florida Building Code Online i additional use limitations, installation instructions and product FL15213 R3 AE (a) Eval 15213.11.(Zdf particulars. l Created by Independent Third Party: Yes k13. 12 I. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series N Fiberglass Door 6'8 'Non -Impact" Glazed Fiberglass Double Door utilizing Snap Frame" Glazing - Inswing/Outswing (XX - Configuration) its of Use Installation Instructions Approved for use in HVHZ: No FL15213 R3 11 (a) Inst 15213.12.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports C Other: See INST 15213.12 for Design Pressure Ratings, any FL15213 R3 AE (a) Eval 15213.12.pdf I additional use limitations, installation instructions and product particulars. Created by Independent Third Party: Yes 15213.13 m. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series N Fiberglass Door 6'8 "Non -Impact" Glazed Fiberglass Double Door with Sidelites utilizing "Snap Frame" Glazing - Inswing/Outswing (OXXO - Configuration) Limits of Use — Installation Instructions Approved for use in HVHZ: No FUS213 R3 II fa) Inst 15213.13.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.13 for Design Pressure Ratings, any R-15213 R3 AE (a) Eval 15213.13.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 152 13.14 n. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series N Fiberglass Door 6'8 "Non -Impact' Glazed Fiberglass Single Door utilizing 'Lip Lite' Glazing - Inswing/Outswing (X - Configuration) I Limits of Use — --- Installation Instructions Approved for use in HVHZ: No FLIS213 R3 II (a) Inst 15213.14.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 15213.14 for Design Pressure Ratings, any FUS213 R3 AE fa)Eval 15213.14.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars._--- ------- — — J J 15213.15 o. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series N utilizing "Up Ute' Glazing - Inswing/Outswing (OX or XO - r Fiberglass Door Configurations) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15213.15 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL-15213 R3 II (A Inst 15213.15.{df Verged By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15213 R3 AE (a) Eval 15213.15.odf Created by Independent Third Party: Yes 15213.16 p. Smooth/Wood Grain/White Wood 68 "Non -Impact" Glazed Fiberglass Single Door with Sidelites Grain/RusticWMahogany Series N utilizing 'Lip Cite' Glazing - Inswing/Outswing (OXO - y— Fiberglass Door —'------___- Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS213 R3 II (a) Inst 15213.16.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.16 for Design Pressure Ratings, any FL15213 R3 AE (a) Eval 15213.16.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.17 q. Smooth/Wood Grain/White Wood 168 "Non -Impact" Glazed Fiberglass Double Door utilizing "Up Grain/RusWMahogany Series N Lite' Glazing - Inswing/Outswing (XX - Configuration) Fiberglass Door -`----- - -- - -- Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R3 II (a) Inst 15213.17.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.17 for Design Pressure Ratings, any FL15213 R3 AE (, Eval 15213.17.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.18 r. Smooth/Wood Grain/White Wood f 6'8 "Non -Impact" Glazed Fiberglass Double Door with Sidelites Grain/Rustic/Mahogany Series N ( utilizing 'Up Lite' Glazing - Inswing/Outzwing (OXXO - https:/tfloridabuilding.org/prlpr app_df.aspx?param=wGEVXQwtDgv3yWKJZIQRC3FgPGdg9zlGQiYTOxnLFWhLKenbGmCoA%3d%3d 415 5/17/2018 Ronda Building Code Online Fiberglass Door j Configuration) I Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS213 R3 II {a) Inst 15213.18.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: INST 15213.18 for Design Pressure Ratings, any FLIS213 R3 AE (a) Eval 15213.18,pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. I 15213.19 s. Smooth/Wood Grain/White Wood pactOpaque Fiberglass Single Door ----- 8'0 "Impact* O Grain/ Rustic/Mahogany Series N Inswing/Outswing (X - Configuration) Fiberglass Door v Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS213 R3 II (a) Inst 15213.19.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Design Pressure: N/A Created by Independent Third Party. Yes Evaluation Reports Other: INST 15213.19 for Design Pressure Ratings, any FL15213 R3 AE fa) Eval 15213.19.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213. 20 t. Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass Single Door with Sidelite -- i Grain/Rustic/Mahogany Series N utilizing "Snap Frame" Glazing - Inswing/Outswing (OX or XO - Fiberglass Door Configurations) Limits of Use ---- Installation Instructions -- Approved for use in HVHZ: No (( FL15213 R3 II {aj Inst 15213.20.p V Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure. N/A Evaluation Reports Other: INST 15213.20 for Design Pressure Ratings, any FL15213 R3 AE (a) Eval 15213.20.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. Go to Page ------------------._._._—_— _—.-----_.--- ----0 0 Page 1 J 2 0 Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EED employer. Cyliaht 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-mall address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455. 275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chap 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. It 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 4SS, F.S., please dice here . Product Approval Accepts: M T=LixriCred: it Card Safe aSk, Ct1T'li SEPRtC' ! https:// f(oridabuildingAxxj/pr/pr app 40.aspx?param--wGEVXQwtDgv3yVVKJZ1QRC3FgPGdg9zlGQiYTOxnLFWhLKenbGmCoA°/.3d%3d 5/5 l s r ASSCCIATED MATERIALS A* A.: 1 N C ..'(5" R P O R .. A _..,T .E D 3773 STATE ROAD CUYAHOGA FALLS, OH 44223 MODEL 0100 SINGLE HUNG WINDOW w/ NAILING FIN NON -IMPACT' GENERAL NOTES 1. This product has been evaluated and is in compliance with the 6th Edition 2017) Florida Building Code (FBC) structural requirements excluding the High Velocity Hurricane Zone". 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind bome debris protection this product must be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 4. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. TABLE OFCONTENTS SHEEN DESCRIPTION 1 Typical elevations, design pressures and general notes 2 Vertical & horizontal cross sections 3 Vertical & horizontal cross sections 4 Buck and frame anchoring 5 Glazing detail, components and bill of materials SEE CHART FOR OVERALL FRAME WIDTH x O a2 U W N V. t11; 6ZO M Ililll no ID ZO NU N •• xZ. VC v a Eom z m aR o sp oa ma`fT r 0 E vz 3a 10 o Z 2:oZ 03 oc a oEj = 22 ow i Z Z N Wa n Q J K U as N a a OVERALL FRAME DIMENSION OVERALL 0) D.L.O. DIMENSION OVERALL X) D.L.O. DIMENSION Locks GLASS TYPE Reinforcement DESIGN PRESSURE (PSI) Lock Rail Sash Stiles POSITIVE NEGATIVE 52.0" x 77.0" 49.0" x 35.5" 47.0" x 36.9' 2 G1 Yes No 25.0 25.0 45.0" x 75.0" 42.0" x 34.5" 40.0" x 35.0" 1 GI Yes No 25.0 25.0 45.0" x 75.0" 42.0" x 34.5" 40.0" x 35.0" 2 GI Yes Yes 25.0 30.0 36.0" x 72.0" 33.0" x 33.0" 31.0" x 33.5' 2 Gl Yes No 25.0 35.0 44.0" x 60.0" 41.0" x 27.0" 39.0" x 27.5" 2 Gl Yes No 25.0 30.0 SCALE. N.T.S. - Dwc. BY: ROF m CHK. BY: -LFS ? rc Dw wxic_ HD.: m FL-10465:1 0 swET I of 5 E z Nct p`?fn 00 F o rncw 11 11111 0 m z 2 1 O 2 w a v o=U 8.5' Q0 maim G7 C D J! 0e ` o z I o 3a 11 Cl oIozIjQE O OU o z a 12 V, N Ci 3 0 CO ti U EXTERIOR INTERIOR 0 y 0 3 3 3 2 Gl al a Q m 1 1 /4"MIN. EMB. ( TYP.) NOTE: 1 1 /4" MIN. 1. SEE SHEET 1 TABLE FOR SASH STILE REINFORCEMENT EMB. (TYP.) 5 m m 44REQUIREMENTS. n D B g D a N N U V) w mg z a L DB1 INTERIOR 10 V GIZ0 a:> j 0: 0 z m z F OM N.=z 0,0 a DATE: 3114108 c J• c Q o t." E n n•;' SCALEN. T.S. d MG. BY.. ROF 'm 137CHK. BY: LFS ? EFSEENOTE1EXTERIORFMWNO No.: a FL- 10465. i a n E 1 HORIIOMAL CROSS SECTION 2 HORRONTAL CROSS SECTION 3 VERTICAL CROSS SECTION 2 Mosonry Construction 2 Masonry Construction Masonry Construction SHEET 2 OF 5 NOTE: Sheet Metal Screws mast penetrate a min. - of 3 threads through steel stud. Maintain 518" min. edge d1stance. K A iG 1 1 C G1 G1 4 VERTICAL CROSS SECTION 3 Shown w/ Steel Stud Framing Option \ 4 NOTE: - E3 1. SEE SHEET 1 TABLE FOR SASH STILE REINFORCEMENT EXTERIOR REQUIREMENTS. o Q INTERIC 7(TERIOK i HORIZONTAL CROSS SECTION r2 HORIZONTAL CROSS SECTION 2X Stud Construction $ 2X Stud Construction 2 .d U n VS y. III .•.. mM J III ff t1t11 1`` p mO B ^ n 20 U N - a x 0 { Z U V Sto 9m.0W a.a MaaL U. 3`d 3o z z 12 00r W xw Z ZC0 n W t0 INTERIOR Z F=U o Gi 0 a U mUm 3 VERTICAL CROSS SECTION 2X Stud Construction Le N.T.S. By_- ROF BY: LFS WING NO, FL- 10465,1 er _L or 5 1 2X WOOD STUD FRAMING OR STEEL STUD FRAMING TO BE JSN.N DESIGNED BY THE ENGINEER OR ARCHITECT OF RECORD. `"\ 4 ' MAXOC (TYP) _Yti a, MAX O:C. (TYP.) T MAX. 2" MAX ( W.z Qc z SASH (TYP.) (TYP.) 4"MAX. If film 0 h, o no 10 Z. D z H v 4 " m a. IL TYP. CZLi 8 d 2X BUCK 2X BUCK CYJMEETINGRAILb. q z MASONRY o zo O o a a MASONRY o w OPENING OPENING o = o mIE WO Z w 4 4,G STEEL ? Q c~ ti Y WOODo O . Ca a a Et m TYP, ro v BUCK ANCHORING FRAME ANCHORING FRAME ANCHORING = p N 1- Masonry 2X Buck Construction Stud Construction o m z W W 4 S _O CONCRETE ANCHOR NOTES: 2 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joints. -J w w 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortarjoints, additional concrete anchors > > o may be required to ensure the 'MAX. ON CENTER" dimension ore not exceeded. _ o 3. Concrete anchor table: N a ANCHOR ANCHOR MlN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR"._:: ITW ® 1/4" 1-1/4" 2" 4" TAPCON ELCO ® 1/4" 1.1/4" i" 4" ULTRACON DATE: 3114108 SCALE: N.T.S. On. BY: ROF CHK. BY: LFS L WOOD SCREW INSTALLATION NOTES: NC N0' Maintain a minimum 5/8- edge distance, I"end distance, & I"o.c. spacing of FL-10465.1 wood screws to prevent the splitting of wood. SHEET 4 or ki OF MATERIALS ITEM f DESCRIPTION iMTERlAL A STEEL STUD Min. Thk .033" (ASTM A653 GRADE 33 Fy=33 Ksi Min, Fu=45 Ksi Min) STEEL B 2X BUCK/FRAMING (SG >= 0.42) WOOD C 1/4" MAX. SHIM SPACE D 1 /4" X 2-3/4" ELCO OR ITW CONCREfE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F 8 X 7' PPH SMS (1-3/4'MIN. EMBEDMENT) STEEL G 8 X 2-1/2' PPH SMS (1-3/4"MIN. EMBEDMENT] STEEL H 2X FRAMING (SG >= D.42) WOOD K 10 x 1-1 /2' PPH SELF -DRILLING SMS STEEL 1 MAIN FRAME -HEAD AND JAMB' RIGID PVC 2 MAIN FRAME -SILL' RIGID PVC 3 SASH -LOCK RAIL" RIGID PVC 4 FIXED RAIL' RIGID PVC 5 SASH -BOTTOM RAIL" RIGID PVC 6 GLAZING BEAD' RIGID PVC 7 SASH -STILES' RIGID PVC 8 GLAZING SPACER STEEL 9 GLAZING TAPE - DOUBLE SIDE ADHESIVE 10 TILT LATCH POLYMER 11 METAL CAM LOCK AND KEEPER STEEL 12 REINFORCEMENT-#UYOOB2 STEEL 1$ STILE REINFORCEMENT - #UY0093 STEEL 14 GLAZING BLOCK 114 4 4,00.01 T Z T„n im 2.921 c A111 u U o n m i U N •; STILE REINFORCEME " z d MAIN FRAME o z c w1Head & Jambs V (l1 a s 9 p Oil o Na m dIT I d v E v Z a d0 o n 0.071" j I^ z0.04T' 0.047 —"LJ -- 0.663" 3 zd i i-- 0.27" a 3 o w 6 GLAZING BEAD 12 REINfORCEMENT SASH -STILE o Z m _O o =Z ¢ J 0 o w z oco z Zo zQ 1.448 j 1.434" 0 jjj I a a THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY ° D I1EXTRUDERSLICENSEESIN "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". d© m 4 C3 V a BITE 3/4"THICK GLASSz o d O 3/32"ANNEALED 2in$SASH-LOCK RAfL FIXED RAIL F AIR SPACE oR 1. E3 Q0.596" --- 1.395' a . a-N Q3/32'ANNEALED EN H I I n N Za0.065" DATE: 3114 O8 = 1.172' I— — saLLN.T.S. 1/M. SY: ROF mm GLAZING DETAIL cNK, sr: LFS w Gl 5 SASH -BOTTOM RAIL Z MAIN FRAME -SILL DRAWNG NO.: FL— 10465.1 o0 SHEET 5 OF 5 BILLq L 5/16/2018 Florida Building Code Online y s+r x.g 8C[S Home } Log In 11 User Registration 4 Hot Topics Submit Surcharge Stats & Facts J Publications i FBC Staff i BCIS Site Map f Links [ Search ay Product Approval USER: Public User Product. &arsmN! Menu > Product or Application Search > 8eplication List. > Application Detail FL # FL10465-Rll Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Associated Materials Inc. Address/Phone/Email 3773 State Road Cuyahoga Falls, OH 44223 330)922-2108 rickw@rwbidgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity Architectural Testing, Inc., an Intertek company Quality Assurance Contract Expiration Date 12/31/2020 Validated By Ryan 3. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL10465 R11 COI a) Certificate of Independence.odf Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA101/I.S.2/A440 2011 AAMA/WDMA/CSA101/I.S.2/A440 2008 ASTM E1886 2005 ASTM E1996 2012 Equivalence of Product Standards Certified By Sections from the Code hftps://floHdabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqudsDrIH6148%2flEmifRKY%2bSW8MV%2fvsYat5YEp7ua4QzJg%3d%3d 1/3 5/16/2018 Florida Building Code Online Product Approval Method Method I Option D Date Submitted 08/23/2017 Date Validated 08/28/2017 Date Pending FBC Approval 09/09/2017 Date Approved 12/12/2017 Summary of Products FL Model, Number or Name Description 10465.1 a. Model 0100 .-------4Extruded PVC Single Hung Window with Nailing Fin "Non- Impact' Llmlft of Use Installation Instructions Approved for use in HVHZ: No FL10465 R11 II b) Inst 10465.1.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant., No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 10465.1 for Design Pressure Ratings, any FL10465 R11 AE (b) Eval I0465.1.Ddf additional use limitations, installation instructions and product Led by Independent Third Party: Yes particulars. 10465.2 b. Model OIHP Extruded PVC Single Hung Window with Nailing Fin "Non - Impact' Limits of Use Installation Instructions Approved for use in HVHZ: No FL10465 R11 11 fb) Inst I0465.2.pdf P.E. 43409ApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Verified By. Lyndon F. Schmidt, Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other- See INST I0465.2 for Design Pressure Ratings, any FL10465 R11 AE (b) Eval 10465.2.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 110465.3 c. Model 0700 Extruded PVC Single Hung Window - "Non -Impact" Limits; of Use Installation Instructions Approved for use In HVHZ: No FL10465 R11 11 b Inst 10465.3.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 10465.3 for Design Pressure Ratings, any FLI0465 RIX AE b) Eval 10465.3.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. rO46i 4 d. Made] 07HP Extruded PVC Single Hung Window - utilizes Sill ExtenderINon -Impact" Limits of Use Installation Instructions Approved for use in HVHZ: No FL10465 R11 II (b) Inst 10465.4.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A I Evaluation Reports Other: See INST 10465.4 for Design Pressure Ratings, any FL10465 R11 AE ( I Eval 10465.4.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 10465.5 e. Model 3100 Extruded PVC Single Hung Window with Nailing Fin "Non - Impact' Limits of Use Installation Instructions Approved for use in HVHZ: No a FL10465 R11 11 (b) Inst 10465.5.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other- See INST 10465.5 for Design Pressure Ratings, any FLI0465 R11 AE (b) Eval 10465.5.pdif additional use limitations, installation instructions and product s Created by Independent Third Party: Yes particulars. 10465.6 Extruded PVC Single Hung Window - "Non -Impact" Limits of Use Installation Instructions Approved for use in HVHZ: No FL10465 R11 II (b) Inst ID465.6.pdf Approved for use outside HVHZ. Yes I. Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No z Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other- See INST 10465.6 for Design Pressure Ratings, any FL10465 R11 AE tj) Eval 10465.6. f additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. I https:ltfloridabuilding.orgtpripr_app_o.aspx?param--wGEVXQwtDqudsDflH6148%2flF-mifRKY%2bSW8MVOI,.2fvsYat5YEp7ua4QzJg%3d%3d 2/3 5/16/2018 Florida Building Code Online 10465.7 g. Model 3100 "High Performance Extruded PVC Single Hung Window - "Impact" Impact Window" Limits of Use ------.—.. v-------- Installation Instructions Approved for use in HVHZ: No FL10465 R11 II f4J Inst 10465.7.o[f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Note - Window does not meet requirements for use in FL10465 P11 AE fb) Eval 10465.7.pdf Wind Zone 4" (basic wind speed greater than 140 mph) as Created by Independent Third Party: Yes defined in ASTM E1996-02. See INST 10465.7 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 10465.8 h. Model 3100 "High Performance Extruded PVC Single Hung Window with Nailing Fin "Impact" Impact Window" Limits of Use Installation Instructions Approved for use in HVHZ: No FL10465 R11 II jb) Inst 10465.8.f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Note - Window does not meet requirements for use in FL10465 P11 AE fly Eval 10465.8.odf Wind Zone 4" (basic wind speed greater than 140 mph) as Created by Independent Third Party: Yes defined in ASTM E1996-02. See Inst 10465.8 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 10465.9 i. Model 03AO / 03SO "ST" — Extruded Vinyl Single Hung "Replacement' Window - 'Non - Impact' y Limits of Use Installation Instructions Approved for use in HVHZ: No FL10465 R11 II (b) Inst 10465.9.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports j Other: See INST 10465.9 for Design Pressure Ratings, any FL10465 R11 AE tb) Evai 10465.9.odf additional use limitations, installation instructions and product particulars. Created by Independent Third Party: Yes 1 10465.10 j. Model 03A0 / 0350 "ST' Extruded Vinyl Single Hung "New Construction" (Nail Fin) I Window -"Non-Impact" Limits of Use Installation Instructions t Approved for use in HVHZ: No FL10465 R11 II (b1 Inst 10465.10.pr f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 10465.10 for Design Pressure Ratings, any FLI0465 R11 AE (b) Eval 10465.10.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars.----___—___--__..—.. Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public recalls. 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 try traditional mail. If you have any questions, please contact S50.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F5. must provide the Department with an email address if they have one. The emails provided may be used for of dal 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 deck herd. Product Approval Accepts: RR M Credit Card Safe https://floridabuilding.org/pr/pr app_ d.aspx?param--wGEVXQwtDqudsDrIH6148°/a2flEmifRKY%2bSW8MV%2fvsYat5YEp7ua4C)Zjg%3d%3d 3/3 5/16/2018 New Construction Window Installation Guidelines for installing New Construction windows Weather —Resistant Barrier (VWRB) Applied after the Window Installation — Flashing applied Over the Face of the Mounting Flange Dimensions referenced are based from 9 inch flashing. If a different width of flashing is used, these dimensions will change to correspond to the width of that material. Installation details are based on non -self -adhering flashing. If self -adhering flashing/tape is used, some steps such as caulking in steps 4 and 6 can be eliminated. The self -adhering tape/flashing will be installed over the nail flange detailed in steps 5 and 7. Consult self -adhering tape manufacturer's installation instructions for proper installation of their product. Step 1— Apply and fasten the horizontal sill flashing material first, level with the top edge of the rough opening and long enough to extend 9 inches beyond the jamb flashing. Step 2 — Apply a continuous bead of sealant to the backside of the window -mounting flange and immediately set the window in the opening. Step 3 — Apply shims as required to ensure the unit is plumb, level and square and fasten the window perimeter securely into position. Fasteners should be placed at a minimum of every other hole in the mounting flange. Step 4 — Apply a continuous bead of sealant to the exposed mounting flange at the side jambs of the installed windows. Continue the sealant bead at the jambs vertically 8.5 inches above the rough opening at the head of the window. (NOTE: If using a self- sealing window tape, Step 4 and 6 may be omitted) Step 5 — Install the jamb flashing by pressing the flashing into the sealant beads applied in Step 4. Extend the flashing 8.5 inches beyond the rough opening at the head and sill. Attach flashing into position using appropriate fasteners. Step 6 — Apply a continuous bead of sealant to the exposed mounting flange at the head of the installed window. (NOTE: If using a self-sealing window tape, Step 4 and 6 may be omitted) Step 7 — Install the head flashing by pressing the flashing into the sealant bead previously applied across the mounting flange. Press the bottom edge of the flashing into the sealant. Extend the head flashing 10 inches beyond the rough opening on either side, over the top of the jamb flashing, and fasten into place using the appropriate fasteners. Step 8 — In a water shedding fashion, install the weather resistant barrier (WRB) to the building framing. At the sill, tuck the WRB under the sill flashing and loose ends of the flashing. Continue to apply the WRB in a water shedding fashion over the jamb flashing and head of the window. DISCLAIMER: AMI provides the above guidelines for installing new construction windows. These are general guidelines and do not cover every installation type. If your installation type differs from what is mentioned above, or you require more detailed information, please refer to the ASTM E2112-01 Standard Practice for Installation of Exterior Windows, Doors and Skylights. Associated Materials Inc. is not responsible for damages due to improper installation of the window unit or the structural integrity of the building to which the windows are being installed. These guidelines are based on nationally accepted installation methods for new construction windows. Please refer to your local building codes prior to installation of the window unit. http://alsidewindows.net/Links/Installation/NewConstructionWindows.htm Ill F Florida Product Approval HardiePlank® Lap Siding For use inside HVHZ: o HardiePlank Lap Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 17- 0406.06. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. For use outside of HVHZ, o HardiePlank Lap Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Reports RIO-2683-17, RIO-2687-17, or RIO-2688-17. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. 0 r ml Plank- »9 Lap Siding Ja Is EFFECTIVE MAY 2016 INSTALLATION REQUIREMENTS - PRIMED & COLORPLUSO PRODUCTS visit mvw.hardieinstatfation.corn for the most rrx W version. SELECT CEDARMiW • SMOOTH • CUSTOM COLONIAL' SMOOTH • CUSTOM COLONIAL- ROUGHSAWN CUSTOM BEADED CEDARMILL• • CUSTOM BEADED SMOOTH • STRAIGHT -EDGE SHINGLE PLANK IMPORTANT. FAILURE TO INSTALL AND FINISH THiS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY. BEFORE INSTALLATION, CONFIRM THAT YOU ARE USING THE CORRECT HARDIEZONETM PRODUCT INSTRUCTIONS. INSTALLATION OF HZ100 PRODUCTS OUTSIDE AN HZ1(S LOCATION WILL VOiD YOUR WARRANTY. TO DETERMINE WHICH HARDEZONETM APPLIES TO YOUR LOCATION, VIW WWW.HARDIEZONE.COM OR CALL 1-866-942-7343 STORAGE & HANDLING: CUTTING INSTRUCTIONS WD00RS 1. Position cxAting slaw so tratwind will blow dust awayfron uw and others in working area. 2. use one of the following methods: a. Bed L Score and snap iL Shears moral, elertric or prxxrmatr) b. Betfa: L Dust reducing circular saw eg4W watt a HardeBlade saw glade and HEPA vacuum extraction a Goad: L Dust reducing w ular saw with a Hardegade saw blade or* use for taw to moderate cutting) INDOORS 1. Cut only using scare and snap, or shears oianual, electric or prneumatic). 2. Position cutting station in well-venbUted area Store flat and keep dry and covered prior to installation. I nstaltrng siding wet or saturated may resug in shrinkage at butt joints. Cary planks an edge.Protect edges and comers from breakage. James Hardie is not responsd* for damage caused by improper storage and handling of the product. A r,U Sy NEVER use a power saw indoors NEVER use a circular saw blade M dies not carry fire HarrSeStade saw blade trademark NEVER dry sweep — Use wet suppression or HEPA Vacuum irrporlart Nate: For maramum prdectiort paved rude dust production), James Harde recommends ahna)s using 'Best" level meemds where feasiblegpg. tappravzd realas cart he usext in corm vatr atxive a1<tiraJ practices to ftattrer r esrres. Achtiarvd a trnlanrrat6err is a re+lade ac"'^ at wwvvjarnesharduecmt to you dderrtitrm the most appropriate ntttir method far your retmenta C axmxm sti6 e>osts aittxut t +rek; a you not compy with the above practices, you should aNvays consult a gulf ied industrial howist or contact James Hardie for further trdorinalion GENERAL REQUIREMENTS: HardiePlane lap siding can be installed over braced wood or steel studs spaced a maximum of 24 in. o.c. or directly to minimum 7/16 in. thick OSB sheathing. See general fastening requirements. Irregularities in framing and sheathing can mirror through the finished application. Information on installing James Hardie products over foam can be located in JH Tech Bulletin 19 at www. iamehardie.com A water -resistive barrier is required in accordance with local building code requirements. The water-resisfive barrier must he appropriately installed with penetration and junction flashing in accordance with local building code requirements. James Hardie will assume no responsibility for water infiltration. James Hardie does manufacture HardieWralf Weather Barrier, a non -woven non -perforated housewrap', which complies with building code requirements. When installing James Hardie products all clearance details in figs. 3-14 must be followed. Adjacent finished grade must slope away from the building in accordance with local building codes - typically a minimum of 6 in. in the first 10 ft.. Figure 1 Dwme Wan Sbl waq Do not use HardiePlank lap siding in fascia or trim applications. Construction Conslructial Do not install James Hardie producth, such that they may remain in contact with standing water. water -resistive barrier let -in bracing HardiePiank lap siding may be installed on flat vertical wall applications only. pvwood or 24 in. ox. X. For larger projects, including commercial and multi -family projects, where the span of the DSB Sheathing wall is significant in length, the designer and/or architect should take into consideration the coefficient of thermal expansion and moisture movement of the product in their design. These values can be found in the Technical Bulletin `Expansion Characteristics of 1. f James Hardieg Siding Products" at www.JamesHardie.com.t. j (, DO NOT use stain, oiUalkyd base paint, or powder coating on James Hardie® Products. INSTALLATION: low TREATMEw One or more of the following joint treatment options Figure 2 hail line of nail line is not are require by code (as referenced 2009 IRC stud present placeenerR703. t 0.2 i « between A. Joint Flashing (lames Hardie recommended) "" er `-- 3/4 in. g 1 from 1 B. Caulking; (Caulking is not recommended _ ti; iert o Na113B in. Ran top of plants for COIorPltss for aesthetic reasons as the ro fif' s. edge of p4xik Caulking and ColorPlus will weather k 3- a • f R a, water-resnstve differently. For the same reason, t do heads barrier riot caulk nail on CoiorPlus products.} tiardiePfantc°siding n fastener a C. "H" jointer cover 9 c' fir, o ;- Install 1 1/4 in. starter strip to i fistan planks in o o ensure a consistent plank angle moderate contact at tort joints n leave apprap irate flap hebmme t plate and trim, then cat&( Note: Field painting over caulkng may produce a sheen difference when compared to the field painted PrimePhu. Refer to Caulking se,dion in these instrudfots. For additional information an HardieWrae weather Barrier, consult James Hardie at 1-866-4Hardie or wwwhardiemap.com WARNING: AVOID !BREATHING SILICA !DUST James Hardie* products contain respirable cxystaf8ne silica, which is known to the Slate d California to cause cancer and is considered by NC and NOSH to be a cause at cancer from some occupational sources Breathing excessive amounts of respirable silica dust can also cause a disabling and potentially fatal lung disease called silicosis, and has been linked with other diseases. Some studies suggest smoking may increase these risks. During installation or handling: (1) work in outdoor areas with ample ventilation; (2) use fiber cement shears for cutting or, where not teasible, use a HardieBladee saw blade and dust -reducing circular saw attached to a HFPA vacuum; (3) warn others in the immediate area; (4) wear a property -rutted, MOSH-approved dust mask or resorator (e.g. N-95) in accordance with applicable government regulations and manufacturer insinucti i ns to further limit respirable silica exposures, During clean-up, use HEPA vacuums or wet cleanup methods - never dry sweep. For further information, refer to our installation instructions and Material Safely Data Sheet amiable at www4ameshardnexam or by caning 1-500-9HARDE 0-500-942-7343). FAILURE TO ADHERE TO OUR wARNWGS, KSOS, AND INSTALLATION INSIR VIONS MAY LFM TO SERIOUS PUMNAL W.AJRY OR DEATH. MUM HSIII19-P1/4 05/16 r CLEARANCE AND FLASHING REQUIREMENTS Figure 3 Figure 4 Roof to Wall Horizontal Flashing Figure 7 Deck to Wall Figure 12 Drip Edge Z-Flashing 4s Akin. Y4 in. - Do not caulk Figure 8 Ground to Siding Figure 5 Figure S Kickout Flashing Slabs, Path, Steps to Siding tp x 4 in,' m: 2 in. Figure 13 Figure 14 Block Penetration Valley/Shingle Extension Rttrr n-WIM in H710 0' Figure 11 Mortar/Masonry FASTENER REQUIREMENTS ** Blind Nailing is the preferred method of installation for Hardieftnk' lap siding products. Face nailing should only be used where required by code for high wind areas and must not be used in conjunction with Blind nailing (Please see JH Tech bulletin 17 for exemption when doing a repair). Pin -backed comers may be dare for aesf ft purposes Oft Pin -hacks sha8 be done with finish nails onl% and are not a substitute for blind or face trailing. BLIND NAILING FACE NAILING Nails - Wood Framing Nails - Wood Framing Siding nail (0.09 in. shank x 0,221 in. HD x 2 in. long) • 6d (0.113 in. shank x 0.267 in. HD x 2 in. long) 11 ga. roofing nail (0.121 in. shank x 0.371 in. HD x 1.25 in. long) • Siding nail (0.09 in, shank x 0.221 in. HD x 2 in. long) Screws - steel Framing Screws - Steel Framing Ribbed Wafer -head or equivalent (No. 8 x 1 1/4 in. long x 0.375 in. HD) Screws • Ribbed Bugle -head or equivalent (No. 8-18 x 1-5/8 in. long x must penetrate 3 threads into metal framing. 0.323 in. HD) Screws must penetrate 3 threads into metal framing. Nails - Steed Framing Nails - Steel Framing ET & F Paneifasr waits or equivalent (0.10 in. shank x 0.313 in. HD x 1-1 /2 in. • ET & F pin or equivalent (0.10 in. shank x 0.25 in. HD x 1-1 /2 in. long) long) Nails must penetrate minimum 1/4 in. into metal framing. Nails must penetrate minimum 1/4 in. into metal framing. OSB minimum 7/16 in. OSS minimum 7116 in. •Siding nail (0.09 in. shank x 0.221 in. HD x 1-112 in. long)' 11 ga. roofing nail (0.121 in. shank x 0.371 in. HD x 1.75 in. long) 24 Ribbed Wafer -head or equivalent (No. 8 x 1 5/8 in. long x 0.375 in. HD). sWd sto r 2r jOCmax_ ; r Figure 15 Figure 16 r —" 19 is min. map Minimum overlap i for Both Face ,- Na r'"E3 and Blind Nailing _ v `ia _ -f ecna Nad',. a o ram na7 rrin. 1 114 in. i overlap i 1 W3tfriP.S1$LVC cwatw ft85 b3iriP.i 1 1/4' minBarrier O` eriap- Laminate sheet to be removed immediately after installation of each course for ColorPius• products. When face nailing to OSB, planks must be no greater than 91 /4 in. wide and fasteners must be 12 in. o.c. or less. Also see General Fastening Requirements; and when considering alternative fastening options refer to James Hardie Technical Bulletin LlSTB 17 - Fastening Tips for HardiePlaank° Lap Siding. HS111i9- P214 05M6 GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel. FJectro-galvanized are acceptable but may exhibit premature corrosion. James Hardie recommends the use of quality, hot -dipped galvanized nails. James Hardie is not responsible for the corrosion resistance of fasteners, Stainless steel fasteners are recommended when installing James HardieP products near the ocean, large bodies of water, or in very humid climates. Manufacturers of ACO and CA preservative -treated wood recommend spacer materials or other physical barriers to prevent direct contact of AGO or CA preservative -treated wood and aluminum products. Fasteners used to attach HardieTdrn Tabs to preservative -treated wood shall be of hot dipped zinc -coated galvanized steel or stainless steel and in accordance to 2009 SC R317.3 or 2009 IBC 2304.9,5. Consult applicable product evaluation or listing for correct fasteners type and placement to achieve specified design wind loads. NOTE: Published wind loads may not be applicable to all areas where Local Building Codes have specific jurisdiction. Consult James Hardie Technical Services 4 you are unsure of applicable compliance documentation. Drive fasteners perpendicular to siding and framing. Fastener heads should fit snug against siding (no air space). (fig, A) Do not over -drive nail heads or drive nails at an angle. R nail is countersunk, till nail hole and add a nail. (fig. B) For wood framing, under driven nails should be hit flush to the plank with a hammer (For steel framing, remove and replace nall). NOTE: Whenever a structural member is present, HardiePlank should be fastened with even spacing to the structural member. The tables allowing direct to OSB or plywood should only be used when traditional framing is not available. Do not use aluminum fasteners, staples, or clipped head nails. YD ME PNEUMATIC FASTENING James Hardie products can be hand nailed or fastened with a pneumatic tool, Pneumatic fastening is highly recommended. Set air pressure so that the fastener is driven snug with the surface of the siding. A flush mount attachment on the pneumatic tool is recommended. This will help control the depth the nail is driven. If setting the nail depth proves difficult, choose a setting that under drives the nail. (Drive under driven nails snug with a smooth faced hammer - Does not apply for installation to steel framing). countersunk, snug flush UNN M fill &add earl DO NOT DO NOT Figure A Figure B under drive nails staple PAINTING DO NOT use stain, oiValkyd base paint, or powder coating on James Hardielo Products. James Hardie products must be painted within 180 days for primed product and 90 days for unprimed.100% acrylic topcoats are recommended. Do not paint when wet. For application rates refer to paint manufacturers specifications. Back -rolling is recommended if the siding is sprayed. CUT EDGE TREATMENT Caulk, paint or prime all field cut edges. James Hardie touch-up kits are required to touch-up ColorPlus products. CAULKING For best results use an Elastomedc Joint Sealant complying with ASTM C920 Grade NS, Class 25 or higher or a Latex Joint Sealant complying with ASTM C834. Caulldng/Sealant must be applied in accordance with the caulking/sealant manufacturer's written instructions. (dote: OSI Quad as well as some other caulking manufacturers do not allow tooling. COLORPLUS® TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Care should be taken when handing and cutting James Hardie& ColorPlusS products. During installation use a wet soft cloth or soft brush to gently wipe off any residue or construction dust leaf on the product, then rinse with a garden hose. Touch up nicks, scrapes and nail heads using the GolorPlus$ Technology touch-up applicator. Touch-up should be used sparingly. If large areas require touch-up, replace the damaged area with new HardiePlank" lap siding with ColorPlus Technology. Laminate street must be removed immediately after installation of each course. Terminate non -factory cut edges into trim where possible, and caulk. Color matched caulks are available from your ColorPlus, product dealer, Treat all other non -factory cut edges using the CoiorPlus Technology edge coaters, available from your CoWlus product dealer. Note: James Hardie does not warrant the usage of third party touch-up or paints used as touch-up on James Hardie ColorPlus products. Problems with appearance or performance arising from use of third party touch-up paints or paints used as touch-up that are not James Hardie touch-up will not be covered under the James Hardie ColorPlus Limited Finish Warranty. PAINTING JAMES HARDIEO SIDING AND TRIM PRODUCTS WITH COLORPLUS® TECHNOLOGY When repainting CdGrPlus products, James Hardie recommends the following regarding surface preparation and topcoat application: Ensure the surface is clean, dry, and free of arty dust, dirt, or mildew Repriming is normally not necessary 100% acrylic topcoats are recommended DO NOT use stain, oiVaUcyct base paint, or powder coating on James HardieO Products. Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature DO NOT caulk nail heads when using ColorPlus products, refer to the ColorPlus touch-up section HS11119-P3/4 05/16 COVERAGE CHARTIESTIMATING GUIDE Number of 12 ft. planks, does not include waste COVERAGE AREA LESS OPENINGS I HARDIEPLANK° LAP SIDING WIDTH so 1 sO =100 sq.1L) 5114 exposure) 4 6114 5 71t4 6 7112 61/4 8 6 314 8114 7 9114 8 91t2 8114 12 10 3A 1 25 20 17 16 15 14 13 13 9 2 50 40 33 32 30 29 25 25 19 3 75 60 50 48 44 43 38 38 28 4 100 80 67 64 59 57 50 50 37 5 125 100 83 80 74 71 63 63 47 6 150 120 100 96 89 86 75 75 56 7 175 140 117 112 104 100 88 88 65 8 2W 160 133 128 119 114 1W 100 74 9 225 1 W 150 144 133 129 113 113 84 10 250 200 167 160 148 143 125 125 93 11 275 220 193 176 163 157 138 138 102 12 300 240 200 192 178 171 150 150 112 13 325 260 217 208 193 186 163 163 121 14 350 280 233 224 207 200 175 175 130 15 375 3W 250 240 222 214 IN 188 140 16 400 320 267 256 237 229 200 200 149 17 425 340 283 272 252 243 213 213 158 18 450 360 300 288 267 257 225 225 167 19 475 380 317 304 281 271 238 238 177 20 500 4W 333 320 296 286 250 250 186 This coverage curt is meant as a guide. Actual usage is subject to variables such as building design. James Hardie does not assume responsibility for over or under ordering of product. RECOGNf fKft. In a=rdmce with CC -ES Evaluab n Repot ESR-22K HardePo*@ lap siding is recognized as a suitable alternate to that specified ur the 2006,2009,82012 international Residential Code for One - and Two-Famdy DAellings, and the 2006, 2009, 6 2012 International Bail" Code,. Hatdie.Piardc lap sift is also temgtized for appbcabn in the tflo ng: Gy of Los Angeles Research Repot No. 24862, State of Honda listing l34M, fade Cow Fkxida NOA No 11241Y9.02, U.S Did of HUD Mateiat Release 19,3q Texas Depattrmd of hwance Rodal EvAhtaflon EC-21 City of New Yak WA 2ZIA M, and Calif m DSA PA-019. Deese do aoreft should also be mrmMed Ga ad0onal edorrnation mwning fife a tabity of this produd forspedfic app6atiors. 2016 James Hardie & Ong Rodcicts. AN ctglds resmved. Additional Installation Inftmnaation, TM, SM, and 0 denote kadetmadcs or registered tr. ifs of mtaHa<die TedrdM BMW. Nis a registered kadema,I< Warranties, and Warnings are available at „ ofJaamHwdieT yt d. wwwjameshaMie.com "M Panellist is a registered trademark of Er&F Fastening Systems, lnc. HS11119- P414 W16 5/16/2018 Flo ida Building Code Online BCiS Home Log in user Registration Hot Topics 3 Submit Surcharge { Stats & Facts f Publications j FBC Staff ( BCiS Site Nap Links Search bProduct Approval USER: Public userr WW,jct: Agprmral Menu > Product or Aoo&otion Search > Application List > Appikation Detail FL # FL13192-115 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer James Hardie Building Products, Inc. Address/Phone/Email 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 909)349-2927 pingsheng.zhu@jameshardie.com Authorized Signature Pingsheng Zhu pingsheng.zhu@jameshardie.com Technical Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909)349-2927 pingsheng.zhu@jameshardie.com Quality Assurance Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909)349-2927 pingsheng.zhu@jameshardie.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Ronald I. Ogawa the Evaluation Report Florida License PE-24121 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Southard, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL13192 RS COI RIO - Certificate of Independence.pdf Referenced Standard and Year (of Standard) Standard year ASTM C1186 2007 ASTM E330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13192 R5 Eauiv RIO-2692E-17 ASTM C1186 equivalencv.p_df https://floridabuilding.org/pdpr app_dd.aspx?param=wGEVXQwtDgtsk%2bGnUu47ogxmaHRnHIlDSL7Rnc9nl4NP2iZim2vOrA%3d%3d 1/3 5/16/2018 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/09/2017 Date Validated 08/25/2017 Date Pending FBC Approval 08/28/2017 Date Approved 10/10/2017 Summary of Products FL # Model, Number or Name Description _ _- 13192.1 — Cemplank Lap Siding I fiber -cement lap siding Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: For use in HVHZ install in accordance with NOA 17- 0406.06 Installation Instructions FL13192 RS II CemPlank-Installation.pdf FL13192 R5 II ER RIO-2683-17 Plank Wood Metal Frame.pdf FL13192 R5 II ER RIO-2687-17 Plank Shingle to CMU.pd FL13192 R5 II ER RIO-2688-17 Plank WSP Sheathing.pdf FL13192 RS II NOA 17-0406.06.pdf Verified By. Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 RS AE ER RIO-2683-17 Plank Wood Metal Frame.f FL13192 R5 AE ER RIO-2667-17 Plank Shingle to CMU.pdf FL13192 R5 AE ER RIO-2688-17 Plank WSP Sheathing:pdf FL13192 R5 AE NOA 17-0406.06.pdf Created by Independent Third Party: Yes 13192.2 ePlank Lap Siding fiber -cement lap siding Limits of Use --- ----.— --- -- Installation Instructions -- --- Approved for use in HVHZ: Yes FL13192 R5 II ER RIO-2683-17 Plank Wood Metal Frame.p-df FL13192 R5 II ER RIO-2687-17 Plank Shingle to CMU.gdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL13192 R5 II ER RIO-2688-17 Plank WSP Sheathing-Aff Design Pressure: N/A FL13192 R5 II HardiePlank-Installation.pdf Other: For use in HVHZ install in accordance with NOA 17- FL13192 R5 II NOA 17-0406.06wpdf 0406.06 Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO-2683-17 Plank Wood Metal Frame.f FL13192 R5 AE ER RIO-2687-17 Plank Shingle to CMU.pdf FL13192 R5 AE ER RIO-2688-17 Plank WSP Sheathing.pdf FL13192 R5 AE NOA 17-0406.06.adf Created by Independent Third Party: Yes 13192.3 HardieShingle Individual Shingles fiber -cement individual cladding shingles Limits of Use Installation Instructions Approved for use in HVHZ: No FL13192 R5 II ER RIO-2685-17 Shingle Wood Metal Approved for use outside HVHZ: Yes Framm& Impact Resistant: N/A FL13192 R5 II HardieShingle-Instailation.p_df Design Pressure: N/A Verified By: Ronald I. Ogawa 24121 Other. Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO-2685-17 Shingle Wood Metal Frame.pdf Created by Independent Third Party: Yes 13192.4 HardieShingle Panel ( fiber -cement notched shingle panels (straight edge, staggered edge, half round edge) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other. Installation Instructions FL13192 R5 II ER RIO-2685-17 Shingle Wood Metal Framef FL13192 R5 II ER RIO-2687-17 Plank Shingle to CMU.pdf FL13192 R5 II HardieShingle-Installation.pdf Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO-2685-17 Shingle Wood Metal Frame. odf httpsJtNoridabuikiing. orglpr/pr app_dtl.aspx?param--wGEVXQwtDgtsk%2bGnUu47ogxrnaHRnHi1DSL7Rnc9nl4NP2iZim2vOrA%3d%3d 2/3 W 5/16/22018 Florida Building Code Online FL13192 R5 AE ER RIO-2687-17 Plank Shingle to CMU.pdf Created by Independent Third Party: Yes 13192.5 Prevail Lap Siding v fiber -cement lap siding----- t Limits of Use — Installation Instructions Approved for use in HVHZ: Yes FL13192 R5 II ER RIO-2683-17 Plank Wood Metal Fmme.odf FL13192 R5 II ER RIO-2687-17 Plank Shingle to CMU.pdfApprovedforuseoutsideHVHZ: Yes FL13192 R5 II ER RIO-2688-17 Plank WSP Sheathin .pdfImpactResistant: N/A FL13192 PS II NOA 17-0406.06.pdfDesignPressure: N/A Other. For use in HVHZ install in accordance with NOA 17- FL13192 R5 II Prevail-tap-S_ idincl--Installation.pdf 4 0406.06 Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO-2683-17 Plank Wood Metal Frame.f FL13192 R5 AE ER RIO-2687-17 Plank Shingle to CMU.pdf FL13192 R5 AE ER RIO-2688-17 Plank WSP Sheathingdf FL13192 R5 AE NOA 17-0406.06.pA Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEC} employer. Cooyn ht 2007-2013 State of Florida.:: Prfvacv 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 otice by phone or by traditional mail. It you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(i ), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. most provide the Department with an email address if they have one. The emalks, 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 d you are a fusee under Chapter 455, F S., please Eck here . Product Approval Accepts: Credit Card Safe https:llforidabuilding.orgfprlpr_app__dU.aspx?param--wGEVXQwtDgtsW.2bGnUu47ogxmaHRnHilDSL7Rnc9nl4NP2i7irn2vOrAO1.3d%3d 3/3 n N ROYAL BUILDING PRODUCTS VINYL SOFFIT PRODUCTS DESIGN PRESSURE TABLE: Soffit Name Panel Configuration in) Coverage Typical Thickness Allowable Pressure psf) Nails 12" O.C. Builders Triple 4 Solid & Perforated 12.00 0.038 21.13 Builders Double 5 Solid & Perforated 10.00 0.038 21.13 Designer Beaded Panel T3 Solid & Perforated 9.00 0.042 48.9 Double 5 Solid & Perforated 10.00 0.042 47.80 Select Laminates D4V Solid & Vented 8.00 0.044 50.00 T3 Hidden Vent Solid & Vented 9.00 0.044 50.00 Triple 4 Solid, Perforated & Vented 12.00 0.042 35.90 DESIGN PRESSURE TABLE NOTES: 1. ALLOWABLE NEGATIVE WIND PRESSURES BASED ON CALCULATIONS IN ACCORDANCE WITH CHAPTER 16 OF THE FBC. 2. FACTOR OF SAFETY = 1.S. 3. PRESSURE EQUALIZATION FACTOR WAS NOT USED IN THE DETERMINATION OF THE DESIGN PRESSLLRE$ SHOWN HEREIN. TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 DESIGN PRESSURE TABLES, GENERAL NOTES, INSTALLATION NOTES 2 INSTALLATION DETAILS 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC), R®YA LEXCLUDINGHVHZANDHASBEENEVALUATEDACCORDINGTOTHE FOLLOWING: ASYM D3679-11 Building ProductsASYMD4477 ASTMD5206 51 ROYAL GROUO CRtRCENr SECTION 1709.10 W0001"IME, OWAR10 WHIA9 R111 614, 7S,C dWd Z2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE F vi G $ FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT qqq 0- OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO µpp• it PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN Lit AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR Z ARCHITECTOF RECORD FOR THE PROJECT OF INSTALLATION. Z = m m 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE i REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH r d THIS DOCUMENT. REMARKS BY DATE 6TH FBC CODE CHANGE CL 8,141' S. VINYL SOFFIT SHALL MEET THE REQUIREMENTS OF CURRENT FBC SECTION. APPLICATIONS OF VINYL SOFFITS SHALL MEET SECTION CHAPTER 16 & 17 OF THE FBC. 6. VINYL SOFFIT SPECIFICATIONS: SIDING MATERIAL: PVC (PER ASTM D 4477) Nvsluu Nvr RR`RCRnvvucco iN wnnLtoR'AllNOMINALWALLTHICKNESS: VARIES SEE DESIGN PRESSURE TABLE MWWWRftn WNFCnIM WILONe fM KINC, 4lTCUTONL AWONM. nitlNlr3rRRL0; OR MICA MMk,NGR TO TNiS fb4NMtNT ARt NOT R/Rb1I1Ttn Ant 7. INSTALLATION OF SOFFIT ACCESSORIES SUCH AS CORNER POSTS, R Ipllelly ei0ned . Nortrro, P,ESTARTERSTRIPS, TRIMS AROUND OPENINGS SHALL BE DONE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE AND THE troevn:l yyryRrd!pynpant eI. MANUFACTURER'S INSTRUCTIONS. O INSTALLATION NOTES: 1. ONE (1) INSTALLATION FASTENER IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. T/° T O , C 4w 2. INSTALLATION ERS ARE GALVANIZED STEEL ROOFING NAfLS I 1/2" LONG WITH 1/8NDIAMETER SHANKS AND 3/8 *DIAMETER HEAD. 3. INSTALLATION FASTENERS SHALL BE AS LISTED AND SPACED AS SHOWN I77II 1 ,5 tL ON DETAILS. FASTENER EMBEDMENT TO BASE MATERIAL SHALL BE l1Apep eln BEYOND WALL DRESSING. JM S DANA 16AOt W. f - 4. INSTALLATION FASTENERS AT SOFFIT ENDS SHALL BE SPACED 12" O.C. FL k: ALONG SOFFIT EDGE INTO BATTENS. SEE DETAIL 4/2. F LA 3 A 3 911 S. INSTALLATION FASTENERS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION DATE: 08.15.17RESISTANTCOATING. DWG, BY: CHK. BY: 6. INSTALLATION FASTENERS SHALL BE INSTALLED IN ACCORDANCE WITH CL H F1 ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND FASTENERS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS SCALE: NTS LESS H STRENGTH SPECIFIED BY THE ANCHOR DWG N: p pp-q EMINMMUMMANUFACTURER. 7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE IBASEDONSUBSTRATEMATERIALSWITHTHEFOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF0.42(SPF). OF 2 VINYL SOFFIT NAILED INTO 2X BLOCKING OR FASCIA, TYPICAL FASCIA CAP BY OTHERS J-CHAI ALONG 2X WO I 2X WOOD BY OTHER ALTERNATE FASCIA CONDITION BY VINYL SO 12" MAX. O.C. INTO 2 WOOD FRAMED WALL WITH MINIMUM 1/2" SHEATHING 11 GA. X 1 1/2" LONG NAILS (MIN. 1/8" DIAM. SHANK) WITH 3/8" DIAM. HEAD THROUGH F CHANNEL INTO SHEATHING, MAX. 12" O.C. ALTERNATE WOOD WALL INSTALLATION 2 VERTICAL SECTION SOFFIT INSTALLATION DETAIL 2X WOOD FRAMING, TYP. SONRY WALL INCRETE MIN. F'C = 3000 PSI, U HOLLOW BLOCK PER ASTM 6" HWH ITW TAPCON THROUGH F CHANNEL J. 13/4" EMBEDMENT J. 2" EDGE DISTANCE X. 12" O.C. ALTERNATE MASONRY WALL INSTALLATION k Mid ROYAL Building Products 91 90YAL000PC MCHT W000041OU1, UWAA10 L0149 Z 1810 794.4499 R WOOD 1LL TERIOR F, 0• v T% f : Cr 0. 445 NAL ara L-DANI A NpALMN WL -. / 338 FBPE MT. OF MflHOpZAM Ma 8M'/0 FL #; FL13139 DATE: 08.15.17 DWG, BY: CHK. BY; CL HFN SCALE: NTS DWG,a: RRP010 I 5/16J4201a Florida Building Code Online BCiS Nome # Log In 1 User Registration 3 Hot Topics Submit Surcharge I Stats & Fads Publications { FBC Staff i SC[S Site Map' i Links ! YSearch d1b'pr(ibm, Product Approval USER: Public User Product. ftgM al Menu > Product or Aoolication Search > Application List > Application Detail fflhi F FL # FL13139-113, a 4: Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Royal Building Products Address/Phone/Email 91 royal group crescent woodbridge, NON -US l4h1x9 662)705-0610 stan.hathorn@axiall.com Authorized Signature Patrick Olvey olveyp@ggc.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Hermes F. Norero, P.E. the Evaluation Report Florida License PE-73778 Quality Assurance Entity Architectural Testing, Inc., an Intertek company Quality Assurance Contract Expiration Date 12/31/2020 Validated By Locke Bowden P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL13139 R3 COI COI Royal Building Products SS 2015-07-02.12df Referenced Standard and Year (of Standard) Standard Year ASTM D3679 2009 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D hftps://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtsk%2bGnUu47or8rJWXyjJXkU97wBl7gK5°/`2f8Fi5bMNUYvA%3d%3d 1/2 5/16Q018 Florida Building Code Online Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products 08/18/2017 08/28/2017 08/29/2017 10/10/2017 04/20/2018 113139.1 Model, Number or Name—' y Vinyl Soffit Description Royal Building Products Vinyl Soffit Products Limits of Use Installation Instructions Approved for use in HVHZ: No FL13139 R3 II RBPOiO SS 2017-08-27.pdf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. FL PE No. 73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +50/-50 Evaluation Reports Other: Refer to installation instructions, RBPO10, and I FL13139 R3 AE PERS024 SS 2017-08-18.odf evaluation report, PER5024 for applicable design pressures for Created by Independent Third Party: Yes the following products: Builders Triple 4, Builders Double 5, Designer Beaded Panel T3, Double 5, Select Laminates D4V, T3 Hidden Vent, and Triple 4 soffit products. 6acSr klex` Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AAJEEO employer. qht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity, instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emaits 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, ES., please crick here . Product Approval Accepts: W ® F9 M Credit Card Safe https://floridabuilding.org/pripr app dti.asp.x?param--wGEVXQwtDgtsk%2bGnUu47or8rJWXyjJXkU97wBl7gK5%2f8Fi5bMNUYvA°/`3d%3d 2/2 V LTA MEMO I etc. Certificate of Authorization #32455 353 Christian Street, Unit #13 Oxford, CT 06478 203) 262-9245 ENGINEER EVALUATE TEST CONSULT CERTIFY CertainTeed Corporation Evaluation Report 3532.09.05-1115 20 Moores Road FL5444-1114 Malvern, PA 19355 Date of Issuance: 09/22/2005 610) 651-5847 Revision 15: 05/29/2018 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 61 Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roof Shingles. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1 / R905.2.6.1 CONTINUED COMPLIANCE: This Evaluation Report is valid until the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. of any changes to the product(s), the Quality Assurance or the production facility location(s). NEMO I etc. requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words 'NEMO(etc. Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 15. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 05/29/2018. This does not serve as an 1'tu.,,t""' electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. NEMOletc. does not have, nor does it intend to acquire, or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. NEMOIetc. is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither NEMOletc. nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. ROOFING SYSTEMS EVALUATION: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roof Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the 61 Edition (2017) Florida Building Code and 6' Edition 2017) Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. a •s Section Prove Standard Year 1SO7.2.S, R90S.2.4 Physical Properties ASTM D3462 2010 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161 2016 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158 2011 Enti Examination Reference Date UL (TST 1740) ASTM D3161 94NK9632 OS/15/1998 UL (TST 1740) ASTM D3161 99NK26506 11/23/1999 UL (TST 1740) ASTM D3161 03CA12702 05/27/2003 UL (TST 1740) ASTM D3161 03CA12702 06/16/2003 UL (TST 1740) ASTM D3161 03NK29847 10/03/2003 UL (TST 1740) ASTM D3161 04CA11329 05/24/2004 UL (TST 1740) ASTM D3161 04CA32986 12/03/2004 UL (TST 1740) ASTM D3161 OSNK07049 04/15/2005 UL (TST 1740) ASTM D3161 05NK16778 05/12/200S UL (TST 1740) ASTM D3161 05CA16778 05/12/2005 UL (TST 1740) ASTM D3161 OSNK14836 05/22/2005 UL (TST 1740) ASTM D3161 OSNK22800 06/22/2005 UL (TST 1740) ASTM D3462 R684 09/21/2005 UL (TST 1740) ASTM D7158 05NK08037 06/28/2006 UL (TST 17401 ASTM D3161 & D3462 09CA29973 07/23/2009 UL (TST 1740) ASTM D3462 IOCA41303 10/07/2010 UL (TST 1740) ASTM D3161 10CA41303 10/08/2010 UL (TST 1740) ASTM D7158 10CA41303 10/27/2010 UL (TST 1740) ASTM D3161 & D3462 IOCA44960 11/11/2010 UL LLC (TST 9628) ASTM D3161, D3462 & D71S8 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014 UL LLC (TST 9628) ASTM D7158 TGAH_11684 04/22/2014 UL LLC (TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 UL LLC (TST 9628) ASTM D3161 & D3462 4786570826 02/12/2015 UL LLC (TST 9628) ASTM D3161 47868213S2 02/21/201S UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4786570717 12/16/2015 UL LLC (TST 9628) ASTM D3161 & D3462 4787195678 02/09/2016 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787592174 10/21/2016 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787380356 10/26/2016 UL LLC (TST 9628) ASTM D3462 47873803S7 10/13/2016 UL LLC (TST 9628) ASTM D7158 4787380357 11/08/2016 UL LLC (TST 9628) ASTM D3161 4787380357 11/09/2016 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787586427 01/25/2017 UL LLC (TST 9628) ASTM D3161 & D3462 4788042412 11/15/2017 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4788362767 03/03/2018 UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 03/09/2020 NEMO ETC, LLC Evaluation Report 3532.09.05-11115 Certificate ofAuftrization #32455 6F" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R14 Ce"nTeed Aspheit Roof Shingles; (610) 651-5947 Revision 15: 05/29/2018 Page 2 of 15 ONEMO I etc. 4.1 Asphalt Shingles: 4.1.1 CT20T", XTT" 25, XTT" 30 and XTT" 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. 4.1.2 Arcadia"", Belmont®, Belmont" IR, Carriage House Shingle®, Grand Manor Shangle®, LandmarkT", Landmark TM IR, Landmark TM Pro, Landmark'" Pro Solaris, LandmarkT" Premium, LandmarkT" TL, Landmark'" Solaris, LandmarkT" Solaris IR and LandmarkT" Solaris Gold/Platinum are fiberglass reinforced, laminated asphalt roof shingles. 4.1.3 NorthGateT" is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4.1.4 Presidential ShakeT", Presidential Shaker" 1R, Presidential Shake TLT" and Presidential Solaris' are fiberglass reinforced, architectural asphalt roof shingles. 4.1.5 HatterasT", Highland Slate"" and Highland Slater" IR are fiberglass reinforced, 4-tab asphalt roof shingles. 4.1.6 PatriotT" is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance through an intermittent shadow line with contrasting blend drops for color definition. 4.2 Hip & Ridge Shingles: 4.2.1 Presidential Accessory, Accessory for Hatteras, Shangle Ridge7", Shadow Ridger", Cedar Crest"", Cedar CrestT" IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip and ridge installation. 4.3 Accessory Starter Strips; 4.3.1 High -Performance Starter is a starter shingle, measuring 10" x 36", comprised of a fiber glass mat base and ceramic - coated mineral granules embedded in asphalt. These starter shingles are designed for use with Grand Manor Shangle®, Hatteras"" and Highland Slate TM. 4.3.2 Presidential Starter is a starter shingle, measuring 13-1/4" x 40" (overall), comprised of a fiber glass mat base and ceramic -coated mineral granules embedded in asphalt with a reinforcement on its underside (for impact resistance considerations). These starter shingles, applied using two (2) overlapping layers, are designed for use with Presidential Shaker" and Presidential Shake TLI. 4.3.3 Presidential Starter IR is a starter shingle, measuring 13-1/4" x 40" (overall), comprised of a fiber glass mat base and ceramic -coated mineral granules embedded in asphalt. These starter shingles, applied using two (2) overlapping layers, are designed for use with Presidential ShakeT" IR. 4.3.4 SwiftStart® Starter Shingle is a starter strip for asphalt roof shingles. Its overall size of 15-1/4" x 38-3/4" yields two (2) 7-5/8" x 38-3/4" starter pieces per shingle. 4.3.5 Universal Starter is a starter shingle, measuring 7" x 36" (overall), comprised of a fiber glass mat base and ceramic - coated mineral granules embedded in asphalt. These starter shingles are designed for use with any CertainTeed shingle measuring 12" x 36" having a weather exposure < 5". 4.4 Any of the above listed shingles may be produced in AR (algae resistant) versions. 5.1 This is a building code evaluation. Neither NEMOJetc. nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use within FBC HVHZ jurisdictions. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. NEW ETC, LLC Evaluation Report 3532.09.05-R15 Certificate of Authorimhan #32455 6r" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R14 CertaInTeed Asphalt Roof Shingles, (610) 651-5847 Revision 15: 05/29/2018 Page 3 of 15 ONEMOletc. 5.4 Wind Classification: 5.4.1 All shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones up to Vasd = 150 mph (Vuu 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP 1 adhesive or Henkel PL" Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to Vasd = 150 mph (V,dt = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.3 High -Performance Starter, Presidential Starter, Presidential Starter IR, SwiftStart® Starter Shingle and Universal Starter have been evaluated in accordance with ASTM D3161, Class F. Refer to Section 6 for installation requirements to meet this wind rating. 5.4.3.1 High -Performance Starter shingles are limited to use with Grand Manor Shangle©, Hatteras— and Highland Slate — shingles. 5.4.3.2 Presidential Starter shingles must be applied using two (2) overlapping layers and are limited to use with Presidential Shake'" and Presidential Shake TL'" shingles. 5.4.3.3 Presidential Starter IR shingles must be applied using two (2) overlapping layers and are limited to use with Presidential Shake' IR shingles. 5.4.3.4 Universal Starter shingles are limited to use with CertainTeed shingles measuring 12" x 36" having a weather exposure 5". 5.4.4 Classification by ASTM D71SS applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4.4.1 Analysis in accordance with ASTM D7158 indicates the measured uplift resistance (RT) for the CertainTeed asphalt Roof shingles listed in Section 4.1.1 through 4.1.6 (except Presidential Solaris', Landmark' Pro Solaris and Landmark' Solaris Gold/Platinum) exceeds the calculated uplift force (FT) at a maximum design wind speed of VaSd = 150 mph (V„it 194 mph) for residential buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in these conditions using the installation procedures detailed in this Evaluation Report and CertainTeed minimum requirements, subject to minimum codified fastening requirements established within any local jurisdiction, which shall take precedence. 5.5 All products in the roof assembly shall have quality assurance audits in accordance with FAC Rule 61G20-3. NEW ETC, LLC Evaluation Report 3532.09.05-R15 certificate of Autharization #31455 6T" EDITION (2017) FBC NON-HVHZ EVALUATION F1.5444-1114 CertainTeed Asphalt Roof Shingles, (610) 651-5947 Revision 15: 05/29/2018 Page 4 of 15 6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. 6.1.1 Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3,1S07.2.4 or R905.2.3. 6.2 Installation of asphalt shingles shall comply with the CertainTeed Corporation current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein. 6.2.1 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.2.2 Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. 6.3 CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1511 or R908 and CertainTeed published installation instructions. 6.4 HIGH-PERFORMANCE STARTER: 6.4.1 Eaves: For the first starter shingle in each roof corner, use five (5) nails as shown below. All other starter shingles require four (4) nails per shingle. Nails must be of sufficient length to penetrate into the deck 3/4" or through the thickness of the decking, whichever is less. Nails are to be 11 or 12 gauge, corrosion -resistant roofing nails with 3/8" heads. Apply the 10" starter shingle with its factory -applied sealant stripes at the shingle's lower -most edge and nail firmly into the roof deck as near as possible *(maximum 3") to the eaves edge while avoiding the sealant. With the starter shingle well fastened to the deck and the sealant low on the starter shingle, it can firmly adhere to the first course shingles. *If nailing within 3" is not possible, nail as closely as possible, then lift and adhere the starter shingle to the underlayment and to the supporting structure with CertainTeed FlintBond'" Asphalt Roofing Cement -Caulk Grade, or approved equal. Rakes: Prior to installation of the field shingles, starter shingles may be applied up the slope along the rake edge with sealant edge placed closest to the rake edge. Fasten as indicated below. HIGH-PERFORMANCE STARTER SHINGLES 36" 000 000e ® oo o 0000 Dior now sw s Dos 1 318« (Max. 3') NEMO ETC, LLC Evaluation Report 3532.09.05-R15 Certificate of Authorization #32455 6- EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-1114 CertainTeed Asphatt Roof Shingles; (610) 651-5947 Revision 15: 05/29/2018 Rage 5 of 15 ONEMOletc. 6.5 PRESIDENTIAL STARTER AND PRESIDENTIAL STARTER IR: 6.5.1 General: These shingles shall be applied by using two (2) overlapping layers. Begin application of the bottom/lower layer of starter shingles by cutting and applying a 13-3/4" x 20" piece at the lower left rake/eaves corner overhanging rakes and eaves 1/4" to 3/4". Continue along the eaves with full-size 13-1/4" x 40" starter shingles. Each top/upper starter course shingle shall have its 2" top section removed at the perforations, resulting in 11-1/4" x 40" shingles. The colored granule portion of the "top" starter shingles shall be located nearest the lowermost eave edge. Install the first top/upper starter shingle so that it is flush to the left side and bottom edges of the first bottom/lower starter shingle. This first top/upper starter shingle shall be 11-1/4" x 38". Continue along the eaves with 11-1/4" x 40" top/upper starter shingles ensuring that the lower edges are flush with the lower edges of the bottom/lower layer. Reference the product's wrapper for more specific details. Eaves: Fasten as shown below. Rakes: After applying the starter shingles at the eaves, but prior to installing the field shingles, starter shingles may be applied up the slope at the rake edge. Fasten as shown below. Fastening: Four nails are required per shingle. Nails shall be of sufficient length to penetrate into the deck 3/4" or through the thickness of the decking, whichever is less. Nails are to be 11 or 12 gauge, corrosion -resistant roofing nails with 3/8" heads. Presidential Starter and Presidential IR Starter Shingles t--_._.._,X,- ______._1____40_.R .____ 1 rte } ist &iErn Star Full Bottom Starter - kt - /rf if `.;: t/ /i'./.'.%fit lft : /-'//' F /./i/ t'I• fstTop,Staroer t k e' I— ."/F. fff/ /„ ' ^' /"ff%//fli/,/"fifr,,/.r!,fl.//,r,,/a///'f. CC 3 ^=C of ' j3'/ fF/! r /f J / 6.6 UNIVERSAL STARTER: 6.6.1 General: While Universal Starter Strip shingles are specifically designed to be used with shingles 36" length and having a weather exposure of < 5", they may be installed beneath shingles of any length if special precautions are taken. IMPORTANT: In all cases the end joints of the starter and the first course shingles shall NEVER BE LESS THAN 3-1/2" apart. Eaves: The sealant on starter courses should face out and lie as close as possible to the eaves edge of the roof. Fasten as described below. Rakes: After applying the starter shingles at the eaves, but prior to installing the field shingles, starter shingles may be applied up the slope at the rake edge with sealant facing out and nearest to the outer roof edge. Fasten as described below. Fastening: Use four nails on these starter shingles as shown below. The sealant on starter courses shall lie as close as possible to the eaves edge of the roof. Nails shall be of sufficient length to penetrate into the deck 3/4" or through the thickness of the decking, whichever is less. Nails are to be 11 or 12 gauge, corrosion -resistant roofing nails with 3/8" heads. UNIVERSAL STARTER SHINGLES 36" 12" —12- 42" I NEMO ETC, LLC Evaluation Report 3532.09.054115 CertUiwte of Authorization #32455 0 EDITION (2017) FSt NON-HVHZ EVALUATION FLS444-R14 CertainTeed Asphalt Roof Shingles, (610) 651-5847 Revision 15: 0S/29/2018 Page 6 of 1S 6.7 SWtFTSTARTO STARTER SHtNGiE: Fastening: Use four nails, located as shown below 38-3(4" (984 mm) - f— 1" 25 mm) from edge 1" 25 mm from edge —+- 9e ( ) 9 7-513' 194 mm) Max X ama MMM e®® MW rM NOW ® ® MW ®ter 76 mm) j 1 The inner t4to fasteners must he placed such that they fall at least 3' (76 mm) from the end;oials of the shingle in the succeeding course. 6.8 CT20', XT' 25, XT" 30, XT' 30 IR: LOW AND STANDARD SLOPE ENGLISH 12" 12" 12" 305 rran} —(305 an)---(305 mm)— I" (25 nun) Sealant_ ( 1- (}5 fln 1 5 31e' (145 mm) 3112'fnr Mommd Pt#rtt MURK ,— 131la" 13 Ja" —. 13r1a" — 1" (25 mm) — Sealant V (25 mm) T Figure 11;f: Use;/irssrr nnflsfor ewv full sbingk R STEEP SLOPE Use four nails and six spots of asphalt roofing cement* for every full shingle (Figure 11-4). Asphalt. roofing cement meeting ASUI D458(. type H is sulggested. Rooting Cement :. Apply 1"(25 mm) pvls of asphalt rating urnen t under each tab c 98L Figure 11-4. Use four nails and sir spots ofaspW cwtcmI on sko &gyp CAUTION- Excessive use of roofing cement can cause shingles to blister 6.8.1 Hip & Ridae for CT20T". XTT" 25, XT' 30, XTI 30 IR: Cut Shingles 25 mm) I I— -1 2 ' (i ) rRernwe—,, it r --— V ——--— 1112.. Cap — — Cap — — {yap 305lmm) Shingle Shingle Shingle 1111 Figure 11-24.• as tabs, Men trots back Jo make mp sbtngles Engfisb dimensions sbot m). 125 MOM) aef V' sh p aal Figure 11-25;Installation ofeaps akrng tam Ups and ridges. 6.8.1.1 For ASTM Q3161, Class F performance use BASF "Sonolastic® NP11" adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. NEW ETC, LLC Certificate of Authorization #32455 e" EDrrtON (2017) FBC NON-HYH2 EVAt t1ATION CertainTeed Asphalt Roof Shingles; (610) 651-5847 Evaluation Report 3S32.09.05-R15 FL5444-R14 Revision IS: 05/29/2018 Page 7 of 15 ONEMO I etc. 6.9 ARCAoml: LOW AND STANDARD SLOPE STEEP SLOPE Use'M nails for even fan shingle located as shoAin Ix:lrt«. UseSIX nails and FOI R slx)L. of asphalt roofing cernon for even full shingle as shoran below. ,tpph- asphalt roofuw cement 1'(25 mm,) front edge of shin;4e. ,%sphah roofing cmieni nteeting iW,%) U 4586 Type I is sLMt~-vud. tixil W Lai I' {Saco) 1" i25 asnl Fier+ re 2: 14.w .six hails foreven°futl shhi ;le. figure 3: Ose sir wails uud f mr spots of as )halt mying cement an steep S10pes. 6. 9.1 Hip & Ridl{e for Arcadia': Cedar Crest'"`, Cedar Crest" IR Use two (2), minimum 1Y..-inch long fasteners per shingle. For the starter shingle, place fastener 1-inch from each side edge and about 2-inch up from the starter shingle's exposed butt edge, ensuring minimum''/. -inch embedment into the deck, or full penetration through the deck. For each full Cedar Crest shingle, place fasteners 8-5/8-inch up from its exposed butt edge and 1-inch from each side edge. For ASTM D3161, Class F performance use BASF "Sonolastic® NP11" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements, to hand -seal Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shingle's raised overlay on the top piece and extending approximately 4-inch along the sides of the headlap along a line V. to 1-inch from each side of the shingle's headlap. Immediately align and apply the overlying shingle, gently pressing tab sides into the adhesive, and install nails. To secure the other side, apply a 1-inch diameter spot of NP 1 or PL adhesive between the shingle layers. it M)re - ( ) w` Hand - sealing adhesive 4" Dab of asphalt cement between — t, shinglelayersNEMO ETC, LLC Evaluation Report 3532.09.05-R15 Certificate of Autheraation #32455 6- EDITION (2017) FBC NON44VHZ EVALUATION FL5444-R14 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 15: 05/29/2018 Page 8 of 15 NNEMO I etc. 6.10 BELMONT® OR BEIAAONTu IR: Low and Standard Slope Steep Slope (greater than 21:12): 2:12 to 21:12): Use SEVEN nails and EIGHT spats of Use FIVE nails for every full Belmont shingle; asphalt roofing cement" for every full located as shown below. 4 t I' M, ro 1- Belmont shingle- Apply asphalt roofing cement 1" (25mm) Born edge of shingle - See below. Asphalt roofing cement meeting ASTM D4586 Type 11 is suggested. 6.10.1 Hip & Ridge for Belmont' or Belmont" IR: 6.10.1.1 Option 1: For Belmont®, refer to instructions herein for Cedar Crest'' or Cedar Crest' IR hip and ridge shingles. For Belmont® IR, refer to instructions herein for Cedar Crest' IR hip and ridge shingles. 6,10.1.2 Option 2: For Belmont®: Shangle® Ridge Figure 17-18. ShanW Ridge, 18' Exposure Remove tape from the right side 8• and fasten SEcalua Fasten the left side 85 s RIGHT FIRST LEFT Figure 17-1.9.• Installation of &ngl0 Ridge shingles on hips and ridges. 6.10.1.3 For ASTM D3161, Class F performance use BASF "Sonolastico NP1TM" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. NEMO ETC, LLC Evaluation Report 353209.05-R15 Certificate of Authorization #32455 6- EDITION (2017) FBC NON-HVH2 EVALUATION FLS444-R14 CertainTeed Asphalt Roof shingles, (610) 651-S847 Revision 15: 05/29/2018 Page 9 of 1S 6.11 CARRIAGE HOUSE SHANGLEe AND GRAND MANOR SHANGLEe: AND STEEP SCOPE Will! STANDARD SLOPE Use five nails for evert full shingle. 85jW flgiarr 17-f f.Cefrrnailsfireven fill4nrnd 1f[i110rShang1e, Garrfao*le flnuw Shangle, or Cenienrual Slide. NEMO etc. Use seven nails and three spots of asphalt roofing cement for ewrt full Grand Manor Shangle. Use fire nails and three spots of asphalt roofing cement for every full Uniage [louse Shang a and (;entennlal SLzu - apple asphalt roofing cement 1' (15 men) from edge of shingle Figare 17-5)..Mphalt roofing cement meetingASL'M D45`3 Upe 11 is suggested. 1 V2.. r38 ,rent i •• ,/ or 1 ss 1.. 25 min) i75mm};i / (220mm) Figure 17 5. When h afaliing Grand Manor Sbanglrs ora sty e/+ sl<s(x . rise semen nails anti ibree slws of aspbalr roofiq cement. 6.11.1 Hip & Ridae for Carriage House Shanalee and Grand Manor Shangle: Refer to instructions herein for Shanglee Ridge hip and ridge shingles 6.12 LANDMARK"', LANDMARK"" IR, LANDMARK"' PRO, LANDMARK"' PRO SOLARIS, LANDMARkm PREMIUM, 'LANDMARKm SOLARIS, LANDMARK"' SOLARit IR, LANDMARK"" SOLARIS GOLD/PLATINUM OR NORTHGATE: Mrs KaGhri IT 14 Y4' 4WA, .— t3d'4 mrrl—I..— 4375 rrmj U -line t';2 acttzf / f rt.rr:+il jr,- STEEP SLOPE MAILING AREA Ii 305 4 r N29*9 areas tot tow wW sbndard dopes qm 2:12 to 21:12) Kai oz? UM-1 km . Ism as sown abtr4 12` 14.314` 12' Nailing areas for steep slopes (greater than 21:12) and "Storm -Mailing" Nail between loaner 2 nad fines as shown above. NEMO ETC, LLC Evaluation Report 3532.09.05-1135 Certificate of Authorization N32455 6- EDITION (2017) FBC NON-HVHZ EVALUATION FL54"-R14 CertainTeed Asphalt Roof Shingles, (610) 651-5847 Revision 15: 05/29/2018 Page 10 of 15 6.12.1 Hip & Ridee for Landmark"". LandmarkT" IR. Landmark'" Pro, Landmark" Pro Solaris. Landmark" Premium Landmark— Solaris, Landmark"" Solaris IR, Landmark"" Solaris Gold/Platinum or NorthGate: 6.12.1.1 Option 1: Shadow Ridge"" or NothGate Accessory IT 97/T 305mm) (250mm) ti 4— 6r 415if6' 4i51t6 050mm) 050mm) ( 125mm) 025mm) III t Notch for Notch for Centering Centering 17 R. f 13114' R M5mm) jft7Top WAligrtTentto ( 337mm) NotctesforAlignmentisgeoftheFrevioustheTopEdgeoftheprevious75/S' for5(125mm)Exposure ( m) Capfor-gSX(141mmjExposure tn) English Dimension Meftic Dimensinn Shadow RidgeP` Shadow Ridge"" 9 2IM?* t5Z25:1, ass) t:125i rrpt 13 IA' 337 m(r,) cenlin-' TriTmh Align tl !--e / c 01fts M tcp edge, i!t evixus course NorthGate Ridge 131161, 333 mm)- 6 -IWS -I-6 SIB"- 168mm)I 168nun e Centering — 131/ 4' Notch 19°` MM) { 337 mm) " Align theSe 7W notches to to edge of p (10 mm) pfe"ous course. NorthGate Accessory Laying Notch Vosu i s'( m) i - Ptgure 13- 2 & Use fa}*tg nokhes to cert.ffsb on bfps rout' rtdges Mato bcatemecmfectexpnWra 6.12. 1.2 For ASTM 03161, Gass F performance use BASF "Sonolastic® NP1TM" adhesive or Henkel "PLO Polyurethane Roof Flashing Sealant", in accordance with CertainTeed requirements. 6.12. 1.3 Option 2: Refer to instructions herein for Cedar CrestTM, Cedar (:rest' IR hip and ridge shingles. NEMO ETC, LLC Evaluation Report 3532.09.05-R15 Certificate of Authorization t132455 67D EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R14 Certafn'reed Asphalt Roof Shingles; (610) 651-5847 Revision 15: 05/29/2018 Page 11 of 15 6.13 LANDn4ARKT" n: LANDMARK TL LANDMARK TL 131m, 13" '131/2" 1---043 mm)- --(330 mm)-+- —(343 mm)--l j - I (25 msnj 1- (25 mm)--1- Figure 13-4. Vv fottr waits for ere )- frtfl slAij*. 131/2" 13" 131/2" 343 mm) (330 mm) (343 mm) 1-- 1"(25 mm) 1"(25 mm)--1 25mm)'-T---- Figure 13-5.- Use sir nails andfour spots o, f txrpbadt moibg'-wnerd on sk i sloprzc 6.13.1 Hip & Ridae for Landmark`°` TL: Refer to Option 1 or 2 for Landmark'. 6.14 PRESIDENTIAL SHAKE"', PRESIDENTIAL SHAKE"" IR, PRESIDENTIAL SHAKE TV", PRESIDENTIAL SOLARis"': Low ANn STANnAsn CIADr- STEEP SLOP For low and standard slopes, use five nails for each fall Presidential shingle as shown below. Nailing i 40" Guide Lines (1016 mm) 5 114' — 133 mm) . . . . 141/4" i 112'3 gran} (362 mm) NOTE: Apply nails on painted guideline. Figure 16-6 Fartmft NxddmrLiat madllr ah l ?'L Sbahe sbvngks on low mid s&rndmd sbrpm 4-1.. 25 mm) For steep slopes, use nine nails for each hall Presidential shingle and apply 1' diameter spots of asphalt roo* cement under each shingle tab. After applying 5 nails in bets the nailing guide lines, apply 4 mils 1' above tab cutouts making certain tabs of overlying shingle cover nails. V diameter asphalt roofing anent Figum 16-7. Fasknkg Residential mad ftemImUld PfL •Shi.6e sbM_gI- rm steep slopes 6.14.1 Hip & Rid>;e for Presidential Shake"', Presidential Shaker' IR, Presidential Shake TL", Presidential Solaris'"': 6.14.1.1 Option 1: Presidential Accessory PRESIDENTIAL AWSSORY Presidential accessory shingles can be used for covering lips and ridges. Apply shingles up to the ridge (expose no more than 7' from the bottom edge of the "tooth." Fasten each accessory with two fas- teners. The fasteners must. be 13/4' long or longer, so they penetrate either 3/4' into the deck or completely through the deck. Presidential accessory comes in two different sizes Accessory produced in Birmingham, AL is 12' x 12"; Portland, OR produces 97/8' x 131/4' accessory. 6.14.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic® NP1` adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.14.1.3 Option 2: Refer to instructions herein for Cedar Crest'"", Cedar Crest' IR hip and ridge shingles. NEW ETC, LLC Evaluation Report 3532.09.05-R15 Certificate ofAutharization #32455 0 EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R14 CertainTeed Asphalt Roof Shingles, (610) 651-5847 Revision 15: 05/29/2018 Page 12 of 15 ONEMOjetc. 6.1S HATTERASTm: LOW, STANDARD AND STEEP SLOPE: j s "_g9—_ _ 230 mm) (230 miu) (230 mm} (23Q nmt} I (230 MM) (2" mm) r(2mm) (23!} mat) - (25 mm) _ 25 n_) — T 9 N" 240riun) I Figure ! 5- 3: Mskwing //atteras Sbht -,fes on Lott axl Sfnurlard .slopes For lox• and standanl dopca, nse five. nails for tarh hill IIxteras shingleas shown above. 6.15.1 Hip & Ridge for HatterasT": 6.15.1.1 Option 1: Accessory for Hatteras Figure 15-14: 18 three piece. units separate to make 54 Hatteras dcr essory shirigkm 6.15.1.2 Option 2: Cut Hatteras Shingles 9 A" M0 min) Wlli llE fllE Flgilm 15-E WfIniug Ik IPMSf IWm au.tit[tep Voj'- For sleep slol*s., use Inv mils and eight spots of asphalt roofing, cement for each lull Flattens shin,-je as sham abow. Apply I" 25mm) diameter slxns of roofing cei eni (A,STAF D 45861)'pe. If st;G;estcd) under each lab corner. hrss shingle into place, do uat c Ixrx cement. DAIMON: Ton much rrw(mnceineut c-.m cause shiu>, es tct blister. 91, 230 (nfn) I I 460 111) F h 203 (W) - a 25mm1460mm) Cap Cap Cap Cap Shingle Shingle Shingle Shingleg\ L2 Figure 15-2P Cut Hatteras sbwgles to mak, mw C* FWav 1541: Instal Wkin of ca%As akwg hips and ridges. 6.15.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic' NP11"" adhesive or Henkel "PLe Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. NEMO ETC, I1C Evaluation Report 3532,09.05-1115 Cerl*ate of Autharitation #32455 6- EDITION 12017) FBC NON4iVFQ EVALUATION F1.5444-1114 Certa(nTeed Asphalt Roof Shingles; (610) 651-5847 Revision 15: 05/29/2018 Page 13 of 15 6.16 HIGHLAND SLATE'", HIGHLAND SLATE'" IR: LOW AND STANDARD SLOPE: STEEP SLOPE 6.16.1 kw-1 I porn$ I owm) I (M-4 r 9-ve Miami -Dade reWaes SIX nab (taro na@a irztalwovar adoid as Fitavn} Figure 11-3: Use FM name for ew y ftb4w d State sbingfe. ONEMOjetc. Lise ME nails and EIGHT spots of asphalt roofing cement' for each fall HkMwd Slate shingle- For 9am1-Dale, SIX 92ils are regnired. Apply 1' diameter spots of Whalt roofing cement wider each tab comae Asphalt.roa8ng cement meeting AS1;t4 D 5% Type It is mggested. M'aro.iaeoar+n or six 42"tUvoneda ir d merrmbr aAeaa ea atassa} Figure I A Use Ftfw nails and m,* vots gfasphalt roafmg content unedermcb tab corner CAUTION: Excessive use of roofing cement can cause shingles to blister. Hip & Ridae for Hiahland Slater", Hiahland Slate"" IR: Refer to instructions herein for Cedar CrestT , Cedar Crest'" IR or Shangle RidgeT" hip and ridge shingles. 6.17 PATRIOT"': LOW AND STANDARD SLOPE STEEP SLOPE Use R)UR mtib; for everti= full shinol . kwal d Ss shown below USC FOUR HAS and [iutr sp,:As (A asphalt r(Kift camrnt for cy'm full bride as sho%%n below Asph:dt rck-fmg ctnwitt ateoing,ti`Crim wls() Type 11 is sog;Kstcd Apply I'{'' min) slags of asplLtlt roofing Satz n cenicatt as Shown. f _ CA ON: Excessive use of rrk)(ing enaxyn can cause shingks to blister. e tad 4 amrt} MrM LL33L^ti t._ Roofing Cement 6.17.1 Hip & Ridge for PatriotT : Refer to instructions herein for Cedar Crest, Cedar CrestT IR, Shadow RidgeT", NorthGate or Shangle RidgeT" hip and ridge shingles. NEMO ETC, LLC Evaluation Report 3532-09.05-R15 Certificate of Authoraation #32455 0 EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R14 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 15: 05/29/2018 Page 14 of 15 NNEMOjetc. Contact-• QA entity for• • on plants produce products covered by • 1- i• 2O EQUALITY ASS C RARVCE E vkT[TY S n '"e'r r £i " rs r Y.. +uA. ni w.'t.a tY^.'...aJ si r 3x".", `TM_.f',.•.,aa3c,n.ns t"''°+?.Ma"+.:=r_vc'"d' .w'Eha',r.,''ik «.."',re4-. air»•us r e.'.'`.t._'a. S..M asM'a.:'^ ski i A• i i 4: .41• • • END OF EVALUATION REPORT - NEMO ETC, LLC Evaluation Report 3532 09.05-R15 Certificate afAutharizatian #32455 eH EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-1114 CertainTeed Asphalt Roof Shingles; (6101 651-5847 Revision 15: 05/29/2018 Page 15 of 15 10/1/2018 Florida Building Code Online t.J cly,1i r rn ri , y(1 ' e r' '- f '' +w ti 7!' .try cr .) a '" 9A i '•' dOOr BCIS Home i Log In 3 User RegistrationHot Topics j Submit Surcharge f Slats 8: Facts ; Publications Contact Us BCIS Site Map 1 Links ; Search Product Approval USER: Public User Product 8pproval Menat > Product or Application Search > AppBcation List Search Criteria Refine Search Code Version 2017 FL# ALL Application Type New Product Manufacturer ALL Category Roofing Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name Bullet Boot Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Caarr6 D—cute - Annllratinnc Ft# lyp—. Manufacturer — Vafidated By Status FL25870 New Direct Metals, Inc Michael John Riemer, j Approved Category: Roofing P.E. Subcategory: Roofing Accessories that are an Integral Part of the Roofing 561) 414-7557 llj System L _—. ------ ---- - ----- L—. pproveu uy vorm mppruvdu uy vorm mdn ue rcv—w duu Ip41iCt1 uy inc — dnwur L i wnuni>muu n 1—C»m Y. Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. CMyri ht 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 emails provided may be used for ofrciaf communication with the licensee. However email addresses are public record. If you do not wish to supply a personaf address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: H M Credit Card Safe https:/ Avww.floridabuilding.org/pr/pr app istaspx 1/1 ITRUTYa ERD EVALUATION REPORT CertainTeed Corporation EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT#13 OXFORD, CT 06478 PHONE: ( 203) 262-924S FAX: ( 203) 262-9243 Evaluation Report 11610.09.08-R16 18 Moores Road FL11288-R15 Malvern, PA 19355 Date of Issuance: 09/03/2009 Revision 16: 02/04/2016 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P. E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5th Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Roof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity IERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 9. Prepared by: Au„nut,,,,,+ -- 24 y The Facsdmle seal appearing was authalzed Robert J.M. Nieminen, P.E. r 4G+ 4' by Robert Nieminen, P.E. on02/04/2016 does document. atrrrit"'" This not serve as an electronically signed Signed, Florida Registration No. 59166, Florida DCA ANE1983 sealed hardeoples have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. S. This is a building code evaluation. Neither Trinity I ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. i RINITY ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: Roof Underlayments, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1504.3.1 Wind Uplift FM 4474 2004 1507.2.3 Physical Properties ASTM D226 2006 1507.2-3 Physical Properties ASTM D4869 2005 1507.2.3 Physical Properties ASTM D6757 2007 1507.2.4, 1507.2.9.2, 1507.5.3 Physical Properties ASTM D1970 2009 1507.10.2 Physical Properties ASTM D4601 2004 1507.11.2 Physical Properties ASTM D6163 2000 1507.11.2 Physical Properties ASTM D6164 2005 1507.11.2 Physical Properties ASTM D6222 2008 1523.6.5.2.1 Physical Properties TAS 103 1995 TAS 110 Accelerated Weathering TAS 110 2000 FRSA/TRI April 2012 (04-12) Underlayment Installation References 2012 3. REFERENCES: kattl Examination Reference Date ERD (TST6049) Physical Properties C7290.01.08 01/16/2008 ERD (TST6049) Physical Properties C8440.04.08 04/28/2008 ERD (TST6049) Physical Properties C9560.05.08 05/25/2008 ERD (TST6049) Physical Properties 00080.09.08-R1 04/17/2009 ERD (TST6049) Physical Properties C12960.06.09 06/02/2009 ERD (TST6049) Physical Properties 3530.12.05-1-111 10/05/2009 ERD (TST6049) Wind Uplift C8370.08.08-R1 10/05/2009 ERD (TST6049) Physical Properties 3523.03.05-R2 01/12/2010 ERD (TST6049) Physical Properties C30890.03.10-1 03/17/2010 ERD (TST6049) Physical Properties C3500.04.10 04/01/2010 ERD (TST6049) Physical Properties C31840.05.10 05/10/2010 ERD (TST6049) Physical Properties 01860.05.10 05/18/2010 ERD (TST6049) Physical Properties C31850.06.10 06/25/2010 ERD (TST6049) Physical Properties C35460.05.11 06/16/2011 ERD (TST6049) Physical Properties C34940.09.11-111 10/04/2011 ERD (TST6049) Accelerated Weathering C40840SC 06/11/2012 ERD (TST6049) Physical Properties C40050.09.12-2 09/28/2012 ERD (TST6049) Wind Uplift C39670.08.12 08/20/2012 ERD (TST6049) Physical Properties C31410.10.10-R1 11/02/2012 ERD (TST6049) Physical Properties C45240.01.14-1 01/15/2014 ERD (TST6049) Physical Properties C32930.01.11-R2 01/20/2014 ERD (TST6049) Physical Properties C45240.01.14-2 01/24/2014 ERD (TST6049) FM 4470 CTR-SC9920.01.16-R1 01/20/2016 ERD (TST6049) Wind Uplift CTR-SC10420.01.16 01/25/2016 MTI (TST 2508) Physical Properties DX08C4A 03/22/2004 MTI (TST 2508) Physical Properties TX1466A-001 02/27/2006 MTI (TST 2508) Physical Properties TX14868-002 03/13/2006 MTI (TST 2508) Physical Properties TX14B6F-006 03/13/2006 MTI (TST 2508) Physical Properties TX14136E-005 03/13/2006 PRI (TST5878) Physical Properties CTC-034-02-01 11/24/2008 PRI (TST5878) Physical Properties CTC-075-02-01 02/15/2011 PRI (TST5878) Physical Properties CTC-067-02-01 08/08/2011 PRI (TST5878) Wind Uplift CTC-112-02-01 12/12/2011 PRI (TST5878) Physical Properties CTC-163-02-01 (x3) 05/10/2013 Exterior Research and Design, I.I.C. Evaluation Report 11610.09.08-R16 Certffkate ofAuthoriiation #9503 FL11288-RlS Revision 16: 02/04/2016 Page 2 of 9 h 1 TRINITY' ERD EnMy Examination Reference Date PRI(TST5878) Physical Properties CTC-189-02-01 11/18/2013 UL, LLC. (QUA9625) Quality Control Service Confirmation Exp. 07/03/2017 4. PRODUCT DESCRIPTION: 4.1 Self-Adherina Underlayments: 4.1.1 WinterGuardm HT is a glass scrim reinforced, self -adhering, film -surfaced waterproofing underlayment. 4.1.2 WinterGuard'" Sand is a glass mat reinforced, self -adhering, sand -surfaced waterproofing underlayment. 4.1.3 WinterGuard"" Granular is a glass mat reinforced, self -adhering, granule -surfaced waterproofing underlayment. 4.1.4 MetaLayment" is a self -adhering, film -surfaced, waterproofing underlayment. 4.1.5 Black Diamond Base Sheet is a self -adhering, glass mat reinforced, fine -mineral surfaced, SBS modified roof underlayment meeting ASTM D1970 requirements. 4.1.6 Flintlastic SA PlyBase is a self -adhering, glass mat reinforced, film -surfaced, SBS modified roof underlayment meeting ASTM D1970 requirements for use as a base -layer in multi -ply underlayment systems. 4.1.7 Flintlastic SA Mid Ply is a self -adhering, polyester reinforced, film -surfaced, SBS modified roof underlayment meeting ASTM D1970 and ASTM D6164, Type I, Grade S requirements for use as a base - layer in multi -ply underlayment systems. 4.1.8 Flintlastic Ultra Glass SA is a self -adhering, glass mat reinforced, fine -mineral surfaced, SBS modified roof underlayment meeting ASTM D6163, Type I, Grade S requirements for use as a base -layer in multi -ply underlayment systems. 4.1.9 Flintlastic SA Cap FIR is a self -adhering, glass mat reinforced, granule -mineral surfaced, SBS modified roof underlayment meeting ASTM D6163, Grade G, Type I requirements. 4.1.10 Flintlastic SA Cap is a self -adhering, polyester reinforced, granule -mineral surfaced, SBS modified roof underlayment meeting TAS 103 and ASTM D6164, Grad G, Type 1 requirements. 4.2 Torch Applied Underlayments: 4.2.1 Flintlastic GTA is a torch -applied, polyester reinforced, granule -surfaced, APP modified roof underlayment meeting ASTM D6222, Grade G, Type I requirements. 4.3 Asphalt Applied Underlayments: 4.3.1 Flintlastic GMS or Flintlastic Premium GMS is an asphalt -applied, polyester reinforced, granule -surfaced, SBS modified roof underlayment meeting ASTM D6164, Grade G, Type I and II requirements, respectively. 4.4 Mechanically Attached Underlayments: 4.4.1 Flintlastic SA NailBase is a glass mat reinforced, film -surfaced, SBS modified roof underlayment meeting ASTM D4601, Type II requirements for use as a mechanically attached base -layer in multi -ply underlayment systems. 4.4.2 Roofers' Select is an asphalt -impregnated, organic felt reinforced with glass fibers roof underlayment meeting ASTM D6757 requirements. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. S.2 This Evaluation Report is not for use in the HVHZ. S.3 Fire Classification is not part of this Laboratory Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. Exterior Research and Design, LLC. Evaluation Report 11610.09.08-R16 Certificate afAuthori:atlon K9So3 FL11288-RlS Revision 16: 02/04/2016 Page 3 of 9 1 iNIT ERD I 5.4 CertainTeed Roof Underiayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the AHJ for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable Roof Covers: TABLE L ROOF COVER OPTIONS WO6d Asphalt Nail -On Foam -On Mortar- Underlayment Metal Shakes Slate Shingles Tile Tile Set Tile Shingles Roofers' Select Yes No No No No No No WinterGuard HT Yes No No No Yes Yes Yes WinterGuard Sand Yes No No No No Yes Yes or Granular Black Diamond Base Yes No No No No Yes Yes Flintlastic SA Cap No Yes Ye Yes No Yes Yes See s.i Flintlastic SA Cap FR No Yes No No No Yes Yes MetaLayment Yes No No No Yes Yes Yes Flintlastic GTA No Yes es Yes No Yes Yes see Flintlastic GMS or Yes No Yes Yes No Yes Yes Premium GMS See 5.5.1 5.5.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives unless tensile adhesion / long term aging data from an accredited testing laboratory is provided. 3M 2-Component Foam Roof Tile Adhesive AH-160 (FL6332): Flintlastic SA Cap, Flintlastic GTA, Flintlastic GMS or Flintlastic Premium GMS. Dow TILE BOND' Roof Tile Adhesive (FL717): Flintlastic SA Cap, Flintlastic GMS or Flintlastic Premium GMS 5.6 Allowable Substrates: 5.6.1 Direct -Bond to Deck: WinterGuard HT, WinterGuard Sand, WinterGuard Granular or MetaLayment self -adhered to: New or existing plywood FlintPrime or ASTM D41 primed new or existing plywood. Black Diamond Base, Flintlastic SA PlyBase, Flintlastic SA Mid Ply, Flintlastic Ultra Glass SA, Flintlastic SA Cap or Flintlastic SA Cap FR self -adhered to: New or existing plywood; FlintPrime, FlintPrime SA or ASTM D41 primed new or existing plywood; FlintPrime, FlintPrime SA or ASTM D41 primed structural concrete. Flintlastic GMS or Flintlastic Premium GMS in hot asphalt to: FlintPrime or ASTM D41 primed structural concrete. Flintlastic GTA torch -applied to: FlintPrime or ASTM D41 primed structural concrete. Exterior Research and Design, LLC. Evaluation Report 11610.09.08-R16 Certificate ofAathorieation #9503 FL11288-R15 Revision 16: 02/04/2016 Page 4 of 9 J TRll ITY I ERD 5.6.2 Wind Resistance for Underlayment Systems in Foam -On Tile Applications: FRSA/TRI April 2012 (04-12) does not address wind uplift resistance of all underlayment systems beneath foam -on or mortar -set tile systems, where the underlayment forms part of the load -path. The following wind uplift limitations apply to underlayment systems that are not addressed in FRSA/TRI April 2012 (04- 12) and are used in foam -on or mortar -set tile applications. Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012 (04-12), Appendix A, Table 1A or FBC 1609 for determination of design wind loads. 1 Maximum Design Pressure = -240 psf: Deck: Structural concrete to meet project requirements to satisfaction of AHJ. Primer: FlintPrime or ASTM D41. Base Sheet: Black Diamond Base Sheet or Flintlastic Ultra Glass SA, self -adhered. Underlayment: Flintlastic GTA, torch -applied or Flintlastic GMS or Flintlastic Premium GMS, applied in hot asphalt. 2 Maximum Design Pressure = -555 psf: Deck: Structural concrete to meet project requirements to satisfaction of AHJ. Primer: FlintPrime, FlintPrime SA or ASTM D41. Base: (Optional) Flintlastic SA PlyBase or Flintlastic SA Mid Ply, self -adhered. Underlayment: Flintlastic SA Cap, self -adhered. 3 Maximum Design Pressure = -105.0 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ. Primer: (Optional) FlintPrime, FlintPrime SA or ASTM D41 Base Ply: (Optional) Flintlastic SA PlyBase or Flintlastic SA Mid Ply, self -adhered. Underlayment: Flintlastic SA Cap, self -adhered. 4 Maximum Design Pressure = -127.5 psf: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of AHJ. Primer: FlintPrime, FlintPrime SA or ASTM D41 Joints: Min. 4-inch wide strips of Flintlastic SA PlyBase, self -adhered over all plywood joints. Base Ply: (Optional) Flintlastic SA PlyBase or Flintlastic SA Mid Ply, self -adhered. Underlayment: Flintlastic SA Cap, self -adhered. All other direct -deck, adhered CertainTeed underlayment systems beneath foam -on or mortar -set tile systems carry a Maximum Design Pressure of -45 psf. 5.6.3 Bond to Base Sheet: WinterGuard HT, WinterGuard Sand, WinterGuard Granular or MetaLayment self -adhered to: ASTM 0226, Type I or II felt. Black Diamond Base Sheet, Flintlastic SA PlyBase, Flintlastic SA Mid Ply, Flintlastic Ultra Glass SA, Flintlastic SA Cap, Flintlastic SA Cap FR self -adhered to: Flintlastic SA NailBase or ASTM D226, Type I or II felt. Flintlastic SA Cap or Flintlastic SA Cap FR self -adhered to: Flintlastic SA PlyBase or Flintlastic SA MidPly. Flintlastic GMS or Flintlastic Premium GMS in hot asphalt to: ASTM D226, Type I or II felt; ASTM D2626 felt, ASTM D4601, Type II base sheet, Black Diamond Base Sheet or Flintlastic Ultra Glass SA. Flintlastic GTA torch -applied to: ASTM D226, Type I or II felt; ASTM D2626 felt, ASTM D4601, Type II base sheet, Black Diamond Base Sheet or Flintlastic Ultra Glass SA. Exterior Research and Design, LLC. Evaluation Report 11610.09.08-R16 Certificate ofAuthorization #9503 FL11288-R15 Revision 16: 02/04/2016 Page 5 of 9 TRINITY JERD 5.6.3.1 For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements_ For installations under foam -on or mortar -set tile systems, base layer shall be attached per minimum requirements of FRSA/TRI April 2012 (04-12), but not less than that detailed below. Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012 (04-12), Appendix A, Table 1A or FBC 1609 for determination of design wind loads. 5.6.3.2 For mechanically attached base sheet in a 2-ply system, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FRSA/TRI April 2012 (04-12), Appendix A, Table 1A or FBC 1609. Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are RAS 117, FM LPDS 1-29 and ANSI/SPRI WD1. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.1.5.1(a) of FM LPDS 1-29 for Zone 2/3 enhancements 5 Maximum Design Pressure = -37.5 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: ASTM D226, Type It felt or Flintlastic SA NailBase Fasteners: 12 ga., 1'/.-inch long galvanized ring shank nails through 32 ga., 15/8-inch diameter tin caps Spacing: 6-inch o.c. at the 4-inch laps and 12-inch o.c. at two (2) equally spaced, staggered rows in the field of the sheet. Base Ply: (Optional) Flintlastic SA PlyBase or Flintlastic SA Mid Ply, self -adhered. Underlayment: Flintlastic SA Cap, self -adhered. 6 Maximum Design Pressure = -45.0 psf*: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Glasbase Base Sheet; Flexiglas Base Sheet; Flintlastic Base 20; All Weather / Empire Base Sheet; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base or Yosemite Venting Base Sheet Fasteners: Simplex MAXX Cap Fasteners Spacing: 9-inch o.c. at the 2-inch wide side laps and 18-inch o.c. at two (2) equally spaced, staggered center rows. Underlayment: Flintlastic GMS or Flintlastic Premium GMS, applied in hot asphalt or Flintlastic GTA, torch -applied. 7 Maximum Desien Pressure = -52.5 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Glasbase Base Sheet; Flexiglas Base Sheet; Flintlastic Base 20; All Weather / Empire Base Sheet; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base or Yosemite Venting Base Sheet Fasteners: Simplex MAXX Cap Fasteners Spacing: 9-inch o.c. at the 2-inch wide side laps and 12-inch o.c. at two (2) equally spaced, staggered center rows. Underlayment: Flintlastic GMS or Flintlastic Premium GMS, applied in hot asphalt or Flintlastic GTA, torch -applied. 8 Maximum Desien Pressure = -52.5 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Flintlastic SA NailBase Fasteners: Min. 1-inch long, 12 ga. Simplex Metal Cap Nails Spacing: 6-inch o.c. at the min. 2-inch laps and 6-inch o.c. at four (4) equally spaced, staggered rows in the field of the sheet. Base Ply: (Optional) Flintlastic SA PlyBase or Flintlastic SA Mid Ply, self -adhered. Underlayment: Flintlastic SA Cap, self -adhered. Exterior Research and Design, LLC. Evaluation Report 11610.09.08-R16 Certificate ofAuthori:atlan #9503 FL11288-RlS Revision 16: 02/04/2016 Page 6 of 9 rl_ TRINITY I ERA 9 Maximum Design Pressure = -60.0 psf: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Flintlastic SA NailBase Fasteners: 12 ga., N-inch long galvanized ring shank nails through 32 ga., 15/8-inch diameter tin caps Spacing: 8-inch o.c. at the min. 2-inch laps and 8-inch o.c. at three (3) equally spaced, staggered rows in the field of the sheet. Base Ply: (Optional) Flintlastic SA PlyBase or Flintlastic SA Mid Ply, self -adhered. Underlayment: Flintlastic SA Cap, self -adhered. 10 Maximum Desien Pressure = -67.5 psf Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Glasbase Base Sheet; Flexiglas Base Sheet; Flintlastic Base 20; All Weather / Empire Base Sheet; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base or Yosemite Venting Base Sheet Fasteners: Cap nails: 1-inch.diameter, 0.032-inch thick metal cap with 0.120-inch shank diameter, annular ring shank nails Spacing: 6-inch o.c. at 4-inch lap and 6-inch o.c. at five (5) equally spaced, staggered center rows in the field of the sheet. Underlayment: Flintlastic GMS or Flintlastic Premium GMS, applied in hot asphalt. 11 Maximum Desien Pressure = -75.0 psf: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Flintlastic SA NailBase Fasteners: 12 ga., 1'/.-inch long galvanized ring shank nails through 32 ga., 15/8-inch diameter tin caps Spacing: 6-inch o.c. at the min. 2-inch laps and 6-inch o.c. at four (4) equally spaced, staggered rows in the field of the sheet. Base Ply: (Optional) Flintlastic SA PlyBase or Flintlastic SA Mid Ply, self -adhered. Underlayment: Flintlastic SA Cap, self -adhered. 12 Maximum Desien Pressure = -90.0 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Glasbase Base Sheet; Flexiglas Base Sheet; Flintlastic Base 20; All Weather / Empire Base Sheet; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base or Yosemite Venting Base Sheet Fasteners: Simplex MAXX Cap Fasteners Spacing: 6-inch o.c. at the 2-inch wide side laps and 6-inch o.c. at two (2) equally spaced, staggered center rows. Underlayment: Flintlastic GMS or Flintlastic Premium GMS, applied in hot asphalt or Flintlastic GTA, torch -applied. 14 Maximum Desien Pressure = -105.0 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Glasbase Base Sheet; Flexiglas Base Sheet; Flintlastic Base 20; All Weather / Empire Base Sheet; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base or Yosemite Venting Base Sheet Fasteners: Simplex MAXX Cap Fasteners Spacing: 6-inch o.c. at the 2-inch wide side laps and 6-inch o.c. at three (3) equally spaced, staggered center rows. Underlayment: Flintlastic GMS or Flintlastic Premium GMS, applied in hot asphalt or Flintlastic GTA, torch -applied. 15 Maximum Desien Pressure = -105.0 psf: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Flintlastic SA NailBase Fasteners: 12 ga., N-inch long galvanized ring shank nails through 32 ga., 15/8-inch diameter tin caps Spacing: 4-inch o.c. at the min. 2-inch laps and 4-inch o.c. at four (4) equally spaced, staggered rows in the field of the sheet. Base Ply: (Optional) Flintlastic SA PlyBase or Flintlastic SA Mid Ply, self -adhered. Underlayment: Flintlastic SA Cap, self -adhered. Exterior Research and Design, LLC. Evaluation Report 11610.09.08-R16 Certificate ofAuthoK2ation #9503 FL11288-RlS Revision 16: 02/04/2016 Page 7 of 9 1 l' TC:RINITY ERD 5.7 Exposure Limitations: Roofers' Select shall not be left exposed for longer than 30-days after installation. Refer to installation instructions specific to anticipated exposure in Section 6. Black Diamond Base, WinterGuard HT, WinterGuard Sand, WinterGuard Granular or MetaLayment shall not be left exposed for longer than 180-days after installation. Flintlastic SA Cap, Flintlastic SA Cap FR, Flintlastic GTA, Flintlastic GMS or Flintlastic Premium GMS do not have an exposure limitation, ynless the prepared roof covering is to be adhesive -set the atop Flintlastic SA Cap, GTA, GMS or Premium GMS, in which case the maximum exposure is 180 days. Flintlastic SA NailBase, Flintlastic SA PlyBase, Flintlastic SA Mid Ply and Flintlastic Ultra Glass SA, for use as a base -layer in a multi -ply underlayment system, shall not be left exposed for longer than 30-days after installation, prior to placement of subsequent underlayment layer. 6. INSTALLATION: 6.1 CertainTeed Roof Underlayments shall be installed in accordance with CertainTeed published installation requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application, and primed the substrate (if applicable). 6.3 Flintlastic SA NailBase, Flintlastic SA PlyBase, Flintlastic SA Mid Ply or Flintlastic Ultra Glass SA: 6.3.1 Flintlastic SA NailBase, Flintlastic SA PlyBase and Flintlastic SA Mid Ply are limited to use as a base or mid - layer in multi -ply underlayment systems beneath Flintlastic SA Cap, Flintlastic SA Cap FR. 6.3.2 Flintlastic Ultra Glass SA is limited to use as a base -layer in multi -ply underlayment systems beneath Flintlastic GTA, Flintlastic GMS or Flintlastic Premium GMS. 6.3.3 Install the base -layer underlayment to the substrates detailed in Section 5.6 in accordance with CertainTeed published installation instructions, followed by the final underlayment layer in accordance with the instructions outlined below for the particular top -layer underlayment. 6.3.4 Roof cover limitations are those are those associated with the top -layer underlayment, set forth in Table 1. 6.4 Black Diamond Base, Flintlastic SA Cap or SA Cap FR, WinterGuard or MetaLayment: 6.4.1 Shall be installed in compliance with current CertainTeed published installation requirements and FBC Section 1507 for the type of prepared roof covering to be installed. 6.4.2 For Non -Tile Applications: Shall be fully self -adhered to the substrates noted in Section 5.6. Side laps shall be minimum 4-inch and end -laps minimum 6-inch wide, pressed firmly with a seam -roller, and offset end -laps minimum 2 feet from course to course. Consult CertainTeed instructions for use of FlintBond SBS Modified Bitumen Adhesive, trowel grade, on the 6-inch end laps and T-seam detailing. Consult CertainTeed instructions regarding back -nailing requirements. 6.4.3 For Tile Applications (Flintlastic SA Cap, SA Cap FR only): Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein. Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. 6.5 Flintlastic GTA: 6.5.1 Flintlastic GTA shall be installed in compliance with current CertainTeed published installation requirements. For use in tile applications, reference is made to FRSA/TRI April 2012 (04-12) Installation Manual, Sth Edition and Table 1 herein. Exterior Research and Design, LLC. Evaluation Report 11610.09.08-R16 certificate of Authorization #9503 FL11288-R15 Revision 16: 02/04/2016 Page 8 of 9 M RI ITY ERD 6.5.2 Flintlastic GTA shall be fully torch applied to the substrates noted in Section 5.6. Side (horizontal) laps shall be minimum 3-inch and end (vertical) laps minimum 6-inch wide, and offset end -laps minimum 3 feet from course to course. Side and end -laps shall be fully heat -welded and inspected to ensure minimum 3/8-inch flow of modified compound beyond the lap edge. 6.5.3 Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. 6.5.4 Consult CertainTeed instructions regarding back -nailing requirements. 6.6 Flintlastic GMS or Flintlastic Premium GMS: 6.6.1 Flintlastic GMS or Flintlastic Premium GMS shall be installed in compliance with current CertainTeed published installation requirements. For use in tile applications, reference is made to FRSA/TRI April 2012 04-12) Installation Manual, Sth Edition and Table 1 herein. 6.6.2 Flintlastic GMS or Flintlastic Premium GMS shall be fully asphalt -applied to the substrates noted in Section 5.6. Side (horizontal) laps shall be minimum 3-inch and end (vertical) laps minimum 6-inch wide, and offset end -laps minimum 3 feet from course to course_ Side and end -laps shall be fully adhered in a complete mopping of hot asphalt with asphalt extending approximately 3/8-inch beyond the lap edge. 6.6.3 Tile shall be loaded and staged in a manner that prevents the slippage and/or damage to the underlayment. 6.6.4 Consult CertainTeed instructions regarding back -nailing requirements. 6.7 Roofers' Select: 6.7.1 Standard -Slope Application (4:12 and greater): Starting at the lower edge of the roof, apply a single layer of Roofers' Select parallel to the eaves, overhanging drip edge by %-inch. Overlap ends (vertical laps) at least 4-inch and sides (horizontal laps) at least 2-inch. Offset end laps from course to course at least 6- feet. Apply flat and unwrinkled, fastening as required to hold in place. 6.7.2 Low Slope Application (2:12 up to 4:12): Starting at the lower edge of the roof, cover the entire deck by applying a double layer of Roofers' Select parallel to the eaves. Begin by applying a 19-inch wide starter strip of Roofers' Select along the eaves, overlapping the drip edge by %-inch. Place a full -width sheet over the starter, with lower edge flush to the starter's lower edge. Apply succeeding 36-inch wide courses up the roof slope, overlapping the previous course by 19-inch in "shingle -fashion". Overlap ends at least 12- inch. Offset end laps from course to course at least 6-feet. Apply flat and unwrinkled, fastening as required to hold in place. 6-7.3 Eaves Flashing for ice Dam Protection (all slopes): Eaves flashing may be constructed from self -adhering waterproofing underlayment holding Florida Product Approval, or by applying a double layer of Roofers' Select cemented together with asphalt roofing cement (ASTM D 4586, Type II). Eaves flashing should be installed to a level of at least 24-inch inside the interior wall line, or in areas of severe icing, at least up to the highest water level expected to occur from ice dams to the satisfaction of the Authority Having Jurisdiction. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the manufacturer or the named QA entity for information on plants covered under Rule 61G20-3 QA requirements. 6. QUALITY ASSURANCE ENTITY: UL, LLC. — QUA9625; (414) 248-6409; karen.buchmann@ul.com END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report 11610.09.08-R16 Certificate ofAuthorization #9503 FL11288-RIS Revision 16: 02/04/2016 Page 9 of 9 a 1O/;J2018 Florida Building Code Online A. ECLS Home i Log in ! User Registration i Hot Topics j Submit Surcharge Stats & Facts Publications Contact Us BCLS Sibe Map i Links ! Search Product ApprovaldrM1USER: Puri[ user v ^ 1wi Prod roval Menu > Product or Application Search > Application List > AWIcatioe DetaU r- FL # FL21414-R3 Application Type Revision Code Version 2017 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer CertainTeed Corporation -Roofing Address/Phone/Email 20 Moores Road Malvern, PA 19355 610) 893-5400 mark.d.harner@saint-gobain.com Authorized Signature Mark harrier mark.d.harner@saint-gobain.com Technical Representative Mark D. Harner Address/Phone/Email 18 Moores Road Malvern, PA 19355 610) 651-5847 Mark.D.Harner@saint-gobain.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Roofing Accessories that are an Integral Part of the Roofing System Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Robert J.M. Nieminen Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year ASTM D1929 2012 ASTM D2843 2010 ASTM D635 2010 ASTM D638 2003 ASTM G155 2005 TAS 100(A) 1995 Equivalence of Product Standards Certified By https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtgHSolOoKvoeIJYzjWepAOV4NO2nj loStMs6ZdxSpCVQ%3d°/a3d 1 /2 I 10/T/2018 Florida Building Code Online Product Approval Method Method 1 Option A Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 03/19/2018 03/19/2018 D312212DIS FL # Model, Number or Name Description CertainTeed Ridge Vent - 12" rt Potypropylene plastic low profile ridge vent with an integral end21414.1FUnfilteredplugforinstallationinasphalticshingleroofsystems. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Refer to NOA for Limits of Use. Certification Agency Certificate FL21414 R3 C CAC 15-0831.06 CT Ridge Vent 12-in Unfiltered (eXR 09-23-19), I?df Quality Assurance Contract Expiration Date 09/23/2019 Installation Instructions FL21414 R3 II 15-0831.06 CT Ridge Vent 12-in Unfiltered lexp 09-23-19).pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 21414.2 CertainTeed Ridge Vent 12' Filtered High density polypropylene low profile attic ridge vent for and CertainTeed Ridge Vent 9" installation in shingle roof systems. Filtered Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL21414 R3 C CAC NOA 17021307 CORRECTED RIDGE VENT 12-IN FILTERED 9-IN FILTERED.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Quality Assurance Contract Expiration Date Design Pressure: N/A 06/14/2022 Other: Refer to NOA for Limits of Use. Installation Instructions FL21414 R3 11 NOA 17021307 CORRECTED RIDGE VENT 12-IN FILTERED 9-IN FILTERED.pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 21414.3 W CertainTeed Static Vent - Aluminum Embossed aluminum static louvered roof ventilation system Limits of Use Certrficatiion Agency Certificate Approved for use in HVHZ: Yes FL21414 R3 C CAC NOA 17100316 STATIC VENT - Approved for use outside HVHZ: Yes ALUMINIUM.pdf Impact Resistant: N/A Quality Assurance Contract Expiration Date Design Pressure: N/A 03/13/2023 Other: Refer to NOA for Limits of Use. Installation Instructions FL21414 R3 II NOA 17100316 STATIC VENT - ALUMINIUM.pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: iiaC:+ 'text Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, ES. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine if you are a licensee under Chapter 455, ES., please click here . Credit Card Safe https:/twww.liotidabuildingAwg/pr/pr app dtl.aspx?param--wGEVXQwtQgtgHSolOoKvoelJYzlWepAOV4NO2njloStMs6ZdxSpCVQ%3d%3d 2/2 s G l Made In USA • Fabnosdo en EE.UU. • Fabnqu6 eux Steta (,Nile VanturNant Plus Is Manufactured for CertalnTnad C,o+peraUon by:'Alr Vint inc,; Omok MO,4 Ventur(Vent Plus eauk fabrloado per AirVant, lno. ,ordck, MO per. CmrtafnTood Oorporetlog. WnturWnt Plustabrlqu$ pour CartalnTead Corporatlon par Air giant, Inc , OrrICK MO - 61K(AUT ALL OR OUR OTHER CERTAINTEEb+ PRODUCTS AND SYSTEMS: CertainTead Corporation P,O, aox 860 + BIDING + TRIM • DECKING RAILING FENCE. + FOUNDATIONS, Valley Pargo, PA 19482 GYPSUM CEILINGS + INSULATION • PIPE - professional 000-233-0900 www.cortalntood.corn http:4tbl0p,00rtaintoed.com Consumer: 800.782.8777 s 1tlt13 OtUM Tomd Oerran, — r,nr+tas k, I,o U,eA, Buda No, ZO•00a-44 SAINT GOBA@N O.Irt—a—InTeed SAINT G08AIN CettainTeed 12" Ridge bent fits roofs with 3112 to 16/12 pitches. Before you install: Install only one type of exhaust vent, remove or plug any existing vents (gable vents, roof louvers, wind turbines and power fens). Install adequate intake ventilation for a balanced system 50% Exhaust $ 50% Intake) in accordance with state and local code requirements, Intake vents must be Installed low at the roofs edge for optimum performance. Tools required: Hammer, Utility knife. Chalk line, Roofing nails, Tape measure, Circular saw It•!•IRIMrrlslst lsrls•s .eeeneeew *e.wrrAsir lsr.rr r. sl tl I' •re -W,Y, al llrll•t11AAe..a11.11 rt"' +rt.' \,'etArAs•s•• alb art i rr r""r'r ner w r.r. ~ 4. i r alrsrrrw i•t• ""iw.wu Important notes before Installing: Nip and Gable Roofs "L" and'T" shaped Roofs Chimneys p Q cut slot 314" on both aides of ridga comonlne Cut ebb as per Figure 2 and run Ridge Vent across cut slots to within it of chimney. 1. When using architectural shingles, seal the gap between the vent and shingles making sure not to plug drain holes. or from ridge board and to within 6" of and long rldoa. N short nape, out slot to within 12' Run Ridge Vent from end of roof to butt Caulk Is not needed with 3-tab shingles. wall or hip intereootton as IRustratod. of Junction point entl run Ridge vent from end against chimney, as shown. g of real to OUR against crossing Ridge vent. 2. Make sure the filter, It supplied Is centered in the ridge vent and make sure it is secured between shingles and vent prior to cap nailing, leaving no gaps. 3. When installing the ridge vent In cold weather, leave a 118" gap between ridge vent ends to allow for expansion in hot weather, 4. See instructions on opposite page for cutting slot. 5. Run the ridge vent from end to end on the roof for a more even, attractive appearance. 6. Carefully place the ridge vent prior to cap shingle nailing with the preformed nail holes provided in the vent, Overnailing will cause the vent to buckle, Undernalling could allow the nails to back out of the deck. 7, All nails must penetrate the underside of the roof deck. Verity adequate nail length prior to Installation. Ridge Board Typo Construction 13.tj8` Ridge Board 1 r-- Ridge vent C,020914 1' z:K'11@X'14j - ." W'S W--- 51-144,0411411, 0. Cut out ,Ial for axlLlinO roof confirucflon. lao-w gap Ior nit roof ccnnn,cnan Felt Steep Pitch Roof (16112) Cowion: an uwp pith fool condition, verify proper clowoncs from odgo of ahecthing prior Ip palling Air Slots Drain Roh Retum roofingfahfornewroof 4mt"Wign Or Note: CedainTeed's written warranty for this product will be Invalid in any instance In which the product was not property irutohed in accordance with the instructions. i. Step 1 — On exlsflng roofs, remove cap shingles. Made slot width at path ends of (logo. Use shot guides imprintod on vent and refer to drawings above. Snap chalk line on both aides of doge. Stop 4 — Pre -fasten first section using roofing nails through preformed nall bosses. Continue to pre4asten remaining sections, making sues support nos are flat on the roof and filter is secure between Shingles and vanl. INSTALLATION INSTRUCTIONS f' i,. stop 2 — Cut sof (plumb cut, if possible). Note: Adfual depth of blade to avoid cutting toners or trustee, Refer to drawings above for slot dimensions. Remove debris from slot. n, 4 1. Step 3 — Use utility knife to cut Anal section to length, Final ,action Should be oriented so that the buin•jn ventilating and plug is Rush with the and of the roof, Pro -fasten final section, Step 3 — Center vent over slot. End should be Rush with end of root. Make sure vent's support rips sit flat on the roof, and that filter, if applicable is secure Detwaen shingles and vent. Step 6 — Nail cap shingles in Waco using roofing nails long enough to penetrate roof sheathing. Use halting lines provided on vent as guide. If using a nail gun, rotor to #6 & #7 under Important notes. FEATURES Internal Weather Filter Imprinted Slot Guides only when indwdW) Highest 6QualityCo-PalymoAir Slotsr ,. slasq. rashes r;;'% / free gnl nrga Psr Cop Shingles `- Rhein taw. c,; lyYw s'. j,J External Preformed Noll Bosses Wind $ offle Reinforced Ribs Builhin Ventiloting Fnd Plug High Gloss Nailing tines La ventilacl6n de cumbrera CertainTeed 12" de 12" se adapts a techos con inclinaciones de 3/12 a 16/12. Antes de Is Instalaci6n: SIN FILrRa Coloque solement@ un tipo d@ dispasftivo de V@ntilacl6n, quite o bloquee lea ventilaclones existences (respiraderos, claraboyas d@ ventilacl6n, turbines e6llcas y ventiladores de fuente). Instale una ventllacidn de entrecia de sire adecuada pare oblenef un sialema CON FILTRO equilibrado (60 % do solids y 50 % cis entrads), de acuerdo con los requlaltos de cbdigo estatal y local. Para un desernpeMo optima, deben instalarse fee ventilaciones do entrada. Herramlontas necesarias: Martilio, ouchillo retractil, lines de tiza, clavos pare techo, contra mAtrica. Sierra circular Notas importantes antes de Is Instalacl6n: 1. Al user tojas arquited6nicas, sails of espacio entre Is ventllaci6n y las tejos, y asag6rese de no taper lots orificios de dronaje. No as neceserio user mosille con tejo de tree longoetas, 2. Asegurese de qua of filtro (of se proporclona) Sete centrado on Its ventilacl6n de cumbrera y qua quede 8jado a las tejas antes de clever to tape pare qua no queden espacios. 3. At instalar Is ventileci6n de cumbrera an cllmas irfos, deje un espaclo de 118" entre Cos extremos de Is ventilacl6n de cumbrera pare permitir qua se oxpanda on climas cAlidos. a. Consults las instrucciones en Is pAgina opuesta pare cortex to ranura. 5. Coloque Is ventflact6n de cumbrara de extremo a extremo an at techo pare lograr uns eparlencia mAs uniforms y atractiva. 6. Con culdado, coloque Is ventllaci6n de cumbrera antes de clever las Islas, con los orificios preformados pars clavos qua Ilene Is ventilad6n. Si elava demaslado, Is ventilacl6n as deformara, Si clava poco, as posible qua los ciavos se salgan do to plateforma. 7. Todos los clavos deben penetrar Is parts inferior do la plataforma del tocho. VeAfique at largo adecuado de los davos antes de Is Instalacidn, Construccl6n tipo cumbrara tB.lJe" Cumbraro Vamilocltncumbrera pit'.do alc Clow. l.lJ2'I Para Teoho Ranuras d* Vsnrlacipn onur0i dde Dreno(a VU.N a Sa19CarJ4hurtsdal I2 f iwg e" tortannruccienadelecho ta. rasa m aaMo 91d^ 3/4" uulke una wpo , nfinuo h , d. del bwdo dab `h90 ra"uro de a j• Vigo saliadw an n conemcc16n ex slante dal Cwle uno ream. Dore la tech* wmv—ibn t+ o—. dot ache y dej. ospada p— IP \ can' —I& nvova dal rocho h*Itre ( 0 Tocho muy Inclinado (16112) Procoucibn: on Igchas muy inctnodor veriffque nVrevausdmlanrosopdeiedo eoloear1.do dd Construccl6n f1po vies f rlangulads I • r Viga Trlongulad. 1.1/2" Vlga rnongulodq Rota: Is garantia escrita de Certa!nTsed pare asp producto no tundra Vaildez si at producto no se Instolo adscuadamerxe. Segun tat instruccionas. INSTRUCCIONES PARA CORTAR RANURAS Indies at ancho do Is ranura Indicts at rocorrldo do is ventilacl6n — — — Indies Is pared final a, !. ncFt da ;: rYmo a ::bFstr"I... a,nw.vEd who rrrvrl C!xrro eel r.uwl e a;„ uexa Tochos a dos y cuntro aquas Flounce un Carlo d0 a/4' a ambos Was de is lines central do Is cumbrow o desde is oombnos hosts 6'solos do Its pared limal o de Is Imorndccidn tle !ag dos aguae, coma gd i!uStm, rrarr.` T_ iria i taalalla rs;ae®r_ cc z.i Y waa s sasrrarrurrra rr CCCe :I urwtg$es tsrgssawwo Tochos con forms do "L" y -r- Corte Its ranuro tagun to mwgtra on to figure 2 y C010qua Is wrl0looldt100 Cumbrefo s 10 largo d0 Is cumbrOm. Gn cumbrOrat ooruns, Carle una mourn hosts 12' antes del runic; do union y col*qua la wnlilaei6n do OumtNoro dead* at oxtramo deg koho Para empaimar cruzando Is vonblaci6n co cumbrms. ehimonoee Conn ronuras hosts 12' antoo do la chinonea. Coloqua Its v*ndlacion da Cumorom doade at extremo del tach0 pars ampolmor cruzoodo 10 chlmerleo, come sa mueatre, INSTRUCCIONES DE INSTALAC16N I 1 Paso 1 -an tocnos exlelentea, rotire las lelas. Paso 2- cork 10 ranure (Carle can Ixomada. Paso 6 -contra Is venalecl6n sabre Is ranura. Marque al ancho d0 Is ranura an amboe sl ea posible). Nota: aiusta la prbfund:ded de El exlro mo debe quedat at miemo nlval qua e; leamoe de Its cumbrera. Use lag quiet de Is bola Sara wear cortaf las vigss 6las vigao 01 extramo del echo, Aseg6rese de que lag ronuras maroadas on to ven61ac+On y Consults alangulad6t, Congulto tog dibujds, amallores *$trlae do Saporta do Is vandlsd6n queden b$ ditwjos antmores. Coloque la lines 00 US We vox tea dimonsionss do let ronuras. quite plans$ Boole at lecho y qua at altro queue an ambos lades de la oumaws, too desochos tle la ranura. nnn0 antra las tejas y to vantllaclon. Paso 4 - praajusta Is primers soccl6n con los clavos pars Cacho a 0avas de Ins sati0mas pars clavos preformados, Sign pfeaiustando log saaciones qua fallen y awip)rasa de que lee estflas do gopone adeden Planes sabre 41 tachb y quo at nitro queue firma antra lee Islas y is vemlaolbn. Paso 5 - use un Cuohillo natticill pare conar la seccitin anal are Is lonpilud corfecta. Le ulna soccldn dabs attar arisn(ada do manors quo le laps del extromo de ventllsCpn Incorporsda quodo at miamo nlvol quo 61 oxtrofto del ldcho.. Pmajuslo Is Julmo asc:!on. CARACTERISTICAS Paso a - dOvs lag tojas en su lugar con davos pars lecho qua Bean to sugdenlamenta largo$ do monem quo penetten at ravesomiento dot lecho. utlUce corn gula is$ !moss tle clovae quo cue propordooan en Is ventitacft. SI uliliza una ctavadofa. consults log pumps 6 y 7 an Is zawl6n as rotes importantes, Filtro de cllmG in!arno Gulas do ronuras morcodos Ia610 ai sa in6uyel Cim®rp9 d a "ato lee ranuroa do giro mcotiriod "'' .s'e"'v" i xenon un sggraus de ido:: ron Irbra dr To as . l a P'LrM. —**do' y,,-, t Par pia Bnul. ySo., hteF pare Slows Deflector extern. preformados Contra at vZto ., Estdos reforzodos Tn o del extremo do- ril!locl6n hnsaa de davos con alto brillo incorporado 1' L'6vent de fafte CertainTeed de 30,6 cm (12 po) convlent aux toits pr0sentant une panto do 3112 6 16112, Avant i'installation : W N'installer qu'un type de conduit do sortie, rellrer ou boucher tour lea events existants (tivents de pignon louvres de toll, ventilateurs 6 turbine 6ollenne at alectriques)• Installer Una ventilation d'admission adequate pour un systeme 6quilibr6 (50 % d'6chappoment NON FIL7REat50 % d'admission) an accord eves lea exlgonces des codes do 1'Etot at locaux. FILTRF, Les prises d'air ext6rieures dolvent etre Instaildea de mani6re 6 assurer un rendement optimum, Outils requis : Marteau, couteau universal, cordeau 6 crate. Claus a toiture, ruban a mesurer, scle circuiaire Remarques Importantes avant 1'installation : 1. Pour one utillsation ovec das bardeaux architecturaux, scatter I'ospaee entre 1'6vent at lea bardeaux an vaillant 6 ne pas boucher lea orifices d'edoulement. Aucune p6te 6 calfeutrage nest requise pour des bardeaux a trots Jupas. 2. Willer 6 ce qua le filtre (s'il eat fournq salt centr6 sur I'6vent de faTte at serr6 sur lea bardeaux avant to clouage an ne laissont aucun espace. 3. Au moment d'instailer I'6vent du fatte per temps frold, lalsser tin espace de 3,2 mm (1/8 po) entre lea extr6mit6s de lAvent de fatle pour parmettre son expansion par temps chaud. 4. Se reporter aux instructions flgurant 6 Is page opposes pour cooper la fente. 5. Installer I'6vent du fade d'un bout a I'autre du toil pour obtanir un aspect plus uniforme et pialsont, 6. Placer solgnousament 1'6vent do fatte avant de clouer lea bardeaux de fatte an utillsant lea avant-trous pr6form6s logds clans I'6vent. Trop clouer fare gauchir 1'6vont. Ne pas assez clouer risque de farre sortir lea Claus du platelage. 7. Tous lea Claus doivent pdndtrer to face inf6rieure du platelage. Verifier quo lea dous sont de longuour adequate avant Hnstalletton. Construction do typo tattago I3.IJe• F.',.go r--- de Foimg. tre 9ovaN ,;—x de Fort. rClovs6 r,40001 1' N. pot t ..w. v\ bo d— de torn de ror It robord % h Chevro carte d'oLoaon n Fences p d'Airation F e0 Q.n—sfgn41! Rebuma I. I.VhbratNr! pour h not::oxe 4 CenSiIUGIIM aV nllw tin cordon 3/4- d'aonchsirs 3• Chorron conlinv pour vn. consrcrEton do Coypu tint bat. pour 1. wpvre irrama Contlrudl.n d! will. lxiflent. et Iuituar tin upat. p ur 1. 16 convnx,ion do roil Foul,. i tilt Forte ponto do toitura (16112) Miw en gold! ; Su; lax roil, 61" poor!. v6rilier qu it ^ No rof i.—ni d'.ype. 6 Cent, dv bord du rl 4wienr —n;1. cbuoga. Construction do typo forme do toit Farm! do Toil I-V2' Forme do T.h Remarquo : La garamis lcdto do aartainTood pour co produli Sara lugile Invalids dens I'6vo ttusiits oo ca produft tot mal Installs et no rsstsects pas let Instructions. INSTRUCTIONS POUR COUPER LES FENTES indique to largour do fonts Indlque to sons do 116vent — — — Indique to parol d1extr6mit6 yrawrrarrrrsrrarsarrrr g.,..lr— rsrrs.r---- S: rw lilt nrrrlrrrrist ltwlw al a rars lrrr rrr ts rrawu rawittrr str sw wt i ai m da lv—, Nauml flarpn d'em,im14 plo.,fi e.,M; rt`,-ii . I've,, hid 6er'e,:a Torts an troupe at on pignon Tells an forms do +'l" at do "T" chom(nslas Cooper one fsnto do 1.0 on (314 po) Pas Cooper one tome comma to monim Is figure 2. Coupe, lea remos jusqu'a 36,e on (12 po) daux Was do is ligna madiont do fops ou puts poser Vevont do fano Is long du fans Ie plus long. do Is cnemmte. Poser 1'6vdnf depuis a peril du oiloge at )uequ's 16,2 cm (d po) Sur to tape Is plot Court. cooper use farce ateignatn 1'extrdmitd du toll iusqu'all bout uutant contra do to Perot d'oxukmile ou de rinlareacflon au maximum 30,6 cm (12 pd) du point de joncliol, to chominde comma to m ontr6 it Ott itlustra, do Ia :loupe comma it asi illustr3, at poser I'avant a nadir do rexnamta du toil Iusquou bout contra i'evohi tlo forte de croisameN, INSTRUCTIONS POUR L'INSTALLATION Etope I - Sur let toile exlatsnta, roorot lea elope 2 - Cooper it lome (Coupe vdmcale bardeaux de falls. Marquer Is largeur do (i3 told, a1 potsibw), Remarqua ; Resler is to fonts sox deux extrimitas du laps, Utillaer profondout do la isme pour evitar do cooper lam let reports mscrits el 1'6vem of consuae, lam Chevrons ou Its termed. consultor lot croquis croquis pr&tdants. Tandre Is cordeou precedents pour connalirt let dimensions des daux Was du introdo to Ionic. Retire, lea dabrid de Id, tome• tape A - prefixor 19 premiere section 4 I'elde do Clout a lolture Ins6rts dens tas bossaaas praTdrmaos dot dons. Continuer 6 piapxe, Id, rests des sections an valliant it as qua tat ciptfas tle soullen tle revent solam Won a plat sur la toil at a co qua to Potre soil bon flxe entre lea bmd9aux of raven(. eiepe 6- Utiliser on couteau urh'areol pour cooper it section finale 6 Is longueur voulue. La section findia dolt Lire orianlde do fella sods que Is bouchon d'extM(Nts de ventilation integre eat a ras do i'exlramite du toll. pr6tlxer to section finale. CARACTERISTIQUES t Elope 3 - Centl.t i'avenl sur to fonts. l' extromlta chit hoe 6 ras do I'extremlta do tell, Voider a co qua lea cintres de soulian de I'4vont eoiera plan a plat our la toll of A ce quo to film soil Dian fixs antra tea bardeaux at I'event, Ettpe 6 - Clouor lea bardosux do land, an p1aCe a Palle do clop a toiture suplsammont longs pour Polls p6n6tam la revalembnl do Is toiture, Ulilisor [as reparts do Ctouage indiQu6s sur raven(. $I une cloueuse eat utliiale, consultor lee points 6 at 7 do 14 rubrque Remarques Imponames. Filtre d'intoonp 't inters Guides do fente Inscrits uniquamanf brsquo Incus) let Fenbs CoNzilire di to d'gironon plua haute qua pewnnm tin! silt y f • de wMlil.Ron liar, do kne m' Bardaovx de1032ac18ppollpar hq,d rm linMin Bog epe ti ee Clout Dsflactaurd'atr J pr6 ormdas ezterne Nervures renforc6as Bouchon d'e h6mits de Ugnes do clovage brillontas vanNlotion Int6grs PROJECT NAME: 5 6 l 3y/iQT/U!^ tS DATE PROJECT LOCATION: PROJECT No.: FIELD CONTACT: `"/7"N ARRIVALTIME: CLIENT: /'17-1V DEPARTURETIME: A — MATERIAL l "' TESTED: COMPACTION Q MODIFIED STANDARD REQUIREMENTS: Lab. Comp. 81, Nuclear Drive Sleeve Relative Location of Test Wet Moisture Dry Com- Test OMC PCF Density Moisture Total Wet Density Content Density paction Elevation Count Count Wet Wt. Weight 143 L v/w /ZfX113 3 e DENSITY STANDARD COUNT: COMMENTS: MOISTURE STANDARD COUNT:'` O 6r-,r7- v yv' SLEEVE CONSTANT: r SLEEVE WEIGHT: FIELD IN —PLACE DENSITY REPORT RECORD TECHNICIAN: / -_—— MV BECHTOL ENGINEERING COPIES TO: AND TESTING, Inc. CONSULTING GEOTECHNICAL, ENVIRONMENTAL, AND MATERIALS TESTING ENGINEERS RECEIVED BY: 605 West New York Ave., Ste. A • DeLand, FL 32720-5243 386) 734-8444 • FAX (386) 734-8541 Cl 1. 1 .J t. 9> V/ 3,J? NEW TRIBES MISSION OR 301-303 NATIONS ROAD SANFORD, FL 32771 PARCEL ID: 31-19-31-300-0020-0000 24.66 QO rr J 0 f CTRIGIL liJ PANEL Q BM MH N RIM® EL=25.77' I 25.07 w gry. 38.65 30.7 O ' OrV { I. Go L z p m gJ+ OE7s i at 0 Y Q • 25.17 g v W w I r SitOo: IL a 30.7 3e.2e• 1 7 BM N/D MENARDo siE(f EL=25.66' e125.47 ROOFED CONCRETE 1 STORY DUPLEX 5 hR 0 h LEGENDSURVEYOR'S NOTES: 1. The lands os shown hereon lie within Section 31. Township 19 S., Range 31 E., Seminole County. E Florida. B.M. BENCH MARK 2. This survey represents a survey made on the ground under the supervision of the signing surveyor, q CENTERLINE w unless otherwise noted. EL ELEVATION 3. Underground improvements or underground foundations love not been located except os notetl. N/0 NAIL AND DISK 4. This survey does not reflect or determine ownership. RED RECOVERED 5. All easements of which the surveyor has knowledge of, or has been furnished, hove been noted on TELE TELEPHONE this map. 6. No title data has been provided to this surveyor unless otherwise noted. X00.0 SPOT ELEVATIONS ii 7. Elevations shown hereon are based on benchmarks relative to NAVD '88. 8. The specific purpose of this survey is to show the formboord elevation and location in relation to the FIRE HYDRANT road and adjacent buildings. 9. This is not a boundry survey. Q. POWER POLE REVISIONS s a n+5 SUCOPIES RVEY MAP RE REPORT OR THENOT (D WITHOUT THE tl/' H LLC Job No: J-0/ 1 SIGNATUREEREOFAND THHEE ORIGIN& RAISE SDEALOF A FLORIDA LICENSED SURVEYOR AND MAPPER. t Henrich-Luke-Swaggerly-Menortl Field Dale: 1/21/19 Rev. Date: Rev. Dote: Professional Surveyors 8 Mappers Drawn By: RMLicensedBusinessNo. 7276 Rev. Date: 302 Live Oaks Boulevard Field By: ME/CR William F. Menord Rev. FOUNDATION Date: 1/21/19 Coeeelberry, Florida 32707 Scale: 1" = 30 Professional Surveyor & Mapper P. (407) 647-7345 Survey6HLSM.US F. (407) 982-7166 Florida Registration #5625 Revision tCommentsResponse City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # - 6 d00 Submittal Date Project Address:1 Contact: 1 1 G Ph: 4 U J - 0 , 1 - Ll 1 J ( Fax: Email: Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water General description of revision: S () k-., -,- 0—f C),- I- "-N I i z, s e,', ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention Building