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HomeMy WebLinkAbout409 W 19 St 18-2472 Energy Calcs New SFHCOUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100007 BUILDING APPLICATION #: 18-10000742 BUILDING PERMIT NUMBER: 18-10000742 UNIT ADDRESS: 19TH STREET W 409 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: SUBDIVISION: PLAT BOOK: PLAT BOOK PAGE: OWNER NAME: ADDRESS: APPLICANT NAME: NSP HOLDINGS LLC ADDRESS: 8241 VIA BONITA SANFORD LAND USE: SINGLE FAMILY RESIDENCE ocp, / S 2,6 )_1 DATE: August 27, 2018 36-19-30-506-0000-1070 PARCEL: TRACT: BLOCK: LOT: FL 32771 TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 409 W 19TH STREET / SANFORD HEIGHTS / SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUETYPE---- -- -DIST SCHED -- RATEUNITS TYPE ROADS -ARTERIALS CC -WIDE ORD Single Family Housing 705.00 1.000 dwl unitROADS -COLLECTORS 705.00N/A Single Family Housing .00 1.000 dwl unitFIRERESCUEN/A 00 LIBRARY CO -WIDE ORD 00 Single Family Housing 54.00 1.000 dwl unit 54.00SCHOOLSCO -WIDE ORD Single Family Housing 91000.00 1.000 dwl unit 9,000.00PARKSN/A LAW ENFORCE N/A 00 DRAINAGE N/A 00 00 AMOUNT DUE 9,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THESEMINOLECOUNTYROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT, PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES p 1 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 COUNTY OR 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 THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE A& Ar Job Address: W. 19th Street Building & Fire Prevention Division MAY 3 a 20ila PERMIT APPLICATION 7sApplicationNo: / r v q / d, Documented Construction Value: S 2 0 G Historic District: Yes No Parcel ID: 36-19-30-506-0000-1070 Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: New Single Family Construction Plan Review Contact Person: Zachary Miller Phone: 407-222-0692 Fax: 407-264-6284 Title: Owner Email: millerconstruction@cfl.rr.com Property Owner Information Name NSP Holdings LLC Phone: 407-222-0692 Street: 8241 Via Bonita St. City, State Zip: Sanford, FL 32771 Resident of property? : No Contractor Information Name Miller Construction Services LLC Phone: 407-792-3955 Street: 8241 Via Bonita St. City, State Zip: Sanford, FL 32771 Name: Street: City, St, Zip: Bonding Company: Address: Fax: 407-264-6284 State License No.: CBC1251569 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6'1'/Edition (2017) Florida Building Code Revised: January I, 2018 t Permit ic s+ 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 constructiPn and zoning. of Print Date LK s gnature of lignaureotary-State a onda Date PATRtCM CASWItM MYCOMMISSION 0 FF224ft EXPIRES May 07, 2019 FI]i} wn tMe or Produced ID Type of ID Date Signa tu of Notary-Stak4f,Fforida Date PATRIWA CASSERM MY COMMISSION 0 FF22640 EXPIRES May 07,20% FkmdallowfSsmca.cmr Contractor/Agent is Personally Known toA or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Rr Electrical X Mechanical R1 Plumbinge Gas Roof Construction Type: N% Occupancy Use: jZ'3 Flood Zone: _ Total Sq Ft of Bldg: U 1-7 Min. Occupancy Load: 1 \ # of Stories:_1 New Construction: Electric - # of Amps 1 So. Plumbing - # of Fixtures - V'S Fire Sprinkler Permit: Yes No [Y # of Heads s¢ -fid APPROVALS: ZONING: G q- IV UTILITIES: COMMENTS ENGINEERING: FIRE: Ok to construct single family home with setbacks and impervious area shown on plan. Sc j eolale Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: January I, 2018 Permit Application THIS INSTRUMENT PREPARED BY: Name: Miller Construction Services Address: 8241 Via Bonita St. Sanford. FL 32771 NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit Number: Parcel ID Number: 1112111111 25111 stile lilt:[ [1131[[ Ishii fill fill GRANT NALOY? 3ENINGLE COUNTY CLERK OF CIRCUIT COURT & COPIFTROLLER BK 9159 F's 1332 (1Pss) CLERK'S 4 2018072859 RECORDED 06/25/2018 02:28 n 31 PM RECORDING FEES $10.00 RECORDED BY hdevore 36-19-30-506-0000-1050 The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. GENERAL DESCRIPTION OF IMPROVEMENT: NEW SINGLE FAMILY HOME OWNER INFORMATION: Name: NSP HOLDINGS Address: 8241 Via Bonita St. Sanford, FL 32771 Fee Simple Title Holder (if other than owner) Name:_ CONTRACTOR: Name: MILLER CONSTRUCTION SERVICES Address: 8241 Via Bonita St. Sanford, FL 32771 Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: In addition to himself, Owner Designates To receive a copy of the Lienor's Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date Is 1 year from date of recording unless a different date Is specified) WARNING TO' OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST 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 perju , de are that 1 have read the foregoing and that the facts stated in it are true to the bytoUyk-n w dge d belief. co G; ers Signature Owners Printed Name Florida S tute 713.13(1)(g):The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead' Y State of r { LCF- 1 1 County of SZ'M 1 nc)ie o ^` LuL• The foregoing instrument was acknowledged before me this h" day of 20 by ZaC., l Cwt.,/ / + t. l iter Who Is personally known to me Name person making statement OR who has produced Identification type of identification produced: ;i v t— c. y•t" L'r PATRiICIAc ACASSERViK. ` f z e MY COMMIMN tf FF228469 z > Notary Signature v v q EXPIRES May 07. 2019 O,,Sr+7-0'L3 fMr,WeAlouySarwc.wrr' CITY OF SA 40R-D FIRE 00ARTMEN"1 Ac(A Job Address: W. 19th Street Building & Fire Prevention Division g PERMIT APPLICATIONMA1{ 0J LU, Ll -7 Application No: Documented Construction Value: $ 160,000 Historic District: Yes NoF.4 Parcel ID: 36-19-30-506-0000-1070 Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: New Single Family Construction Plan Review Contact Person: Zachary Miller Title: Owner Phone: 407-222-0692 Fax: 407-264-6284 Email: millerconstruction@cfl.rr.com Property Owner Information - Name NSP Holdings LLC Phone: 407-222-0692 Street: 8241 Via Bonita St. Resident of property? : No City, State Zip: Sanford, FL 32771 Contractor Information Name Miller Construction Services LLC Phone: 407-792-3955 Street: 8241 Via Bonita St. Fax: 407-264-6284 City, State Zip: Sanford, FL 32771 State License No.: CBC1251569 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 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 Revised: January I, 2018 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may b 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 constructipn and zoning. K Date S gnatun Print Signature of otary-StatOorida Date PATRW.4A CASSERYIK MY COMMISSION * FF228469 EXPIRES May 0-r. 2019 Own F$?wn t Me or Produced ID Type of ID C:) -Y- 15 Date Signatuk of Notary-StalepMorida Date 4i" L PATRIM CASSERVN( MY COMMISSION 8 FF22NO EXPIRES May 07.2019 4i. 3Yq-C-!,^ FkfxtallonySenrce.car Contractor/Agent is Personally Known to1A or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES WASTE WATER: FIRE: BUILDING: Revised: January 1, 2018 Permit Application OF 1. Revision Response to Comments City of Sanford Building & Fire Prevention Division JUL 12 2018 Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # Project Address: Contact: 2AA ML'wu--a. Ph:' Submittal Date Email:*VV-k,6Y- C.t VhX—C1 ViJ/d CFG rT• C'"^' Trades encompassed in revision: Geeneral description of revision: wilding C - Plumbing C v l` S Electrical Mechanical Life Safety Waste Water ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention Building Pr FURl CITY OF U SkNFORD BUILDING DIVISION PLAN REVIEW COMMENTS Application Number: 18-2472 Date: 07.10.2018 Project Description: New SFR Contact Name: Zachary Miller Job Address: 409 W 19" Street Contact Email: millerconstruction(d,)cfl.rr.com This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to FBC Chapter I are as amended by City of Sanford ordinance viewable on our website at www.sanfordfl-gov. Provide two copies of affected plan sheets and/or supplemental information as requested Permit submittals will not be accepted without two copies. COMMENTS: 1. The Florida Product Approval and corresponding manufacturer installation instructions need to be printed out — two (2) copies of each are required to be submitted. FBC 107 2. The Energy Calculations submitted are for a different house. Please submit two (2) copies of Energy Calculations for the home being built. Calc's must list Sanford as the Permit Office, 691500 as the Jurisdiction, and be signed by the Owner/Agent & Prepared By. FBC 107 3. Please submit two (2) copies of an HVAC duct layout FBC 107 Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Office meetings with the plans examiner to discuss comments will require an appointment, arranged by phone or email prior to arrival. Respectfully, Steve Fiorey, CBO Deputy Building Official 5/30/2018 3' SCPA Parcel View: 36-19-30-506-0000-1070 Property Record Card Parcel: 36-19-30-506-0000-1070 Property Address: W 19TH ST SANFORD, FL 32771 Legal Description LOT 107 + W5 FTOF LOT 108 SANFORD HEIGHTS Value Summary 1.11.1.. 2018 Working i 2017 Certified Values Values Valuation Method Cost/Market Cost/Market Number of Buildings 0 0 Depreciated Bldg Value Depreciated EXFT Value Land Value (Market) $16,995 15,579 Land Value Ag Just/Market Value $16,995 15,579 Portability Adl Exempt Values i Save Our Homes Adj $0 0 i Amendment 1 Ad1 $0 1,246 P&G Adl $0 0 Assessed Value $16,995 14 333 mm Tax Amount without SOH: $281.10 2017 Tax Bill Amount $281.10 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments PB 2 PG 63 1 1111. Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 16,995: 0 16,995 Schools 1.1...........11 16,995 0 16,995 E City Sanford 16,995 0 11.11. 16,995 SJWNV1(Saint Johns Water Management) 1111 1111. . 1111. 1111 33 16,995 1,111 0 16,995 , County Bonds 16,995 0 a_....._ ......... ............................................................ 16,995 Sales 3 Description 1111... .. i Date Book g - -- Pae Amount Qualified Vac/ImP WARRANTY DEED 5/1/2017 08911 0372 30,000 Yes Vacant QUIT CLAIM DEED 1/112004 05173 1014 100 j No Vacant QUIT CLAIM DEED 12/1/2001 04243 1106 100 i No Vacanti QUIT CLAIM DEED 9/1/1998 03512 1.1.1.1__ _ 1526 100 No Vacant WARRANTY DEED T._._.......-.......__...._...__....___......__........_..._..i._......— 1/1/1977 01132 1 1671 100 , No 3 Vacant i Rksd Ca mpamWa Sales Land Method f Frontage Depth Units Units Price Land Value ( , L__.__..___........_........ _. _..__..___.__.........._-. FRONT FOOT &DEPTH 55.00 154.00! 0 $300.00 s $16,995 Building Information http://parr-eldetaii.scpafl.org/Parr-eiDetailinfo.aspx?PID=36193050600001070 v 1/2 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: C)- ' ( b I hereby name and appoint: -2.k*g an agent of: X'Tjuy-- C) Name of Company) J% to be my lawful attorney-in-fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): The specific permit and application for work located at: Street Address) Expiration Date for This Limited Power of Attorney: 6 1 License Holder Name: State License Number: Signature of License H STATE OF FLORIDA COUNTY OF The foregoing instrume t was acknowledged before me this 200, by to me or who has produced identification and who did (4 Notary Seal) PATRIM uAc CA&URM e469 EXPIRES AAsy 07, 20194c. ,iye c • s. fbWMaN"y5&%VQ CQ r Rev. 08.12) not) take 3. Print or type name 34) day of '—, who isk—personally known Notary Public - State of F(. Commission No. CE 22b gcew My Commission Expires: -7- t'l as REQUIRED INSPECTION SEQUENCE WP41 I C _ --) 4-1 —r 1 t BQ'yDi].dY1LRt 1En1GJf&I QI Min Max Insaction I<Descri tion Footer / Setback Stemwall O Foundation / Form Board- Survey Slab / Mono Slab Pre our J Lintel / Tie Beam / Fill / Down Cell 3 o Sheathing— Walls - Sheathing — Roof p Roof Dry In Frame p Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock 0 Lath Inspection Final Solar a Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen.Room Final. Pool Screen Enclosure Mobile Home Building Final Pre -Demo Final Demo cap Final Single Family Residence Final. Building (Other) REVISED: June 2014 Address: Min Max. Insipection IDescri2tion oma sem® Electric. Underground O Footer /'Slab Steel Bond Zo Electric Rough T.U.G. Pre -Power Final Electric Final Min Max- Ins ection ]IDescril2tion ^ Mechanical Rough Mechanical Final Minn Marc rms. ectionn.IlDescrn tion { Gas Underground Gas Rough Gas Final J 1UK0 0 N011N 11N;0N/ Q0 B Q Q 00 0U0Q Ny 0NU0 U0 0 INSTRUMENT PREPARED BY: Name: Miller Construction Services ' GRANT MALOY, SEMINOLE COUNTY Address:—8241 Via Bonita St. CLERK OF CIRCUIT COURT & Sanford. FIL 32771 COMPTROLLER BK 9159 Ps 1834 (1Pys) CLERK'S It 2018072861 NOTICE OF COMMENCEMENT RECORDED 06/25/2018 02:28:31 PM RECORDING FEES $10.00 State ofP|m dm RECORDED BY hdevure County ofSeminole 10 Permit Number. Ponue||oNumber: 36-19-30-506-0000-1060 The undersigned hereby gives notice that improvement will be made to certain mo| pmporty, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION opPROPERTY: Lot 106 SANFORD HEIGHTS PB 2 PG 63 GENERAL DESCRIPTION grIMPROVEMENT: NEW SINGLE FAMILY HOME OWNER INFORMATION: NSP HOLDINGS Address: 8241 Via Bonita St. Sanford, FL 32771 Fee Simple Title Holder (if other than owner) Name: xuurovo: oomTnAcToe Name: MILLER CONSTRUCTION SERVICES Address: 8241 Via Bonita St. Sanford, FL 32771 s within the State ".Florida Designated Owner upon whom notice orother documents may ueserved ooproviueuuvSection r1o.1o<1>(b).Florida Statutes. Name: Address: maddition mhimself, Owner Designates of ryreceive acopy o,the uonoryNotice eoProvided in Section r1o.1n(1)(o).Florida Statutes. Expiration Date nvNotice p,Commencement (The expiration date Is1year from date prrecording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 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 p 'ury, I d ar that I have read the foregoing and that the facts stated in it are true to the ~~"`= Wled e nd elief. cx:) c=3 Opne4wWature Owner's Printed Name Florida Sta 11W)(g): The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead.* State of umx ZE The foregoing instrument was acknowledged before methis day of by Who is personally known to me Nam"person making statement OR who has produced identificationE] type of identification produced: LU C, Revision ET Response to Comments Permit # CJ — City of Sanford Building & Fire Prevention Division OCT 0 2018 Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Submittal Date IdIWl Project Address: Lloq- ll 41 61 Contact: er-t (.4- Ph: d %" l 2 Fax: Email: i ( 5'f ru (J/,)4 &C -P. rr _ ol'l Trades encompassed in revision: General description of revision: Buildings Plumbing Electrical Mechanical Life Safety Waste Water ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention 0 Building (0. ZZ-tg RECORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method 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). Compliance with a proposed duct leakage Qn requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.030 Qn for whole house. 6/28/2018 4:48 PM EnergyGauge® USA Section R405.4.1 Comp l o are10t4 Pagel of 4 Project Name: Cascadia Builder Name: Miller Construction Services s G) Street: 105 19th Street Permit Office: City of Sanford'qAl City, State, Zip: Sanford , FL , Permit Number. (S-P(41 O O,Q,} Owner: Miller Construction Services Jurisdiction: 691500 Design Location: FL, Orlando County: Seminole (Florida Climate Zone 2) 1. New construction or existing New (From Plans) 9. Wall Types (1304.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1116.00 ft2 b. Frame - Wood, Adjacent R=13.0 188.00 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 10. Ceiling Types (1495.0 sgft.) Insulation Area 5. Is this a worst case? No a. Roof Deck (Unvented) R=20.0 1495.00 ft2 6. Conditioned floor area above grade (ft2) 1495 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. R= ft2 11. Ducts R ft2 7. Windows(203.3 sgft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 299 a. U -Factor: Dbl, U=0.34 203.33 ft2 SHGC: SHGC=0.29 b. U -Factor: N/A ft2 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 23.2 SEER:14.00 c. U -Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U -Factor: N/A ft2 a. Electric Heat Pump 23.2 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: 0.290 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1495.0 sgft.) Insulation Area EF: 0.920 a. Slab -On -Grade Edge Insulation R=0.0 1495.00 ft2 b. Conservation features b. N/A R= ft2 None c. N/A R= ft2 15. Credits Pstat Total Proposed Modified Loads: 46.22 Glass/Floor Area: 0.136 PASS Total Baseline Loads: 46.38 F1 7 7SS I hereby certify that the plans and specifications covered by Review of the plans and 0 S ST•g t this calculation are in compliance with the Florida Energy specifications covered by this O Code.calculation A / ^ Digitlly signed by Luis Morales indicates compliance pLuistv O I C Date:azols.06.2816s1:22-o4'00' with the Florida Energy Code. ti PREPARED BY: Before construction is completed Vol DATE: ____ _ -- __ __ _-__ __- - __-_ this building will be inspected for 0 a compliance with Section 553.908 I hereby that this building, designed, i Florida Statutes. certify as s compliance CODwiththeFloridaEnergyCodd_ WE OWNER/AGENT: ___ - -. _ - BUILDING OFFICIAL: DATE: _ -___ ___ - DATE: _ 40 -7 -- 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). Compliance with a proposed duct leakage Qn requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.030 Qn for whole house. 6/28/2018 4:48 PM EnergyGauge® USA Section R405.4.1 Comp l o are10t4 Pagel of 4 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT 6/28/2018 4:48 PM EnergyGauge® USA Section R405.4.1 Compliant Software Page 2 of 4 PROJECT Title: Cascadia Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 1495 Lot # Owner Name: Miller Construction Services Total Stories: 1 Block/Subdivision: of Units: 1 Worst Case: No PlatBook: Builder Name: Miller Construction Services Rotate Angle: 0 Street: 105 19th Street Permit Office: City of Sanford Cross Ventilation: No County: Seminole Jurisdiction: 691500 Whole House Fan: No City, State, Zip: Sanford , Family Type: Single-family FL , New/Existing: 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, Orlando FL_ORLANDO_INTL_AR 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Block1 1495 11960 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1495 11960 Yes 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R -Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 139.5 ft 1495 ft2 0.29 0 0.71 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 1541 ft2 0 ft2 Dark 0.6 N 0.6 No 20 14 ATTIC IRCCV # Type Ventilation Vent Ratio (1 in) Area RBS 1 Full attic Unvented 0 1495 ft2 N N CEILING Ceiling Type Space R -Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Unvented) Main 0.01 Blown 1495 ft2 0.1 Wood 6/28/2018 4:48 PM EnergyGauge® USA Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT 6/28/2018 4:48 PM EnergyGauge® USA Section R405.4.1 Compliant Software Page 3 of 4 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Ornt o__ -Wall -Type-__ _ _ __ Space R_V_alue Ft __In Ft In--Area__-3--Value-Fraction-Absor. Grade%o _ 1 N Exterior Concrete Block - Int Insul Main 4.1 40 0 8 0 320.0 ft2 0 0 0.6 0 2 E Exterior Concrete Block - Int Insul Main 4.1 38 6 8 0 308.0 ft2 0 0 0.6 0 3 S Exterior Concrete Block - Int Insul Main 4.1 19 6 8 0 156.0 ft2 0 0 0.6 0 4 W Exterior Concrete Block - Int Insul Main 4.1 41 6 8 0 332.0 ft2 0 0 0.6 0 5 Garage Frame - Wood Main 13 23 6 8 0 188.0 ft2 0 0.25 0.6 0 DOORS Ornt Door Type Space Storms U -Value Width Height Area Ft In Ft In 1 W Insulated Main None 6 3 6 8 20 ft2 2 Wood Main None 6 3 6 8 20 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang Ornt ID Frame Panes NFRC U -Factor SHGC Imp Area Depth Separation Int Shade Screening 1 N 1 Metal Low -E Double Yes 0.34 0.29 N 23.3 ft2 1 ft0 in 1 ft0 in Drapes/blinds None 2 N 1 Metal Low -E Double Yes 0.34 0.29 N 60.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 3 E 2 Metal Low -E Double Yes 0.34 0.29 N 30.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 4 S 3 Metal Low -E Double Yes 0.34 0.29 N 30.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 5 W 4 Metal Low -E Double Yes 0.34 0.29 N 60.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 460 ft2 460 ft2 64 ft 8 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000356 1395.3 76.6 144.06 .2578 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.2 23.2 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 14 23.2 kBtu/hr 696 cfm 0.75 1 sys#1 6/28/2018 4:48 PM EnergyGauge® USA Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT Name: Rating Compant: Signature: Date: 6/28/2018 4:48 PM EnergyGauge® USA Section R405.4.1 Compliant Software Page 4 of 4 HOT WATER SYSTEM System Type_ SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.92 50 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model Area Volume FEF None None ft2 DUCTS Supply ---- Return ---- Air CFM 25 CFM25 HVAC # V # Location R -Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 299 ftz Attic 74.75 ft Proposed Qn Main cfm 44.8 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling[ ] Jan Feb [ ]Mar Jan A r Ma X Jun X Jul Aug Se j Oct Nov Dec HeatinFeb fX] Mar Apr ay Jun Jul AuIMrj Seprj Oct Nov Dec Ventin [ ] Jan Feb X Mar l Apr Ma Jun Jul Augl Sep X] Oct X Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System Runtime Vent 25 0 0 0 1 - Electric Heat Pum 1 -Central Unit MASS Mass Type Area Thickness Furniture Fraction Space Default(8 lbs/s .ft. 0 ft' 0 ft 0.3 Main Name: Rating Compant: Signature: Date: 6/28/2018 4:48 PM EnergyGauge® USA Section R405.4.1 Compliant Software Page 4 of 4 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 105 19th Street Permit Number: Sanford , FL MANDATORY REQUIREMENTS See individual code sections for full details. 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 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 presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed 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 R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal enveld* 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. R402.4.1.1 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 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 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 ANSI/RESNET/ICC 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 85 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 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 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. Ej R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting 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. R402.4.3 Fenestration air leakagdlVindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 L/s/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 L/s/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 6/28/2018 4:49 PM EnergyGauge® USA - FBC 6th Edition (2017) Compliant Software Page 1 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 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 continuous 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 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall 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. 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. 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 ANSI/RESNET/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)0, (g) or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3. 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 airflow rate when tested in accordance with ASHRAE 193. R403.3.3 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 manuf. 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 sealed 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. 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. DR403.4 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. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shallEJ 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. 6/28/2018 4:49 PM EnergyGauge® USA - FBC 6th Edition (2017) Compliant Software Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) 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 % 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). 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 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 permit the energy supplied to the main burner(s) of combustion types of service water -heating systems to be turned off. 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 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 shall be tested in accordance 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: 1. 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. 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. EJ shall 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 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-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) 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 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 shall 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 CFM/WATT) AIRFLOW RATE MAXIMUM CFM) Range hoods Any 2.8 cfm/watt Any In-line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/watt 90 Bathroom, utility room 90 2.8 cfm/watt Any For SI: 1 cfm = 28.3 L/min. a. When tested in accordance with HVI Standard 916 6/28/2018 4:49 PM EnergyGauge® USA - 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 thanF-1 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 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 wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multiple -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 by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times 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 with 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 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 dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (10°C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.8°C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 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 part 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 in addition to a circuit breaker for the power to the heater. Gas-fired heaters shall 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 shall be installed for heaters and pump motors. Heaters and pump motors that have built-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 swimming 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 oil -fired pool and spa heaters shall have a minimum thermal 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 shall not have continuously burning pilot lights. 6/28/2018 4:49 PM EnergyGauge® USA - FBC 6th Edition (2017) Compliant Software Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 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. R403.11 Portable spas (MandatotYl e energy consumption of electric -powered portable spas shall be controlled by the 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 lamps. Exception: Low -voltage lighting. R404.1.1 Lighting equipment (Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights. 6/28/2018 4:49 PM EnergyGauge® USA - FBC 6th Edition (2017) Compliant Software Page 5 of 5 2017 EPL DISPLAY CARD ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 100 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. Single-family b) Return ducts R 6.0 c) AHU location Attic/Attic 3. No. of units (if multiple -family) 3. 1 4. Number of bedrooms 4. 3 13. Cooling system: Capacity 23.2 a) Split system SEER 14.0 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. ft.) 6. 1495 d) Room unit/PTAC EER e) Other 7. Windows, type and area a) U -factor: (weighted average) 7a. 0.340 b) Solar Heat Gain Coefficient (SHGC) 7b. 0.290 14. Heating system: Capacity 23.2 c) Area 7c. 203.3 a) Split system heat pump HSPF 8.2 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 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 0.92 b) Gas fired, natural gas EF 10. Wall type and insulation: c) Gas fired, LPG EF A. Exterior: d) Solar system with tank EF 1. Wood frame (Insulation R -value) 10A1. e) Dedicated heat pump with tank EF 2. Masonry (Insulation R -value) 10A2. 4.1 f) Heat recovery unit HeatRec% B. Adjacent: g) Other 1. Wood frame (Insulation R -value) 10B1. 13.0 2. Masonry (Insulation R -value) 10B2. 16. HVAC credits claimed (Performance Method) 11. Ceiling type and insulation level a) Ceiling fans a) Under attic 11 a. 0.0 b) Cross ventilation No b) Single assembly 11 b. 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: Address of New Home: 105 19th Street City/FL Zip: Sanford, FL 6/28/2018 4:49:15 PM EnergyGauge® USA 6.0.02 - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 wrightsoft, Project Summary House One Stop Cooling and Heating 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneStopCooling.com License: CAC032444 For: Miller Construction Services 10519th Street, Sanford, FL Notes: Job: 105 19th Street Date: 06/28/2018 By: XF/LM Heating Equipment Summary Make Goodman Mfg. Trade GOODMAN; JANITROL;AMANA DISTI... Model GSZ140241 K AHRI ref 7995055 Efficiency 8.2 HSPF Heating input Heating output 23200 Weather: Orlando Intl AP, FL, US Temperature rise 27 F Winter Design Conditions cfm Summer Design Conditions cfm/Btuh Outside db 42 F Outside db 92 F Inside db 68 F Inside db 74 F Design TD 26 F Design TD 18 F Daily range M Relative humidity 50 Moisture difference 49 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 15801 Btuh Structure 13476 Btuh Ducts 2314 Btuh Ducts 1527 Btuh Central vent (25 cfm) 721 Btuh Central vent (25 cfm) 508 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 18836 Btuh Use manufacturer's data n Rate/swing multiplier 0.97 Infiltration Equipment sensible load 15108 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 2312 Btuh Ducts 608 Btuh Central vent (25 cfm) 832 Btuh Heating Cooling Outside air Area (ft) 1493 1493 Equipment latent load 3752 Btuh Volume (ft') 11946 11946 Air changes/hour 0.55 0.23 Equipment Total Load (Sen+Lat) 18860 Btuh Equiv. AVF (cfm) 110 46 Req. total capacity at 0.75 SHR 1.7 ton Heating Equipment Summary Make Goodman Mfg. Trade GOODMAN; JANITROL;AMANA DISTI... Model GSZ140241 K AHRI ref 7995055 Efficiency 8.2 HSPF Heating input Heating output 23200 Btuh @ 47°F Temperature rise 27 F Actual airflow 773 cfm Airflowfactor 0.043 cfm/Btuh Static pressure 0.50 in H2O Space thermostat Capacity balance point = 37 °F Backup: Input = 0 kW, Output= 0 Btuh, 100 AFUE Cooling Equipment Summary Make Goodman Mfg. Trade GOODMAN; MI. DISTI... Cond GSZ140241 K Coil ARUF25B14A AHRI ref 7995055 Efficiency 11.5 EER, 14 SEER Sensible cooling 17400 Btuh Latentcooling 5800 Btuh Total cooling 23200 Btuh Actual airflow 773 cfm Air flow factor 0.052 cfm/Btuh Static pressure 0.50 in H2O Load sensible heat ratio 0.81 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. d-wrighti cft- 2018 -Jun -2816:34:14 A- Right-Suite®Universal 2018 18.020 RSU16793 Page 1 Services\Cascadia\10519th Street\Cascadia.rup Calc= MJ8 House faces: N wrightsoft• Right -J® Worksheet House One Stop Cooling and Heating Job: 10519th Street Date: 06/28/2018 By: XF/LM 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 -6920 Fax: (407) 629 - 9307 Web: vwowOneStopCooling.com License: CAC032444 1 Room name House BED2 2 Exposed wall 139.5 ft 13.0 It 3 Room height 8.0 ft d 8.0 ft heat/cool 4 Room dimensions 11.0 x 13.0 ft 5 Room area 1493.3 fF 143.0 ft Ty Construction U -value Or HTM Area (i8) Load Area (ft') Load number BtuM2 °F) Btuh/ft') or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V+/ 13A -4s 0.143 n 3.73 2.90 320 237 884 686 0 0 0 0 CC 4A5 -20m 0.340 n 8.87 10.59 23 0 202 241 0 0 0 0 I; 4A5-2om 0.340 n 8.87 10.59 60 0 535 638 0 0 0 0 V" 13A-4ocs 0.143 e 3.73 2.90 308 278 1038 805 104 89 332 258 11 t G 4A5-2om 0.340 a 8.87 29.09 30 0 266 873 15 0 133 436 13A-4ocs 0.143 s 3.73 2.90 156 126 470 365 0 0 0 0 4A5-2om 0.340 s 8.87 10.76 30 53 266 323 0 0 0 0 V)/ 13A -flocs 0.143 w 3.73 2.90 332 252 939 729 0 0 0 0 4A5-2om 0.340 w 8.87 29.09 60 0 535 1754 0 0 0 0 pG 11J0 0.600 w 15.66 18.87 20 20 315 379 0 0 0 0 Fj 12C-Osw 0.091 2.38 1.51 188 168 399 253 88 88 209 133 D MID 0.600 n 15.66 18.87 20 20 315 379 0 0 0 0 C 16X19-Oad 0.408 1.48 1.63 1493 1493 2206 2439 143 143 211 234 F 22A-tpm 1.180 30.80 0.00 1493 140 4296 0 143 13 400 0 6 c)AED excursion 68 50 Envelope loss/gain 12666 9933 1286 1111 12 a) Infiltration 3135 923 292 86 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 1 230 Applianceslother 1700 0 Subtotal (lines 6 to 13) 15801 13476 1578 1427 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 15801 13476 1578 1427 15 Ductloads 115%111% 2314 1527 15% 11% 231 162 Total room load 18115 15003 1809 1588 Air required (dm) 773 773 77 82 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. tic wrlgFttsoft" 2018 -Jun -2816:34:14 i4C. «, _ . _., r Right -Suite® Universal 2018 18.0.20 RSU16793 Page 1 Services\Cascadia\105 19th Street\Cascadia.rup Calc= MJ8 House faces: N LL wrightsoft Right -M Worksheet House One Stop Cooling and Heating Job: 105 19th Street Date: 06/28/2018 By: XF/LM 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 -6920 Fax: (407) 629 - 9307 Web: www.OneStopCooling.com License: CAC032444 1 Room name LNDY MBTH 2 Exposed wall 0 ft 6.5 ft 3 Room height 8.0 ft heat/oDol 8.0 ft heat/000l 4 Room dimensions 6.0 x 7.0 ft 6.5 x 7.5 ft 5 Room area 42.0 ft' 48.8 fF Ty Construction U -value Or HTM Area (ttz) Load Area (fl) Load number Btuh/fl? °F) BtuhAF) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VU 13A-4ocs 0.143 n 3.73 2.90 0 0 0 0 0 0 0 0 4A5 -20m 0.340 n 8.87 10.59 0 0 0 0 0 0 0 0C 4A5-2om 0.340 n 8.87 10.59 0 0 0 0 0 0 0 0 V JVL 13A-4ocs 0.143 e 3.73 2.90 0 0 0 0 0 0 0 0 11 G 4A5-2om 0.340 a 8.87 29.09 0 0 0 0 0 0 0 0 yJ 13A -flocs 0.143 s 3.73 2.90 0 0 0 0 52 52 194 151 t -G 4A5-2om 0.340 s 8.87 10.76 0 0 0 0 0 0 0 0 VLi13A-4ocs 0.143 w 3.73 2.90 0 0 0 0 0 0 0 0 4A5-2om 0.340 w 8.87 29.09 0 0 0 0 0 0 0 0 11J0 0.600 w 15.66 18.87 0 0 0 0 0 0 0 0 R 12C-0sw 0.091 2.38 1.51 48 48 114 72 4 4 10 6 D 11J0 0.600 n 15.66 18.87 0 0 0 0 0 0 0 0 C 16X19-0ad 0.408 1.48 1.63 42 42 62 69 49 49 72 80 F 22A-tpm 1.180 30.80 0.00 42 0 0 0 49 7 200 0 6 c)AED excursion 46 20 Envelope losstgain 176 95 476 216 12 a) Infiltration 0 0 146 43 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Applianoestother 500 0 Subtotal (lines 6 to 13) 176 595 622 259 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 176 595 622 259 15 Ductloads 15% 11% 26 67 15% 11% 91 29 Total room load 202 663 713 289 Air required (dim) 9 34 30 15 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoft 2018 -Jun -2816:34:14 v• •• -••- - RightSuite®Universal 201818.0.20RSU16793 Paget Services\Cascadia\10519th Street\Cascadia.rup Calc= MJ8 House faces: N F wrightsoft• Right -J® Worksheet House One Stop Cooling and Heating Job: 105 19th Street Date: 06/28/2018 By: XF/LM 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 -6920 Fax: (407) 629 - 9307 Web: www.OneStopCooling.com License: CAC032444 1 Room name BTH2 T012 2 Exposed wall O ft O ft 3 Room height 8.0 ft heal/000l 8.0 ft heaV000l 4 Room dimensions 7.0 x 6.0 ft 5.5 x 6.0 ft 5 Room area 42.0 ft' 33.0 ft2 Ty Construction U -value Or HTM Area (ft) Load Area O) Load number Btuh/ft? °F) Btuhtft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V)! 13A-4ocs 0.143 n 3.73 2.90 0 0 0 0 0 0 0 0 4A5-2om 0.340 n 8.87 10.59 0 0 0 0 0 0 0 0 4A5-2om 0.340 n 8.87 10.59 0 0 0 0 0 0 0 0 V+J 13A-4ocs 0.143 a 3.73 2.90 0 0 0 0 0 0 0 0 11 T -G 4A5-2om 0.340 e 8.87 29.09 0 0 0 0 0 0 0 0 13A -4o cs 0.143 s 3.73 2.90 0 0 0 0 0 0 0 0T ---G 4A5-2om 0.340 s 8.87 10.76 0 0 0 0 0 0 0 0 13A4om 0.143 w 3.73 2.90 0 0 0 0 0 0 0 0 4A5-2om 0.340 w 8.87 29.09 0 0 0 0 0 0 0 0 11J0 0.600 w 15.66 18.87 0 0 0 0 0 0 0 0 R 12C-0sw 0.091 2.38 1.51 0 0 0 0 0 0 0 0 D 11J0 0.600 n 15.66 18.87 0 0 0 0 0 0 0 0 C 16X19-0ad 0.408 1.48 1.63 42 42 62 69 33 33 49 54 F 22A-tpm 1.180 30.80 0.00 42 0 0 0 33 0 0 0 6 c)AED excursion 5 4 Envelope losstgain 62 64 49 50 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Applianoestother 0 0 Subtotal (lines 6 to 13) 62 64 49 50 Less external load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 62 64 49 50 15 Dud loads 15% 11%1 9 7 15% 11% 7 6 Total room load 71 71 56 56 Air required (clm) 3 4 2 3 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrigf tsoft' 2018 -Jun -2816:34:14 M --••- Right-Suite®Universal 2018 18.0.20 RSU16793 Page 3ACh` ... Services\Cascadia\10519th Street\Cascadia.rup Calc= MJ8 House faces: N wrightsoft° Right -J® Worksheet House One Stop Cooling and Heating Job: 105 19th Street Date: 06/28/2018 By: XF/LM 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 -6920 Fax: (407) 629 - 9307 Web: wwwOneStopCooling.com License: CAC032444 1 Room name MBED BED3 2 Exposed wal I 31.5 ft 26.0 ft 3 Room height 8.0 ft heaU000l 8.0 ft heat/cool 4 Room dimensions 1.0 x 219.3 ft 11.0 x 15.0 ft 5 Room area 219.3 fF 165.0 ft2 Ty Construction U -value Or HTM Area (ft) Load Area (ft) Load number Btuhffl °F) Btuht) or perimeter (ft) Btuh) or perimeter (ft) Bbih) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VIJ- j 13A-4ocs 0.143 n 3.73 2.90 0 0 0 0 88 88 328 255 4A5-2om 0.340 n 8.87 10.59 0 0 0 0 0 0 0 0 4A5-2om 0.340 n 8.87 10.59 0 0 0 0 0 0 0 0 W 13A4ocs 0.143 e 3.73 2.90 0 0 0 0 120 105 392 304 11 I G 4A5-2om 0.340 a 8.87 29.09 0 0 0 0 15 0 133 436 V J 13A-4ocs 0.143 s 3.73 2.90 104 74 276 214 0 0 0 0 L --G 4A5-2om 0.340 s 8.87 10.76 30 26 266 323 0 0 0 0 W 13A-4ocs 0.143 w 3.73 2.90 148 148 552 429 0 0 0 0 4A5 -20m 0.340 w 8.87 29.09 0 0 0 0 0 0 0 0 11.10 0.600 w 15.66 18.87 0 0 0 0 0 0 0 0 R 12C-Osw 0.091 2.38 1.51 0 0 0 0 0 0 0 0 t- D 11 JO 0.600 n 15.66 18.87 0 0 0 0 0 0 0 0 C 16X1 "ad 0.408 1.48 1.63 219 219 324 358 165 165 244 270 F 22A-tpm 1.180 30.80 0.00 219 32 970 0 165 26 801 0 6 c)AED excursion 114 30 Envelope loss/gain 2389 1210 1898 1294 12 a) Infiltration 708 208 584 172 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 1 230 Appliances/other 10 0 Subtotal (lines 6 to 13) 3097 1879 2482 1697 Less external load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3097 1879 2482 1697 15 Ductloads 1 15% 11% 454 213 15% 11% 364 192 Total room load 3550 2092 2846 1889 Air required (dm) 152 108 121 97 Calculations approved bvACCA to meet all requirements of Manual J 8th Ed wrigF ttsof[- 2018 -Jun -2816:34:14 w --. - Right -Suite® Universal 2018 18.0.20 RSU16793 Page 4 CC P` ... Services\Cascadia\105 19th Street\Cascadia.rup Calc= MJ8 House faces: N F wrightsoft' Right -J® Worksheet House One Stop Cooling and Heating Job: 105 19th Street Date: 06/28/2018 By: XF/LM 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOneStopCooling.com License: CAC032444 1 Room name KIT FAM / DINE 2 Exposed wall 0 ft 58.0 ft 3 Room height 8.0 It heat/000l 8.0 ft heaU000l 4 Room dimensions 1.0 x 251.3 It 1.0 x 499.5 ft 5 Room area 251.3 ft' 499.5 ftz Ty Construction U -value Or HTM Area (ft') Load Area (fly) Load number Btuh/fl? °F) BtuhAF) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V 13A-4ocs 0.143 n 3.73 2.90 0 0 0 0 232 149 556 431 GG 4A5-2om 0.340 n 8.87 10.59 0 0 0 0 23 0 202 241 I 4A5-2om 0.340 n 8.87 10.59 0 0 0 0 60 0 535 638 V) 13A -4o cs 0.143 e 3.73 2.90 0 0 0 0 48 48 179 139 11 G 4A5-2om 0.340 a 8.87 29.09 0 0 0 0 0 0 0 0 V J 13A-4ocs 0.143 s 3.73 2.90 0 0 0 0 0 0 0 0 G 4A5-2om 0.340 s 8.87 10.76 0 0 0 0 0 0 0 0 13A-4ocs 0.143 w 3.73 2.90 0 0 0 0 184 104 387 300 4A5 -tom 0.340 w 8.87 29.09 0 0 0 0 60 0 535 1754 11J0 0.600 w 15.66 18.87 0 0 0 0 20 20 315 379 R 12C-Osw 0.091 2.38 1.51 48 28 66 42 0 0 0 0 11J0 0.600 n 15.66 18.87 20 20 315 379 0 0 0 0 C 16X1 9 -Dad 0.408 1.48 1.63 251 251 371 410 500 500 738 816 F 22A-tpm 1.180 30.80 0.00 251 0 0 0 500 58 1786 0 6 c)AED excursion 145 337 Envelope loss/gain 752 687 5233 5036 12 a) Infiltration 0 0 1303 384 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Applianoescother 1200 0 Subtotal (lines 6 to 13) 752 1887 6536 5420 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0, 14 Subtotal 752 1887 6536 5420 15 Dudloads 1 15% 11% 1101 214 15% 11% 957 614 Total room load 862 2100 7493 6034 Air required (dm) 1 37 108 3201311 Calculations woroved bvACCA to meet all requirements of Manual J 8th Ed I=-= wr7ghtsoft 2018 -Jun -2816:34:14 Right -Suite@ Universal 2018 18.0.20 RSU16793 Page 5 ACS ...Services\Cascadia\105 19th Street\Cascadia.rup Calc= MJ8 House faces: N 9- wrightsoft• Right -J® Worksheet House One Stop Cooling and Heating Job: 105 19th Street Date: 06/28/2018 By: XF/LM 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneStopCooling.com License: CAC032444 1 Room name MWIC WIC2 2 Exposed wall 0 ft 4.5 ft 3 Room height 8.0 ft heaVocol 8.0 ft heaV000l 4 Room dimensions 6.0 x 4.5 ft 5.0 x 4.5 ft 5 Room area 27.0 it' 22.5 T Ty Construction U -value Or HTM Area (ft) Load Area (ft) Load number Btuh/ft? °F) Btuh/ft') or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 13A-4ocs 0.143 n 3.73 2.90 0 0 0 0 0 0 0 0 4A5 -20m0.340 n 8.87 10.59 0 0 0 0 0 0 0 0 4A5 -20m 0.340 n 8.87 10.59 0 0 0 0' 0 0 0 0 13A-4ocs 0.143 e 3.73 2.90 0 0 0 0 36 36 134 104 11 C 4A5-2om 0.340 a 8.87 29.09 0 0 0 0 0 0 0 0 y 13A-4 0.143 s 3.73 2.90 0 0 0 0 0 0 0 0 I- C 4A5 -20m 0.340 s 8.87 10.76 0 0 0 0 0 0 0 0 13A-4ocs 0.143 w 3.73 2.90 0 0 0 0 0 0 0 0 4A5-2om 0.340 w 8.87 29.09 0 0 0 0 0 0 0 0 11J0 0.600 w 15.66 18.87 0 0 0 0 0 0 0 0 R 12C-0sw 0.091 2.38 1.51 0 0 0 0 0 0 0 0 1-D MID 0.600 n 15.66 18.87 0 0 0 0 0 0 0 0 C 16X19-0ad 0.408 1.48 1.63 27 27 40 44 23 23 33 37 F 22A-tpm 1.180 30.80 0.00 27 0 0 0 23 5 139 0 6 c)AED excursion 3 12 Envelope loss/gain 40 41 306 129 12 a) Infiltration 0 0 101 30 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Applianoes/other 0 0 Subtotal (lines 6 to 13) 40 41 407 159 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 40 41 407 159 15 Ductloads 15% 11%1 6 5 15% 11% 60 18' Total room load 46 46 467 177 Air required (dm) 2 2 20 9 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. fi.f wrightsoft^ 2018 -Jun -28 16:34:14 Right -Suite® Universal 2018 18.0.20 RSU16793 Page 6 ACCK ... Sery ces\Cascadia\10519th Street\Cascadia.rup Calc= MJ8 House faces: N wrightsoft° Duct System Summary House One Stop Cooling and Heating 7225 Sandscove Court, winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneStopGooling.com License: CAC032444 For: Miller Construction Services 10519th Street, Sanford, FL 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 0.170 / 0.170 in H2O 0.214 in/100ft 773 cfm 159 ft Job: 105 19th Street Date: 06/28/2018 By: XF/LM Cooling 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.214 in/100ft 773 cfm Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Mati Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BED2 c 1588 77 82 0.233 6.0 Oxo VIFx 30.8 115.0 st1 BEDS h 2846 121 97 0.238 6.0 Ox 0 VIFx 28.1 115.0 SO BTH2 c 71 3 4 0.249 4.0 Oxo VIFx 31.3 105.0 st2 FAM / DINE h 2498 107 104 0.244 6.0 Ox 0 V I Fx 34.3 105.0 st2 FAM / DINE -A h 2498 107 104 0.232 6.0 0x0 VIFx 31.6 115.0 st1 FAM/DINE -B h 2498 107 104 0.214 6.0 0x0 VIFx 38.5 120.0 st1 KIT c 2100 37 108 0.240 6.0 Ox 0 VIFx 26.6 115.0 st1 LNDY c 663 9 34 0.257 4.0 Oxo VIFx 32.5 100.0 st2 IMBED h 3550 152 108 0.240 7.0 Oxo VIFx 31.4 110.0 st2 MBTH h 713 30 15 0.282 4.0 Oxo VIFx 25.6 95.0 st2 MWIC c 46 2 2 0.242 4.0 Ox 0 VIFx 30.3 110.0 st2 T012 c 56 2 3 0.274 4.0 Ox 0 VIFx 23.9 100.0 st2 WIC2 h 467 20 9 0.230 4.0 Ox 0 VIFx 32.7 115.0 SO Bold/rta//c values have been manuallyoverridden wrightSoft- 2018 -Jun -2816:34:15 Right-SuiteOUniversal201818.020RSU16793 Pagel ACCA ... Services\Cascadia\10519th Street\Cascadia.rup Calc = MJ8 House faces: N Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st1 PeakAVF 469 504 0.214 642 12.0 0 x 0 VinlFlx st2 PeakAVF 305 269 0.240 689 9.0 0 x 0 VinlFlx Bold/rta//c values have been manuallyoverridden wrightSoft- 2018 -Jun -2816:34:15 Right-SuiteOUniversal201818.020RSU16793 Pagel ACCA ... Services\Cascadia\10519th Street\Cascadia.rup Calc = MJ8 House faces: N Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb1 Ox 0 773 773 0 0 0 0 Ox 0 VIFx wrightSOft` 2018 -Jun -28 16:34:15 Rght-Suiteg)Universa 12018 18.020 RSU16793 Page CCA ... Services\Cascadia\10519th Street\Cascadia.rup Calc= MJ8 House faces: N Static Pressure and Friction Rate Job: 10519th Street wrightsofte Date: 06/28/2018 House 8,,: XF/LM One Stop Cooling and Heating 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOneStopCooling.00m License: CAC032444 Project Information For: Miller Construction Services 10519th Street, Sanford, FL Available static pressure Heating Cooling i n/100ft) in H2O) in H2O) External static pressure 0.50 0.50 Pressure losses Return Coil 0 0 Heatexchanger 0 0 Supply diffusers 0.03 0.03 Return grilles 0.03 0.03 Filter 0.10 0.10 Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available static pressure 0.34 0.34 i n/100ft) Supply Ducts 0.214 > 0.18 0.214 > 0.18 Total• 0.214 > 0.18 supply Return ft) ft) Measured length of run -out 18 0 Measured length of trunk 21 0 Equivalent length of fittings 120 0 Total length 159 0 Total effective length 159 Heating Cooling i n/100ft) i n/100ft) Supply Ducts 0.214 > 0.18 0.214 > 0.18 Return Ducts 0.214 > 0.18 0.214 > 0.18 Supply 4X=35, 11A=20, 11 G=5, 11G=5, 1A=35, 11G=5, 11G=5, 11G=5, 11G=5: TotalEL=120 Return TotalEL=0 Wl'19tt#SOS'° 2018 -Jun -2816:34:15 Right-Suite®Universal 201818.020 RSU16793 Page 1 Services\Cascadia\105 19th Street\Cascadia.rup Calc= MJ8 House faces: N 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Cascadia Builder Name: Miller Construction Services Street: 105 19th Street Permit Office: City of Sanford City, State, Zip: Sanford , FL , Permit Number: U Owner: Miller Construction Services Jurisdiction: 691500 w Design Location: FL, Orlando v COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERI General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall requirements The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the The insulation in an dropped9ceiling/soffit soffit insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction 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 with sealed. a material having a thermal resistance of R-3 per Knee walls shall be sealed. 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 window/doorjambs 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 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 with 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 Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spat s. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend hind rk)ina and wirina. 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 shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. 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 sr)rinkler cover i)lates d walls or ceilinas. a. In addition, inspection of log walls shall be in accordance with the provisions of ICC -400. 6/28/2018 4:49 PM EnergyGauge® USA FBC 6th Edition (2017) Compliant Software Page 1 of 1 N 6" wc fresh air EF1-VTR Level 1 EF1 = 50 CFM Fan EF2 = 80 CFM Fan EF3 = 110 CFM Fan EFU = 50 CFM Fan EFL.2 = 80 CFM Fan EFL3 = 110 CFM Fan VTR = Vent to Roof VTW = Vent to Wall DV = Dryer Vent RV = Range Vent Lineset Chase Condensate Thermostat 18/8 SRB = Small Reduction Box LRB = Large Reduction Box FBB = Field Built Box DV -VTR One Stop Cooling and Heating T fk0o Ds Performed by )(F/LM for: EF1 - VTR au 773cfm Page 1 Mier CcristrLiction Services 7225 Sandsoove Court RON-SLA& Uriversal 2018 10519th Street ALLu-- 2n 18.0.20 RSU16793 ff MBTHFF, Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 PANEL Y1I 71 `b! wmuC)neStopCc)ol ing.com 1 BED2 G.NTD 8x4 4- 3 80 D cfm TION, 34 cTm 9' 2C GARAGE 8x4l 4 cfrr 3c, IVIBED 7 r 10x6 I 12 4' gm- A- WPAGFI EF1 = 50 CFM Fan EF2 = 80 CFM Fan EF3 = 110 CFM Fan EFU = 50 CFM Fan EFL.2 = 80 CFM Fan EFL3 = 110 CFM Fan VTR = Vent to Roof VTW = Vent to Wall DV = Dryer Vent RV = Range Vent Lineset Chase Condensate Thermostat 18/8 SRB = Small Reduction Box LRB = Large Reduction Box FBB = Field Built Box DV -VTR One Stop Cooling and Heating T fk0o Ds Performed by )(F/LM for: EF1 - VTR au 773cfm Page 1 Mier CcristrLiction Services 7225 Sandsoove Court RON-SLA& Uriversal 2018 10519th Street ALLu-- 2n 18.0.20 RSU16793 ff MBTHFF, Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 PANEL Y1I 71 `b! wmuC)neStopCc)ol ing.com 1 BED2 G.NTD 8x4 4- 3 80 D cfm TION, 34 cTm 9' 7X - A t 8x4l 4 cfrr 3c, IVIBED 7 r 10x6 I 12 4' gm- A- X, 82 cfm 8X4 T GIT", 1OX8 152 cfM0' 220 cfm NN4 I ET 10 X-6 L 2LRB 1. 1 2 x 116) 18T' 108 cfr* IT THI 2 frr FL( 6X4 WIC2': MWIC 12x12 121 cfm 10x6 6 V I 10x IT 10x6 LRB 1 6 BEDS 107 cfm 107),cfm FAM I DINE 10X10 fVx 10 D C L 0 ,1!L L L E, L Job #: 105 19th Street One Stop Cooling and Heating Scale: 1 :62 Performed by )(F/LM for: Page 1 Mier CcristrLiction Services 7225 Sandsoove Court RON-SLA& Uriversal 2018 10519th Street Winter Park, FL 32792 18.0.20 RSU16793 Sartor4 FL Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 2018 -An -281635:18 da\10519th StreeINCascacia%p wmuC)neStopCc)ol ing.com CITY OF v a' Ski4FORD i • DIVISION OCT 3 0 20% PERMIT APPLICATION Application No: t K- 2--( 7 2 C Documented Construction Value: $ E 6 "70 Job Address: L/ D c1 C ( S Historic District: Yes No Parcel ID: Residential Wcommercial Type of Work: New [AdditionEl Alteration Repair Demo Change of Use Move Description of Work: Plan Review Contact Person: Phone: Name Fax: Email: Property Owner Information Phone: Title: Street: Resident of property?: City, State Zip: ye, CCC 6,N Fi /S G tr c k Contractor Information Name (l2 a/a fF P 0k /tic «S/f/Y(cPhone: G % D ( Street: rr cG 6-'/-/,¢ 0(2— Fax: L-1 U ? S 0 City, State Zip: 4 _ J c, 1- C__. 3 2 -?'2-0 State License No.: C l -"C 1 `f Z Name: Street: City, St, Zip: Bonding Company: Address: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6°i Edition (2017) Florida Building Code NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that maybe found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Signature of Contractor/Agent Date Print Contractor/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: Flood Zone: of Stories• Plumbing - # of Fixtures Fire Alarm Permit: Yes [-]No WASTE WATER: FIRE: BUILDING: OC - 11' U{E 3 0 2018 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: i Documented Construction Value: Job Address: I Uq 1/V 1gth S Historic District: Yes Ivo Parcel ID: Description of Work: Plan Review Contact P Ir Phone: Name Street: City, State Zip: Fax: Zoning: Title: E-mail: Property Owner Information Phone: Resident of property? : Contractor Information Name ` ' rWPhone: Street: 0 J Fax: City, State Zip: k' , U State License No -- Arch itect/Engineer o.: Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: Phone: Fax: E-mail: Mortgage Lender: Address: Address: Id PERMIT INFORMATION Building Permit Square Footage: Construction Type: No. of Stories: I No. of Dwelling Units: Flood Zone: Electrical Plumbing New Service — No. of AMPS: New Construction - No. of Fixtures: Mechanical 0 (Duct layout required for new systems) Fire Sprinkler/Alarm 0 No. of heads: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the -executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is —Personally Known to Me or Produced ID Type of ID APPROVALS: ZONING: ENGINEERING: COMMENTS: Rev 11.08 UTILITIES: FIRE: Si atureofContractor/Agent D to Signature 400114^0 %—W Public State of FloridaNotary Kasey Rose Barger My Gres mIssi 1202on 2 2311& 4 orw Exp Contractor/Agent isPersonally Known to Me or Produced ID vpe of ID WASTE WATER: BUILDING: r ForAll Your Plumbing Needs Tropical Plumbing & Septic, Inc. 19468 East Colonial Drive Orlando, FL 32820 P 407-568-0111 F 407-568-0119 CFC1425621 TO Miller Construction 8241 Via Bonita Sanford, FL 32771 www.TrooicalPlumbing.cc 11\ t S October 23, 2018 EXPIRATION 1/21/19 PREP BY JOB DATE ON PLANS USED PAYMENT TERMS WRITTEN I Lynette 19th Street, Cascadia House 4/26/2018 Net Due 30 Days 10/23/18 This quote is per the plans we received from your company Bath 1 1 Toilet Gerber Elongated Standard Height White 1 Lav Sink Gerber China Drop In White 19" Round 1 Faucet Moen Chateau Chrome 4" 1 Shower Pre -Sloped w/pan 1 Valve Moen Posi Temp 1 Trim Moen Chateau Chrome Bath 2 1 Toilet Gerber Elongated Standard Height White 1 Lav Sink Gerber China Drop In White 19" Round 1 Faucet Moen Chateau Chrome 4" 1 Tub/Shower ProFlo Steel RH/LH White 1 Valve Moen Posi Temp 1 Trim Moen Chateau Chrome Kitchen 1 Sink ProFlo 50/50 SS Drop In 1 Faucet Moen Integra w/Pull Out Sprayer SRS 1 Disposal Badger 5, 1/2 HP 1 Dishwasher connection 1 Ice Maker Box w/ loop under sink Laundry 1 Washing Machine Box Water Heater 40 gallon electric, A.O. Smith/State Hose Bibs - 2 AC Chases - 1 Sewer & water within 50ft of Building. Sewer taps not over 4' Deep. All water lines are CPVC. All sanitary sewer lines are PVC. Add water hammer arresters as per code. Roof flashings/lead boots are not included. Water is required for all leak testing and inspections. Complete Plumbing Total V Backflow preventer if required 8,600.00 525.00 Multi valve shower set up may require 80 psi for fixtures to function properly $2,500.00 In-line booster pump if needed, supplied & installed, power not included Payment past 30 days Tropical Plumbing It Septic, Inc. has the right to charge thereafter a service charge of 1.5% of unpaid balance per month. (18% per annum) plus all costs ofction, including attorney's fees if incurred. Tropical Plumbing ft Septic, Inc. gives a one year labor warranty fr date of completion. To accept this quotation, sign here and return CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Applicntion No: cr_, DQfU1111210ed Construction Value: S-` JobAddress: I_t c'.i historic District: 1'c, \o Pn reel ID: c"xz%.tli1!,74 II--.-- t t t—Rl:sidlntial Cornr,iercial T'vo of Work: New EllAddition lJ :Alteration F:c h Q , I l _ p: D:n o ` Change of is . \Io\ e Description of Work: Plan Revie\ Contact Person: Phone: Fix: Email: Property O;rn=-r Infort ration S tre t r:.s, !.,n , r . C Jrit CC I'ri Ii:i•rr:_. ilt'?a C,: j^r-';I i• `-`` '~ i ^ / Pi'. T R _ —,.__ I j Archie ct!En lin, sr Inforn ti n PI,,,i,z, i:\. St. Zip: i liiu iii _r ([ ''; i': \l_i i•i :r:` .l Ad A \1;\I\(; 1l ()\\ NI- P: 1't!t-i; f \il.l i;F -1 ii REC•(i:;i, 1 IAC: 'I'\\ ICF: f 0: 1 i1"0,'I-N!F -I 10 1 (Wi, PPOPE, k'I V. . N()TICF i.r F!EI) \\-tl 110 1-1,D ON "i f!' J(1=: Si I I' MJ (,i:E TM- 1-I'•:51 I\<ITUI ION- IF V(rl I\'I t-\ti'I NLISG. ('Ir\ l l- I \\ I I fl 1 !,i is I F f:f:I-l)i:f: F:1: CC,i:111 NO{ {CL, 1-ddi,,),)! to th: p,-,—:1 , to f::,> It, Chv%, b;. rLWn - . I P i"OIIilIiirU111- 1 : r 0,- d 5 C, F t_..5 C C- v I " N :Id 11 " v, e S:o , z- rPm . - e,I!ki;,s S,1,11 gai. V.2enci;. or Rdeml I a:,. C oT p e m 5 v o -o @f iln;, to c, f ih p T {iJ Ci-,- C,1' S ,:-, r; - C , Ilp:zn dwl;%, \.,ill {.lc! ccj,!s;,i I z :I, tn; L 211 0-- IA. ]CC Val 4} Tatl; L, t I iz 0i. il,:Old,,.)., local 0 - SU OWNEWS AFFIDAVIT: IT: I certify that all of are 1,01.0 Okla informalion is accurate 'and that., ork willbedoneinCorlipli,.mcc Nvith '111 app!icahle 1..I\1S Comtruction CC, 7 MY R. MORRIS Notary Public - State of Florida Commission 4 GG 185209 kj '10. 2022MyComm. Expires N-af n n j600ddthroughN Notary Assn. B L L 0 W* IS FOS: (OFFICE S E OCL)' j T I L! C j 1 Occuil--rcly L'Se: of S z G i F 1 Fj Y-0 ,,J I \ ! F- \ 'j" FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Page 3 Application Number . . . . . 18-00002472 Date 10/29/18 Revision number . . . . . . . 2 Property Address . . . . . . 409 W 19TH ST Parcel Number . . 36.19.30.506-0000-1070 Application description . . . NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . SINGLE FAMILY Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Phone Access Code 1084813 Permit pin number 1084813 Required Inspections Phone Insp Seq Insp# Code Description Initials Date 10 221 SSB FOOTER/SLAB STEEL BOND 20 212 EL01 ELEC ROUGH 20-1000 216 TUGP TEMPORARY UNDERGROUND POWER 1000 213 EL02 ELECTRIC FINAL FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE Y 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Application Number . . . . . 18-00002472 Date 10/29/18 Application pin number . . . 379608 Revision number . . . . . . . 2 Property Address . . . . . . 409 W 19TH ST Parcel Number . . 36.19.30.506-0000-1070 Application type description NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . SINGLE FAMILY Application valuation . . . . 206415 Application desc NOC ON FILE Owner Contractor NSP HOLDINGS LLC MILLER CONSTRUCTION SERVICES L 8241 VIA BONITA ST 8241 VIA BONITA ST SANFORD FL 32771 SANFORD FL 32771 407) 792-3955 Structure Information 000 000 -------------- Construction Type . . . . . VB Occupancy Type . . . . . . RESIDENTIAL USE GROUP Flood Zone . . . . . . . . NONE Other struct info . . . . . ELEC - # AMPS 150.00 PLUMBING FIXTURES 15.00 NUMBER OF STORIES 1.00 SQUARE FOOTAGE 2017.00 Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Phone Access Code 1084813 Permit pin number 1084813 Sub Contractor STRADA ELECTRIC & SECURITY Permit Fee . . . . 60.00 Issue Date . . . . 10/29/18 Valuation . . . 6200 Expiration Date . . 4/27/19 Qty Unit Charge Per Extension 150.00 .4000 AMP ELECTRICAL - NEW CONSTRUCTION 60.00 Special Notes and Comments All projects within the City shall use WastePro for debris removal. Please contact WastePro at 407.774.0800. Normal hours for inspections are from 7:30 through 4:30 Monday through Thursday. Please be aware you must contact the Building Official to schedule a Friday or after hours inspection. This is required since not every inspector is licensed to do every type inspection. Communication is the key, so please contact the Building Official if you have any questions at 407.688.5058 or at dave.aldrich@sanfordfl.gov lmom for cory need ris Water impact fee $1343.00 Sewer impact fee $3025.00 Other Fees . . . . . . . . . 01-APPLCTN FEE -ELECTRIC 25.00 01-APPLCTN FEE -BUILDING 25.00 01 -BLDG PLAN REVIEW 618.00 02 -CURB CUT/DRIVE - SIF 40.00 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. Envelope Leakage Test Report (Blower Door Test) Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Ijurisdiction: (' IL 0 S4 - Permit #: ':2,,.17,2 Job Information Builder: Community: Lot: Address: L') )qk- 5-t- Unit: City: -) State: Fz- Zip: Air Leakage Test Results Passing results must meet either the Performance, Prescriptive, or ERI Method LLPRESCRIPTIVE METHOD- The building or dwelling unit shall be tested and verified as havin- an air leakage rate of not exceeding 7 air anges FO'OL]r at a pressure of 0.2 inch w.g. (50 pascals) in Climate Zones I and 2. PERFORMANCE or ERI METHOD- The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding the selected ACH(50) value, as shown on FORM R405-2017 (Performance) or 8406-2017 (ERI), section labeled as Infiltration, sub -section ACH. ACH(50) specified on Form R405 -2017 -Energy Calc (Petformonce) or R406-2017 (ERIk x 60 9 CFM(50) Building Volume ACH(50) Retrieved from architectural plans VPASS OFAQ L 0 Code software calculated When ACH(50) is less than 3, Mechanical Ventilation 0 Field Measured and calculatedinstallationmustbeverifiedbybuildingdepartment. Testing. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure or 0.2 niche 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 489.9 05(3)(0, (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. During testing: I Exterior windows 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, back draft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures, n- r' 3 interior oo s, if'installed at the time of the test, 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. Testing Company Company Name: '71 3- 3 i'7- 3o 1 yPhone: 1 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:312- Date of Test: Printed Name of Tester: 10, IQ , License/Certification #: Ll 2 713 70 ___ Issuing Authority: A,167 br CORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Cascadia Builder Name: Miller Construction Services Street: 409 19th Street Permit Office: City of Sanford 2Owner: City, State, Zip: Sanford , FL , Permit Number:#1 8 - 2 4 7 noMillerConstructionServicesJurisdiction: 691500DesignLocation: FL, Orlando County: Seminole (Florida Climate Zone 2) 1. New construction or existing New (From Plans) 9. Wall Types (1304.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1116.00 ft' b. Frame - Wood, Adjacent R=13.0 188.00 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 10. Ceiling Types (1495.0 sqft.) Insulation Area 5. Is this a worst case? No a. Roof Deck (Unvented) R=20.0 1495.00 ft2 6. Conditioned floor area above grade (ft2) 1495 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(203.3 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 299 a. U -Factor: Dbl, U=0.34 203.33 ft2 SHGC: SHGC=0.29 b. U -Factor: N/A ft2 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 23.2 SEER:14.00 c. U -Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U -Factor: N/A ft2 a. Electric Heat Pump 23.2 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: 0.290 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1495.0 sqft.) Insulation Area EF: 0.920 a. Slab -On -Grade Edge Insulation R=0.0 1495.00 ft2 b. Conservation features b. N/A R= ft2 None c. N/A R= ft2 15. Credits Pstat Glass/Floor Area: 0.136 Total Proposed Modified Loads: 46.22 PASS Total Baseline Loads: 46.38 I hereby certify that the plans and specifications covered by Review of the plans and STA this calculation are in compliance with the Florida Energy specifications covered by this p KE Code. C Digitally signed by Luis MoralesLuisMora calculation indicates compliance Energy Code. dtr. = 02018.06.28 with the Florida rrfrr ,. `. ,t PREPARED BY: Before construction is completed 4 DATE: this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. C01) W8.' OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: 1 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). Compliance with a proposed duct leakage Qn requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.030 Qn for whole house. 6/28/2018 4:48 PM EnergyGauge® USA Section R405.4.1 Compliant Software Page 1 of 4 M Ih 1111cill T,LT, _1X981:l:1a:/QR--1dN4001:iIII 6/28/2018 4:48 PM EnergyGauge® USA Section R405.4.1 Compliant Software Page 2 of 4 PROJECT Title: Building Type: Owner Name: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Cascadia User Miller Construction Services 1 Miller Construction Services City of Sanford 691500 Single-family New (From Plans) Bedrooms: 3 Conditioned Area: 1495 Total Stories: 1 Worst Case: No Rotate Angle: 0 Cross Ventilation: No Whole House Fan: No Address Type: Street Address Lot # Block/Subdivision: PlatBook: Street: 105 19th Street County: Seminole City, State, Zip: Sanford , FL, CLIMATE Design Location TMY Site Design Temp 97.5% 2.5% Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Orlando FL_ORLANDO_INTL_AR 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1495 11960 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1495 11960 Yes 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R -Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 139.5 ft 1495 ft' 0.29 0 0.71 ROOF Type Materials Roof Gable Roof Area Area Color Solar Absor. SA Emitt Emitt Deck Pitch Tested Tested Insul. (deg) 1 Hip Composition shingles 1541 ft' 0 ft' Dark 0.6 N 0.6 No 20 14 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Unvented 0 1495 ft' N N CEILING Ceiling Type Space R -Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Unvented) Main 0.01 Blown 1495 ft' 0.1 Wood 6/28/2018 4:48 PM EnergyGauge® USA Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT 6/28/2018 4:48 PM EnergyGauge® USA Section R405.4.1 Compliant Software Page 3 of 4 WALLS Adjacent Space Cavity Width To Wall Type Height Sheathing Framing Solar Below 1 2 3 4 5 N E S W Exterior Concrete Block - Int Insul Main Exterior Concrete Block - Int Insul Main Exterior Concrete Block - Int Insul Main Exterior Concrete Block - Int Insul Main Garage Frame - Wood Main 4.1 40 0 8 4.1 38 6 8 4.1 19 6 8 4.1 41 6 8 13 23 6 8 0 320.0 ft' 0 308.0 ft' 0 156.0 ft' 0 332.0 ft' 0 188.0 ft' 0 0 0.6 0 0 0.6 0 0 0.6 0 0 0.6 0 0.25 0.6 0 0 0 0 0 DOORS Ornt Door Type Space Storms U -Value Ft Width Height In Ft In Area 1 2 W Insulated Main Wood Main None None 6 3 6 3 6 8 6 8 20 ft' 20 ft' WINDOWS Orientation shown is the entered, Proposed orientation. V Wall Ornt ID Frame Panes NFRC U -Factor SHGC Imp Overhang Area Depth Separation Int Shade Screening 1 2 3 4 5 N 1 Metal Low -E Double Yes N 1 Metal Low -E Double Yes E 2 Metal Low -E Double Yes S 3 Metal Low -E Double Yes W 4 Metal Low -E Double Yes 0.34 0.29 N 0.34 0.29 N 0.34 0.29 N 0.34 0.29 N 0.34 0.29 N 23.3 ft' 1 ft 0 in 60.0 ft' 1 ft 0 in 30.0 ft' 1 ft 0 in 30.0 ft' 1 ft 0 in 60.0 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds 1 ft 0 in Drapes/blinds 1 ft 0 in Drapes/blinds 1 ft 0 in Drapes/blinds 1 ft 0 in Drapes/blinds None None None None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 460 ft' 460 ft' 64 ft 8 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000356 1395.3 76.6 144.06 .2578 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.2 23.2 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 14 23.2 kBtu/hr 696 cfm 0.75 1 sys#1 6/28/2018 4:48 PM EnergyGauge® USA Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT Name: Rating Compant: Signature: Date: 6/28/2018 4:48 PM EnergyGauge® USA Section R405.4.1 Compliant Software Page 4 of 4 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.92 50 gal 60 gal 120 deg None 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 # V # Location R -Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 299 ft' Attic 74.75 ft Proposed Qn Main cfm 44.8 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJan j ]Feb [ ] Mar Apr May Jun Jul X Au X] Se Oct [ j Nov Dec HeatinHJan X] Feb [X] Mar f Apr I ay Jun Jul f l Au[ IM rj j Sep Oct X] Nov X Dec Ventin Jan Feb [X) Mar X A r Ma Jun Jul [ Aug Se X] Oct [X] Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System Runtime Vent 25 0 0 0 1 - Electric Heat Pum 1 - Central Unit MASS Mass Type Area Thickness Furniture Fraction Space Default(8 lbs/s .ft. 0 ft' Oft 0.3 Main Name: Rating Compant: Signature: Date: 6/28/2018 4:48 PM EnergyGauge® USA Section R405.4.1 Compliant Software Page 4 of 4 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 40919th Street Permit Number: Sanford , FL , MANDATORY REQUIREMENTS See individual code sections for full details. 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 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 presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed 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 R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal enveldoe 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. R402.4.1.1 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 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 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 ANSI/RESNET/ICC 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 85 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 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 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 shall have tight -fitting 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. R402.4.3 Fenestration air leakagdtindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 L/s/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 6/28/2018 4:49 PM EnergyGauge® USA - FBC 6th Edition (2017) Compliant Software Page 1 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 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 continuous 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 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall 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. 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. 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 ANSI/RESNET/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), (g) or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3. 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 airflow rate when tested in accordance with ASHRAE 193. R403.3.3 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 manuf 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 sealed 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. 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. R403.4 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. 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. 6/28/2018 4:49 PM EnergyGauge® USA - FBC 6th Edition (2017) Compliant Software Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) 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 % 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). 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 from 100°F to 140°F (38°C to 60°C). FiR403.5.6.1.2 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. 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 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 shall be tested in accordance 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: 1. 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. 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 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-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). ElR403.7.1 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) 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 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 shall 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 CFM/WATT) AIRFLOW RATE MAXIMUIV CFM) Range hoods Any 2.8 cfm/watt Any In-line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/watt 90 Bathroom, utility room 90 2.8 cfm/watt Any For SI: 1 cfm = 28.3 L/min. a. When tested in accordance with HVI Standard 916 6/28/2018 4:49 PM EnergyGauge® USA - 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 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 wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multiple -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 by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times 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 with 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 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. El and Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (10°C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.8°C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. F] integral Heaters. The electric power to heaters shall be controlled by a readily accessible on-off switch that is an integral part 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 in addition to a circuit breaker for the power to the heater. Gas-fired heaters shall 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 shall be installed for heaters and pump motors. Heaters and pump motors that have built-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 swimming 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 oil -fired pool and spa heaters shall have a minimum thermal 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 shall not have continuously burning pilot lights. 6/28/2018 4:49 PM EnergyGaugee USA - FBC 6th Edition (2017) Compliant Software Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 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. R403.11 Portable spas (MandatorYke energy consumption of electric -powered portable spas shall be controlled by the 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 lamps. Exception: Low -voltage lighting. R404.1.1 Lighting equipment (Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights. 6/28/2018 4:49 PM EnergyGauge® USA - FBC 6th Edition (2017) Compliant Software Page 5 of 5 2017 EPL DISPLAY CARD ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 100 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. Single-family b) Return ducts R 6.0 c) AHU location Attic/Attic 3. No. of units (if multiple -family) 3. 1 4. Number of bedrooms 4. 3 13. Cooling system: Capacity 23.2 a) Split system SEER 14.0 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. ft.) 6. 1495 d) Room unit/PTAC EER e) Other 7. Windows, type and area a) U-factor:(weighted average) 7a. 0.340 b) Solar Heat Gain Coefficient (SHGC) 7b. 0.290 14. Heating system: Capacity 23.2 c) Area 7c. 203.3 a) Split system heat pump HSPF 8.2 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 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 0.92 b) Gas fired, natural gas EF 10. Wall type and insulation: c) Gas fired, LPG EF A. Exterior: d) Solar system with tank EF 1. Wood frame (Insulation R -value) 10A1. e) Dedicated heat pump with tank EF 2. Masonry (Insulation R -value) 10A2. 4.1 f) Heat recovery unit HeatRec% B. Adjacent: g) Other 1. Wood frame (Insulation R -value) 10131. 13.0 2. Masonry (Insulation R -value) 10132. 16. HVAC credits claimed (Performance Method) 11. Ceiling type and insulation level a) Ceiling fans a) Under attic 11 a. 0.0 b) Cross ventilation No b) Single assembly 11b. c) Whole house fan No c) Knee walls/skylight walls 11 c. 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 Signatu Date: Address of New Home: 105 19th Street City/FL Zip: Sanford, FL 6/28/2018 4:49:15 PM EnergyGauge® USA 6.0.02 - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 Project Summary Job: 40919th Street wrig tsoft- Date: 06/28/2018 House By: XF/LM One Stop Cooling and Heating 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629- 6920 Fax(407)629-9307 Web: wewaOneStopCooling.com License: CAC032444 For: Miller Construction Services 40919th Street, Sanford, FL Notes: Design Information Weather: Orlando Inti AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 °F Outside db 92 F Inside db 68 °F Inside db 74 F Design TD 26 °F Design TD 18 F Daily range M Relative humidity 50 Moisture difference 49 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 15801 Btuh Structure 13476 Btuh Ducts 2314 Btuh Ducts 1527 Btuh Central vent (25 dm) 721 Btuh Central vent (25 ctm) 508 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 18836 Btuh Use manufacturer's data n Rate/swing multiplier 0.97 Infiltration Equipment sensible load 15108 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 2312 Btuh Ducts 608 Btuh Central vent (25 dm) 832 Btuh Heating Coling Outside air Area (ft) 1493 1493 Equipment latent load 3752 Btuh Volume (ft') 11946 11946 Air changes/hour 0.55 0.23 Equipment Total Load (Sen+Lat) 18860 Btuh Equiv AVF (cfm) 110 46 Req. total capacity at 0.75 SHR 1.7 ton Heating Equipment Summary Cooling Equipment Summary Make Goodman Mfg Make Goodman Mfg. Trade GOODMAN; JANITROL; AMANA DIST[... Trade GOODMAN; JANITROL; AMANA DIST[... Model GSZ140241 K Cond GSZ140241 K AHRI ref 7995055 Coil ARUF25B14A AHRI ref 7995055 Efficiency 8.2 HSPF Efficiency 11.5 EER, 14 SEER Heating input Sensible cooling 17400 Btuh Heating output 23200 Btuh @ 47-F Latent cooling 5800 Btuh Temperature rise 27 °F Total cooling 23200 Btuh Actual airflow 773 cfm Actual airflow 773 cfm Airflowfactor 0.043 dm/Btuh Airflowfactor 0.052 ctmBtuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.81 Capacity balance point = 37 °F Backup: Input = 0 kW, Output= 0 Btuh, 100AFUE Calculations approved byACCA to meet all requirements of Manual J 8th Ed. rid- ryf}p= 2018 -Jun -2816:34:14 C.*—. -•wy ..r Righl-Suite®Universal201818.0.20RSU16793 PageAC... Services\Cascadia\10519th Street\Cascadia.rup Calc = MJ8 House faces: N 3 wrighboft Right -A) Worksheet Job: 105 19th Street We: 06/28/2018House W. XF/LM One Stop Cooling and Heating 7225 Sandscove Court, Writer Park, FL 32792 Phone: (407) 629 - 6920 Fax (407) 629 - 9307 Vkb: wmmOneftpCooling.com License: CAC032444 I Room name House BED2 2 Bposed wall 139.5 ft 13.0 ft 3 Room height 8.0 ft d 8.0 It heat/cool 4 Room dimensions 6 c) AED excursion 11.0 x 13.0 ft 681 5 Room area 1493.3 ft' 50 143.0 ft' Envelope loss/gain TY Construction U -value Or HTM Area (111 Load Area (ftp a) Infiltration Load 3135 number Bbjhffl2_'F) BtuhlRTj or perimeter h) or perimeter Btuh) 0 0 Heat cool Gross N/P/S 0 Heat Cool Gross N/P/S Heat Cool 920 6 1 13A-44cg' O1,... 3 Ji- n 3,73 2.90 3 231, 64 rm 0 0 0 0 0 4AS-2orq 0340 n 8-07 10.59 23" 6 202 241 0 1427 0, 0 0 AA526nn, B87 0 Ap, Q L. Lesstransler 638 11 -t).... 0— 0 0 t—G 13A-4ocs 0143' e 3.73 2.40 308 278 1038 I- 805 104 89 332 0 258 11 4A5 -tom 0.340 e 8.87 29.09 30 0 1578 266 873 15 Duct loads 0 133 11%1 436 1527 15%1 rt 2',90 158G 126 470 77777W 181151 15003 0 V 1 0 G 4A -5-2o 0.340,-sI 8.87-0 773 7731 268_...,:-:,,323 771 82 0 0.143 w 3.73 2.90 332 252 939 729 0 0 0 0 T= 13AAocs G 4A5-2om 0.340 w 8.87 29.09 60 0 535 1754 0 0 0 0 D 11 JO 0.600 w 15.66 18.87 20 20 315 379 0 0 0 D L 12C Osw: t 11 X4091.53 566 151, 1H 20 968 399 2 88 88 P09 133 D, Tio ... ...... ... . 0. _0 110.87 a.320 15 73 9, 0 0 C 16X19-0ad0.408 1.48 1.63 1493 1493 2439 143 143 211 234 F 22A-4pm fW 114930f4 A 0': 1143 400 0 11177 Z,, 7, 7 P T Calculations approved byACCA to meet all requirements of Manual J 8th Ed. VW wwr-#Wtvt MVt- 2018 -Jun -2816:34:14 AMKRight-Suite® Universal 2018 18.0.20 RSU16793 Page 1 Services\Cascadia\1 05 19th StreetCascadia.rup Calc = MJ8 House faces: N 6 c) AED excursion 681 50 Envelope loss/gain 12666 9933 1286 1111 12 a) Infiltration 3135 923 292 86 b) Room"tilation 0 0 0 0 13 Internal gains Occupants @ 230 4 920 1 230 Applianoes(other 1700 0 Subtotal (lines 6 to 13) 15801 13476 1578 1427 Less ektemal load 0 0 0 0 Lesstransler 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 15801 13476 1578 1427 15 Duct loads 15%1 11%1 2314 1527 15%1 11%1 231 162 Total room load 1 1 181151 15003 1 1 1809 1588 Air required (ch) 773 7731 771 82 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. VW wwr-#Wtvt MVt- 2018 -Jun -2816:34:14 AMKRight-Suite® Universal 2018 18.0.20 RSU16793 Page 1 Services\Cascadia\1 05 19th StreetCascadia.rup Calc = MJ8 House faces: N 4 . wrightsoft, Right -JO Worksheet Job: 10519th Street House Date: 06/2812018 W. XF/LM One Stop Cooling and Heating 7225 Sandscove Court, Writer Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wmmOneStopCooling.com License: CAC032444 1 Room name LNDY MBTH 2 Exposed wall 0 ft 6.5 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 6.0 x 7.0 ft 6.5 x 7.5 ft 5 Room area 42.0 ft' 48.8 ft' TY Conshxbon U -value Or HTM Area (ft2) Load Area (ft') Load number BtuhAI2--F) or perimeter h) or perimeter Btuh) Heat cool Gross N/P/S Heat cool Gross N/P/S Heat Cool 6*46"C1 's AAtom ' b 14 m V . 0.69 0 0' 0 0 0 0 0 10 4A5 -2om 0 6 e 8,87 0 59 Z 0 0 k, A 0 0 t---G4A55,2onn 13A -flocs 3.73 2.90 0 0 0 0 0 0 0 0 0 0 011 13A,140M 0.340 0143 e s-3 8.87 3,7 29.09 2,90 0 A 0 0 0 0 0 52 52 94 151 4A5 -2onn 8.87, 1016 0 N O o o w 13A -flocs 0.143 w 3.73 2.90 0 0 0 0 0 0 0 D L --G 4A5 -20m 0.340 w 8.87 29.09 0 0 0 0 0 0 0 0 D 11 JO 0.600 w 15.66 18.87 0 0 0 0 0 0 0 0 F 12( 6661 2.38f 1,54 48 114, 4 0 6 lixu, m-0rMj'I I 41 111'1111' 0 0 0 C 16X%-iacl 0.408 1.48 1.63 42 42 62 69 49 49 72 80 IF" 1180 30,80 W""'o""0.00 0 0 Ag 7 200 D ww 7 M Aa j q 75.„A, Z TWIRIFM 7 Mw Suzz” ff7 Z 6 q) AED excursion 46 20 EmelopelossIgain 176 95 476 216 12 a) Infiltration 0 0 146 43 b) Room ventilation 0 0 0 0 131 Internal gains: Occupants @ 230 0 01 0 01Applianceslother5000 Subtotal (lines 6 to 13) 176 595 1 622 259 Less external load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 176 595 622 259 15 Duct loads 1 15%1 11% 26 67 15% 11% 91 29 Total room load 202 6631 713 289 Air required (dm)T 9 34 30 15 Calculations approved bVACCA to meet all requirements of Manual J 8th Ed. A- -VIIA- wwirJwftItMPCwVt- 2018 -Jun -2816:34:14 AZ;P-7k'— Right -Suite@ Universal 2018 18.0.20 RSU1 6793 Page 2 Ser\Aoes\Cascadia\l 05 19th StreehCascadia.rup Calc = MA House faces: N wrightsofr Right -J® Worksheet Job: 105 19th Street a House te: 06i28i2018 By XF/LM One Stop Cooling and Heating 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax (407) 629 - 9307 Web: wmAtOneStopCooling.com License: CAC032444 1 Room name 13A -flocs 4A5-2om om.0 ,..."' 4AS-20m 3A 40cs 4A2om , 13A-4ocs BTH2 T012 2 E)Posed wall 280 1D59 1a5to 2.90 29.09 2.800 107 6 2.90 4 U 0 0 tfflW 0 O ft 0 0 o 0 0 0 0'01mry 0 O ft 3 Room height u 0 D 0 0 0 0 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 0.340 0.600 OA81 0.408 7.0 x 6.0 ft 5.5 x 6.0 ft 5 Room area 42.0 ft 33.0 ft 0 D a D 69 0 0 0 33 Ty Construction U -value Or HTM Area M Load Area (ftp Load Internal gains: Occupants@ 230 0 number Btuhffl--°F) 0 BtuW I or perimeter (f) Btuh) or perimeter (ft) Btuh) Heat I Cod I Gross I N/P/S Heat I Cool Gross I N/P/S Heat I Cool Subtotal (lines 6to13) 62 64 6 11 t13A-flocs G w 13A -flocs 4A5-2om om.0 ,..."' 4AS-20m 3A 40cs 4A2om , 13A-4ocs 0143 tt340 a34o 0.143 0.340 A 143 0.143 n 0Rv n a a s w 373,. 887, 8.8T 3.73 8.87 3.73 8.847 3.73 280 1D59 1a5to 2.90 29.09 2.800 107 6 2.90 4 U 0 0 tfflW 0 r r .,,,, , 0 0 o 0 0 0 0'01mry 0 Envelope lossrgain 0 0 o 0 0 0 0 j 0 0 0 U 0 u 0 D 0 0 0 0 t u_ 01, E 0 0 0 0 0 F a a0' 0 0 0 4 Q 0 u 0 0 0 p' m`D 0 49 R C 4A5-2om 11J0 12Cv„.: 16X%9 d 0.340 0.600 OA81 0.408 w w 8.87 15.66 238 1.48 29.09 18.87 1.51 1.63 0 0 0 42 0 0 0 0 42 0 0 0 0 62 0 D a D 69 0 0 0 33 0 0 D 33 0 0 s 0 49 0 0 0; 54 6 c)AEDexcursion 5 1 1 -4 Envelope lossrgain 62 64 49 50 12 a) Infiltrafion 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Appliances/other 10 10 Subtotal (lines 6to13) 62 64 49 50 Less extemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 62 64 49 50 15 Dudloads 1 15% 11%1 9 1 15% 11% 7 6 Total room load 1 711 71 56 56 Air required (dm) 3 4 2 3 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. iP,tx}*pt- 2018 -Jun -28 16:34:14 Aftk w Right-Suite®Universa1201818.0.20 RSU16793 Page 3 Services\Cascadia\10519th Street\Cascadia.rup Calc= MJ8 House faces: N AL wrigh#soft` Right -J® Worksheet Job: 105 119th Street House fate: 06/28/8/2018 W. XF/LM One Stop Cooling and Heating 7225 Sandsmve Court, VvInter Park, FL 32792 Phone: (407) 629 - 6920 Fax (407) 629 - 9307 Web: wAwOneStopCooling.com License: CAC032444 1 Room name MBED BED3 2 Exposed wall 31.5 It 26.0 ft 3 Room height 8.0 ft heaUcool 8.0 It heaV000l 4 Room dimensions 1.0 x 219.3 ft 11.0 x 15.0 ft 5 Room area 219.3 ft' 165.0 ft 15 Ty Conshdon Ll -value Or HTM Area (ftp Load Area (ftp Load 276 214 number Btuh/fV--°F) 0 or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross I N/P/S Heat I Cool Gross I N/P/S Heat Cool 3.73 2.90 148 148 552 6 W 13A -400s 4A5.2om 4A5-2om W 13A -4o s 11 i G 4A5-2om 1q 13A-4ors t ; G 4A5 tom IwI - 13A-4as f —ti 1 4A5-2om 0.143 a 3.73 2.90 0 0 0 0 120 105 392 304 0.340 a 8.87 29.09 0 0 0 0 15 0 133 436 Q 143 s 3.73 2.9IT fp4 74 276 214 0 0 0 0.340 s , 8.871 70.7& ti,.0 X28 266 323 o0 a'.0 o p 0.143 w 3.73 2.90 148 148 552 429 0 0 0 0 0.340 w 8.87 29.09 0 0 0 0 0 0 0 0 0.600 w 15.66 18.87 0 0 0 0 0 0 0 0 0,041 0 2.38 1.51 0 0 0 0 0 0 Q 0 Q60 v.n...: 15.66' 18.871 n, . 0... 0 0, 0 0 01,,'," 0 D' 0.408 1.48 1.63 219 219 324 358 165 165 244 270 61 c)AEDexcursion 1-114 30 Envelope loss/gain 2389 1210 1898 1294 12 a) Infiltration 708 208 584 172 b) Room ventilation 0 0 0 0 13 Intemalgains: Occupants@ 230 2 460 1 230 Appliancestother 01 0 Subtotal (lines6 to 13) 3097 1879 2482 1697 Less extemal load 0 0 0 0 Lesstransrer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3097 1879 2482 1697 15 Duct loads 15% 11% 454 213 15% 11% 364 192 Total room load 3550 2092 2846 1889 Air required (cfm) 152 108 121 97 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. FW wrrlswtt Cil - 2018 -Jun -2816:34:14 Right-Suite®Universal 2018 18.0.20 RSU16793 Page 4 Services,CZdia\10519th StreehCasmdia.rup Calc= W8 House faces: N A 1054V- wrightsoft, Right -M) Worksheet Job: Date: 06/28/ 19th Street 2018 House By: XF/LM One Stop Cooling and Heating 7225 Sandscove Court, Writer Park, FL 32792 Phone: (407) 629 - 6920 Fax (407) 629 - 9307 Vkb: wmmOneStopCooling.corn License: CAC032444 1 Room name IQT FAM MINE 2 E)q)osedwall 0 ft 58.0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat1bool 4 Room dimensions 1.0 x 251.3 ft 1.0 x 499.5 ft 5 Room area 251.3 ft' 499.5 IF TY Const ion U -value Or HTM Area (Itz) Load Area (ft2) Load number Btuhffl2_'F) I or perimeter Btuh) or perimeter ft) Btuh) Heat cool Gross N/P/S Heat Cool Gross NP/S Heat Cool 6 W, 4A5-2om,,, o143 n 637 10.59 o 54" 0 23 0 202 431 241 4A5 -torn " rU 0 535 t 13A -4o s 0.143 e 3.73 2.90 0 0 0 0 48 179 139 11 G 4A5-2om 0.340 e 8.87 29.09 0 0 0 0 0 0 0 0 13A 4ors ,,-",776143 S, 3.73 b 0 8.87 10 -75 0 0 w 13A-4ocs 0.143 w 3.73 2.90 0 0 0 0 184 t 04 387 300 4A5-2om 0.340 w 8.87 29.09 0 0 0 0 60 0 535 1754 11 JO 0.600 w 15.66 18.87 0 0 0 0 20 20 315 379 2C -09x 28 Jb 0 llx- 0 0 0 0 C 16X19-0ad 0.408 1.48 1.63 251 251 371 410 Soo 500 738 816 F 22A 41 M 1786 0 yr r. 71 6 c)AEDe)rursion 145 337 Envelope loss/gain 752 687 5233 5036 12 a) Infiltration 0 0 1303 384 b) Room ventilation 0 0 0 0 13 Interinal gains: Occupants@ 230 0 0 0 0 Appliances/other 12001 0 Subtotal (lines 6 to 13) 752 1887 6536 5420 Less e)demal load 0 0 0 0 Lesstransler 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 752 1887 6536 5420 15 Duct loads 15%] 11%1 110 214 15%1 11% 957 614 Total room load 862 2100 1 74931 6034 Air required (dm) 37 108 320 311 Calculations approved bVACCA to meet all requirements of Manual J 8th Ed. 4*- wwriaftt46"M1ft- 2018 -Jun -2816:34:14 4' Right-Suite&UnNersal 2018 18.0.20 RSU1 6793 Page 5 SerAces\Cascadia\1 05 1 9th StreehCascadia.rup Calc = W8 House bees: N Tr wrightsoft Job: 105Right -JO Worksheet Date: 06/ 2819th Street 2018 House By. XF/LM One Stop Cooling and Heating 7225 Sandsoove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax (407) 629 - 9307 Web: wmmOneStopCooling.com License: CAC032444 1 Room name IVIVVIC WIC2 2 Exposed wall 0 ft 4.5 ft 3 Room height 8.0 It heakool 8.0 ft heat(bool 4 Room dimensions 6.0 x 4.5 ft 5.0 x 4.5 ft 5 Room area 27.0 ft2 22.5 ft2 TY Construction U -value Or HTIVI Area (ftp Load Area (T) Load number Btuhffl2--F) or perimeter (ft) Btuh) or perimeter ft) Btah) Heat cool Gross N/P/S Heat cool Gross N/P/S Heat cool 6 Udl 41=* 1-71 W' 2.W 1'10. 95 0 0 0 0 M' K 0 0 0 0 0 0 0 0 P P A 0 0 0, 0 t—G 13A-4ocs 0.143 e 3.73 2.90 0 0 0 0 Lo 36 36 134 104 1"I 4A5-2cm 0.340 e 8.87 29.09 0 0 0 0 0 0 0 0 w 0. 1 4' b 6 7, 6 L ---G 6.87,1,,,,,_A,076 0 o d A 0 w 13AAocs 0.143 w 3.73 2.90 0 0 0 0 0 0 0 0 E24A5-2om 0.340 w 8.87 29.09 0 0 0 0 0 0 0 0 11j0 0.600 w 15.66 18.87 0 0 0 0 0 0 0 0 12C OsNt.... .... A 091 238 151 0 0 0 Q 0 0 0 11J0. 0 10 0 C 16X19-0ad 0.408 1A8 1.63 27 27 40 44 23 23 33 37 F5139 5 0 7 NU', 3,7 7 7VP J 6 c)AEDe)cursion 3 12 Envelope loss/gain 40 41 306 129 12 a) Infiltration 0 0 101 30 b) Room ventilation 0 0 0 0 13 Internal gains: Owupants@ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 40 41 407 159 Less eAernall load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 00 0 0 14 Subtotal 4 0 4 1 1 407 159 15 Duct loads 15%1 11%1 6 5 15%1 11%1 60 18 Total room load 1 46 46 1 1 467 177 Air required (dm) 2 21 201 9 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. f` wrrlg/t tarot k 2018 -Jun -2816:34:14 Right-Suite0t.lnivarsa12018 18.0.20RSU16793 Page 6 Services\Cascadia\1 05 19th Street\Cascadia.rup Calc = MJ8 House faces: N Duct System Summary Job: 10519th Street VS/If"igE1S0 Date: 06/28/2018 House By. XFILM One Stop Cooling and Heating 7225 Sandscove Court, Writer Park, FL 32792 Phone: (407) 629 - 6920 Faz (407) 629 - 9307 Web: wAwOneStopCooling.mm License: CAC032444 For: Miller Construction Services 10519th Street, Sanford, FL External static pressure Pressure losses Available static pressure Supply/ return available pressure Lowest friction rate Actual airflow Total effective length (TEL) Heating 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.170 /0.170 in H2O 0.214 in/100ft 773 dm 159 Coding 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.170/0.170 in H2O 0.214 in/100ft 773 dm Name Design Btuh) Htg dm) Clg dm) Design FR Diam in) H x W in) Duct Mal Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BED2 c 1588 77 82 0.233 6.0 Ox 0 VIFx 30.8 115.0 st1 BED3 h 2846 121 97 0.238 6.0 Ox 0 VIFx 28.1 115.0 st1 BTH2 c 71 3 4 0.249 4.0 Ox 0 VIFx 31.3 105.0 st2 FAM/DINE h 2498 107 104 0.244 6.0 Oxo VIFx 34.3 105.0 st2 FAM / DINE -A h 2498 107 104 0.232 6.0 NO VIFx 31.6 115.0 st1 FAM / DINE -B h 2498 107 104 0.214 6.0 Oxo VIFx 38.5 120.0 st1 KIT c 2100 37 108 0.240 6.0 Ox 0 VIFx 26.6 115.0 st1 LNDY c 663 9 34 0.257 4.0 Ox 0 VIFx 32.5 100.0 st2 MBED h 3550 152 108 0.240 7.0 Ox 0 VIFx 31.4 110.0 st2 MBTH h 713 30 15 0.282 4.0 Ox 0 VIFx 25.6 95.0 st2 n^"C c 46 2 2 0.242 4.0 Ox 0 VIFx 30.3 110.0 st2 T012 c 56 2 3 0.274 4.0 Ox 0 VIFx 23.9 100.0 st2 VIC2 h 467 20 9 0.230 4.0 Ox 0 VIFx 32.7 115.0 st1 Supply Trunk Detail Table Bolditalic values have been manua/lyovemdden lg * w!V,f" Right-Suite®Universal 201818.0. 20RSU16793Z&- Services\Cascadia\1 05 19th Street\Cascadia.rup Calc = MJ8 House (aces: N 2018 -Jun -2816:34:15 Page 1 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type dm) dm) FR fpm) in) in) Material Trunk st1 PeakAVF 469 504 0.214 642 12.0 0 x 0 VinlFlx st2 PeakAVF 305 269 0.240 689 9.0 0 x 0 VinlFlx Bolditalic values have been manua/lyovemdden lg * w!V,f" Right-Suite®Universal 201818.0. 20RSU16793Z&- Services\Cascadia\1 05 19th Street\Cascadia.rup Calc = MJ8 House (aces: N 2018 -Jun -2816:34:15 Page 1 k. Name Grille Size (in) Mg dm) Clg dm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Mab Trunk rb1 Ox 0 773 773 0 0 0 0 Ox 0 VIFx wrlghtsof't' Right-Suite®Univemal201818.0.20 RSU16793 ACCK SeM s\Cascadia\10519th StreehCascadia.rup Calc= W8 House faces: N 2018 -Jun -2816:34:15 Page 2 Static Pressure and Friction Rate Job: 10519th Street IghQp Date: 06/28/2018 House By. xFILM One Stop Cooling and Heating 7225 Sandscove Court, Writer Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wmti0neStopCooling.com License: CA.0032444 For. Miller Construction Services 10519th Street, Sanford, FL Q# 2018 -Jun -2816:34:15 Right-Suite®Unhersal 2018 18.0.20 RSU16793 Page 1 Services\Cascadia\105 19th StreeW—ascadia.rup Calc= MJ8 House faces: N Heating Coding in H2O) in H2O) External static pressure 0.50 0.50 Pressure losses Coil 0 0 Heat exchanger 0 0 Supply diffusers 0.03 0.03 Return grilles 0.03 0.03 Filter 0.10 0.10 Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available static pressure 0.34 0.34 Total• Supply Return ft) ft) Measured length of run -out 18 0 Measured length of trunk 21 0 Equivalent length of fittings 120 0 Total length 159 0 Total effective length 159 Ffttion'Aite Heating Coding in/100ft) in/100ft) Supply Duds 0.214 > 0.18 0.214 > 0.18 Return Ducts 0.214 > 0.18 0.214 > 0.18 Equivalent• ®- Supply 4X=35,11 A=20, 11 G=5, 11G=5, 1 A=35,11 G=5, 11G=5, 11 G=5, 11 G=5: TotalE L=120 Return TotalEL=0 Q# 2018 -Jun -2816:34:15 Right-Suite®Unhersal 2018 18.0.20 RSU16793 Page 1 Services\Cascadia\105 19th StreeW—ascadia.rup Calc= MJ8 House faces: N 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Cascadia Builder Name: Miller Construction Services Street: 105 19th Street Permit Office: City of Sanford City, State, Zip: Sanford , FL , Permit Number: Y U Owner: Miller Construction Services Jurisdiction: 691500 W Design Location: FL, Orlando U COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall requirements The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the The insulation in any dropped ceiling/soffit insulation and an gaps in the air barrier shall be sealed. 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 sealed. Walls The junction 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 with sealed. a material having a thermal resistance of R-3 per Knee walls shall be sealed. 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 window/door 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 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 with 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 Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spa S. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind pipina and wirin . 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 shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls . boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. 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 olatesn walls r ceilinas. a. in addition, inspection of log watts snarl be in accordance with the provisions of ICC -400. 6/28/2018 4:49 PM EnergyGaugeO USA FBC 6th Edition (2017) Compliant Software Page 1 of 1 Level 1 DV- VTR EFII - VIR 6" wc Lr L-kJnV Hi F1 PP EF1 = 50 CFM Fan jp. Si Page 1 BED2 EF2 = 80 CFM Fan 34Um Winter Park, FL 32792 18.0.20 RSU16793 EF3 = 110 CFM Fan EF1 - VrR 80MBED 4 cfrr.. 3c 7" EFL1 50 CFM Fan E 4 r 11 BTH2 T EFL2 = 80 CFM Fan 6 1 j, 8 mCf 8X4 EFL3 = 110 CFM Fan IOX8 152 miiLRftfi X Ili; 6 108 cfr#rr A2 fr" A VTR = Vent to Roof 4 w 11 1 1. C 2 VFW = Vent to Wall Ic 12x 12 DV = Dryer Vent T 1 CfM f3 IM 6 ............ I 1OXq RV =Range Vent Lineset Chase 2C GARAGE LRB 1 6 Condensate q Thermostat 18/8 YI SRB = Small Reduction Box 107 cfm I CfM FAM I DINE LRB = Large Reduction Box 10X10 1Bk10 F1 FBB = Field Built Box DV- VTR EFII - VIR 6" wc Lr L-kJnV HiF1 PP fresh jp. Si Page 1 BED2 6x4 TD. D cfm RO-SL699 Uriversd 2018 34Um Winter Park, FL 32792 18.0.20 RSU16793 fj -- Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 EF1 - VrR 80MBED 4 cfrr.. 3c 7" E 4 r 11 BTH2 T 6 1 12 r-- I 8 mCf 8X4 IN ) L Y, /4 D" 4N IOX8 152 miiLRftfi X Ili; 6 108 cfr#rr A2 fr" A 4 w 11 1 1. C 2 8. Ic 12x 12 121 AM 1 CfM f3 IM 6 ............ I 1OXq G LRB 1 6 q YI BED3 107 cfm I CfM FAM I DINE 10X10 1Bk10 Cu W - Job M 105 19th Street One Stop Cooling and Heating Scale: 1 : 62 Perforated by)(F/LM for: Page 1 Miler Coistrwhcn Services 7225 Sandscove Court RO-SL699 Uriversd 2018 10519th Street Winter Park, FL 32792 18.0.20 RSU16793 Sanford FL Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 2018 -Jur) -M16:35:18 cia\105 19th Street\GascacliarLp wmvOneStopODoling.com Ok to construct single!family home ALL with setbacks and impervious area CONC shown on plan. Se-Aed"/G /, LL E $ at N. / g7lvllej COMPLY WITH THE CONTRACTOR REGISTRATION INTRACTOR IS RESPONSIBLE FOR CORRECTING ANY ERRORS ECTING ANY ERROR SHALL FIRST BE APPROVED BY THE BY THE SUBCONTRACTOR DIRECTLY RESPONSIBLE. ALL ID TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR DON WITH THE PROSECUTION OF THE WORK. OOR DRAINS, SLOPES/SLAB DEPRESSIONS AND RAISED QUIPMENT. REFER TO DRAWINGS PREPARED BY FOOD SERVICE 7, sc kftuo 108 IS COMPLETED. S h• 2v s swq-1 a,PP J DMES. XO /2 I Z w sF - 1LL REFLECT SAME INFORMATION. THE CONTRACTOR SHALL PREMISES AT ALL TIMES. THESE ARE TO BE KEPT UNDER R MATERIALS OR WORKMANSHIP WHICH SHALL APPEAR WITHIN UNDER THIS CONTRACT. ORT. THE OWNER AND/OR ARCHITECT ACCEPTS NO OWNER FOR INSTRUCTIONS PROPER TO' THE CONTINUATION OF NS AND LOCATIONS TO BE JOINED SHALL BE VERIFIED BY THE IE OWNER SO THAT MODIMCATIONS CAN BE MADE BEFORE F THE BUILDING AND ITS COMPONENT PARTS DURING PLIED ITEMS. ALL ITEMS NOT MARKED AS "OWNER SUPPLIED' CONTRACTOR. TOP EQUIPMENT. PLASTIC PHENOLIC ENGRAVED PLAT SCREWED 4TH THE ARCHITECT AND OWNER ANY SUCH DISCREPANCIES NORITIES HAVING JURISDICTION. THE PROJECT. THE OWNER AND/OR ARCHITECT'S APPROVAL 2EQUIREMENTS. 4G BUILDING CODES/ORDINANCES. ODES/ORDINANCES. ND FINISHED SPACE READY FOR TENANT OCCUPANCY. THE HITECT- PRIOR TO CCHSTRUCTION - OF ANY DISCREPANCIES IE UNLESS SPECIFICALLY DETAILED. SEE MECHANICAL AND/OR N ACCORDANCE WITH LOCAL RESTRICTIONS. ING BOLTS OR ANY OTHER ITEM WHICH COULD DISTURB THE THE GRAPHIC SCALE APPLIES. DO NOT SCALE THESE DRAWINGS. DATA SHEETS IN ACCORDANCE WITH THE PROJECT UTHORITIES HAVING JURISDICTION 'OVER THIS TYPE OF EEVES, HANGERS, SLAB DEPRESSIONS, WALL BLOCKING AND AND FINISHED SPACE READY FOR TENANT OCCUPANCY. THE CHITECT- PRIOR TO CONSTRUCTION - OF ANY DISCREPANCIES PLYWOOD DIMENSIONS DIMENSIONS ARE TAKEN FROM FACE OF STUD TO FACE OF STUD, UNLESS L W. 19th_ Street _ 2' Miami Curb 4.4' 50'(P ---45'(P) — d: Set ," Rebar a ° I.& Cap "LB 7623" 7.0 Crushed Asphalt .:..a 7— — LEGAL DESCRIPTION LOT 107 + N 5 FT OF LOT 106 SANFORD HEIGHTS PB 2 PG G3 PARCEL ID 36- I q-30-506 -0000-1070 IMPORTANT NOTE: THIS PROPOSED SITE PLAN IS NOT AN ACTUAL SURVEY OF SAID PROPERTY. MILLER CONSTRUCTION SERVICES ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF SAID Site SCALE: SHE[ index A2.0 RECORD COPY Alpine, an ITW Company 6750 Forum Drive, Suite 305 Orlando, FL 32837 Phone: (800)755-6001 alpineitw.com Site Information: Customer: Accu -Span Truss Company Job Number. 15805 JobDescription: Cascadia Home /Cascadia Home -MILLER CONSTRUCTION Address: 105 19th Street City, State, Zip: SANFORD, FL 32771 Name, Address and License # of Structural EOR if one exists for the building: Name: License #: Address: City, State, Zip: State: Job Engineering Criteria: Design Code: FBC 2017 RES View Version: 17.02.01.1114.21 JRef #: 1 W b24080009 Wind Standard: ASCE 7-10 I nd Speed (mph): 140 Roof Load (psO: 20.00-7.00-0.00- Floor Load (pso: None 10.00 This package contains a job notes page, 8 truss drawings and 3 details. Item Seal # Truss 1 138.18.1328.34540 A01 3 138.18.1328.44760 A03 5 138.18.1328.53670 A05 7 138.18.1329.00113 B01 Item Seal # Truss 2 138.18.1328.41633 A02 4 138.18.1328.48963 A04 6 138.18.1328.57223 A06 8 138.18.1329.04517 B02 jILD/NC SANFoRD O' ARI-N 2472 This document has been electronicatly signed using a Digital Signature. Printed copies without an original signature must be verified using the original electronic t version. No, 7086 STATE OF er SSlt#IN dti' 05/21/2018 Florida Certificate of Product Approval #FL1999 Printed 5/21/2018 1:18:23 PM Job Number: 15805 Ply: 1 SEAN: 142735 / T7 GABL Cust: R.408 JRef: 1 Wb24080009 Cascadia Home /Cascadia Home -MILLER CONSTRUCTION Qty: 1 FROM: JB DrwNo: 138.18.1328.34540 Truss Label: A01 KM / WHK 05/18/2018 2'6"9 8'1"12 13'1"4 20' 26'8" _ 33'6"6 37'5"7 40' r- 2'6.,9 S'7"3 ' 1 4.11.,6 6,10"12 J- 6'8" 6'10"6 3'11"1 szs 6' 'j p' P) T 3r7 6X8 '3 c 11 B 8 A AP ki'4 9121,10 10'1"12 7"10 9'10"4 20' 0 NNL) F-- 4' -i F^ 4' 5x6 3X4N T4 5P6 a) ; 3X4 =5X6 TS s U T AQ 5X8 =5X6 40' 10' 30' 10' T i'4" NNL) Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (lbs), or "=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/deft L/# Loc R / U / Rw / Rh / RL /W AP -126 /38 /58 / - /4 /239TCDL: 7.00 Speed: 140 mph Pf: NA Ce: NA VERT(LL): 0.163 AD 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.435 AD 793 180 AQ 622 / 195 /313 / - / - /7.6 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.042 C - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.077 C - - AP Min Brg Width Req = - Code / Misc CriteriaNCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor: 2.0 AQ Min Brg Width Re 1.5q - Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.853 Bearings AP & AQ are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.745 Bearing AQ requires a seat plate. Spacing: 24.0 " C&C Dist a: 4.00 ft Rep Factors Used: Yes Max Web CSI: 0.514 Members not listed have forces less than 375# Loc. from endwall: not in 6.50 ft FT/RT:0(0)/0(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 17.02.01A.1114.21WindDuration: 1.60 WAVE Lumber Top chord 2x4 SP #1 Dense :T4, T5 2x4 SP #2 Dense: Bot chord 2x4 SP #1 Dense :B2 2x4 SP #2 Dense: Webs 2x4 SP #3:W2 2x4 SP #1 Dense: W3, W4 2x4 SP #2 Dense: Bracing a) Continuous lateral restraint equally spaced on member. Plating Notes All plates are 2X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWGS A14015ENC101014 & GBLLETIN0118 for gable wind bracing and other requirements. 91 A s s 0.7,08 1 ra B - C 475 -1065 K - N 858 -227 B -AP 368 -628 N - P 263 -655 C - D 482 -1047 P - Q 519 -1145 D -E 510 -1024 Q -R 533 -1174 F - H 472 -134 AQ- R 791 -918 H -K 414 -67 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B -AC 1030 -416 T - R 1109 -420 AC -AB 934 -365 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp E -AB 683 -1454 K - U 320 -787 H - X 365 -833 U - N 446 -1066 X - K 522 -222 N - T 701 -201 X - U 417 -790 T - P 354 -567 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. AC- E 494 -240 AB- F 416 -174 a7 9 tar COA #0, 05/21/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a propperlyattachedrigidceiling. Locations shown for permanent lateral restraint of webs shall have bracingq inslalled per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. defer to ALPINEdrawings160A -Z for standard plate positions. Alpine, a division of ITW Buildinl1Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the AN ry comvnNv truss in conformance with ANSI PI 1, or for handlin4, shipping, installation and bracing of trussesA seal on this drawing or cover page , , 6750 Forum Drivelistingthisdrawing, indicates acceptance of pro) essionar engineering responsibility solely for the desi n shown. The suitabilityanduseofthisaawingforanystructureistheresponsibilityoftheBuildingDesignerperANSUTPI1Sec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE: —al ineitw.com; TPI: www.t inst.or ; SBCA: w .sbcindustry.com; ICC: w Jccsafe.org Orlando FL, 32821 Job Number: 15805 T4" 10' 10' Ply: 1 7 1 6'4"10 9'5"5 T10 SEQN: 142674 / T6 COMN Cust: R408 JRef: 1 Wb24080009 Cascadia Home /Cascadia Home -MILLER CONSTRUCTION Loading Criteria (psf) Qty: 6 Snow Criteria (Pg,Pf in PSF) FROM: JB DrwNo: 138.18.1328.41633 Truss Label: A02 TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA U NA CAT: NA PP Deflection in loc L/deft U# Loc R / U / Rw / Rh / RL W KM / WHK 05/18/2018 Speed: 140 mph Pf: NA Ce: NA VERT(LL): 0.836 P 572 240 S 1572 / 482 / 709 / - /75 7.6 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA 16' 9'8"13+ 13'1'A 20 26'8" 33'6"6 40 1'6' 5'0"6 3'2"7 3'4"7 6'10"12 + 6'8" 6'10"6 6'5"10 EXP: C HORZ(TL): 0.407 L - - 8X16 NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria F T Min Br Width Re 1.6q T123 2X4 T2 Max TC CSI: 0.815 Bearings S & T are a rigid surface. 3X4 Load Duration: 1.25 BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h TPI Std: 2014 E Bearings S & T require a seat plate. G C&C Dist a: 4.00 ft Rep Factors Used: Yes 3X4 Members not listed have forces less than 375# a Loc. from endwall: not in 6.50 ft FT/RT:0(0)/0(0) 5X8(SRS) D Ply (Ibs) GCpi: 0.18 5X6 1113X8 C Tens. Comp. Wind Duration: 1.60 H 5X6(B7R) T1 Lumber 3X4 TT B A 1144 -2985 N W6 J K 1430 -4040 ryz Q R =3X4 D - E 2652 -7429 H - I 1564 -4359 T2 2x6 SP #2: 8 S B1 P O B2 M L B2 2x4 SP #2 Dense: H0912 6X10 5X6 =5X8(E1) 1.5 ill2X4 Maximum Bot Chord Forces Per Ply (Ibs) 12 Chords Tens.Comp. Chords Tens. Comp. 1112X4 40' 4 5'9" +3'2"11+ T4" 10' 10' 11'4 7 1 6'4"10 9'5"5 T10 12'8" 20' 30' 40' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA U NA CAT: NA PP Deflection in loc L/deft U# Loc R / U / Rw / Rh / RL W TCDL: 7.00 Speed: 140 mph Pf: NA Ce: NA VERT(LL): 0.836 P 572 240 S 1572 / 482 / 709 / - /75 7.6 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 2.235 P 311 180 T 1558 / 478 /720 / - / - 7.6 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.222 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.407 L - - S Min Brg Width Req = 1.89NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 2.0 T Min Br Width Re 1.6q Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.815 Bearings S & T are a rigid surface. Load Duration: 1.25 BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.961 Bearings S & T require a seat plate. Spacing: 24.0 " C&C Dist a: 4.00 ft Rep Factors Used: Yes Max Web CSI: 0.947 Members not listed have forces less than 375# Loc. from endwall: not in 6.50 ft FT/RT:0(0)/0(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE, HS VIEW Ver: 17.02.01A.1114.21 Lumber B - C 2164 -6235 F - G 1144 -2985 C - D 2568 -7347 G - H 1430 -4040 Top chord 2x4 SP #2 Dense :T1 2x4 SP #1 Dense: D - E 2652 -7429 H - I 1564 -4359 T2 2x6 SP #2: E - F 2646 -7271 1 - J 1559 -4387 Bot chord 2x4 SP #1 Dense :B1 2x6 SP SS: B2 2x4 SP #2 Dense: Webs 2x4 SP #3:W5 2x4 SP #1 Dense: Maximum Bot Chord Forces Per Ply (Ibs) W6, W7 2x4 SP #2 Dense: Chords Tens.Comp. Chords Tens. Comp. Rt Slider 2x4 SP #3: BLOCK LENGTH = 1.935' Lt Wedge 2x4 SP #3: B - R 6024 -2038 M - L 3596 -1241 R - Q 6165 -2086 L - J 4186 -1460 Bracing Q - N 7285 -2457 a) Continuous lateral restraint equally spaced on member. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Wind Wind loads based on MWFRS with additional C&Cglrttsttltuytrato iffyPf R - C 232 -587 N - M 2705 -887 member design.¢ g r C - Q 1092 -362 M - G 350 -845 rrr N - F 4661 -1648 G - L 533 -75 i a r E • . Baa ter coA #09$ two 05/21/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted dttherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propertyattachetlriidceiling. Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 1310, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to drawings 160A -Z for standard plate positions. ALPINEAlpine, a division of ITW Buildinl1Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling, shipping, installation and bracing of trussesA $eal on this drawing or cover pa e , , listing this drawing, indicates acceptance of pro7esstonaT engineering responsibility solely for the design shown. The s iifabllltyanduseofthisdrawing, for any is the the Building Designer u rtw ro va r 6750 Forum Drive Suite 305structureresponsibilityofperANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.or ; SBCA:-sbcindust .corn; ICC: w Jccsafe.org Orlando FL, 32821 Job Number: 15805 4'9"1 5'2" 90"6 4,7"6 6'4"4 1,4J t Ply: 1 SEAN: 142685 /T4 COMN Cust: R408 JRef: 1 Wb24080009 Cascadia Home /Cascadja Home -MILLER CONSTRUCTION 710 Qty: 11 FROM: JS Wind Criteria DrwNo: 138.18.1328.44760 Truss Label: A03 Maximum Reactions (Ibs) ALPINE TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/deft L/# Loc R / U / Rw / Rh / RL KM / WHK 05/18/2018 TCDL: 7.00 Speed: 140 mph Pf: NA Ce: NA VERT(LL): 0.723 P 661 240 S 1573 /482 /710 / - /63 7.6 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 1.936 P 359 180 T 1561 / 477 /721 / - / - 7.6 BCDL: 10.00 Risk Category: II Snow Duration: NA F'i3'5"14 Des Ld: 37.00 EXP: C 10'4"3 + 14'11"12+ 20' + 24'5"10+ 29'2"2 + 3364 + 40 1 6 5'4"5 4'79 5'0"4 4'510 4'8"B 4'4"2 6'5"12 Max TC CSI: 0.926 Bearings S & T are a rigid surface. 5X6 BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.955 Bearings S & T require a seat plate. F C&C Dist a: 4.00 ft Rep Factors Used: Yes Max Web CSI: 0.680 Members not listed have forces less than 375# g 12 4X6 FT/RT:O 0 /0 0 3X4 Maximum Top Chord Forces Per Ply (Ibs) T Plate Type(s): E Chords Tens.Comp. Chords G Wind Duration: 1.60 WAVE, HS VIEW Ver: 17.02.01A.1114.21 Lumber 112X4 w 3X4 5D a) C - D 2456 -7088 H - 1 H 5X6 1113X8 C T1 D - E 2271 -6391 1 - J 1496 -4274 Bot chord 2x6 SP SS :B3 2x4 SP #2 Dense: E - F 1397 -3778 J - K 1493 -4302 Webs 2x4 SP #3 I 5X6(B7R) F - G 1396 -3765 Rt Slider 2x4 SP #3: BLOCK LENGTH = 1.935' Lt Wedge 2x4 SP #3: 3J 4 1 B s A rz Q pH0912 p Maximum Bot Chord Forces Per Ply (Ibs) Bracing K L Chords Tens.Comp. Chords Tens. Comp. R=_4X4 3X10 3937 -1347 member. S 1112X4 4100 -1398 Wind N M Q - P 6902 -2300 M - K 0 1.5 Wind loads based on MWFRS with additional C&C 7X8 B3 =5X8(E1) member design. 12 1112X4 40' 1'4" 47"9 6213 4'9"1 5'2" 90"6 4,7"6 6'4"4 1,4J t ri lk! 4i rp v 7'10 4'10"3 10'0"15 14'10" 20' 29'0"6 33'7"12 40' COA # mrra rpe ttr 710 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Loading Criteria (psq Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) ALPINE TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/deft L/# Loc R / U / Rw / Rh / RL W TCDL: 7.00 Speed: 140 mph Pf: NA Ce: NA VERT(LL): 0.723 P 661 240 S 1573 /482 /710 / - /63 7.6 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 1.936 P 359 180 T 1561 / 477 /721 / - / - 7.6 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.199 M - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.367 M - - S Min Brg Width Req = 1.8 NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 2.0 T Min Brg Width Req = 1.6 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.926 Bearings S & T are a rigid surface. Load Duration: 1.25 BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.955 Bearings S & T require a seat plate. Spacing: 24.0 " C&C Dist a: 4.00 ft Rep Factors Used: Yes Max Web CSI: 0.680 Members not listed have forces less than 375# Loc. from endwall: not in 6.50 ft FT/RT:O 0 /0 0 Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE, HS VIEW Ver: 17.02.01A.1114.21 Lumber B - C 2022 -5853 G - H 1483 -4035 C - D 2456 -7088 H - 1 1452 -4047 Top chord 2x4 SP #2 Dense T1 2x4 SP #1 Dense: D - E 2271 -6391 1 - J 1496 -4274 Bot chord 2x6 SP SS :B3 2x4 SP #2 Dense: E - F 1397 -3778 J - K 1493 -4302 Webs 2x4 SP #3 F - G 1396 -3765 Rt Slider 2x4 SP #3: BLOCK LENGTH = 1.935' Lt Wedge 2x4 SP #3: Maximum Bot Chord Forces Per Ply (Ibs) Bracing Chords Tens.Comp. Chords Tens. Comp. a) Continuous lateral restraint equally spaced on B - R 5641 -1891 O - N 3937 -1347 member. R - Q 5757 -1932 N - M 4100 -1398 Wind Q - P 6902 -2300 M - K 4100 -1395 Wind loads based on MWFRS with additional C&C P-0 6125 -2041 member design. Maximum Web Forces Per Ply (Ibs) µtygltatttlrteyiFr Webs Tens.Comp. Webs Tens. Comp. R - C 210 -500 P - E 1785 -562 T`sprrrpr pr'3f y C -Q 1159 -372 E-0 1011 -2814 0-0 D - P 250 -696 O - F 1538 503 gyp 4 /, sir A 0 pr [ f ri lk! 4i rp v VS IONALCOA # mrra rpe ttr 05/21/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI an SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progeny attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. kefer to drawings 160A -Z for standard plate positions. ALPINEAlpine, a division of ITW Buildingp Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page , . Iisting this drawing, indicates acreptan e of proTesstonaT engineering responsibility solely for the design shown. The suifabrlrtyanduseofthisaawingforis ANrrwcomwNY 6750 Forum Drive Suite 305anystructuretheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE' www alpineitw corn; TPr www 1pjnst org; SBCA www sbcindustrycom; ICC: www iccsafe ora Orlando FL 32821 Job Number: 15805 Ply: 1 SEAN: 142755 / T9 GABL Cust: R408 JRef: 1 Wb24080009 Cascadia Home /Cascadia Home -MILLER CONSTRUCTION Qty: 1 FROM: JB DrwNo: 138.18.1328.48963 Truss Label: A04 KM / WHK 05/18/2018 14 W112'- 21"1'2 1'311 T5" 10'1" 14'11"12 20' 24'5"10 29'2"5 3 ' 33'1p"4 3T5" 40 1'311 4'10"7 f 1'101'4 I^1'5''l72'8"8 4'10"4 5'0"4 4'S"10 4'8"11 9" 1 1'5'14 5X6G 3 p ,3X4 =06 F HT5X6 H0510I N E (a) T2 D (a) 3L6 T =6XB % 3X6 3X4 = 5X6Cv 175 AW =5X6 z U1X a) P 3X8 AB T R 0 1.5 = 6X8 1113X6 12 40' F1'4'", 6'9"6 2'7" 4'10" 5'2" 9'0"6 11"10 2 + 2 F 4 14" 7 10 7'S" 10' 14'10" 20' 29'0"6 3 ' 2 34' 36' 40' 7'{10 32,'. NNL) NNL) Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria Maximum Reactions (lbs), or .=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL /W AB -84 /27 /39 / - /6 /124TCDL: 7.00 Speed: 140 mph Pf: NA Ce: NA VERT(LL): 0.412 X 840 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 1.136 X 457 180 0` 207 /62 /96 / - / - /131 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.095 C - - R /1020 Des Ld: 37.00 EXP: C HORZ(TL): 0.175 C - - O /156 Code / Misc CriteriaNCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor: 2.0 Wind reactions based on MWFRS Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.927 AB Min Brg Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.844 0 Min Brg Width Req = - Bearings AB & T are a rigid surface. Spacing: 24.0 " C&C Dist a: 4.00 ft Rep Factors Used: Yes Max Web CSI: 0.690 Loc. from endwall: not in 9.00 ft FT/RT:0(0)/0(0) Members not listed have forces less than 375# GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE, HS VIEW Ver: 17.02.01A.1114.21 Chords Tens.Comp. Chords Tens. Comp. Lumber B - C 1241 -3309 H - I 3115 -1036 Top chord 2x4 SP #2 Dense :T2 2x4 SP #1 Dense: B -AB 967 -2277 I - L 3107 -1076 Bot chord 2x4 SP #2 Dense :B1 2x4 SP #1 Dense: C - D 1251 -3290 L - N 922 -310 Webs 2x4 SP #3 D - E 1284 -3259 N-0 764 -180 Bracing E - F 687 -1800 member! Continuous lateral restraint equally spaced on Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Plating Notes B - X 3196 -1143 U - T 411 -965 All plates are 2X4 except as noted. X - W 3214 -1144 T - R 379 -953 Wind W -V 3172-1119 R-0 356 -880 V - U 1678 -492 Wind loads based on MWFRS with additional C&C member design. t tuuuutfrtrrl tr Maximum Web Forces Per Ply (Ibs) Additional Notes ¢a /rriy Webs Tens.Comp. Webs Tens. Comp. See DWGS A14015ENC101014 & GBLLETIN0118 for Tl„#••*++.,+ 4 E - V 646 -1458 H - T 1013 -2712 gable wind bracing and other requirements. sa• V - F 871 -263 T - L 796 -2133 t%4', t+ + F - U 591 -1602 L - R 1071 -383 U - H 1400 -436 i SAT a As UAI, COA # attgo»fttt 05/21/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing, and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) for safety practices pnor to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperlyattachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A -Z for standard plate positions. ALPINEAlpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failuretrussinconformanceANSIPI1, for handlin4, to build the Hv nWcouwnvwithorshipping, installation and bracing of trussesA seal on this drawing or cover pa e , , 6750 Forum Drivelistingthisdrawingindicatesacceptanceofpro) essionaf engineering responsibility solely for the design shown. The suig bility and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.or ; SBCA: www.sbcindust .com; ICC: www.iccsafe.orq Orlando FL, 32821 Job Number: 15805 Cascadia Home /Cascadia Home -MILLER CONSTRUCTION Truss Label: A05 T6"8 7'6"8 Ply: 1 Qty: 2 14'11"12 20' 75"A 5'0" 4 SEQN: 142689 / T3 FROM: JB 24'9"10 49"10 4X4 3X6 F COMN Cust: R408 JRef: 1Wb24080009 DrwN o: 138.18.1328.53670 KM / WHK 05/18/2018 29'7"4 4'9"10 T2 =3X4 3EE G D 1112X4 5X6 (a) I D a) 3X6 O L A B =5X6 K M =3X10 81112X4 1113 3X6(E3a 1.5 1113X6) N 10 6'9"6 X7,10 75" 7" 0 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 140 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: Des Ld: 37.00 C Snow Duration: NA Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Max TC CSI: 0.776 Loc. from endwall: Any TPI Std: 2014 GCpi: 0.18 Bearings B & N require a seat plate. Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense 72 2x4 SP #1 Dense: Bot chord 2x4 SP #1 Dense Webs 2x4 SP #3 Plate Type(s): Lt Slider 2x4 SP #2 Dense: BLOCK LENGTH = 2.757' Bracing WAVE a) Continuous lateral restraint equally spaced on member. Wind B - C 2821 -4748 E - F 1217 -1837 Wind loads based on MWFRS with additional C&C member design. C - D 2809 -4706 F - G 1227 -1828 Right end vertical not exposed to wind pressure. 29'74 TS' 5'2" 14' 10" 20' 9'0"6 1'4"12 29'0"6 i6"14 29'7"4 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Loc R / U / Rw / Rh / RL /W Pf: NA Ce: NA VERT(LL): 0.430 D 826 240 B 1180 /360 /543 / - /109 /7.6 Lu: NA Cs: NA VERT(TL): 1.143 D 451 180 N 1184 /368 /523 / - /- /6.9 Snow Duration: NA HORZ(LL): 0.159 J - - Wind reactions based on MWFRS HORZ(TL): 0.291 J B Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 2.0 N Min Brg Width Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.776 Bearings B & N are a rigid surface. TPI Std: 2014 Max BC CSI: 0.864 Bearings B & N require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.909 FT/RT:0(0)/0(0) Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver: 17 02.01A 1114 21 B - C 2821 -4748 E - F 1217 -1837 C - D 2809 -4706 F - G 1227 -1828 D - E 2387 -3817 if7tr`` lr s i R r + a 0 + ta4 05/21/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - M 4544 -2775 L - K 3635 -2254 M - L 4557 -2785 K - J 1220 -793 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. D - L 525 -852 K - F 636 -320 L - E 1183 -656 K - G 639 -336 E - K 1391 -2156 G - J 1046 -1578 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI an c3 SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporarybracingperBCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppedyattachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or B10, as applicable. Apply plates to each face oftrussand position as shown above and on the Joint Details, unless noted otherwise. Refer to A LPI N Edrawings160A -Z for standard plate positions. Alpine, a division of ITW Build ingp Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the AN mu coMcnNvtrussinconformancewithANSIPI1, or for handlin4, shipping, installation and bracing of,trussesA seal on this drawing or cover page , , 6750 Forum DriveIistingthisdrawingindicatesacceptanceofprofessionalengineeringresponsibilitysolelyforthedesignshown. The sU,AbilityanduseofthisyawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: wa w.t inst.or ; SBCA: w .sbcindust .corn; ICC: w Jccsafe.org Orlando FL, 32821 Job Number: 15805 Ply: 1 SEQN: 142720 / T8 GABL Cust: R408 JRef: 1 Wb24080009 Cascadia Home /Cascadia Home -MILLER CONSTRUCTION Qty: 1 FROM: JB DrwNo: 138.18.1328.57223 Truss Label: A06 I KM / WHK 05/18/2018 12' 12' 111% 29'7"4 14' 1-1 t+g 20' 24'9"10 + 27'0"11 29'3"1?' F3i8 2' 4'10"6 4'9'10 2'3••1 2'3*'l P 4' j- 6.4••6 77'10 = 4X4G AJ 12 297'4 1 11.4••66'2" 010, 20' 7'•70 144 o" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 140 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 VERT(TL): 1.500 C 343 180 EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft TPI Std: 2014 Loc. from endwall: Any Bearings AJ & AK require a seat plate. GCpi: 0.18 Max Web CSI: 0.708 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Dense :T3, T4 2x4 SP #2 Dense: Bot chord 2x6 SP SS :132 2x4 SP #1 Dense: Webs 2x4 SP #3 Bracing a) Continuous lateral restraint equally spaced on member. 1112X4(--) 1113X6 9'0"6 1'4"12 29.0.E -14 257"4 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL /W AJ 1108 /329 /515 / - /89 /7.6Pf: NA Ce: NA VERT(LL): 0.557 C 634 240 Lu: NA Cs: NA VERT(TL): 1.500 C 343 180 AK 1180 / 367 /521 / - / - /6,9 Snow Duration: NA HORZ(LL): 0.180 0 - - Wind reactions based on MWFRS Y - Z HORZ(TL): 0.333 O Creep Factor: 2.0 AJ Min Brg Width Req = 1.5 AK Min Brg Width Req = 1.5Code / Misc Criteria Bldg Code: FBC 2017 RES Max TC CSI: 0.816 Bearings AJ & AK are a rigid surface. TPI Std: 2014 Max BC CSI: 0.626 Bearings AJ & AK require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.708 AH- O 1181 -1694 FT/RT:0(0)/0(0) ryp Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 17.02.01A.1114.21 A - B 3619 -5856 D - E 2834 -4275 WAVE, HS member design. Right end vertical not exposed to wind pressure. r mow*••••••4,f ® N B - C 2814 -4329 E - G 1399 -1930 C - D 2828 -4296 G-1 1407 -1926 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - W 5698 -3544 T-0 1337 -914 W - T 4011 -2563 Plating Notes Maximum Web Forces Per Ply (Ibs) All plates are 2X4 except as noted. Webs Tens.Comp. Webs Tens. Comp. 2 plate(s) require special positioning. Refer to B - Y 967 -1472 T - G 719 -494 scaled plate plot details for special positioning Y - Z 972 -1478 T - I 620 -323 requirements. Z - W 974 -1481 1 -AH 1027 -1517 Wind y4rts€ttttrtllrrtvrrrri W E 1 - 907 AH- O 1181 -1694 ryp E - T 1 - 529 567 2427 Wind loads based on MWFRS with additional C&C ri„ member design. Right end vertical not exposed to wind pressure. r mow*••••••4,f ® N Additional Notes N See DWGS A14015ENC101014 & GBLLETIN0118 forr Ci. LT- gable wind bracing and other requirements. 05/21/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingtSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporarryy BCSI. Unless noted otherwise,top chord shall have property attached structural sheathing and bottom chord shall have a property iid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910, le._ Apply platesto each face of truss and position as shown above and on the Joinf-Details, unless noted otherwise. Refer to Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI P1 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover pa e . . listing this drawing indicates acceptance of pro-fessionar engineering responsibility solely for the design shown. The suit-abtlityanduseofthiscawingforanystructureistheresponsibilityofthebuildingDesignerperANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www alpineitw corn; TPI: www tpinst org; SBCA www sbcindustrycorn; ICC: www iccsaf A 1.4&1 E ANR COMPANY 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number: 15805 Ply: 1 SEQN: 142723 / T1 COMN Cast: R408 JRef: 1Wb24080009 Cascadia Home /Cascadia Home -MILLER CONSTRUCTION Qty: 10 FROM: JB DrwNo: 138.18.1329.00113 Truss Label: Bot KM / WHK 05/18/2018 6'10"8 6'10"8 10'4"13'9"8 20'8" 3'5"8 ' F' 3'S"8 1 6'10"8 4X4 12 D f— 1'4" —{ -- 5"12 t"12 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Wind Criteria Wind Std: ASCE 7-10 Speed: 140 mph Enclosure: Closed Risk Category: II EXP:C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #1 Dense Webs 2x4 SP #3 Lt Stub Wedge 2x4 SP #3::Rt Stub Wedge 2x4 SP #3: Wind Wind loads based on MWFRS with additional C&C member design. 9'10"4 10'4" Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE 20'8" 9'10"4 20'24 Deft/CSI Criteria PP Deflection in loc L/deft L/# VERT(LL): 0.088 H 999 240 VERT(TL): 0.232 H 999 180 HORZ(LL): 0.024 H - - HORZ(TL): 0.043 H Creep Factor: 2.0 Max TC CSI: 0.527 Max BC CSI: 0.811 Max Web CSI: 0.222 VIEW Ver: 17.02.01 A. 1114.21 05/21/2018 1'4" —{ 5"12 F 81, Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 845 / 261 /389 / - /40 /7.6 1 845 /261 /389 /- /- /7.6 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 1 Min Brg Width Req = 1.5 Bearings B & I are a rigid surface. Bearings B & I require a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - C 1252 -1850 D - E 996 -1476 C - D 995 -1476 E - F 1252 -1850 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - H 1742 -1135 H - F 1742 -1141 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - H 393 -395 H - E 393 -395 D - H 583 -311 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an c7 SBCA) for safety practices poor to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a property attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to ` drawings 160A -Z for standard plate positions. ALPINEAlpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the nNnwcon+wNrtrussinconformancewithANSI/TPI 1, or for handlin shipping, installation and bracing of trussesA seal on this drawing or cover paga 6750 Forum Drive I isting this drawing, indicates acceptance of proTessionaf engineering responsibility solely for the design shown. The suiTabilityanduseofthisdawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.or ; SBCA: www.sbcindust .com; ICC: w Jccsafe.org Orlando FL, 32821 Job Number: 15805 Ply: 1 SEQN: 142758 / T2 GABL Cust: R408 JRO: 1Wb24080009 Cascadia Home /Cascadia Home -MILLER CONSTRUCTION Qty: 1 FROM: JB DrwNo: 138.18.1329.04517 Truss Label: B02 KM / WHK 05/18/2018 T N N 1 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " 2'6"9 + 10'4" 2'6"9 7'97 6,4„ 2, 12 ( TYP) 4X4F 1817 7'9"7 20'8" 2'6"9 f- 1'4" NNL) Wind Criteria Wind Std: ASCE 7-10 Speed: 140 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Stack Chord SC1 2x4 SP #2 Dense: Stack Chord SC2 2x4 SP #2 Dense: Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: W Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE 5x6 20,8„ B, 20,8" 20'8" 14 - NNL) 5'4" { Defl/CSI Criteria Maximum Reactions (Ibs), or *=PLF PP Deflection in loc L/deft L/# Loc R / U / Rw / Rh / RL /W J* 82 /25 /37 /- /2 /248VERT(LL): 0.056 1 999 240 VERT(TL): 0.148 1 999 180 Wind reactions based on MWFRS HORZ(LL): 0.013 C - - J Min Brg Width Req = - HORZ(TL): 0.024 C Bearing B is a rigid surface. Creep Factor: 2.0 gable wind bracing and other requirements. Max TC CSI: 0.405 Members not listed have forces less than 375# Max BC CSI: 0.325 Maximum Top Chord Forces Per Ply (Ibs) Max Web CSI: 0.106 Chords Tens.Comp. 4 1-1 379 -423 VIEW Ver: 17.02.01A.1114.21 IMaximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. L - H 405 -329 Plating Notes All plates are 2X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWGS A14015ENC101014 & GBLLETIN0118 for#tt*fttlfsykrNpegablewindbracingandotherrequirements. r,,, r Stacked top chord must NOT be notched or cut in, area (NNL). Dropped top chord braced at 24" oc intervals. Attach stacked top chord (SC) to dropped top in ws•""°ss. ++ schordnotchableareausing3x4tie -plates 24" 4 oc. Center plate on stacked/dropped chord z interface, plate length perpendicular to chord length. VSplicetopchordinnotchableareausing3x6. Y l 05/21/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperryly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply pates to each face oftrussand position as shown above and on the Joint- Details, unless noted otherwise. (tefer to ALPINEdrawings160A -Z for standard plate positions. Alpine, a division of ITW BuildingComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the ANrVCOWANY truss in conformance with ANSI/TPI 1, or for handlinn, shipping, installation and bracing of trussesA seal on this drawing or cover pa e , , 6750 Forum DrivelistingthisdrawingindicatesacceptanceofproTessfonafengineeringresponsibilitysolelyforthedesignshown. The suitabilityanduseofthisgnawingforanystructureisfheresponsibilityofthebuildingDesignerperANSI/TPI 1 Sec.2. Suite 305 For more infonnation see this job's general notes page and these web sites: ALPINE: w .alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Orlando FL, 32821 Gable Stud Reinforcement Detail ASCE 7-101 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Ori 120 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Ort 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 nr, inn ,wn.h wi.A c eed iG' ue.,., usl..w.+ o....+i-u., r--'--- S 2x4 Brace Gable Vertical Spacing Species I Gracie'_"_Braces No 1) 1x4 'L' Brace w Group A Group B 1) 2.4 'L' Brace w (2) 2x4 'L' Brace will(1) 2x6 'L' Brace I. (2) 2x6 'L' Brace ON Group A Group B Group A Group B Group A Group B Group A Group B U SPF# 1 2 4' 3' 7' 3' 7' 7' 8' 7' e' 11' 10' 3' 10' 8' 13' 6' 14' 0' 14' 0' 14' 0' 3 4' 1' 6' 7' 7' l' 8' 6' 8' 10' 10' 1' 10' 6' 13' 4' 13' 10' 14' 0' 14' 0' In 18' end zones and 4' o.c, between zones. HF Stud 4' V 6' 7' 7' 0' 8' 6' 8' Ig' 10' 1' 10' 6' 13' 4' 13' 10' 14' 0' 14' 0' O In 18' end zones and 6' o.c. between zones. Standard 4' V 5' 8' 6' 0' 7' 7' 8' V 10' V 10' 6' 11' 10' 12' 8' 14' 0' 14' 0' 1 4' 6' 7'-4' 7' 8' 8' 8' 9' 0' 10' 4' 10' 9' 13' 8' 14' 0' 14' D' 14' 0' J Brace S P 2 4' 3' 7' 3' 7' 7' 8' 7' 8' 11' 10' 3' 10' 8' 13' 6' 14' 0' 1 14' D' 14' 0' U IDPL 3 4' 2' 6' 0' 6' 4' 7' 11' B' 6' 10' 2' 10' 7' 12' 5' 13' 4' 14' 0' 14' 0' Stud 4' 2' 6' 0' 6' 4' 7' 11' 8' 6' 10' 2' 10' 7' 12' 5' 13' 4' 14' 0' 14' 0' d 8, Standard 4' 0' 5' 3' 5' 7' 7' D' 7' 6' 9' 6' 10' 2' 11' 0' 11' 10' 14' 0' 14' 0' U as shown) at 1 / #2 4' 11' B' 4' 8' e' 9' 10' 10' 3' 11' B' 12' 2' 14' 0' 14' 0' 14' 0' 14' 0' SPP 3 4' 8' 8' 1' 8' 8' 9' 8' 10' 1' 11' 7' 12' l' 14' 0' 14' 0' 14' 0' 14' 0' ARNINIGIon 'ADAND FOLLOW LINAVINGI ULJ P Stud 4' 8' 8' 1' 8' 6' 9' 8' 10' 1' 11' 7' 12' V 14' 0' 14' 0' 14' 0' 14' 0' q1 O I Standard 4 ' B' 6' 11' 7' S' 9' 3' 9' 11' 11' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0• 1 nri ITIN ODMR4NN B' 5' 8' 9' 9' 11' 10' 4' 11' 10' 12' 4' 14' 0' 14'0' 14' 0' 14' 0' Marylantl Heights, M063043 S P 2 8' 4' 8' e' 9' 10• 10' 3' ill 8' 12' 2' 14' 0' 14' 0' 14' 0' 14' 0' 3 7' 4' 7' 9' 9' 9' 10' 2' Il' 8' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' Q D F L Stud 7' 4' 7' 9' 9' 9' 10' 2' 11' 8' 12' 1' 14' 0' 14' 0' 14' D' 14' 0' Standard6' 15'1' 5' 6' 10' 8' 7' 9' 2' Il' 7' 12' l' 13' 6' 14' 0' 14' 0' 14' 0' 1 / #2 9' 2' 9' 6' 10' 10' 11' 3' 11' 8' 13' 5' 14' 0' 14' 0' 14' 0' 14' 0' d SPF 3 9' 0' 9' 4' 10' 8' Il' 1' 12' 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' U LJ F Stud 9' 0' 9' 4' 10' 8' 11' 1' 12' 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' O I Standard 8' 0' 8' 6' 10' 8' Il' 1' 12' 9' 13' 3• 14' 0' 14' 0' 14' 0' 14' 0' X 1 5' 8' 9' 3 9' 8' 10' 11' 11' 4' 13' 0' 13' 6' 14' 0' 14' 0' 14' 0' 14' 0' d S P 2 5' 5' 9' 2' 9' 6' 10' 10' 11' 3' 12' 11' 13' 5' 14' 0' 14' 0' 14' 0' 14' 0' 3 5' 3' 8' 5' 9' 0' 10' 9' I1' 2' 12' 10' 13' 4' 14' 0' 14' 0' 14' 0' 14' 0' D F L Stud 5' 3' 8' 5' 9' 0' 10' 9' I1' 2' 12' 10' 13' 4' 14' 0' 14' 0' 14' 0' 14' 0' Standard 5' V 7' 5' 7' 11' 9' 11' 10' 7' 12' 9' 1 13' 3' 1 14' 0' 14' 0' 14' 0' 14' 0' Bracing Group Species and Grades, Group AI S ruce-Pine-Fir Hen -Fir 1 / #2Standard #2 Stud 3 Stud #3 Standard Douglas Fir-Lorch Southern Pinewww 3 #3 Stud Stud Standard Standard Group Bt Hem -Fir 1 6 Btr 1 D las Fir -Larch Southern Pinewww kl #1 2 #2 1x4 Braces shall be SRH (Stress -Rated Board). wwFor 1x4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these rades. Gabte Truss Detail Notest Wind Load deflection criterion Is L/240. Provide uplift connections for 55 plf over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. About Attach 'L' braces with IOd (0.128'x3.0' min) halls. able Truss K For (1) 'L' brace, space nails at 2' o.c. In 18' end zones and 4' o.c, between zones. Diagonal brace option, K)kFor (2) 'L' braces, space malls at 3' o.c. vertical length may be In 18' end zones and 6' o.c. between zones. doubled when diagonal 18' L' bracing must be a minimum of BOY. of web brace Is used. Connect member length. diagonal brace for 450# L• at each end. Max web Brace Gable Vertical Plate Sizes total length Is 14'. 31(31( Vertical Len th No Splice 2x4 DF -L #2 or Less than 4' 0' 1X4 or 2X3 better diagonal T_ lGrettier than 4' 0' 3X4 Vertical length shown brace/ single 8, itttl ti3tf In table above. 45' or double cut L 1 T x, kft, as shown) at Refer to common truss design for upper end. R, peak, splice, and heel plates. Connect diagonal at i wr. • +, Refer to the Building Designer for conditions midpoint of vertical web. 41 Refer to chart O or miiax gnbl Ver IC len h. not addressed by this detail. ARNINIGIon 'ADAND FOLLOW LINAVINGI 08D§'MANT- n nRAVINIG TO AALLL CONTPAPACTURS THE INSTALLEML2 0. REF ASCE7-10-GAB14015o Trusses regJre extreme care In fabricating, handiwg, shipping, Irotollhp and bracwg. Refs—to any sollo. the latest edition of SCSI (Building Component Safety Inforrwtbn, by TPI and SBcu s qa Practices prior to performing the" functions. Installers shop provide w 4 g DATE 10/01/14 Unless noted otherwise, top chord shalt have properly attached struciuratshh-thkV . bo c shalt hae a property attached rVd ceAw,g Locations shown for permanent lateral new<rant shall have bro tw, stas per ,sections BT nr H1H, applkabno Apply plates to ea i r STAT w y DRWG A14015ENC101014 a of truss and Ian as shown th , bane and an the Joint BetaR:, uhiese Hated atI a Nwe.* so4Refertodro.wgs 's,, • forsI60A-z forstandard plate pocitior,s. a4 nri ITIN ODMR4NN Alpine, division of ITV Busding Components Group Inc. shall not be responsible for any tlevlat f tns drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handgng s Instaa.tlon 6 bracwg f trusses. s asee mpee g swee,wra C_4 ti MAX, TGT, l_D 60 PSF 13723 River ort Drivep Suite 200 e A sea( on this drawwg or cover pnpr listing this draft, Indicates acceptance oP professbnlnpw,eerhg responsTItyy so1Ny far the design shown The stiff y and u" of this drowwgforanystucMebWokoftierAAdirgBedpan, per N61/TPI 1 Sect. Lt(' '' L3 w 1 Y Marylantl Heights, M063043 f t4k`> MAX, SPACING 24.0' l ALPINE pwwr i.,conj TPIe" tw. phsarge SBM w..,sbckWitl-t y.orgMILC wwwJcc"fe.orp CLR Reinf orcing Member Substitution T -Reinforcement This detail Is to be used when a Continuous Lateral Restraint (CLR) or T-Reinf. specified on a truss design but an alternative web L -Reinforcement: or r dreinforcementmethodIsdesired. L-Reinf. Notes: This detail Is only applicable for changing the specified CLR shown on single ply sealed designs to T -reinforcement or L-reinforecement or scab reinforcement. Alternative reinforcement specified In chart below may be conservative, For minimum alternative reinforcement, re -run design with appropriate reinforcement type. Web Member Specified CLR Alternative Relnforecement Size Restraint T- or L- Reinf. Scab Reinf. 2x3 or 2x4 1 row 2x4 1-2x4 2x3 or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x4 1-2x6 2x6 2 rows 2x6 2-2x4010 2x8 1 row 2x6 1-2x8 2xB 2 rows 2x6 2-2x6OK) T -reinforcement, L -reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design, 010 Center scab on wide face of web. Apply (1) scab to each face of web. Apply to either side of web narrow face. Attach with 10d (0,12B'x3.0',m1n) nails at 6' o.c, Reinforcing member Is a minimum 80% of web member length, Scab Reinforcement: Apply scab(s) to wide face of web, No more than (1) scab per face. Attach with 10d (0,12B'x3,0',min) nails at 6' o,c Reinforcing member Is a minimum 80% of web member length. Scab T-Reinf. L-Reinf. r,.- H. ...fff Y ws 7. 4 WARNNGON REAR AND iSI.LITV ALL NDTES W THIS BRAVING if N.DP(RTAHThv rURt6V THIS BRAVING TO ALL CWTlWTBTtS DEUMING THE TNSTALLER3.2 , • ` T L PSF REF CLR Subst, Trusses quire extreme carr In fabricating, herv*WV, shipping, Instattin had brochp Rrfr o ntlsf.11— the latsst edtl n of BCSI CBusdbg Component Safety Infarnatbn, by TPI and £BLN f n, , s' s pr.cticrs prior to Perfor,*v these f,e,cti.,- Installers .hall proved. t..par•ary w•achg p. ecsi.Y" e TC DL PSF DATE 10/01/14 Iinl.Si rated otherwise, top chord shall have propfrly attached siructuret she¢{hhp and bot Chom halt have a rl attached rltld c'' BC DL PSF DRWG BRCLBSUB1014Prropry "l- Locations slam For permanent lateral restraint s/aLL have brnchp hstnllrtl per I settlors B3, 117 or BIB, as appllcnblror. Apply plates to eaQL IF of ' have and position as shxsn above and the Iaht nrtaR., uhiess tea othrr.ise. „A a« A ,e t. BC LL PSFRefertodraw6Vs160A -Z for standard plate posltlors. 'i a AN rtVVOOMMNY "]pine' a dvislwl of ITV Bukd V Conpan.nt. Group Inc. shalt not be responsible for any d..wt 4aa;4 «e»` TOT, LD. PSFthisdrawing, any faAwe to bulla the truss In conformance with ANSI/TPI 1, or for handling, shpph - •«awes,»»aawInstallation6bracingoftruss.s. QA A seal on this drnwep or twee• pope Ilsthg this dr•awh'p, sxicates acceptance of proPesslorat ( i 13723 RNerport Drive enpYwrhg respasaBtY solely for the deslcn sham Th. stiff My wd use of this drawhp i $ L y; for any structve k iM tie B kdbV Be 10— per wsvTPI 1 S.cz. F ts4 DUR, FAC, Maryland For more Infor ythisMarylandHeights, MO 63043 Job's general rotes page and thrsr web sitro 411 ALPINE wrralpheitr.canl rfi rw..tpinst.ory Seca ...sbchdustry.ory ICC, r..Jccsafe.org SPACING Gable Detail Far I P+ -in \/or+inn I c T' ReinforcingMember Gable Truss Truss Plate Sizes ppropriate Alpine gable detail for e sizes for vertical studs. Engineered truss design for peak, b, and heel plates. vertical plates overlap, use a to that covers the total area of lapped plates to span the web. 2* 2X4*2 Provide connections for uplift specified on the engineered truss design. Attach each 'T' reinforcing member with End Driven Nails - 1001 Common (0.148'x 3',min) Nails at 4' o.c, plus 4) nails In the top and bottom chords. Toenailed Nal(sr 10d Common (0,148'x3',min) Toenalls at 4' o.c. plus 4) toenails In the top and bottom chords. This detail to be used with the appropriate Alpine gable detall for ASCE wind load, ASCE 7-05 Gable Detail Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A1103D051014, A10030051014, A14030051014 ASCE 7-10 & ASCE 7-16 Gable Detail Drawings A11515ENC100118, A12015ENC100118, A14015ENC100118, A16015ENC100118, A18015ENC100118, A20015ENC100118, A20015END100118, A20015PED100118, A11530ENC100118, A12030ENC100118, A14030ENC100118, A16030ENC100118, A18030ENC100118, A20030ENC100118, A20030END100118, A20030PED100118, S11515ENC100118, S12015ENC100118, S14015ENC100118, QQ0118, S18015ENC100118, S20015ENC100118, S2D015END10 01 P)li7Tf1$/ 511530ENC100116, 512030ENC100118, S14030E 03 10 /a SlB030ENC100118, S20030ENC100118, S2003 D See appropriate Alpine gable detail for ma ya a _ bac Ali< T' Reinforcement Attachment Detail T' Reinforcing 'T' Reinforcing Member Member Toe-nall - Or - End-nall To convert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length (based on appropriate Alpine gable detail), Maximum allowable 'T' reinforced gable vertical length Is 14' from top to bottom chord, T' reinforcing member material must match size, specie, and grade of the 'L' reinforcing member. Web Length Increase w/ 'T' Brace T' Relnf. 'T' Mbr. Size Increase 2x4 30 Example- 2x6 20 ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o.c. SP #3 T' Reinforcing Member Size = 2x4 T' Brace Increase (From Above) = 30% = 1.30 1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length 1,30 x8'7'=11'2' WARNINGev READ AND FOLLOW ALL NOTES ON TMS DRAVING1 ff • ' T. ' __ REF LET -IN VERTolli'ORTANTn FIIRHOSH TNIS DRAVING TO ALL CONTRACTORS INCLUDING THE INSTAL w Trusses require extreme care h fabricating, han lrg, shipping, Installing and bracing. JIM ar l i follow the latest edition of SCSI (Bu&ding Conponent Safety Informatlon, by TPI and sBCAof. DATE 01/02/2018 practices prior to performing these functions. Installers shall provide temporary bracinBCS]. f pt C' unless rated otherwise, top chord shall have properly attached structural sheathing anm d 2 A l.F r DRWG GBLLETIN0118hallhoveaproperlyattachedrigidceiling. Locations shown for permanent lateral restsa i O shall have bracing Installed per BCSI sections 23, B7 or 310, as applicable. Apply plates to a* of truss and position as shown above and on the Joint Details, unless rated otherwise. ILr= Refer to drawings 160A -Z for standard plate positions. Alpine, a division of ITV BuHdlnp Conponents Grou Inc. sholl not be responsible for an deviat AN rtrvmen nrn -this droning any failure to build the tr,ss In ronieornanc. with ANSI/TPI 1, or for Handl%g, shippMg Installation 6 bracing of trusses. MAX, TUT, LA 60 PSF A seal on this drawing or cover page Idls.tsii ggn this drowlrg, lidcates acceptance of professional AL 13723 Riverpod Drive ergh.er g resporrs6uty solely y of tie A rl n. The suitability and ase of this dr..Ig i DUR, FAC. ANY Suite 200 for any structure hi the r ding Deslpner per ANSI/TPI I Sect. DA {f 1g Maryland Heights, MO 63043 For more Information se. this Job's garwret notes page and these web sites U MAX, SPACING 24.0' ALPINES www.alpineitw.conl TPI, www.tpbnst.org) SBCA wwwsbciodustry.orgl ICC wwNccsaf¢.org V -M% Product Approval Specification Form Permit # # 1 8- 2 4 7 2 Project Location Address 409 19th St. in Sa eUIQI// SgMF R As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category/Subcategory Manufacturer Product Florida Approval # Description (include decimal) 1. Exterior Doors Swinging Nanya Plastics 14-0926.12 Sliding Sectional Wayne Dalton 16-0119.07 Roll Up Automatic Other 2. Windows Single Hung PGT 17-0630.09 Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 at 141k Category/ Subcategory Manufacturer Product Description Florida Approval # including decimal) 3. Panel Walls Siding Soffits Gordon Sales 13-0813.24 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles IKO Manufacture 15-0721.02 Underla ments Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 MMI®RADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamid•de.eov/Konomv PGT Industries, Inc. 1070 Technology Drive Notch Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "DH -5460" PVC Double Hung Window— N.I. APPROVAL DOCUMENT: Drawing No. MD-DH5460-01 titled "Double Hung Wmdow Installation - NI", sheets 1 through 12 of 12, dated 05/15/15, with revision B dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA 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 NOA revises NOA# 16-0714.08 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No, 17-0630.09 MIAMFDAA nn Expiration Date: September 17, 2020 p 1g I17 Approval Date: November 02, 2017 Page I PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. Submitted under NOA No. 15-0812.03) 2. Drawing No. MD-DH5460-01 titled "Double Hung Window Installation - Nr', sheets 1 through 12 of 12, dated 05/15/15, with revision B dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer® NXTrm spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. Submitted under previous NOA No. 16-0714.08) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202.-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of series 5460 and series 5560 PVC double hung windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8006, dated 04/27/15, signed and sealed by Idalmis Ortega, P.E. Submitted under NOA No. 15-0812.03) CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5m Edition (2014) and FBC 6" Edition (2017), dated 07/30/15 and updated on 08/29/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. Submitted partially under NOA No. 15-0812.03) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E-1 eneP.E. Product C tro xazaminer NOA .17-0630.09 Expiration Date: September 17, 2020 Approval Date: November 02, 2017 a x a w o ^z 5 ..ro v,yav, ory z a 9 o e p o 2 o Ln FQB ao c9 o a aid .°EOB X3.0 •o' ZO b" o o> a a o a1 ya rp [ p ixeS Jaz n C m . ,P ry w c ' n i n 'D n n nod bcao, j 0~o0, n p N o p o D y o R O.A.2 > n m o e w y 0 m Zo^m zcazrH. x ti ro m o O. o m n o° QNC O ro LTJ o n s 2. n ° f5 a C" o ' n TZi H paUQ =ti a r N0 ? G o ti O ' . N F to N N am A ro! p OOO 9 0otn6 o a400 YI 0 m` A ti W E c `o aH ? a ay cl,0 C=1y'ty 0 o o Cs1 n o '^ 0 0 b orA as n $ d N vL o m ~ co a a. S. o w 3 Citi q N a o J. 13 07 C D oo Jn W N m A c dIfr D, C. p C 1 3 c m 81 tj a tr s1 G O )'d G ° C SA ^ro x F c a Q, 0 C . O O' - O 0 iiy ? IA CL N N O rt L9 CL ( p,En ao a B_ NOnHOKXon eu Jnu rN:l.nunlau Of 11 LETv NOTSLL R B _ 9EE9XL WEEw B - BOTTOM SA9N WSSE SNEET oETAls. N•MAC BUD(vADM LeTAdB NSEEr ROSTAAs, 910:ET DETAab. t1GNTwNM S,FETJ EETJ ELEVATION FOR TYP. FLANGE FRAME ELEVATION FOR TYP. FIN OR J -CHANNEL FRAME ELEVATION FOR TYP. EQUAL LEG FRAME ELEVATION FOR NP. FLANGE FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL -LTTE CONFIGURATION SHOWN WITH EQUAL -LITE CONFIGURATION SHOWN WITH ORIEUPROVIEW CONFIGURATION FORCUSTOMCOTTAGECONEIGURATroN UVTO ANCHOREDTHROUGH THE NAIL -FIN TT HEIGHT SEE TAffiE9 - 19 MRM MCHgt gMENSOxS FOR OTHER CONFIGURADON51 GENERAL NOTES: SERIES 5480 NON -IMPACT RESISTANT DOUBLE HUNG WINDOW 1)MISPRODUCT NASBEEN DESIGNE05TE5,'EO TO COMPLY NTM MEREOVIREMENTS-1—L....ILDINO CODE.INCLUgNOMEHIGHVELOCGY HURRKJ98: ZONE iHM1ZF pEI—NOTES.......-........ ...t 2) SHUTTERS ARE REWIRED WHEN USED IN WN0350HNE DESRIS REGIONS, 3J FOR MASONRY APPLICATIONS IN MIAASOPDE COIMTY, USE ONLY MIAMIAADE CWNTY APPROVED MASONRY ANCHORS.MATER-S USED FOR MCHOREVMUATIONS WERE$OU,HERN NNE, fIEVATIIXiS..................._............-..,.................. t ASTM CBO CONCRETE SONRY UNIT$AND —TE —H MIN. KSI PER /J CR TYPE. FM ITIO556 ANCHgi OPDON3.............-..2 P)N1W'000BUCKSLE$$THNI1-12•MICKMETOBECONSIDEREDIXNSTALLATION3.IXNJODBUCK$MEOET—IFUNITISNSTNIEDDNECRTTDSUBSTRATE.WOODBUCKS INSTKUTION. FLANGE tEOUAL LEORO%....3 DEPICTEDXS2XORE 1-I?MICROR DNEATER iXMIO 2:IBUCKS(WHEN USED)SHALL BE DESIGNEDMD SEWREDTOPROPERLYTRANSFERLOADSTOMESTRUCTURE.W000BUfJ(DESW1 INStI-.E ...EORALFN 6.I.LHANNEL..A AND IN9TALlATIONSl1E RESPWSSLRYaTHE ENGINEER, (EOR(OR MCHITECT OF RECORD.IACfl). OEsJ DETML9...._...-............._..-...............5 5) ANCHOR EMBEONENT TO BASE NATERM S1ALL W BEYOND— DRESSING OR STUCCO. USE AN—PSOFSUFFIDENT LENGTH TO MNIEVER—IRED MN. ENSEDMENT. NST. PAlLHORS DESIGNPRESSURES.............................._....... 8-) SHWLO BE SEKFD.OVER.LLL SEALINGRLASMING STRATEGY FOR WATER RESISTMCE OF INSTALLATKN SNAl18E DONE BY ORERS AND L30ETpD MESCOPE OF MESE INS,RIlC,10N5. M jSDN1IMrt1E5........................_.._.- 6B 1. MAS. SHIMS ARE REWIRED AT EAOH ANCHOR LOCATKN WHERE ME PRODUCT IS NOT FLUSH TO ME SUBSTRATE USE SHIMS CMABLE DF TRM,SFEPRNG APPLm LWDS. fX113V510N PROFILES._._....._.-.._........_._.. 10 ASSEMBLY dPMi9 LIST ............... .._..._....... t1.12 I DES ON PRESSURE$: CWES I $TANDARD91bED: A. NEOATD'E DESIGN LOADS BASED ON STRUCTURAL TESTING AND 0./39 PER ASTM E,]00. B.POSRIVE DESGry LOADS BASEDW WATERIEST PRESSUE, SIiRUCTUR01 TE9TN0 AND GLIS. PERM1S1ME130f1. -•2011FLORIDABUILDINGCOOE(FHCABTNEDRIW C. DESIGN LOADS ME BASED ON MLOWABLE STRESS DESIGN, ASD. •2018 R0R5M BUILDING CODE (FBG). 5TH EDRION 8)THE ANCHORAGE -MODS SHOYM HAVEBEEN DESIGNED TO RE—THE WNOLORDS COPRESPONDINGTOTHE REWNEOOESIONPRESSURETHE M -1O% STRESS -ASTM E130003 BEEN USED IN ME DESIGN OF THIS PROOU- .MELS LOAD DURATION FACTOR WAS USED FOR ME EVALUATION OF ANCHORS IHTOWWO.MBCHORSMAT DOME INTO CONTA6T WITH •ANSBAFBPANDS2015FORWOODWN4 UCTION OTHER DISSIMILM —S SHALL MEET ME REQUIREMENTS OF THE FLORIDA BUILDNG COOS FOR CORROSION --•ALUMINUMDESIGNMMNALADMT015 PROWCTRBNSFND' 9)MME— SUBSTRATE TO MEET MIN. STRENGTH ANO THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING COOS AND TO BE REWEWEDBYMHANNOJ EAUTHORITYURISDICTKIN. •AIBI5100.12 dPNw L FIVNF I )REFERENCES: TEST REPORTS FTU-8005;ELCOULTRACONN '—O CRETEFLE%NCA:ELWASGEEGATORNOA;ENERG-NDOW ANDDOORPROFILES.—ITEd B—ULSHTER .AISC 380.10 Bw10'mS C'd. SHADE, OF CAP COATED PVC EXMUSIDN NOAS; NATIONAL DESIGN —FI—ON FOR HOOD CONSTRUCTION,ANSI—PA ND58 t 1)ILASLEEGRESS BE RENENED BY BUILDING CFFICIM. A-UlINUNDERCHIMANU& LYNN I 52 /Y MA BUIX WIOTN v11ONV cfNOE JR - UPDATED TO FBC 2017. -JR- I U LEVEL IElEE b11EET96]M I IMPACT RESID. STANOE Sz-fre•nwc.9ucKLwMESHEETS 689 I yr 1N1. 52,10'MAX.BUCKWIDTH II - vai J --I--' J I MwL6 oc.{—I:•MML X' lmDM SHEE J MA%O.C--j--12'MAC SHE EF1,- ET3' TOPLIGHTSAS oSNE _- M TOP DH DH -5460 NTS 10F 12 MD-DH5480-01 B BB33C MnX. eucK 261N- MAX DL---,zMX SH[ -4 E r; EQUALLY DZ 5.,,2 -MAX DL AN PEft GHTHE— 5„2•MAXDGH HE ANDMn B PAD xmET R X x; BS X i EI X IL ^ MAX. BAAX 10'I "C HEIGHT _ 1 X L—__. Q 9rT4M 10•MV( O.C. TI fO MA%. O.G UIXNEIONT HSH 80.338• X - Q L EQUALLYSPACED ANC I BOLT MAC O.L. EQUALLY1] ( • PALED gHCHq 98PE0 ye 51LIGHT i3BOT MAX.00. E V AN Hg6 PER IL -_'/ S ' SHEETS I 968T T HEIGHT A t a.1rrwv T BT 6 MVL B_ NOnHOKXon eu Jnu rN:l.nunlau Of 11 LETv NOTSLL R B _ 9EE9XL WEEw B - BOTTOM SA9N WSSE SNEET oETAls. N•MAC BUD(vADM LeTAdB NSEEr ROSTAAs, 910:ET DETAab. t1GNTwNM S,FETJ EETJ ELEVATION FOR TYP. FLANGE FRAME ELEVATION FOR TYP. FIN OR J -CHANNEL FRAME ELEVATION FOR TYP. EQUAL LEG FRAME ELEVATION FOR NP. FLANGE FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL -LTTE CONFIGURATION SHOWN WITH EQUAL -LITE CONFIGURATION SHOWN WITH ORIEUPROVIEW CONFIGURATION FORCUSTOMCOTTAGECONEIGURATroN UVTO ANCHOREDTHROUGH THE NAIL -FIN TT HEIGHT SEE TAffiE9 - 19 MRM MCHgt gMENSOxS FOR OTHER CONFIGURADON51 GENERAL NOTES: SERIES 5480 NON -IMPACT RESISTANT DOUBLE HUNG WINDOW 1)MISPRODUCT NASBEEN DESIGNE05TE5,'EO TO COMPLY NTM MEREOVIREMENTS-1—L....ILDINO CODE.INCLUgNOMEHIGHVELOCGY HURRKJ98: ZONE iHM1ZF pEI—NOTES.......-........ ...t 2) SHUTTERS ARE REWIRED WHEN USED IN WN0350HNE DESRIS REGIONS, 3J FOR MASONRY APPLICATIONS IN MIAASOPDE COIMTY, USE ONLY MIAMIAADE CWNTY APPROVED MASONRY ANCHORS.MATER-S USED FOR MCHOREVMUATIONS WERE$OU,HERN NNE, fIEVATIIXiS..................._............-..,.................. t ASTM CBO CONCRETE SONRY UNIT$AND —TE —H MIN. KSI PER /J CR TYPE. FM ITIO556 ANCHgi OPDON3.............-..2 P)N1W'000BUCKSLE$$THNI1-12•MICKMETOBECONSIDEREDIXNSTALLATION3.IXNJODBUCK$MEOET—IFUNITISNSTNIEDDNECRTTDSUBSTRATE.WOODBUCKS INSTKUTION. FLANGE tEOUAL LEORO%....3 DEPICTEDXS2XORE 1-I?MICROR DNEATER iXMIO 2:IBUCKS(WHEN USED)SHALL BE DESIGNEDMD SEWREDTOPROPERLYTRANSFERLOADSTOMESTRUCTURE.W000BUfJ(DESW1 INStI-.E ...EORALFN 6.I.LHANNEL..A AND IN9TALlATIONSl1E RESPWSSLRYaTHE ENGINEER, (EOR(OR MCHITECT OF RECORD.IACfl). OEsJ DETML9...._...-............._..-...............5 5) ANCHOR EMBEONENT TO BASE NATERM S1ALL W BEYOND— DRESSING OR STUCCO. USE AN—PSOFSUFFIDENT LENGTH TO MNIEVER—IRED MN. ENSEDMENT. NST. PAlLHORS DESIGNPRESSURES.............................._....... 8-) SHWLO BE SEKFD.OVER.LLL SEALINGRLASMING STRATEGY FOR WATER RESISTMCE OF INSTALLATKN SNAl18E DONE BY ORERS AND L30ETpD MESCOPE OF MESE INS,RIlC,10N5. M jSDN1IMrt1E5........................_.._.- 6B 1. MAS. SHIMS ARE REWIRED AT EAOH ANCHOR LOCATKN WHERE ME PRODUCT IS NOT FLUSH TO ME SUBSTRATE USE SHIMS CMABLE DF TRM,SFEPRNG APPLm LWDS. fX113V510N PROFILES._._....._.-.._........_._.. 10 ASSEMBLY dPMi9 LIST ............... .._..._....... t1.12 I DES ON PRESSURE$: CWES I $TANDARD91bED: A. NEOATD'E DESIGN LOADS BASED ON STRUCTURAL TESTING AND 0./39 PER ASTM E,]00. B.POSRIVE DESGry LOADS BASEDW WATERIEST PRESSUE, SIiRUCTUR01 TE9TN0 AND GLIS. PERM1S1ME130f1. -•2011FLORIDABUILDINGCOOE(FHCABTNEDRIW C. DESIGN LOADS ME BASED ON MLOWABLE STRESS DESIGN, ASD. •2018 R0R5M BUILDING CODE (FBG). 5TH EDRION 8)THE ANCHORAGE -MODS SHOYM HAVEBEEN DESIGNED TO RE—THE WNOLORDS COPRESPONDINGTOTHE REWNEOOESIONPRESSURETHE M -1O% STRESS -ASTM E130003 BEEN USED IN ME DESIGN OF THIS PROOU- .MELS LOAD DURATION FACTOR WAS USED FOR ME EVALUATION OF ANCHORS IHTOWWO.MBCHORSMAT DOME INTO CONTA6T WITH •ANSBAFBPANDS2015FORWOODWN4 UCTION OTHER DISSIMILM —S SHALL MEET ME REQUIREMENTS OF THE FLORIDA BUILDNG COOS FOR CORROSION --•ALUMINUMDESIGNMMNALADMT015 PROWCTRBNSFND' 9)MME— SUBSTRATE TO MEET MIN. STRENGTH ANO THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING COOS AND TO BE REWEWEDBYMHANNOJ EAUTHORITYURISDICTKIN. •AIBI5100.12 dPNw L FIVNF I )REFERENCES: TEST REPORTS FTU-8005;ELCOULTRACONN '—O CRETEFLE%NCA:ELWASGEEGATORNOA;ENERG-NDOW ANDDOORPROFILES.—ITEd B—ULSHTER .AISC 380.10 Bw10'mS C'd. SHADE, OF CAP COATED PVC EXMUSIDN NOAS; NATIONAL DESIGN —FI—ON FOR HOOD CONSTRUCTION,ANSI—PA ND58 t 1)ILASLEEGRESS BE RENENED BY BUILDING CFFICIM. A-UlINUNDERCHIMANU& LYNN I unm1M - N.Mwe Evpi,etloP Due /LD v11ONV cfNOE JR - UPDATED TO FBC 2017. -JR- UCTIOREWIREMENTSTO USER INSTRUCTIONS: SERUSER l,': p.'s O6/O6/17 tIDETERMINEMESTESPEDRC.WINDOWOPENN05DESI NPRESSUREREWIREAENTFRWASCET. 2) DETERMINE ME MOST EURABLE AxCHOR DRWPFROM TABLE32Dt]PLCDRDINOIOTNE VATAWTION LONDTTpNS. A2INGO I),ViINMO CEFIGURATIONMOSUE. OETERMNE TttU wIND0W90ESGN 3PRE MUSTEWMOft EXCEED MEDESKN PRESSURE ftEW9REMEM FORME m s L (y BH JROSOWSKI5.1(TABLEPRESSUREPROMTABlE59gt5.ITSUREFRON OPENING OBTNNED N STEP I. AFOBTERMNETHEAN DRWANTT DVITABLES80Ti T. VERFYMEANCHORISUBSTMTE WLLMEET MEN ALL MIN. REOUIREMENIS FROM -IS MENET. rT. FLAB VA6TAILMIDF',.\ ss/ONA1IE Im9I£CIIgLOOY ORIBE GENERAL NOTES BELEVATION N. VFNME FL 3{215 _ _ 9MN80.1BC0 OR YOUR -NGS CONDITION FROM TABLE520R 3. AND THAT 511NSTALLASPERSHEET3FORTHRU-FRAMENSTALLATONOR$HEETAFORINTEdULFINNST ON. DOUBLE HUNG WINDOW INSTALLATION - NI 05!15/15 e'AM SM•t 0.aMp NP. E:OESIGN PRESSURE RATING DETERMINATNN Ib MESAME PIROCESS FOR ALL FRAME TYPES (JCHPNNEL. FLMOE, A. LYwJIIILLEm PE DH DH -5460 NTS 10F 12 MD-DH5480-01 B NTfOMLFIN OR EQUAL U-BO%L PEASN 6.Rr OF AUTL 9292.8 Tra.. E DeSCrlp6Bn(Liabd ham DIINlmfo lrRero4 TeMai BtMefi 7 3/4"LC.:1le'AExtenor Cap+I?Aw Spoe+ IM A Exterior Cap 4 6 2 314'I.G.:I/e•TEXtenwCBp+ tlr Air Si- l/B'TExbdw CW4.5 0,7 3 3l4' I.O.: 3/16' A ExU nar Cep 318' Air Space + 3/18' A Exbrior Cap 4, 5 5,7 -ING'A' ANHEALEDNOTES: 4 3WIG, 3/I6' T EXfeNr Cap * 3/8' AirS e + 3/16' T EMerbr Cap 4,5 8, 7 T TEMPERED Group Anchor 6ubllhab Min. Seg' Min. Bnbdmsllt' E 2-1? x .131' C Innn Nel P.T. Sa4Nm mne (36•.55) DI'bnn Bnb d.. lt' MI FIp A) 106MS Steel, Ate' 1316' 1318• O.OST P.T. -hien mN (SC>=.551 Bfed, 1885.8. StM SIW, AM Gr. 33' SIC 0.0151'(18 d.) A w 970 S. S.) AlUnd-, 6063-W 318' 0.ow 00151•(iBG4) F P.T. SwNem Pine (3G=055) 7/16' i_w EWIiOnWPIeJw•Th_VnlN 3116'stets Lllrecm C mils (min. 2.85 list) 1' 1318' 12 SMS Munirxm 608315' 3I8' LkVnoutd CMU, (ASTM C -0D) 2-1? 1-114' 318' 12 SMS P.T. Scutt- Pine (SG -0.55) Steel, A36' Sr16' 31B• 1318' 0.050' 0.050' stI" S . SIM Stud, A653 Gr. 33' 3'B' 0.0451' (18 GB.) B 41D S.S.) Alurtliram. B TP 3'B' 0.063' atN Mnday...... ....IIttO MMY -'NM 1, optbn 5 1N' Mer Un -on P.T. Seulhem PIN (SG=0.55) 1' 13'6' Illegal RO 1/4' steel Cri U ft P.T. SmBMm Pine (SG=0.55) 1' 13/6' 1/4'steel A w P.T. S m Pine (SG=0.55) 1' 13/6' atN WtdoM...... ....Nb MMr-MMM 1. e Colcme (min. 2.85 W) 1' 13'Y C Ile eter Ullacon lagolAed CMU. (ASTM C80) 2-1re 1-1/4' 1/6'sterClelelax C We min. 3.35 ksi 1- 1314' lie stMllAtPsaO Corcm'(min. 2.85 ks11 2 /Z Corc3.35 ka0me(min. Z 1316' D 1l4'steel CAetvlml Alg . CAAU, (ASTM GBG) 22- 1? 1-1Id' 114• steal AappGalw MU, C0^0reb U, (kal c aMlea S- sTM cBa) 1-1? I r r F.- E$ie Min. Group ArMKa SO;:.TNn010no Bnbdmsllt' E 2-1? x .131' C Innn Nel P.T. Sa4Nm mne (36•.55) 31 B• 2-7110 MI FIp A) 2lz RinOet Boning NM P.T. Sham mm (G=456) LB' 2-7118' I.-SH._ BLEC18 P.T. -hien mN (SC>=.551 17 13R• Ong 10 Tr I,Bi SMS Mu I-.606375' 3/B• 0.050' as BCABfaP ter, 188 S.S. . 41M SLIM, Gr. ]3' ar410s.s') 318' 00151•(iBG4) F stM, X38• 318' 0.058 EWIiOnWPIeJw•Th_VnlN P.T. S mN (36'=.55) g78' 1318" eCoOep' 12 SMS Munirxm 608315' 3I8' 0.0&1' O atm .188 3.3. SIM Stud, Gk 19' 318' O.C6P HEIGHT (EOlIP1iITE1 110 S.SJ SWI, AST 3R• 0.050' F.- Ola. I. - vno0uc'T aLVISEO nnarMEww NnFbNa TWIN, Optlolla DONt 1NMllason OpaolM ftt may N Melts p"Fla 5) pea T Ibb t) MI FIp A) OPTIONANCHORED THROUGH Mp yl µpop EDGE DISTP1a£ EMBEDMENT I.-SH._ BLEC18 Mb 2%WBao FrmYBucb1W -NM 3, opera 1 F02) 1-1 Ong lleeupN iN Yam6 ....2 CmcmrOMU-'tIM3 q-2 612) 16 as BCABfaP aue Wnday...... eyoup111X BUIWBF MO CaKmrCMU-'lwt3 o"m3 klpe MrM -MIM 3. eptlm 4 EDGE FL ANGE FRMS6NOWN Nb 2X W0a4 FRmYBuckstep -MMIC ], OpUm1 BalEOu" 1-4 EWIiOnWPIeJw•Th_VnlN brlla ....IrM COIICMYCMU-aNM3Bptbl2 64) DISTANCE eCoOep' atN Wnday...... ....ticoupN 1-d MOOR Nn 4U --3tWllm3 FLANGE & EQUAL-LEG/BOX FRAMES J ROSOWSKI BB HFROM O NXo MMM-atlM 3, optbn 4 EDUIL-tEG HEIGHT (EOlIP1iITE1 i1FdpM1 IM ....blb ..ml I' mrB htV -'LIRA 4, opem 5 1Chgaltl 1-/ EIFIMle4tMl'VPloa'r wvw b...... ..,.MMMtl-MlM 4, aplbn] B WBFya Bla tMna ....Into 2:t Woos F-a'Bucbt MM40.6aTMOWnT' BID) DOUBLE HUNG WINDOW INSTALLATION - NI 05/15/15 4° w DH -5460 NTS 3 OF 12 MO-OHMIKI-01 B atN Mnday...... ....IIttO MMY -'NM 1, optbn 5 ThapniN ....Me 2XWak Frs WY In Mp-MIM 4, W5m5 Illegal RO d EqU,114-B4 nob...... ....Mb MMM->tlwt I. o14M 1 03) 1 S Tmge tN lama....hN 2%Wacd FIInIIYBuebtW -NM 4. optlm6 atN WtdoM...... ....Nb MMr-MMM 1. e FIGURE A FRAME CONFIGURANONS ORIEL MMriM ken. Fr kin. F. Eb1So 92 k'I 120 kM da Et- SOW B5 k'i SOFae BO I,Hl 110k'1 E! tab 15TkM Be 1'1 EIFO UbaCwoD 55 k'I TT ks1 410SSElco Ge1e A 121.4 MI 1 - in 6GeS15AIU1Nm 18 kM ..I AOBSNM Nbl Gr. 33 stM St. 33W 45 k'1 I - f07DTEGItOLOG1'IXtl 7RF4, 17.'2u, NVFNIL7BOB5FL5121a ss/()NAL E r __ aVrMMI11 A, P. FF.- E CERT. fIFAUM.F2D2 PRUDIiCT ftE BVIS DFIaM. n momaNie-/ - ANCHORSRE-GROUPED. - JR - o.edl. 06/06/17 LASS/ANCHORS/FRAME OPTIONS J ROSOWSKI DOUBLE HUNG WINDOW INSTALLATION - NI 05/15/15 I.v31=sk .smlK Tt DH -5460 NTS 20F12 MD -1H5460-01 B INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES 30 (MSO REFERRED TO els UATUGHT OPTION4 OPTION OPENING) 13 MEASURED FROM ANOpp6p NROUGH A.1-10 OTHROUGH vno0uc'T aLVISEO nnarMEww NnFbNa B INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION It - NT. OpY IVN,y j•,...ICEN3 A(,'. ANCHORED THRWGH FRAME DIRECRY INTO CONCPEIEmMU. ANLHOREDTHROVOH FRAME XNu' euCm NIP INTO OPTIONANCHORED THROUGH Mp yl µpop EDGE DISTP1a£ EMBEDMENT I.-SH._ BLEC18 THIS SHEET. SEE NOTE 2, THIS SHEET' Id' 117 EMBEDMENT FRAME Oft BUCKSTRIP. SEE NOTE 2. THIS SHEET. MEM 2rxm 16 Up0 yY1OTM I«- WON EDGE FL ANGE FRMS6NOWN w ONCE wxuvER® U' I BAI-EPE REQUIRED. FwiGE a+ DISTANCE SMIMK TAR£ 6 A6 - 1DIE-.EHN TTYE.ANCHOR TYPE, 42 vn EASH S 2 TYP.ANCNOR TTP£, MBEDMEN'M q WEIGIR 51 ANDEM EMBEDMENT ANDEOGE DISTANCE PER 31 DISTANCE PER DISTANCE PER 3VBSTMTE. SUBSTRATE, L EDGE SUBSTRATE, 18 SEE TABlE 2, SHEET2. BBE TPBlE 2, SHEET2. O e SASH eES- E 6HEET2 a -• I UGHF WIDTH D AN £ FRAME 10 B7 12 LEGIBOX 7] 18 NOTES: 3NDVM FRAME E EnIOR 20 OM. -TOP BUCKNIUTI SHOWN 1 NSIBLE LFT OUSE ONLY HORIZONTAL SECTION A -A V ucarr J SUBSTHATE-OPRIATE HEIGHT ANCHORS USTFD ON TABLE 2. 48 SHEET2.F i_OWE]xBEDMENTPND DADEAPPROVEDMULLION, FMCOMPLI.SNTALUMINUM6TEEL FRMONG OR STEEL SND. O i 21 FOn ALL EOOEgSTANCE LIRA u. PNY MAY BE VERTI LOR HOR¢ONTAL. SEE SUBSTRATE PROPERTIES, TABLE23HEET2. a WMDD,a BE USED ANY SIDE SH THE MAT22 ANCH @ SED ON ANY SIDE THE 15 END FROM WWWW. 116'Em CENTER SHIM #10 DR a12 STEfL 1 1l4'MAJC T 4bv47 CEMER BE USED INTO INOOHORSAMTBL $ ELF-DIIIWHO - SHIN BINK a FOq USED INTO WOOD AS PER TABLE 2, SMS(.. SEE HEIGHT O INDO,"S SHEET2, lNO00Bl EUES3 TABLE 2. I 50 16 OVFR 3S THXN 1-1lr1NICNME roBE SHEET2. VADE: A00 CONSIDERED IXINSTALLATq IX EXTERIOR 3 ADDITIONAL WOW BUCKS ME OPmONK IF SCREI S UNI TISINSTALLEDDREI r TD X18-3rff BSTMTE.NOOD BIICI(S VISIBLE FROM ENO. DEPICTED AS 2X ARE 1.1rz'NICN LIGf1I aR GREATER. IX AN02%BUClt3 Q HEIGHT MHEN USED) SHALL BE DESIGNED O PROPERLY TIDIN ALOADBTO FLANGE EQUAL 16 TESTED UNITTHE STRUCNRE. WOOD BUCK FRAME LEGr X LOCATION: BMS DESIGN AND.-ALIANON IB THE SHOWN 211• a83 FROM SASH END. RESPONSIBILITY OF THEENGIIEER SHOYM INTERIOR OR MCHRECT OF RECORD. El O NOTCHES AT 31 3)V lSI_EUGHTWIDTHORHEIGNIT INSTALLATION INSTALLATION e EACH END. 30 (MSO REFERRED TO els UATUGHT OPTION4 OPTION OPENING) 13 MEASURED FROM ANOpp6p NROUGH A.1-10 OTHROUGH vno0uc'T aLVISEO nnarMEww NnFbNa B BEADING TO BEADING. It - NT. OpY IVN,y j•,...ICEN3 A(,'. METAL FRAMEINTO AETAI RnrieM NO CHANGES THIS SHEET. 3v:IdmB w i-Mn.em WB - FRMESHOWN tld•MA%SHIM m] VISIBLE LIGHT FORMULAS`n' 2rxm WON wxuvER® REQUIRED. FwiGE a+ ocO LIS TEKeuucvno. Hrz- T-tm_2f6.2-Z I}.`rte; ImDTfcIrlDLo6TIRNE FLANGE & EQUAL-LEG/BOX FRAMES J ROSOWSKI BB HFROM O EDUIL-tEG HEIGHT (EOlIP1iITE1 TE OF 4U - N.Ye,Ir, Fi>ezls 1MK VERTICAL SECTION FRAME SRLS 8-B BucK NEIGHrrz-4ae- c y.''_"?aaon'G?.` r ,,OIIAL E? INSTALLATION DETAILS FOR INTEGRAL FIN & J -CHANNEL FRAMESI INSTALLATION OPTION 6 INSTALLATION OPTION 5 A NCTHHORED ROUGH FRAME 31 INSTALLATION OPTION 5 ANORED THROUGH WTEGEAL I+ E OMEMCH 76 ANCHOBEO—OUGHNTEGRALFIN INT02XWOODFRNEOR INT02XWOODFgAMEOIiEMBEDMENT BUCKSTRIP.EEENOTE2,TNIS BULNSTRIP. SEENOTE2,THISSHE SH EET. EDGE DISTANCE BUCK ST P. SEE NOTE 2Em1$— SHEET. EDGE DIGTPNCE On O IM'MPX SHIM TPE, iB HN•MW(SHIM WXAVERQ 2.-HEND J{HANN- HIS, RAME - ICHOR EM SUPND EDGE F'Iq1DISTANCEFEEBSTRATE, f`5 VISIBLE 18 uGM WIDTH iT G gNCHDREDTHROUGH MILHORED THROUGH—INTO NR:GRAL IN INTO METAL METAL INTEGRAL FWrflN.IOE gEMOVEO) SHOWN O _ 1 SEE TABLE 2, SHEET 2. TABLE 3. SHEET 2. SCREW SHOWN) O 1 tlA'MAX SnIM TYP. PNLHOR TYPE. EMBEOMENTANDEDGE DISTANCE q 41 TYPE SO— r VARE$ SASH HEIGHT 51 30 ... 42 WRH3ASH o 31 p EMBEDMEM D ISTANCE PER EUBETTI J_ WIDTH No. 56706 I u M SEE TPSLE 3, SHEET 2. 1B (NAILSHOWN) SASH: &ICH vnOIM-dt/I' FDaD LITE: BuawIDTH-I-1rr TDP Oavlpeue J -CHANNEL &INTEGRAL FIN FRAMES J ROSOWSKI NP. ANCHOR TYPE, 65 O O', f0 x. VENIf R.91TIs A(ORIOP,. \: (Wt)lBe1Wp S G, NAI E•` VSIBIELIGHTWIDTH IMFGN- oD FRAME E- HT AND EDSLE IN D TM EPERBUBSTggTE, SEE TABLE 3, SHEET 2. v'E DH -5480 NTS 40F12 Br..A y "°' MD-DH5460-01 B CHANNEFRAME 9 67 11 SHOWN NAILSHOWN) 3 19 VISIBL 2D OPT. SASH rOP LIFT LIFT RAIL NOTES: 1)USE oFty BUCK WIDm EXtERI—pi VnLIGHTE SUDSTRAT—ROPEWTE HORIZONTAL SECTION C -C H GHT ANCHORS LISTED ON TABLES 283 49 N OF SHEET 2. FOLLOW EMBEDMENT 114, , AND EDGE DISTANCE arms. ANY DADEMPROVEDNIULLION,FBCCpAPUANTALUAUNUMSTEELFRAFUNGORSTEEL$TUD. a 21 FORPLLRHHDOV5:1 SHOWOFTHE HMr $ HIM I Wn`BE VERTICAL OR HHOR20NTAL. SEE SUBSTRFIE PROPERTES TABLES 2 a3 SHEET2. O oR OM 89USE ONBEussOox ANv SIDE OFTHE N- WINDOW. 15 END AND ATEIND 45 de 17 CENTER 25MASONRYANCHORSMAYBE 410ORa12STEEL SELF Df— 4•MM. SHIM BUCX Q FORO USED IM OWODDASPERTABIE2, 00 Elva O ASEE r HEIGHT aED WNDQVS 18 SER 3TPDO TXAN 1] 2ALL OT BE CONSIOERED1XINaTLUTIONE. 113. EME qq $D aSCREWS Z-- iXYAOOBUCItSAREOPTONALIF UNRISINSTALLEDDIRECT.YTO B1 SUBST OTE.WO-- DICKS VISIBLE By uGXTHEIGHT roFRO OR GREATER IX. 2X BUCK$ OPEN USED) SHALL BE DE SIGNED q q 2)1' INTEL a64 NOTCHES AT 16 TESTED UNIT FpCAT1RON 1:B2R' ENDDE Dn5I8DESIDILRYS PROPERLY TRNI3FER LOAD$ ROP FLANGE FEMOYcDTOTHESTRUCTURE. W000 BUCK OF mEFNGSi EER INTEGRPL FN N OR ARCHITECT OF RECORD. FAAMESHOWN EACH END. 31 Matsnel 76 K mmMing 4SG TPS SPecar System 11'FERiOIE 30 T 30 a)M L. UGHT W+Gm OR HEKwr INSTALLATION INSTALLATIONS ALSO REFERRED TO AS DAYLIGHT OPTION 7 OPTION 8 OPENING)ISMEASURED FROM DUCT REVISET WXAVERQ 2.-HEND 76 Cardinal )L Edge Spacer — sRNywy.e r..e .AM w TYP. ANCHOR TYPE, EMBEDMENT ANO EDGED—CE PER SUBSTRATE, SEE BEADING TO REMIND. gNCHDREDTHROUGH MILHORED THROUGH—INTO NR:GRAL IN INTO METAL METAL INTEGRAL FWrflN.IOE gEMOVEO) Idj, y wird OTs ftwipypwluinFACMEND F' TABLE 3. SHEET 2. SCREW SHOWN) NO CHANGES THIS SHEET. E-aoMm a M FE -E SHOWN 1A$ll LIGHT FORMULAS P I(l^yam/ IyTLT}IIIII F gMH NO N1CNgi REOUNED IN T WIDTH No. 56706 I u MFRAMESILLIFANCHORINGI TH.UGH THEfRAnE. o SASH: &ICH vnOIM-dt/I' FDaD LITE: BuawIDTH-I-1rr 1, ' a- +Gro TECNHaGDY DRNEIMP- Oavlpeue J -CHANNEL &INTEGRAL FIN FRAMES J ROSOWSKI EDC£DisTrWCE INSTALLATION OPTIONS ANCHwREDmgouGH NTEORAL FNINrD:x WooO -I ErreEDMENr — HEIGHT IEOUPL11TE1 BUCK HEIGNTQFN' O', f0 x. VENIf R.91TIs A(ORIOP,. \: (Wt)lBe1Wp S G, NAI E•` DO'S' DOUBLE HUNG WINDOW INSTALLATION - NI 05/15/15 FRAME OR BUGKSTRIP, SEE VERTICAL SECTION D -D NOTE2,THISSHEET, Fm.u.r.a"Lc. NLBlanrsleeaNm DERTDFM1TLa2tnBy v'E DH -5480 NTS 40F12 Br..A y "°' MD-DH5460-01 B SILICONE STfiUCTURAL / 4•NON. POLYISOBUTYLENE t WITH DESICGNL EXT. GUS$ al G ASO O KODISPACE4SGTPS HOT-MELTBUPIL STRUCFURALSILICONE 3I16'NOM. FOAMCCMITWN, DESI EXT. GLA.SE N .OUSS SUPER 8 SPAGERONXT- ALU NUM REINFORCEMENT POLYISO DESICCIINTRUAREA BITYLENE Y16'NOM 5118' NOM. SEAL BUT1,L a R SILICONE $EPL DESICCANT S DNM STAINLESSLESS STEFl EM. GLASS E% .GLASS INT. GlA35 IM. GLASS DURASEAL® XLEDGE' SPACER SPACER Peng Emi dplion Matsnel 76 K mmMing 4SG TPS SPecar System a.wpevGLAZING DETAILS J ROSOWSKI 77 ouana c $upar Spacer n%f W Hol Mall Butyl Sae 611a 78 1111,X DMTaaeSPI"SP M eleilale 76 Cardinal )L Edge Spacer — sRNywy.e r..e .AM w 118' A GLASS 111' AIR SPACE i/8' A GLASS a EXT -- GLASS TYPE 1 4 -NO 3/18' A GLASS 3/8' AIR SPACE 3116' A_ GLASS GD EXTERKM GLASS TYPE 3 NI FHOM. 118' T GLASS 1/2' AIR SPACE 11W T GLASS GLASS TYPE 2 N.•FIOM. 3/16' T_ GLASS 318' AIR SPACE 3116' T GLASS apas.IXI GLASS TYPE 4 TYP. GLAZING DETAIL SMNOMMP I LYNN(11j''%, FP en oM. qpRwr. NO CHANGES THIS SHEET. a.wpevGLAZING DETAILS J ROSOWSKI ff4- (4, HN01EpabLOOTDEIVENeaHlranslzra S op.'' \2; PM+>dea+am o.s DOUBLE HUNG WINDOW INSTALLATION - NI 05115/15 SyONAI Ew sRNywy.e r..e .AM w A.iNMMR`, P.E DSI DFAIRiCmyS DH -5480 NTS 5 OF 12 M0.DH5460-01 B MIN eom2rA usx HErcFrr=vrtwoweuc ic xEir ilr-axnn NOTES: 11UMTHIETABLE FORALL YANDOWEINSTALLFBT+R000H THEFRAME OR INTEGI— FIN. 2) FRAME DIMENSIONS ARE BUCK. SASH HEIGHT ISAS PER THE FIGURE. S)FORERESNOTSHOWN.ROUND UP TOTHE NEXTA H-ILE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. FM Dwgn Pswm OpMI'7 HxeN MI SASH HEICM=YANDO'N BUCI(HEIOIR-45.On NOTES: 1)UEETHISTABLEFORALL'MNDO NST&1 DTHROUWTHEFRMS Oft IHTEGRALFIN, 2) FRAME DIMENSIONS ARE BUCK SASH HEIGHT 6 AS PER THE FKNRf. BEFORSIZESNOT EHOWM. ROUNDUPTOTHENEXTA 1-KEWIDTHOR N IGW DIMENEION $MOWN ON T+E TABLIGWDIMEN610N $MOWN ON THE TIBL . TOPD— EIGHT MEETING— HE- 23 EETINGRAR NERM26 SECTION DETAIL FOR WINDOWS WITH LEVEL R7 REINFORCEMENT & GLASS TYPES 14 REWPORDE—E SHOWN M FIGURES ABOVE A YKMLTFAAAS£TYPE56 606x66666©a00 lm m 0 mmmmimm6E'Am mcmmmmmmmmmmmmm mmmmmmmmmmmm o=mmmmmmmmmm®mm 9mmmcm E ®" rm mm®mm Wim®" m®" m®" mmm EM=== 0®"®" mm®" mmmmmmmsmm m®" mem m. E=11®"®"®" IMmMm®" ®" m®" mem m mmmmmmmmmmmmmm c®" m1mumm ®" I{m" mmmmm mmmmmmmmmmmmmm mmmm0 mmmmmmmmmmmmmm ImmImm 0 mm mmmmmmmmm mmmmmmmm m mmm O mmmm mm m mm 0 m®mm®m®m®mmm®m MIN eom2rA usx HErcFrr=vrtwoweuc ic xEir ilr-axnn NOTES: 11UMTHIETABLE FORALL YANDOWEINSTALLFBT+R000H THEFRAME OR INTEGI— FIN. 2) FRAME DIMENSIONS ARE BUCK. SASH HEIGHT ISAS PER THE FIGURE. S)FORERESNOTSHOWN.ROUND UP TOTHE NEXTA H-ILE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. FM Dwgn Pswm OpMI'7 HxeN MI SASH HEICM=YANDO'N BUCI(HEIOIR-45.On NOTES: 1)UEETHISTABLEFORALL'MNDO NST&1 DTHROUWTHEFRMS Oft IHTEGRALFIN, 2) FRAME DIMENSIONS ARE BUCK SASH HEIGHT 6 AS PER THE FKNRf. BEFORSIZESNOT EHOWM. ROUNDUPTOTHENEXTA 1-KEWIDTHOR N IGW DIMENEION $MOWN ON T+E TABLIGWDIMEN610N $MOWN ON THE TIBL . TOPD— EIGHT MEETING— HE- 23 EETINGRAR NERM26 SECTION DETAIL FOR WINDOWS WITH LEVEL R7 REINFORCEMENT & GLASS TYPES 14 REWPORDE—E SHOWN M FIGURES ABOVE A YKMLTFAAAS£TYPE56 TOPASNHEIGHT 26 O MEETNGRAL AMB 2D 25 BOTTOM 23 p — HEIGHT 23 SILL 3 SECTION DETAIL FOR WINDOWS WITH LEVEL R2 REINFORCEMENT 8 GLASS TYPES 24 jPDDWFOnCEMEHTSSHOWN WFIGURES ABOVE APPLY TO ALL FRAME TYPE$ 6 CORFIGUMTIONSI DED, N W'Ire vufi U. Fluty LYNN "I, NO CHANGES THIS SHEET. PRUMICT REVI$EU B PNM1 NO CHANGES THIS SHEET. eitlnF wiro>tr 9 7 p; dA 7;' 11, aroTEnEraLoma6vE N.VENI(FL 61116 DESIGN PRESSURE TABLE J ROSOWSKI 2s :Rp6oN. ''G`+1°6160D EN `` DOUBLE HUNG WINDOW INSTALLATION - NI 05/15/15 CONAL rNd ldIEA.PE p., 9:. O amTEamaocrowvE DESIGN PRESSURE TABLE J ROSOWSKI O '. 6TA OP RORIOH .'2: SS;ONAL ENCD`, N.VB6CE,FL81D6 N1+H66't600 DNF: DOUBLE HUNG WINDOW INSTALLATION - NI 05/151151 LYariWERPE cmr 1 REA." "` DH -5460 NTS 6 OF 12 MD-DH5460-01 B TOPASNHEIGHT 26 O MEETNGRAL AMB 2D 25 BOTTOM 23 p — HEIGHT 23 SILL 3 SECTION DETAIL FOR WINDOWS WITH LEVEL R2 REINFORCEMENT 8 GLASS TYPES 24 jPDDWFOnCEMEHTSSHOWN WFIGURES ABOVE APPLY TO ALL FRAME TYPE$ 6 CORFIGUMTIONSI DED, N W'Ire vufi U. Fluty LYNN "I, NO CHANGES THIS SHEET. 9 7 p; dA 7;' 11, aroTEnEraLoma6vE N.VENI(FL 61116 DESIGN PRESSURE TABLE J ROSOWSKI 2s :Rp6oN. ''G`+1°6160D EN `` DOUBLE HUNG WINDOW INSTALLATION - NI 05/15/15 CONAL rNd ldIEA.PE Im.uNIRI 1a Hp60NTS7OF12MD -8H5460-01 B CFHf.OFAUIH.R6286 50D' SBM 3.SBIY= ifir- .083• -=1r-- " -ir -j--XG. 1. D EEz• - .3- { I- r OJLHANNEL QS FIANGEFRAA,E FIN FRAME EQUAL LEG FItABE LHANNEL ' S FLANGE1FRAMEHEPDH- OE HEPD 1 aTS 0 L—D O HEAD r i 3F"+ O FFM SILL — O FRM,E SILL L I r 1 3.483• . 0@' F 3.4aT ---+ I D8-2• -{ -::._ ,• 1® R-:— j FINFRM& EWN_LEG ' 3 J{HANNEL ' GE FF!AMEOSILLFRAMESALOFAAME,AMB AM, i NOTES' GL SANDSOMEPMTSlDPRONSNOTSHOWNWp GFORCV ". 21JLHMNEL FRAME SHOWN. PMTS M 1, 5 8 B OTHER FRAME TYPES APPLY. 31 PVC BY ENERGI WINDOW MD DWR PROFILES LTD., M BE LABELEDFORAAIMEMMDER COOS. 4) FOR REINFORCEMENT TYPES SEE DETA68ON SHEETS B 11, s) ITEMS X 13.2520, 34.38.3]. BS12884 ME NDTUSED—ARE NOT PART OF THISMPROVAL, NO CHANGES THIS SHEET OF MATERIAL A (BOM) JROSOWSK,1, SLE HUNG WINDOW INSTALLATION - 05115/1 uV N> H-54160 NTS 11 OF 12 MD-DH5460-01 A 2.,08' —-{ 2.,T8' I ,..12• { ,5• Yom' rom T O LIFT RAILH OLIFT RNL COUER OBEVEIED 08EVElED COVER PROWCf REVA uOVroB FAFiA SONY LYNry1/ ''.; v t L1cENSF: U• NO CHANGES THIS SHEET. Da No. seTDs 9p `, : +aro TEaa+oLOGYDRnrE WINDOW EXTRUSIONS J ROSOWSKI 0., sTATe F rv; N. vE34Irr=,nwzTs _ DOUBLE HUNG WINDOW INSTALLATION - NI. wSNAL ENG ceLrnD< 05!1515 6 0 OF 12MwDH54601SaLB 1 N i;, 'Nib ''; 005• an• i STS r e11 8. J[ e 13ifi' assJiJ OEE RAL 1-- O ODD OE 05A E D° R c I T. E4r OIG BEAD O EXTRUDED SCREEN F O TOP SASH PULL T rmv J iaeB" OLIGHT SASH i REIHFDRCEMENT aBB• STANDARD SASHORENFDRCEL— HD SAlYIO25REBRCEMEM NOTES' GL SANDSOMEPMTSlDPRONSNOTSHOWNWp GFORCV ". 21JLHMNEL FRAME SHOWN. PMTS M 1, 5 8 B OTHER FRAME TYPES APPLY. 31 PVC BY ENERGI WINDOW MD DWR PROFILES LTD., M BE LABELEDFORAAIMEMMDER COOS. 4) FOR REINFORCEMENT TYPES SEE DETA68ON SHEETS B 11, s) ITEMS X 13.2520, 34.38.3]. BS12884 ME NDTUSED—ARE NOT PART OF THISMPROVAL, NO CHANGES THIS SHEET OF MATERIAL A (BOM) JROSOWSK,1, SLE HUNG WINDOW INSTALLATION - 05115/1 uV N> H-54160 NTS 11 OF 12 MD-DH5460-01 A 2.,08' —-{ 2.,T8' I ,..12• { ,5• Yom' rom T O LIFT RAILH OLIFT RNL COUER OBEVEIED 08EVElED COVER PROWCf REVA uOVroB FAFiA SONY LYNry1/ ''.; v t L1cENSF: U• NO CHANGES THIS SHEET. Da No. seTDs 9p `, : +aro TEaa+oLOGYDRnrE WINDOW EXTRUSIONS J ROSOWSKI 0., sTATe F rv; N. vE34Irr=,nwzTs _ DOUBLE HUNG WINDOW INSTALLATION - NI. wSNAL ENG ceLrnD< 05!1515 6 0 OF 12MwDH54601SaLB 1 N i;, 'Nib ''; W. Sa'w= I. nuCTREWSMP q co8ae im BV FF4W S'oNAL E. D.e. cv, TAalE e, coNT.: r OPT. PULL LJ^ Bill of Ablonal, cod. I et HANDY: M Part k 0eecrlpl- Motais! 45 72019 do Lock Mechanism 4fi 72019089 Sweep Lack Cent 21ro s 47 ]2019586 Ado Lack C—Assemdy at arc 48 76X1180PTX a8xl-1M-PRFHSOS(AddSweep Lock ScTeMt SS ie EwCE,R3a2Ts 49 721200 Ada aM Sweep Lock Keeper Cmt Lne y W 76*4PPTX NB x3/4' PH. PH SDS eeper Sctexl SS T (& tt4e0.trop 51 42(1181 UR Badetl Tll Latch Comer Key PVCPVCKG52 4MITERED FRAME VAIN pwreama Ra 201 82 UR PW RM 7111 Latrl: mer ey TTACHES /1N 10RANDF%1E " M "SFO 53 7634PHFL a8 x Y4' Ph. FH SDS (PMt Bar d all Leloh Screw) SS TOABArNdCE ,C! ",. / FRAME wEtnS RTS. OF AUMEazPlae Se 420183 Tilt WCh PVC j' 55 420184 Tia latch Retainer PVC - 58 72D207 1- Ta Latch Spire SS 57 420186 Plastic TIII Latch Fagtt Pull PVC 59 OPT' —EP La:K 58 720192 Metal TR Latch Firptt PWI Cast aro to W 11 —1 LWK W 420180 PW Br Canto Key (fop d Bottom Saah) PVC r W 7202)8 Pl. Bar(Top 8 BdN S h) BS V i 61 710117102 Tap Sash Tft Latch (LAR) PVC ffi 71-21M a8 x 12' PR FH 509 (iap Soh TIII ltich Scm11 SS 5Oi OR 52 63 721197 Saah Pdl h. FH ! apt.) Cset Z. 15 45 64 7720MT 1a3 x 374" PR PH SOS dl Henle Screw S9 73 721138 I.O. Been PVC p 22 74 BakBeddirq, 0E 7700 ar Dow 791 sill m TOP SASH i 75 7168485 SdBnD 13 ck(TMT x 2"x ire"), W-1-5 Mm. EPOM ASSEMBLY p W 61012 Extmtletl Screen F2me Alam F:vne PVCb KDETAILS7CFxrER r 81 04775 eC Screen Spreadtt Bar Alam - ATTACHES tffi1(OLB2t Sci—Screen Comer ey Extntled UOPi. I 70eµµiii O"' B3 72045 PxDadeE Screen Spre Bar Up Alam 4 1HtetLopca BEVI:LEO W 7CASPM Tion Spring 55 DOVBR n EARL K W 61818 SCRen Cldh FOerpipa 16 B7 81835Th024 .140" Screen Spline (Maciane'Hartl lmlea) viol ' 0 m ATT7,cHEs 'X 00 Ba I µ. LL 53 NO CHANGES THIS SHEET. 16 Pk 58708 PR crRevlsFn o.eaatM De.e 44 : ' t = M Mmsa w.°^"•Fm^m BOTTOM SASH BILL OF MATERIAL B (BOM) J ROSOWSKI =p'.. ( I.;,t L7-o63o.oq ASSEMBLY fro. _ =0 srA7E tp: o DETAILS DOUBLE HUNG WINDOW INSTALLATION -LM 0515/15Det. ONAL titt ., ATTADHBs DH -5460 NTS 120F 12 DOHWO-01 A "L1 a,PE To e""Lu MI® RADE MIAIVti-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175.2474 BOARD AND CODE ADMINISTRATION DIVI$IAN T (786) 315-2111 F (786) 315-2511 NOTICE OF ACCEPTANCE (NOA) nvw.miamidade aovlcconomv Gordon Sales, Inc. 5023 Hazel Jones Road Bossier City, LA 71111 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the AuthorityHavingJurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Soffit -Shield Aluminum and Steel Siding and Soffit System APPROVAL DOCUMENT: Drawing No. P0702745R, titled "Soffit Shield System", sheets I through 3 of 3, dated 09/11/2007, with last revision R dated 07/10/2008, prepared by Gordon Sales, Inc., signed and sealed by Robert J. McCloy, P.E., bearing the Miami -Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each panel shall be permanently marked with a number or marking and the packaging shall include the manufacturer's name, city and state, model number or name, Miami -Dade County NOA number and test standards per FBC 1715.9.2 and 1715.9.3. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA 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 NOA renews NOA # 08-0505.07 and consists of this page I and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 13-0813.24 MIAMI-DADECOUNfY - Expiration Date: August 14,2018 Approval Date: January 16, 2014 LII /0 ft/Z Irl ¢ Page 1 Gordon Sales, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submtued under NOA # 08-0505.07' 1. Drawing No. P0702745R, titled "Soffit Shield System", sheets 1 through 3 of 3, dated 09/11/2007, with last revision R dated 07/10/2008, prepared by Gordon Sales, Inc., signed and sealed by Robert J. McCloy, P.E. B. TESTS `Submitted underNOA # 08-0505.07" 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large. Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of Soffit Shield Panels, prepared by Construction Research Laboratory, Inc., Test Report No. 7228, dated 04/21/2008, signed and sealed by Nariman S. Balsara, P.E. C. CALCULATIONS Submltted under NOA # 08-0505.07" 1. Structural calculations of the Aluminum Soffit Shield System, prepared by Design Engineering & Construction, Inc, dated 07/10/2008, signed and sealed by Robert J. McCloy, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS Submitted tinder NOA # 08-0505.07" 1. Test report on metallurgical test per ASTM A653 of the Steel Backer Panel, prepared by Nucor Sheet Mill Group, dated 02/22/2008, signed by Shane Beasley. 2. Test report prepared by Commonwealth Aluminum Metals, LLC, on chemical composition and mechanical properties per ASTM B209 and B557, dated 03/05/2008 and 03/21/2008 and certified by V. Ouuterbridge and J. Fulkerson respectively. F. STATEMENTS 1. Statement letter of code conformance to 2010 FBC issued by Design Engineering & Consulting, Inc., dated 11/21/2013, signed and sealed by Robert J. McCloy, P.E. Submitted under NOA # 08-0505.07" Statement letter of no financial interest issued by Design Engineering & Consulting, Inc., dated 06/12/2008, signed and sealed by Robert J. McCloy, P.E. Laboratory compliance statement issued by Construction Research Laboratory, Inc. for Test Report No. 7228, dated 04/21/2008, signed and sealed by Nariman S. Balsara, P.E. E -1 oI OA Zi't4 Carlos M. Utrera, P.E. Product Control Examiner NOA No. 13-0813.24 Expiration Date: August 14, 2018 Approval Date: January 16, 2014 I'S - Z"1711.A.TSTPAN. LAA IND I T11- A. S—R -N-T., I --1AT11 IT1 I AW KWINIMP PITAIL 0 T/4- z] S.— 1 RE.S.N AND C.HC.El.S PRE—NED FTY THIS USIL. —0. 1 IGORDON NIR-ARRIT- APIRRITRIATRI mo,,Sm A, To ALI RIIIRSNCE I ANA, IAARNP Wu 3 A'- ART T-X A... RTPK.NTS ANRN INA, RISNIN E LI 1",— 'P. TRAM U—M 1. PEY .1. Au ATINARPLE —1 — 11 10 111"T r— N- PRTH ALI — c .. vr. MIALUED iepym AE Im —mTHEIEIIIN "I C1,11TS REPRALSTNTED M PRINT IHO A—L.""' RRTNI _ AN. A, NOL RE I_. _;R OR REPR-,-D mmur P =JRT1TE.A1.11ETSREI. -P —ERT1 III IYF .. -.E. r-ASTARTI.-R— OOBOON GDRDDN 1, 7 N I-°_ -=E PRAPTHRAIAIAN.R.— ... I... ISAR S'6FFIT SHIELD SYSTEM 1-3 46114 7027 45R1 II RRI=, fil II III 171-----m-----1 - W1 FFI FFl Ill -T Ill- ill 171-----m a, m m 111 lif J V- T/4- z] S.— 1 RE.S.N AND C.HC.El.S PRE—NED FTY THIS USIL. —0. 1 IGORDON NIR-ARRIT- APIRRITRIATRI AT EST IT ILL 1= 17-7.7 1-11 ECT M I® MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade eov/economy Nan Ya Plastics Corporation USA 8989 North Loop East, Suite 800 Houston, TX 77029 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "14P" Fiberglass glazed Inswing Doors w/ glazed Sidelites — LMI APPROVAL DOCUMENT: Drawing No. NAN0014 Rev E, titled "14P Impact opaque Inswing Doors w/wo sidelites", sheets 1 through 16 of 16, dated 12/10/08 and last revised on 08/28/16, prepared by PTC, LLC, signed and sealed by Robert J. Amoruso, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact. Limitations: 1. See Design Pressure (DP) and water rating limitation in sheet 1. 2. The laminated glass with ODL kit glazing detail 1(sheet 10) must beat exterior side. 3. See sheet 6 for rails & stiles sizes. Wood reinforcements at Rails, Lock -Stiles and Hinge Stiles are required. 4. Astragal item #21 must contain full length 5116" steel shoot bolts. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Taipei, Taiwan, Republic of China, series, and following statement: "Miami—Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA 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 NOA revises & renews NOA #12-0612.09 consists of this page I and evidence page E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MAMIDADEUNTY NOA No. 14-0926.12CA Expiration Date: September 23, 2019 1(i Approval Date: January 19, 2017 Page 1 Nan Ya Plastics Corporation USA NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under files See below). 2. Drawing No. NAN0014 Rev E, titled "14P Impact opaque Inswing Doors w/wo sidelites", sheets 1 through 16 of 16, dated 12/10/08 and last revised on 08/28/16, prepared by PTC, LLC, signed and sealed by Robert J. Amoruso, P.E. B. TESTS (submitted under files 412-0612.09 /#08-1224.06) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202-94 along with marked -up drawings and installation diagram of Fiberglass Inswing glazed Doors w/wo Sidelites, prepared by ETC Laboratories, Test Report No. ETC -07-255-18448.5, dated 06/22/07, signed and sealed by Joseph Labora Doldan, P.E. This test report has been revised by an addendum letter dated 07/15/09, issued by ETC Lab.) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2014 (5u Edition), dated 09/22/14 and last revised on 08/23/16, prepared by PTC, LLC, signed and sealed by Robert J. Amoruso, P.E. 2. Glazing complies w/ AST_ME-1300-02, -04 and -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). MATERIAL CERTIFICATIONS (submitted under files 912-0612.09 /#08-1224.06/#12-0612.13 and 09-0312.15) 1. Test report No.ETC-05-255-16776.1, prepared by ETC Laboratories, dated 07/06/06, issued to Nan Ya Plastics Corp., for their SMC Fiberglass material / ETC05033 per ASTMD-638-03 "4500 exposed Xenon Arch"& tensile strength ASTMD-638-03 "Tensile strength", Smoke density per ASTMD2843-99, Rate of burning per ASTMD-635-98 and "Self ignition" per ASTMD1929-01, all signed and sealed by Joseph Labora Doldan, P.E. 2. Test report No.ETC-05-255-17144.0, prepared by ETC Laboratories, dated 07/03/08, issued to Nan Ya Plastics Corp., for their Rigid PVC plastic(part 4ETC06024) per ASTM D1929-96 "Standard Test Method for Ignition Properties of Plastics ", ASTM D2843-99 "Standard Test Method for Density of Smoke from the Burning or Decomposition of Plastics ", ASTM D635-98 "Standard Test Method for Rate of Burning and/or Extent and Time of Burning of Self -Supporting Plastics in a Horizontal Position" and ASTM D638-03 "Standard Test Methods for Tensile Properties of Plastics" for exposed & unexposed sample per Xenon Arch after 4500 Hours, signed and sealed by Joseph Labora Doldan, P.E. Ish q L Chanda, P.E. Product Control Examiner NOA No 14-0926.12 Expiration Date: September 23, 2019 Approval Date: January 19, 2017 E-1 oo v Ot to p CEJ cl 11 0trn 'T] FF' nt A CL7 0 0 `° b e E WzW '' s y b 'yy ry p_ M z N a two io pzpT HZO, C. • b ] ' ] P Hi b a .3" p ` pp.• a ^' m y O .t'F ' p Papoz2°aw`5ap rnwR pw o o ° y o b e ro o o ` i ro x ro o °0 Q, c) rL O y acro iiy o I , by by o _a Cn y .Z" IfI, - Z o ct p o a 0 '+ , A p o o . by In to 4°a O ° 51 N y o° w ti b m y n cz z 000Anla . o °. H to ... +• o°" s. a o n a 9 J0.. pG-, NxC ' opP, w C,+ a OnOto P"•.S^. UP• Tjjypy OYvI HL' Bfbsa°`° tioo oAA".. aOvoPa . cl OOoy t : a- N a 'wTC1 oLtJn ow tiot° y, r: p7• AN0 prbmp .rS3. M9 'hN Qi pt.p Cn 20. coy;3p z4: a- y OQ -4 crAv w W~ ornit ZAIt1 O p O N b ry bb' N tia. po 1 oitg5, L0t"' on,. 00 RD ;o ,'° o Z3O'o ao w ' F vra, b0tn°o c5•° o ao Ir No m.o ba oH Q yGy H a`o.. dtn° o H P0,l g a cc ap - , o o m ° onap o Nv C y C] '-C i l n.tTE con e y _a i 0.p b ci'['H y p7t" Thi 0 o xt co C y"` b o h7 A y- D o (") o o y ( m w I.j x YD C'"' wa, ^. ,Y pi y .D^ on OC .t o on s oo\, N In nE>iNo G•N+ b9. cDOy° o y vaso oo ten.. W o ~50 9 m oe rHo a •°.w m V, y' " a Ha• a.wN. q. o' n0 t0 .N o b m tna l7tj Ty? a o o S~ n pNo> n a C7CLCL01 9 a. It, p• `,, a. N P. iB O O ti H P• li O P• m C' S o z I cD y tc o C7 m too co C) CJ a m^.a cp°• `S b0. "•C7v to wti. O 0. rn c.v you 0. K' p ooCT9 o a Nb v,0`o o'NaN V,$1. A e° 3 c ^• `< b Rn p' a ti H$ No Te D`oo`° ? `" C6 wo " v' o m a _ Q by 0 K 0n. z i p, ° ° US a, b rn rnp OQ da pcl 0 n o 0ba O C b b8 0 P eC'y. c P Ry C. soap. y5 C ay wnh p z yP r 0. cbo 0.AP JV N'S S'fY `G tm N o y y y o qo P. aS0 FOR INSTAUTKIN INTO WOOD FRAMING, USE NA 4. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND B DOD( FRAME AND PANEL MATERIAL: GRAOEBw00D SCREWS Of SUFFICENT LENGTH TO ANDIOREDTOPROPERLYTRANSFERAULOAGSTOTXE PVC S ALUNINUSPMOOD TXRESFIL REF: TEST ACHIEVE I -In INCH MINIMUM EMBEDMENT. MINIMUM STRUCTURE. BUCK DESIGN AND INSTANATION IS THE REPORTETC-0&3S IIMDATEDOV1b08) EDGE USTANGE IS I NCH, NIMMUM SPACITN3 BETWEEN RESPONSI&Litt OF THE ENGINEER OR AACHITECT OF ANC HOR9IS 1•, RECORD. NAN YA PLASTICS 5. IN AREAS VMERE NNDH W DEBRIS PROTECTION SERIES "14P" IMPACT GLAZED INSWING DOOR W & W/O O FIXWPAWL(l JA-t)0.1N'X1 OEEP) GLAZED SIDELITES 1D. IN ACCORWNCE'MTH THE CURRENT EDITION OF INSTALLATION ANCHORAGE DETAHAS TABLEOFCONTEN)S GENERAL NOTES: NOTES: THEPROD TANgIgUGESHO.MIHERENI3DESIGNED B.THE INSTALUTpN DET/J45 DESCRIBED MERENME LONE(1)NSTAW110NANCHORISREOUIREDAT EAd1 NBTALUTpN ANCHORS ANDA430CIATE01WtOHiRE TOCOMPLYWITHIHEGURRENTEDTIONOF THEFLORIDA GENERIC AND MY NOT REFLECT ACTUAL ANCHOR LOCATOIN SHOWN. MUBTBEMAOEOFCORROSp RESISTANTIMTENNI.OR BALDINGCOOE(FBCI INCLUDNGTHE HIGH VELOCITY HURR,ANE20NE(HVH2)ATTHEDESIGNPRESSURPS) CONDTIONS FOR A SPEDRC SITE. IF SITE CONDRKNSCMIBEINSTKUTKKITODEVATE 3.THE NUMBEROFINSTALUTIONANCHORSDEPICTEDIS RAVEACORROSIONRESISTANTCOATING. STATED HEREIN, FROM THE PEWIRFMFMB MIDDLED HEREIN, THEN THEMNIMUMHUMSEROFANCHORSTOMUSEDFDi B.FOR NALOW BLOCX NIDI OROINi FILLED BLOCKDomm DETAILSCONTNNEDNEREINAREBASED THE BULDNM OFF(CAL MAY ELECT ONE OF THE PRODUCT INSTAUTX)N. N ADDDON TO THE ST—TIONAHOR85HGMM,TAOMINSTAL— FOLLOAY100PIgN8: NNC INSTAL NSTALLATON ANCHORS INTO MORTAR "NTS . EDGE DISTANCE m MEASURED FROM FREE EDGE OFjTHEPRWUCT UPOINSIGNEDMIDSFALEDTESTREFOT ANCHORS ARE REQUIRED IN EACH HINGE LOCATE BLOCK OR EDGE OF MORTAR TONT INTO FACE SHELL OF ETCB!-2B6l—SOATEO 0MSDS(SPECIMEM2)MID ASSOCIATED UBORATORY STAMPED DRAWNGS. THE 0UTSIDEN—WOUIRETATALK:ENSED HINGEANCHORSINTHEOUTERMOSTHOLESOFTIE ENGINEER ORARCHITECT PREPARE AND HINGE LEAF INTO THE HINGE LWB. ANCHORS ARE TO BLOCK PRODUCT HAS BEEN EVALUATED FOR CCMPUANCE NTH SUBMIT SITE SPECIFIC DOCUMENTS FOR USE MATCH TYPE. SIZE AND EMBEDMENT OF THOSE SHOMM S, INSTALLATION ANCHORS SHALL BE INSTALLED IN RR EDITION OF THE FLORIGA WILUNO CODE FBCIANO IS IN CONIPUANCE VAT(SND STANOMOS. WITH MN DOCISPEMT.HE REIN FOR RESPECT SUBSTRATE. SEE SHEET 3 FOR VHLBANSIDEHREQURE TLATAONE-IIMESTTE ®OETA¢S. ALCORDANLE ATIANCHDR IMNUFATURERS INSTALLATION INSTRUCTIDM3 AND ANCHORS STALL NOT SPEPFTC APPROVAL BE AFRIED FON AND BE USED IN SUMTATES WTI STRENGTIS.. THAN 3.ADEOIIACYOFTE IS TINGSTRXTURALCONCRE)E MASONRYAND 2% FRNAINGASAMAINWNDFORCE OBT,VNEOFRgiINE MNML0A0E CdINTY J. SHM AS REWIREDAT FACX INS)ALUTIOfI PINCHOR PRODUCT CONTROL SECTION. NTH LOAD SEARING, SHIMS, MAXIMUM ALLOWABLE SNM THE MINUMUM STRENGTH SPEOFIED BY THE ANDIOR MANUFACTURER RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANS FERRING—EDPRODUCTLOADSTOME SIZE IS 1N INCH. SHIM WHERE SPACE OF 1118 NCHOR T.GUSSMEETS iHEREOUIREMENTSOFAS7M GREATER QC M. SFM(S)SHALLME STRUCTEDOF TO INSTALLATION ANCHOR CAPACITIES FOR RiODUCTS STRWTUREISTHERESPONSI9IUT1'OF TIEENGINEER OR ARCHITECT OF RECORD. a E13WMN.MESNEETIOFORCAA)INGDETNLS. HIGHDENSITY —TC OR BETTER HEREINAIiE BASED DN SUBSTATE MATERWS WITH THE FOLLOWNG PROPERTIES: FOR INSTAUTKIN INTO WOOD FRAMING, USE NA 4. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND B DOD( FRAME AND PANEL MATERIAL: GRAOEBw00D SCREWS Of SUFFICENT LENGTH TO ANDIOREDTOPROPERLYTRANSFERAULOAGSTOTXE PVC S ALUNINUSPMOOD TXRESFIL REF: TEST ACHIEVE I -In INCH MINIMUM EMBEDMENT. MINIMUM STRUCTURE. BUCK DESIGN AND INSTANATION IS THE REPORTETC-0&3S IIMDATEDOV1b08) EDGE USTANGE IS I NCH, NIMMUM SPACITN3 BETWEEN RESPONSI&Litt OF THE ENGINEER OR AACHITECT OF ANC HOR9IS 1•, RECORD. 9. DESIGNATIONS WANG - STAND FOR THE 5. IN AREAS VMERE NNDH W DEBRIS PROTECTION F%LO NG, X: OPERABLE PANEL T} YA'A ]e -1K It 13H'DEEP) MOUIREMENTS DUST, USE OF AN APPROVED MIAMI DADS O FIXWPAWL(l JA-t)0.1N'X1 OEEP) IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED. 1D. IN ACCORWNCE'MTH THE CURRENT EDITION OF THE FLDBUA BOLDING CODE, WOOD BUCKS SMALL TABLEOFCONTEN)S FAVEBEEN RIESERVATVETREATEDOPSXALL BE OF A DURABLE SPECIES. 05. FOR INSTALLATION THROUDH 1X BUCK TO CONCRETE 9pIRY OR DNECTY Prt0 CONCRETE I MAEO NRY, USE THE FOlLOM1NG: TAFCGHCRETEININCHITTILENGLETOH EOFORM NW MINIMUM SNTH INIMUMEVE 1-1N1 NCH AINHUM nINCHEMBEDMENT WITH UNSPUN EDGE DISTANCE OF 1 -IR INCHES. MINIMUM SPACING 14— 1. THREADY( WIU):1NINCH ITWADVANCED 1HREADFI ROH M"NS OFSUFFIOETINTHLENGTH TOLVE1NCH IWMUN EUB DMINCHES IMMINIMUMEDGEDISTANCEQF2S4'. .AINHUMSPAGNGBETWEENANCHOP319A'. B MINIMUM EMBEGMENTAND EDGE DISTANCE EXCLUDE WALL FINISHES (INCWDIMG BUT NOT LIMITED TO STUCCO, POW, BRICK VENEER AMD HONG). KW000-SOUTNERNY U_OWPINE-MINIMUM SPEOFC GRAVITY OFO.55 S. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 2500 PFI C. MASONRY - STRENGTH CONFORMANCE TO ASTM UBOMEDIUMNEIGXTWTTICOMFRESSWE STRENGTI OF 1 BOO IM (DENSITY 117 FGF). FNETBUO)LLWNBO1HIIIYEY1r IM 14b11G'NL cge.E,, sln Pte+ FrnMetCwN DESIGN PRESSURE RATNIGTPSF) SPPACT RATw WHEREWWTERINFILTRATONREOUIREMENrt19NEEOEO WHEREWWTERINFILTRATONREQUIRENEMANOTNEEDED IARILE IMP- TMI u00 SD.O DOOR ASSEMBLIES MSTALLID WHERE THE—SLANG RATIO6 EDLM TOGR MORE THAN 1 NEED TO SE TESTED FOR WA3ER INPILTRATION PET FBC 111A.S. STATE OF 104 5/8' MAX. 0.1 FRAME WIOTH 13314' MAX a a N L E F PANEL WIDTH r MAX. (TYP)O " B B e T SEE DLO. m3'MAX (TYP) 3"MAX(TYP)o P. n I J C D NOTE BELOW 0 r MAX 3' (TYP.). 9 8 SEE OETNLC o 7 7 ( TYP r(TYP.)O w p SEEDETNLA o 3.MNX BWOOF i Sp ON SHEET 15 (TVP.) ONSHEET 15(TVP.) O3 -MAX FROMREINFORCEMENT 5 KF CORNERS INSTALLATION TVP) ANCHOR(TYP.) g u II m M I D I B 0 „ T 1812' MAX. Q BT 11 f0 SEE ]9114' I I O.C. (TYP.) 3 k MAX O.A 10 10 D.LO. MAX. 3 5 SFRAMEONOTEPANELp HEIGHT „ >> BELOW HEIGHT I 3D \ X i ° X P D I \ X 0 ul$gt z Wttoz I I '' 4' MAX FROM p , INACTNE VE INACTNE ACTIVE CORNERS (TVP) b o 1ccffiZ5< SEE DEfAILBo J J ON SHEET 14 TYP.) 03' MAX (TYP.P) } } < 3gSEEDETAILD03" MAX (TYPJ 3" MAX. (TYP.) G A ON SHEET 15 (TYP) p SEE D.L.O. 3' MA%. (TY'P.) 3' MAX (NP.) 0 yyx19 B 4NOTE ] o3"MAX.(TYP)3'MA%. (TYPJO ee• H BELOW B ELEVATION(OXXO) 3"mP)m a B 35 Y4• MAX. R _ TERIOR PANEL WIDTH (INSWING GLAZED DOORS WXIIAZED SIDELIGHTS) RaSeH J. Anvvw. PE. NOTES: FL P.E. No. 49152ANCHORLAYOUT (OXXO) , SIDELIGHT JAMINMULLI DOOR PANEL STILE EXTERIOR VIEW ,.;4ypME5 gff4x4 INSWING GLAZED DOORS W/OLAZED SIDELIGHTS) 4Q;:'GENS oy%. 1) O.FORD00RPANELS: _ F'• ,. A))DDOOR ONE MOL BMC SNIN MADEONEFROMMOLD: 28-1/4'W1DEX 910x3"FL HD SCREW 30 SS' HIGH B)DOOR PANELW/ODL INSERT: 910.1112"FL HD SCREW 33 _ 2P12'WIDE%82-12'HIOH 610.2' FL HD SCREW 32 - TAT E OFo/ 910 xJ'FL HD SCREW 30 FSStORIDN?p2) D.O. FOR SIDELITE PANELS: FnOSOCfg9VN A) SIDE ITE PANEL WISMC SON PI+ti+F4 xr rwHy fnnlfl MADE FROM ONE MOLD: 8-114' #10. 1 12" FL HD SCREW 33 A•9gar. NO E XM1314'HIGH B) SIDE TE PANEL WOOL INSERT: o HINGE ANCHORAGE 1cc 5-10WDE X82-12'HIGH SIDBLLGHC/AMBId1ULLION ANDT P Cw9.l DOOR PANEL STILE FRAMEW7DTH K L E F WOOD REINFORCEMENT (TYP.) Q n$ R 9 9 B ] BEE DETAIL A o O SEE DETAIL C I J C D ON SHEET 15 (TYP.) 3 MAX. (TYP) INSTALLATION BONSHEET,5ITYPJ03'MAX (TYP)—.-{.`- _ ANCHOR(TYP.) 5 M I 11 L / 10 11 I 10 1812" MAX. MM SEE ]B IM" O.C. (TYP.) MAX OA 10 10 13 D.LO. MAX. FRAME O FF NOTE PANEL O HEIGHT 11 G X 13 SHT.2 HEIGHT O X O L 03 4' MAX FROM I \ / I 8 AC CORNERS (TYP) ACTIVE < rOZ H O SEE DETAIL D ON SHEETI5(TYP.) 8` / `-SEE DETAILS o03^' 1 I I 3 ON SHEET 14 (TYP) ( TYP.) H B 3" MAX. (TYP.) 9 S 0 3- MAX (TYP.) SEED.L.O. ANCHOR LAYOUT (OX or XO) SHT2 SEE D.L.O. NOTE ELEVATION OX or XO) EXTBRIDR VIEW wSWwO GLA'LFD DOORSWIDIA]ED SIDID.IGFT[') 3311" SHT.2 EXTERIOR VIEW goSM 35314' MAX . (I.YSWING OLAZED DOORS WX:LAZSDSIDFLIGHD Fln PANEL WIDTH xdS 3F FRAME JAMB DOOR PANEL STILE FRAME JAMB DOOR PANEL STILE Na 3119' TAPCON (ATT) WITH , , 910 FLHDWOOO Wll12"EMD IN CONCRETE SCREWW/1-12'EMO 38 AND,'EMDIN MASONRY 4T F'•.<I 910 x 112' FL HD SCREW 33 910. 112' FL HD SCREW 33 xSSiQ A10 x 7 FL HG SCREW 32 010. T FL HD SCREW 32 910 FL HD WOOD 3118" TAPCON (ATT) RETH SCREW"l 12'EMD W/1-12'EMDI IN MASONRY 47AND1" EMO IN MASONRY NWINxfR[YMP,p 010,112'FL HD SCREW 33 4 910 x 117 FL HD SCREW 33 wy 'x0wY1y0eM1" lupi.. `S.L3 Lj2 m HINGE ANCHORAGE m HINGE ANCHORAGE FRAMEJAMB@WOODSUBSTRATEAND FRAME IAMB@ CONCRED A-SONRY SUBSTRATE AND CexaV DDDR PANEL STILE DDDR PANEL SRIJ3 68"M . OA FRAME WIDTH SEE DETAILAON ` SEEDETAIL CO 0 SHEET 15 (TYP) I J C 0 ON SHEET 15 (TYP.) FRAME IOI I X/'`H 1.1 NOTE PANEL 82" I' 11UI N SEE 7B1!4" MAX OA. 10 10 D.L.O. MAX. HEIGHT 1111 SHT.2 HEIGHT O SEE DETAILB/ g 7 SEE DETAIL D OONSHEET11 (TYP.) ON SNEET 1511.1HS B 8 SEE D.L.O. SEEED.LO. NOTE 3314" SHT.2 35 314• MAX. PANEL WIDTH 112' ELEVATION (OXO) EXIFRIGR VIEW N'SWING GLIZEDDOOR WXiLAZED SIDELIGHTS) 71• MAX. O.A. O SEE DETAIL A ON SHEET 15I TYPJ No 0775522" STATE OSOF NIODUCf pRVe4b M44.M.1.fyrr 3• MAX (TYP) O 5 ? RE INFORCEMENT(TYP.) T WOODO IiloillMAX. (TpYP) 2 ANONOR. eMAX. I / EOl1ALLYSPACED03"MAX. (TYP) { 03"MAX. 13 u iYP)- 10 82" W 30 T MAX OA12 SEE 7B 1M• I I O.C.(TYP.) 11 FRAME 150 3 12 XHEIGHT12X a X x 12 3"RYP.)e t Dti 4• MAX. FROM CORNERS (TYP) I I 110 0 l ACTNE MACTNE AC d ! p3 IMAX (TYP.) j) 0 SEE DETAIL 11 / SEE D.LO. A7 ON SHEET 14(TYP.)J NOTE O 7 MAX. (TYP.) SH. 2 g o' 8 LAYOUT (OXO) S%DOOR 35 311' MAX Rf P.E. PANEL WIDTH OLADOORWALA7liD SIDELIGHTS) ELEVATION (XX) IX MOR VIEW INSWING GLAZED DOORS) No 0775522" STATE OSOF NIODUCf pRVe4b M44.M.1.fyrr 3• MAX (TYP) O 5 ? RE INFORCEMENT(TYP.) T WOODO IiloillMAX. (TpYP) 2 ANONOR. eMAX. TYP) EOl1ALLYSPACED03"MAX. (TYP) { 03"MAX. INSTALLATION u iYP)- ANCHOR (NP) 30 L I 1812• MAX. e SEE 7B 1M• I I O.C.(TYP.) 3, 1812• MAX. O.C. (PIP.) 150 3 12 X 0 F 1•MAX FROM aox i f"' 1 ES 3"RYP.)e t Dti 4• MAX. FROM CORNERS (TYP) I I 110 0 TL— II ACTNE e--1 d ! p3 IMAX (TYP.) 3'AN.0 (TYP) ANCHOR LAYOUT (XX) PXIPRIOR 3- MAX MP.) 29 O 7 MAX. (TYP.) o' ANCHOR LAYOUT (OXO) S%DOOR E Rf P.E. DISWEVD OLAZGD OLADOORWALA7liD SIDELIGHTS) FL P.E.497, FL P.E. No.IB752 0..._ No 0775522" STATE OSOF NIODUCf pRVe4b M44.M.1.fyrr Z 3• MAX (TYP) O 5 ? 3• MAX. (TYP)e m 3" (rYPJ WOOD REINFORCEMENT rc W O 3• 0(TYP.)—..{ F TyP) INSTALLATION ANCHOR(TYPJ RoS 8$ m 30 2 I 1812• MAX. g SEE 7B 1M• I I O.C.(TYP.) yU1 m m 12 D.LO, MAX. I NOTE PANEL SHT.2 HEIGHT t Fp t20 cb o# O G 12 X 0 F 1•MAX FROM LL6 i j•a3 CORNERS (TYP) NACACTIVE i f"' 1 ES 3"RYP.)e 88 Imo- L3• R ff3" MAX (TYP.) MPH. (TYPJ Roovt J. Anmruw. P.E. FL P.E. W. 49752 t 1PME5 qy. 04?.cENSF ANCHOR LAYOUT (XX) PXIPRIOR 9G5. INSWEGGLAZEDDOORS) Z 89 1u' MAX O.A. 03" (TYP) pFRAMEWIDTH K L 9 9 B 7 o3'ITVP) {.. a• -MAX. IiYPIO a p a SEE DETAIL I 1 J EDETAILC C D OT MAX) I Y`00 R 8 ON SHEET 75 (TYP.) 9 S ON SHEEP IS 7 7 e3'(TYP)- oREINFORCEMENT TYP.)0 03" TYP mP') INSTALLATION ANCHOR(TYP.) d i Is °/ 10 I I 10 Ii 1/ I I \ , B"MAX. 8Y R T SEE 79 V4' I O.C. (TY'P.) MAX. O.A 10 70 11 D.L.O. MAX. FRAME O NOTE PANEL "' HEIGHT 11 O X I X SHT.2 HEIG_ O X OTJrIE p I \ I I0/0 r 4' MA)( FROM 0 CORNERS (TYP) ggy{( g t SEE f 315 H S w OSEE DETAIL- /IS ON ODETAILD 7 03'MPJC(TYP.) a; (•P oX(NP)ON SHEET 141TYP.I SHEETIS 3' MAX.(TYPJ r MN(. (PYP.)) ( 1YP) d 3 a M" N( H MAX m(TYP.) 3' MAX (TYP) o < 1 e 3' (TYP.) O a SEE O.LO. SEE D.1.0 ELEVATION (OXX or XXO) ANCHOR LAYOUT (OXX or XXO) 6SHT2 NOTE EXTERIOR VIEW B%'I MR VIEW SMT.2 (MSWMO GWZED DOORS WrGLAZED SIOEWOHD (MSWMC GLAZED DOORS W/GLA"' SIDELIGHT} r314• P 1314" w 31522' 35m E II RaJ. Amaum, P.E. FILFL P.E. No. 497U 04.: `SCENyF 9N: PANEL No 4976 o SIDELIGHT ] 91u' 79174STA.TE OF; FS o R 10 P'C'22p`• Ill 2" RAIL AND STILE SIZES s7 71, EXTERIOR VIEW bIb1Y g2Z6V 231N'{ 3 16lJ2'CM 1R_e 27/32" s 01-12 MIN. EDGE DISTANCE CONCRETE BY OTHERS o SEE GEN NOTE 3, SHL. t d o 1' MIN. EDGE DISTANCE ISOLATION MATERIAL INSTALLATION NOTE 10. SHT. 1) a d 2 BETWEEN WOOD BUCK d 2X WOOD FRAME BY OTHERS CONCRETE/MASONRY 1.10MIN. o (SEE GEN. NOTE 3. SHT. 1) 1-10 MIN. BY OTHERS EYBEDMEI HIM EMBEDMENT MAX SEXTERIOR FINISH R mR m EXTERIOR FINISH - BY OTHERS ,N"MAX SHIM L'+ BY OTHERS g Q r G K x PERIMETER OTHERS PERIMETEROTHERSN. a O 1%WOOD BUCK BY OTHERS ri BY OTHERS 5 3 (SEE GEN. NOTE 4, SHT. 1) BY OTHERS 5 u e3 ITEM NO. M HEAD PLATESECUR0 0 ] 1, 48 DIX rITWTAPCONSSE E O ® 1/4• ITW TAPC = DFJ4 NO.28 HEAD PLATE MAX. OA O ®1114 WOOD SCREW INSTALLATION ANCHORFRAME INSTALLATION ANCHOR EXTERIOR INTERIOR HEIGHT ii m EXTERIOR INTERIOR p N Q o e d ; 3 e ; o g4 t. •m- 1 VERTICAL SECTION VERTICAL SECTION CONCR fbI SBARSwooDFRAdSBsuesTRATE3335ZFG y ACTIVE' GLAZED DOOR PANBL®HPAD ACTIVE• Gt •n.'n DOOR PANt]. @ HEAU T iL p Z w SHOWS SHOOT BOLT HEAD PLATE ON ! SHOWS SHOO PAD PLATE ON PASSSIVETVE DOOR PANEL PASSIVE DOOR PANEL. p5 B O V MIN. EDGE DISTANCE dg{ s 6t6 GLAZING DEET ISEESHEET70) IR e 2X (SEE FRAME E OTHERSMAX. (SEE GEN. NOTE 3, SHT. 1) a , INTERIOR 1.1?MIN. 99!! EMBEDMENT EXTERIOR FINISH BY OTHERS 1u" MAX SHIM PERIMETE OTHERS 4 O 49 (2)NO. to SCREWS EXTERIOR INTERIOR BV OTHERS 3 MAX OA APPLY IR"CONTINUOUS BEAD OF FRAME 13 SILICONE CAULKING BETWEEN SILL HEIGHT 7 AND CONCRETE FOR FULL . PERIMETER CAULK LENGTH OF SILL, BY OTHERS 1.:....- 1 -l(1 -MIN. o CONCRETE BY OTHERS EMBEDMENT SEE GEN. NOTE 3, SHT. 1 d INSTALLATION NOTE 10, SHT, 1) I I 1/4" ITW TAPOONO 01-12NCE-" 'MIN. EDGEDISTAINSTALLATION ANCHOR VERTICAL SECTION coNCReLEs RPAACfIVB • DOOR PANEL 1. SDL SECURE ITEM NO. 28 HEAD PLATE e EXTERIOR lIMIN9- INTERIOR 1 VERTICAL SECTION WOOD FRAME IUB.I-IE ACTIVE' ODL GLAZED DOOR PANEL ®HEAD 4 SHOWS SHOOT BOLI' HEAD PLATE ON PASSIVE DOOR PANEL. FL P.E. No. 49752 O:t AMES qac Q:•\GE NgF' NO 4975 STAT OF i-17 MIN. EDGE DISTANCE o ISOLATION MATERIAL CONCRETE BY OTHERS O SEE GEN. NOTE 3. SHT. 1 8 INSTALLATION NOTE 10, SHT. 1) o 1-17 MIN. EDGE DISTANCE CONCRETE BY OTHERS O SEE GEN. NOTE 3, SHT. 1 S ISOLATION MATERIAL INSTALLATION NOTE 10, SHT. 1) BETWEEN WOOD BUCK BETWEEN WOOD BUCKS HEIGHT ACITVE- GEL GLAZED DOOR PANEL @HEAD 82" 'SHOWS STIOOT BOLT HEAD PLATE ON PASSIVE DOOR PANEL. CONCRETE / MASONRY 1-12" MIN. O CONCRETE / MASONRY 1-17 MIN. O BY OTHERS EMBEDMENT BY OTHERS EMBEDMENT EXTERIOR FINISH 1/4'MAX SHIM EXTERIOR FINISH 1l4"MAX SHIM BY OTHERS BYO IRS PERIMETER CAULK APPLY 112'C( PERIMETER CAULK B BY OTHERS ar /X WOOD BUCK BY OTHERS BY OTHERS31 1X WOOD BUCK BY OTHERS4 E SEE NOTE 4, SHT. 1) 5 s (SEE GEN. NOTE 4, SHT. 1) a TAPCO 2) 3/16 ITW TAPCONS SECURE 110 INS® TON ANCHIX2INSTALLATION ITEM NO.]B HEAD PLATE O O 1/4'ITW TAPOO y VERTICAL SECTION INSTALLATION ANCHOR DOL SIDELTIE PANEL @SRL 8 EXTERIOR 0, INTERIOR EXTERIOR INTERIOR PERIMETER CAULK LENGTH OF SILL- VERTICAL SECTION WAX, OA '( VERTICAL SECT ION CONCRETE/ S NRVS iE FRAME CONC SUBSTRATH HEIGHT STANDARD SIDPIRE PANEL@HEAD HEIGHT ACITVE- GEL GLAZED DOOR PANEL @HEAD 82" 'SHOWS STIOOT BOLT HEAD PLATE ON PASSIVE DOOR PANEL. FRAMEHEIGHT A 82' 1 GLAZING DETAIL 1 INTERIOR O (SEE SHEET 101 3 APPLY 112'C( B SILICONE CAU PERIMETER CAULK AND CONCRE E 6 EXTERIOR INTERIOR EXTERIOR INTERIOR 01-17 MIN. EDGE DI STANCE APPLY 17 CONTINUOUS BEAD OF VERTICAL SECTION 3 H CONCRETE SIRLSIEATE 13 SILICONE CAULKING BETWEEN SILL DOL SIDELTIE PANEL @SRL AND CONCRETE FULL O APPLY 17 CONTINUOUS BEAD OF PERIMETER CAULK LENGTH OF SILL- PERIMETER CAULK B SILICONE CAULKING BETWEEN SILL BY OTHERS a BYOTHERS AND CONCRETE FOR FULL 1.17 MIN. LENGTH OF SILL. 0CONCRETEBYOTNERG ` '' EMBEDMENT SEE NOTE 3, SHT.1 8 : -' -' CONCRETE BY OTHERS,'. 1-12' MIN. INSTALLATION SEE NOTE 3, SHT. 1 dEMBEDMENT NOTE 10, SHT. 1) INSTALLATION NOTE 10, SHT. 1) r mwO rRLYC(0b1YINr1 u'.yl*Cyr 01-12' MIN. EDGE DISTANCE CONIN' INSTALLATION INSTALLATION ANCHOR 1H' TT LATONTAPCN 01-17 MIN. EDGE DISTANCE INSTALLATIONANCHOR w:. M.'. VERTICAL SECTION VERTICAL SECTION= c CON ESUBSIRAT6 CONCALTTESUBSTRA 0 ACTIVE • ODL GLAZED DOOR PANEL SELL STANDARD SIDELTIE PANEL@ SI L O 1-17 MIN. EDGEOISTANCE— ISOLATION MATERIAL BETWEEN CONCREWOOD BUCK A TE/MASONRY BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK — BY OTHERS d5 0@ 1M'ITWTAPCON INSTALLATION ANCHOR EXTERIOR CONCRETE BV OTHERS o SEE GEN NOTE 3, SHT. 1 6 INSTALLATION NOTE 10, SHT. 1) r.r MIN. O JEMSEDMENT 114" MAX SHIM lX WOOO BUCK SY OTHERS SEE NOTE 4, SHT. 1) r INTERIOR VERTICAL SECTION CONCRETE/ MASONRY SUBSTRATE ODL SIDELTfB PANEL @ READ W. O.A. FRAMEHEIGHT 3W ® 82' A No 48] I.-: 1 EXTERIOR INTERIOR 3 APPLY 112'C( B SILICONE CAU PERIMETER CAULK AND CONCRE BY OTHERS CONCRETE BY OTHERS 1-17MIN, e i "- EMBEDMENT SEE NOTE 3, S,T. 1 A INSTALLATION NOTE 10, BHT. 1) 01-17 MIN. EDGE DI STANCE iM'fTW TAPCON INSTALLATION ANCHOR VERTICAL SECTIONH CONCRETE SIRLSIEATE DOL SIDELTIE PANEL @SRL O 1"MIN. EDGE DIST 2X WOOD FRAME BY OTHERS SEE GEN. NOTE 3, SHT. 1) EXTERIOR FINISH - BY OTHERS No 1-17 MIN. EMBEDMENT n MAX 0 w $ W(IOA BY OTHERS 5 / FRAME J/ HEIGHT O®014 WOOD SCREW 82' INSTALLATIONANCHOR e III EXTERIOR ' INTERIOR I VERTICAL SECTION WOODFRAAffi SUBSTRATE STANDARD SIDELTIE PANEL @ HEAD O 1' MIN. EDGE DIST 2X WOOD FRAME BY OTHERS SEE GEN. NOTE 3, SHT. 1) EXTERIO FINISH - BY OTHERS MAX. OA BY OTHERS FRAMEHEIGHT o ®014 WOOD SCREW BEAD OF B2' INSTALLATION ANCHOR KEEN SILL L LENGTH OF SILL B1tie `- mowcr evl>zs 11M.re.l+rl0 1 VERTICAL SECTION WOOD PRAMS SUBSTRATE % S 7 ODL SIDELXrE PANEL @ HEAD LLisry c.wd 1-17MIN. ENT MAX SHIMSH7, p2g E { 3 W ® RoFJ. , PE. No. 497FLLPENo. 49]52 PSjpMES qM0 CoOF.: VSGENBB• •p0 A No 48] I.-: 9T, STATE OF .. 1 1/ 2X WOOD FRAME SEE GEN. NO EZ i.. MI.._.... ..:::..::-: 5 j t 1 I I to 11 i rtai EDGE DISTANCE a 41 SHEATHING BY OTHER ®_ p1 yEO2 o O 4 0 014 WOOD SCREW© PERIMETER CAULK YEXTERIOR 'H EXTERIOR INSTALLATIONANCHOR BY OTHERS MAX. OA FRAME WIDTH EXTERIOR FINISH BY OTHERS 101-5/8' H, ORIZ NTAL S ECTION HORIZ NTAL SECTIONy HORIZONTAL SECTION WOSUBSTRA MULLION ASTRAGAL STANDARDSIDELI'IE PANEL@TAME STANDARD DOOR e:SIDBLfTB PANFDS STANDARD DOOR PANELS 1N'MAX. SHIM 1 1.1lT MIN. EMB. CONCRETE ltEt ,f INTERIOR 1' MIN. EMB. MASONRY* e 2 31 ®CONCRETE/MASONRY p 1" OVER ALL LG U, CONSISTING OF: BY OTHERS01' OVER ALLI.G.U. OF: 1/8' TEMPERED GLASS, 0.550' CARDINAL (SEE GEN NOTE 3, 1/8" TEMPERED GLASS, 0 SSP XL EDGE SPACER, SHT. 131H$TALLAHONCARDINALXIEDGESPACER, UB' ® 118' ANNEALED GLASS/ _ NOTE IO, SMT. 1) 2)ANN EALED GLA55/0 090' SAPLIX DOW CORNING 0.090' SAFLIX PVB INTERLAYER BY PVS INTERLAYER BY EASTMAN 995 SEAI.EM EASTMAN CHEMICAL COMPANY (NIAV DOW CORNIN _ CHEMICAL COMPANY (MA)/118" 1/B"ANNEALED GLASS BY CARDINAL l995SEALENTANNEALEDGLASSBYCARDINAL y -1!P MIN. EDGE OIS. CONCRETE EXR.R i INTERIOR IX R i INTERIOR JTE ` 2- MIN. EDGE S. MASONRY* 1 MIN. 3N" 5 j/ I I GMUSS BRE 1 GLASS BITE PERIMETER CAULK ISOLATION MATERIAL I 1 BY OTHERS *BLICK'BCNIW fE/ EXTERIOR FINISH MASONRY BY OTHERS BY OTHERS 10 _ IB 1X WOOD BUCK BY OTHERS MAX. OA (SEE GEN. NOTE 4, SHT. 1) F—.-.T.- EXTERIORRAMEYADTHEXTERIOR @114ITWTAPCON o INSTALLATION ANCHOR GLAZING DGDET AH 1 GLAZING DETAIL 2 N HO ONTAL SECTION KIT CONCRETE /MASONRY SUBSTNA'TB STANDARD SIDBLTIB PANEL @IAMB 1M' MAX SHIM 112' MIN. EMBEDMENT 2X N000 FRAME BY OTHERS (SEE GEN_ NOTE 3, SHT. 1) 0 1'MIN. EDGE DISTANCE an 5e[LTi 5 3 10 11 1 11 41 SHEATHING BY OTHERS • ®- 0 014 WOOD SCREW @ PERIMETER CAULK n SIEE AMS INSTALLA710NANCHOR BYOTHERS se EXTERIOR ® sv•lehxv rnrwrs EXTERIOR EXTERIOR FINISH BY OTHERS HORIZONTAL SECTION %n1 HORIZONTAL SECTION HORIZONTAL, SECTION WO OD FRAME SUBSTRATE MULLION ASTRAGAL ODL S1DP.L77E PANLT. @ IANfB GO,,. e: ODL DOOR PANELS ODL DOOR PANELS I IM' MAX. SHIM 15 4 T 1 3 2 3 1-1l1' MIN. EMB. CONCRETE 1' MIN. B. MASONRY o CONCRETE I MASONRY BY OTHERS SEE GEN NOTE 3, SHT. 1 81NSTALLATION NOTE 10, SHT. 1) MULLION ODL DOOR & ODL SIDT1.1'IR PANELS ETEtY RS HORIZON ODL SIDP.LTCB PANP.L @ )AMB FL P.E.W. PE. No, 497W N. 4s 1,/ ; STATE 114" MAASHIM INTERIOR 1 12" MIN. EMBEDMENT 93 X12 2 ( 2X WOOD FRAME By OTHERS(SEE rl GEN. NOTE 3, SHT. 7) 0 1/4'MAX. SHIM S t INTERIOR i-72' MIN. EMB. CONCRETE O ~ t7 t ,i2 O 1' MIN. EMB. MASONRY a E CONCRETE/MASONRY a BY OTHERS BEE GEN NOTE 3, SHT. 1 & INSTALLATION NOTE 10, SHT. 1) } n lipw EDGE DISTANCE V T V I:r.• 1.12' MIN. EMB. CONCRETE e 1' MI ®. EMB. MASONRY CONCRETE/MASONRY a 2" MIINNEDGE DISSMASONRVTE BY OTHERS 1 SEE GEN NOTE 3, EXTERIOR SHEATHING BY OTHERS 5 0 NOTE 10, SHT. 1) 5 aM141A00D SCREW© 7BYPERIMETER CAULK OTHERS EXTERIOR o T MIN. EDGE DIS. MASONRY lIffiLq, 1J, ISOLATION MATERIAL PERIMEBY BETWEEN WOOD INSTALLATION ANCHOR EXTERIOR A Fwc O_ ELK µw aiEn BY OTHERS BUCK&CONCRETE/ EXTERIOR FINISH BY OTHERS MAX. OA FRAME WIDTH HORIZONTAL SECTTON EXTERIOR FINISH MASONRY BY OTHERS Y OTHERS Yq HORIZONTALXWOODE SECTION ST DARDDOORL SD5IITFPANES MAX.O.AFRAMEIMD/H SEEpGENNOE95H7Sg 11M' INSTALLATION A NCHOR STANDARD DOOR SUBSTRATEPANEL@JAMB ®s STANDARD DOOR PANEL@IAMB 1/4' ITW TAPCON INSTALLATION ANCHOR ijN' MAX. SHIM 1 HORIZONTAL SECTION q1-12" MIN. EMB. CONCRETE e 1" MIN, EMB. MASONRY INTERIOR CONCRC , MASONRY STJBSLRATE CONCRETE / MASONRY 4 OOl DOORPANEL IAMB BY OTHERS 2 19 6 0 SEE GEN NOTE 3, o SHT. 1 & INSTALLATION NOTE 10, SHT. 1) X/ jam INTERIOR IN' MAX SHIM 1-1? MIN. EMB. CONCRETE 1" MIN. EMB. MASONRY A aNbxEera 1-12' MIN. EDGE DIS. CONCRETE e 2" MIN. EDGE DIS. MASONRY 5 4 11 ISOLATION MATERIAL ° BETWEEN WOOD PERIMETER CAULK BUCK & CONCRETE / BY OTHERS MASONRY BY OTHERS EXTERIOR FINISH 1X WOOD BUCK BY OTHERS BY OTHERS SEE GEN. NOTE 4, SHT. 1) EXTERIOR Ot/4'ITW TAPCON® MAX. O.A.7RAME WIDTH_ INSTALLATION ANCHOR HORIZONTAL SECTION CONCRERE/MASONRYS BSTRATE STANDARD)XRJA PANEL@JAMB 0 41 1J4" MA)(, SHIM 8 4 19 1.12' MIN. EMB. CONCRETE e 1' MI ®. EMB. MASONRY CONCRETE/MASONRY BY OTHERS SEE GEN NOTE 3, SHT. 1 & INSTALLATION NOTE 10, SHT. 1) 1 -1/2 -MIN, EDGE DIS. CONCRETE o T MIN. EDGE DIS. MASONRY 7 2 11 5 ISOLATIONMATERIAL PERIMETER CAULK BETWEEN WOOD00D BY OTHERS EXTERIOR FINISH MASONRY BY OTHERS BY OTHERS IX WOOD BUCK BY OTHERS MAX OA FRAME MOTH 523/4' SEE GEN. NOTE 4, SHT. 1) 11 W TAPCON11M' INSTALLATION A NCHOR HORIZONTAL C SECTT YISUBSTRA STANDARD DOOR PANEL@IAMB 1? MIN. EMBEDMENT 2% WOOD FRAME BY OTHERS (SEE DEN. NOTE 3, SHT. 1) MIN. O EDGE DISTANCE 2 1 5 SHEATHING BY OTHERS PERIMETER CAULK ®tt4 W000 SCREW BY OTHERS O INSTALLATIONANCHOR MAX. O A FRAME WIDTH 52-3/4' EXTERIOR FINISH BY OTHERS HH HORIZONTAL SECTTON WOOD rBAA •SUBSTRAT'B STANDARD DOOR PANEL 7AMB IX FRAME OTHE Q BV OTHERS (SEE Rmat J. Ammum. F GEN. NOTE 3, SHT. 1) FL P E No {975: EXTERIOR d d SHEATHING BY OTHERS PERIMETER CAULK ® 014 WOOD SCREW BY OTHERS a INSTALLATION ANCHOR MAX. OA FRAME WIDTH 74' EXTERIOR FINISH BY OTHERS HORIZONTAL SECTION DWMESUBS9RATTi ODL DOOR PANF7. @IAMB 4 1W' MAX SHIM 4EXTERIOR 1-12- MIN. EMB. CONCRETE 1"MIN. EMB_ MASONRYCONCRETE/MASONRY 8Y OTHERS SEE GEN NOTE 3, SHT. 1 & INSTALLATION NOTE 10, SHT. 1) 17 MIN. EDGE DIS. CONCRETE 07MIN. EDGE DIS MASONRY 11 5 PERIMETER CAULK ISOLATION MATERIALSYOTHERS BETWEEN MOOD BUCK & CONCRETE / EXTERIOR FINISH MASONRY BY OTHERS BY OTHERS 1X WOOD BUCK BY OTHERS MAX, OA FRAME WIDTH (SEE GEN. NOTE 4, SHT. 1) 523W 1W' INSTAALLATIONILTTIONAA NCHOR HORIZONTAL SECTION CON /MASONRY5 7E ODL DOOR PANEL@JAMB 74l 1/4"MAX SHIM M jII2"MIN.EMBEDMENT 2X WOOD FRAME J BY OTHERS (SEE GEN. NOTE 3, SHT. 1) U MIN, EDGE DISTANCE EXTERIOR 7-1 11HEATHING BY OTHERS PERIMETERCAULKM4 WOOD SCREW BY OTHERSSTALLATION ANCHOR MAX. OA FRAME WDTH FINISH BY OTHERS 52 N' HORIZONTAL SECTION 1 I "F s NTE ODL DOOR PANPl@IAMB OiR:•tC EMSF•C 4 STkTE OF Mo 497 STATE pF' 017/32" STILE O 5'9" STILE O TOP! BOTTOM RNL Ok 49/16' HEAD. O !" GI.pTJNG READ p O EMMA 49/16" WSWNG FILL Q EN URA DOOR r 6 Or, rsx0.w o vv ocruww i -Removes •vr.oeaPoo vsl JAMBItl FRAMEI vvc K BOTfOMSWREP PYC aIYvpENi •FY YN.-,,,W9 vg tO9'• ENDUR A" air „P>z ,,.. t•% Ow- x..ao.00., rte , r Pao a PN6f/3349/16" INSWING SBA. OENDURA42"FATBOY 'REIN.W000.A CORNERPAD KEEPER WISRELTE BASE MULLON MOOT BOLT w,uxu,sysc susamxrs vo.,woo c YnB • avcacic avAvrtr ® CODER • 1 4/piA a CIS Q A-- 'ih—rte 0.493' P 3 OmTERIoIFls ESKm OODL EURRICANB LIGRTFRAMBSYSI'FM O4'A4'RINGE OmiIEAD PLATE m ¢ aIY kx a E9 8wkP• 91 A O 17/9' REN. WOOD -C ® RENFORCNG WOOD -D ASTRAGAL BODY v. sO btn vu, piic pFnplSY;u ' {. r a a p = z w 6xeavccw,nrYb. •srccsicc vrv.aa wartEisnoor eo"ilr j+1+ar --{ s,nr, rr L+ ,, r +j z„nr xsaa ® Bx7ERIORSN eLITESTaRSAN • J— w 3FIImu,«I ° T- rr 1 6 • L Q u O INTERIOR TOPRAIL SKIN O BYTERIOR BOTTOM O E%TERIORBOTITJM ® WTMORDOORMILESIM FRAME SELL &JAMB u asxwwsRAILS DETAIL B J. H e L e, RoFLP.E. 49o.P.E. rrwx.-,,.mo vxs, •% wx.-„ vs, j' FL P.E. W. 19752 s iaw r wr .•t jpMES q.. o ms o. O0FP `GE Ng2 09GJ' Q RXTERIORDOOR / _ No 49T52 067rLL'n s xa, -uss x INTERIOR Q EXTERIBRBAD. SKN Fr wx..,,om vst msJ , Slu,l,n ,` o. VBOLT COVER YRNRgp oWr T —.. N.. 1 EXTERIOR o.v,r-v-7-— B Nx J/L INTERIOR 5 3 IoM Dmxrvlkw FRAME HEAD & JAMB O DETA EaIGR INTERIOR SIDELITE SILL & MULLION EXTERIOR DETAIL D FRAME HEAD & MULLION DETAIL C Nl BILL OF MATERIALS ITEM# PART#1 DESCRIPTION MATERIAL MANUFACTURER 1 17132" STILE FOAM PVC F MIN.=6,OOOPSI NANYA 3 c 525/8" STILE FOAM PVC oF MN. =6,000 PSt NAN YAI a E 3 1314 TOP /BOTTOM RAIL FOAM PVC •F MIN. =6000 PSI NAN YA 5 49/16"FRAME HEAD] JAMB (B FRAME) PVC COMPONENT •F MIN.=8000 PSI NANYA rcS 8 1"GLAZING BEAD RIGID PVC F MIN.=8000 PSI NAN YA a7 • ENDURA49/18"INSVJINGSILL(BOt11TlaW SUBSTRATE(FM1651PIll ALUM. BOBITS WITH FNC SUBSTMTE (FM185(pai) ENDURA O 8 6 ENDURA 4.11 INSWING SILL(80B3-TS WA'VC SUBSTRATE(Ft•ISWPa0) HATH SIDELITE BASE M.9053 -T5 HATH PJC SUBSTRATE (F5 1650p) ENDURA F S9NOTUSEDabK 10 ENDURE 4 3/8" FATBOY MULLION PINEWOOD ENDURE 11 WEATHERSTHINGER Q-LON 850 FOAM SILICONE, PE FILM Q-LON 12 4" X 4` BUTT HINGE STEEL 13 ENDURE DOOR BOTTOM SWEEP RIGID PVC CO -EX ENDURE 14 CORNER PAD NOT SH FOAM SILICONE, PE FILM pp 015 ODL HURRICANE ALUMINUM LIGHT FRAME SYSTEM SEE COMPONENTS SHEET ODL Q m 16 SMC 14P SKIN (BOTTOM RAIL -EXTERIOR) FIBERGLASS SKIN •F MIN. = 11,000 PSI NAN YA 3 17 25/32" REINFORCEMENT WOOD -A W4IRE PINE 0G=9.40 3 18 SMC 14P SKIN (BOTTOM RAIL -INTERIOR) FIBERGLASS SKIN •F 00MIN. = 11,0 PSI NAN YA i 19 17/8- REINFORCEMENT WOOD- C WHITE PINE •G=0.40 — 20 211/32"REINFORCEMENT WOOD -D WHITE PINE OF 20" LOCK STILE G=0.40 21 ENDURE HURRICANE ASTRAGAL • ALUMINUM 6083-T6 ENDURA 22 FOAM PHENOLIC PHONOLIC FOAM i23SMC14PSKIN (TOP RAIL -EXTERIOR) FIBERGLASS SIGN •F MIN. = 11,000 PSI NAN YA i y o24SMC16PSKIN (TOP RAIL -INTERIOR) FIBERGLASS SKIN -Ey MIN. = 11,000 PSI NAN VA- t 25 SMC SOOP SKIN FIBERGLASS SKIN F MIN. = 11,000 PSI NAN YA i m' Y28 ® SHOOT BOLT HEAD STRIKE PLATE STEEL ENDURE a27SMC14PSKIN (STILE -EXTERIOR) FIBERGLASS SKIN •F MIN. = 11 000 PSINAN YA 028 ASTRAGAL SNAP COVER ALUMINUM 8083 -TB •FX MIN. 1t000 PSI ENDURE aa 29 SMC 14P SKIN (STILE -INTERIOR) FIBERGLASS SKIN F MIN. = 11,000 PSI NAN YA i 30 #10X3" PHILLIPS SQUARE DRIVE SCREWS STEEL _! gp` 31 #10 X 2 12' PHILLIPS FLAT HEAD STEEL — 32 #10X2" PHILLIPS FLAT HEAD STEEL tx 33 1 #10X 1 12" PHILLIPS FLAT HEAD STEEL R~ J. A—mm, P.E. 34 #8Xill PHILLIPS FLAT HEAD STEEL _ FL P E N., 49]52 35 o 014 V•VOOD SCREW INSTALLATION ANCHOR STEEL ajpME$ ; as 36 • 114" TWADVANCED THREADFORM TAPCON SCREW INSTALLATION ANCHOR STEEL 17VJ 0$ 0-19G37m1" OVERALL I.G.U. CONSISTING M.O 1/8" TEMPERED GLASS.0.550" CARDINAL XL EDGE GLASS CARDINAL SPACER, i/8` ANNEALED GLASSN.090" SAFLEX PVB INTERLAYER BY EASTMAN CHEMICAL COMPANY(MA H/8"ANNEALED GLASS BYCARDINAL No 49752 :AO 38 • #10 WOOD SCREW INSTALLATION ANCHOR STEEL ST;,IE39SMCI4PSKIN(SIDELITE STILE -EXTERIOR) FIBERGLASSSKIN • F MIN. =11,000 PSI NAN VA T'•.•" P 40 SMC I4P SKIN(SIDELITE STILE -INTERIOR) FIBERGLASS SKIN •F MIN. =11,000 PSI NAN YA 2 yfSS AD41KWIKSETLATCHBOLT/KNOB KWIKSET ENO xJ, 42 1 KWIKSET DEADBOLT KWIKSET 43 KVMAKSEf STRIKE PLATE KWIKSET 44 o SHOOT BOLT 1/4" DIA (ENDURA ASTRAGAL) ASS 11010 ENDURA 1S BOLT COVER PVC ENDURA Q46 XL EDGE SPACER — CARDINAL y^!I/y..lsi.!!,•yai 47 3/16" ITW ADVANCED THREADFORM TAPCON SCREW INSTALLATION ANCHOR bittL I 48 3/16" x 2-1? ITW ADVANCED THREADFORM TAPCON CONCRETE SCREW STEEL ITW1z_ 049 #10X 2 12- PHILLIPS FLATHEAD STEEL Oar14 MIAMICOUNTY MI® PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175.2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 P (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) _wmv.miamidade.eov/economy Wayne Dalton a Div. of Overhead Door Corporation 3395 Addison Drive Pensacola, FL 32514 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Code 2350 Insulated Steel Sectional Garage Door up to 18'-2" Wide x 8'-0" High with Optional Impact Resistant Glazing APPROVAL DOCUMENT: Drawing No. 353188, titled "Windload Specification Option Code 2350", sheets 1 through 7 of 7, dated 04/09/2014, prepared by Overhead Door Corporation, signed and seated by Mark A. Sawicki, P.E. on 01/07/2016, bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, manufacturing addresses in Pensacola, FL or Mt. Hope, OH, model number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. LIMITATION: This door has not been tested for air infiltration. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. , TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Miscue of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. - INSPECTION: A copy of this entire NOA 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 NOA revises NOA N 14-0204.09 and consists of this page 1 and evidence pages E -I and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. MIAM4DADE COUNTYNOA No. 16-0119.07lAavExpirationDate: November 27, 2019 L_ - Approval Date: May 19, 2016 05110 0110 Page 1 Wayne Dalton a Div. of Overhead Door Cornoration NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 353188, titled "Windload Specification Option Code 2350", sheets 1 through 7 of 7, dated 04/09/2014, prepared by Overhead Door Corporation, signed and sealed by Mark A. Sawicki, P.E. on 01/07/2016. B. TESTS Submitted under NOA 014-0204.09" 1. Addendum letter to Architectural Testing's test report # C9364,01,801-18, dated 07/07/2014, signed and sealed by Vinu J. Abraham, P.E. 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, per FBC, TAS 202-94 5) Tensile Test per ASTM E8 along with marked -up drawings and installation diagram of Series 8300, Option Code 2253 (2350), 18'2"x 8', Sectional Garage Doors, prepared by Architectural Testing, Inc., Test Report No. C9364.01-801-18, dated 10/02/2013, signed and sealed by Vinu J. Abraham, P.E. 3. Test report on Salt Fog Spray per ASTM B 117 prepared by Environmental Testing Laboratory, Inc., Test Report No. 12732, dated 06/22/2013, signed by Brady Richard. C. CALCULATIONS "Submitted under NOA # 14-0204.09" 1. Structural and anchor calculations prepared by Overhead Door Corporation, dated 06/26/2014, signed and sealed by Mark A. Sawicki, P.E. 2. Structural and anchor calculations prepared by Overhead Door Corporation, dated 01/28/2014, signed and sealed by Mark A. Sawicki, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E-1 Carlos M. Utrera, P.E. Product Control Examiner NOA No. 16-0119.07 Expiration Date: November 27, 2019 Approval Date: May 19, 2016 I.I. IMPACT RESISTANT GLAZING OPTION - IMPACT RESISTANT 15 CA STIFFENED JAMB - GLAZING SYSTEM MAY BE INSTALLED IN TOP OR INTERMEDIATE 13 GA ?IORIZ ANGLE SECTION (PATH OR WITHOUT DECORATIVE INSERTS). GLAZING QUANTITY, LOCATION, THE SHALL BE 1/4" POLYCARBONATE. MAXIMUM GLAZING AND BRACKET DIMENSIONS SHALL BE 14" x 46" CUTOUT, FASTENED WATH A 13 GA FLAG ANGLE y y ALONG THE VERTICAL. THE MINIMUM BITE SHALL BE .375". SEE DETAIL J ON SHEET 4 FOR ASSEMBLY DETAILS. ncnocCo•1 TnpvJh C m o " 5oDvy- 0 (D m 6 EA y 2. VINYL OR WOOD DOOR STOP NAILED A MAXIMUM OF 6" OC. A cvR N p° n N HT1 fj. C+. .N•. .-. HHy 7/16'• TO MEET NEGATIVE PRESSURES. o a o o fl o o tt 3, KEY LDCK, SLIDE LOCKS, OR OPERATOR REQUIRED. AN fe n'[ror)b p a ^ 0' p z THE AREA OF EACH LOUVER DOES NOT EXCEED 60 IN'. DOOR m 4 va0i• 0'- 2.'a a r 52-1/2" (JO -US), 63-1/4" (JB -US) a, IO - H a M l I M G Al cr F+ F {7 yyaC.a A PRIME COAT WTH A MINIMUM YIELD STRENGTH OF 46.8 KSI 1/4-206/16" TRACK b ° O r\ b n BE MINIMUM I-5/16'•. NUT AT EACH JB -US JAMB BRACKET LOCATION 6. A 4-1/2' z 6" x 22 GA BACKER PLATE IS TO BE LOCATED y qbyPNO O O r O 1•+` p•7i 7. THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS N CLCP^O0 ia a N 0, m W+ RECORD FOR THE BUILDING OR STRUCTURE AND IN O q pw at yoyOuv 0) p m t -AQ E Az C'1 lJ am .04 R A 'qye•r R. N bPT' y O T+ lD 0 OdT/1 y CL y 0" y p N O O O\ O N> m N Z m P cao 00 S0 as oLn o° r a iz 0 0 m n `< a. W 0 CD P. No oPor Cam a° m ee ELz y 4a ? b a om b ItoEli 2 r" °y H > c N C7 9mA t-ji a 0 t°to bN a I.I. IMPACT RESISTANT GLAZING OPTION - IMPACT RESISTANT 15 CA STIFFENED JAMB - GLAZING SYSTEM MAY BE INSTALLED IN TOP OR INTERMEDIATE 13 GA ?IORIZ ANGLE SECTION (PATH OR WITHOUT DECORATIVE INSERTS). GLAZING QUANTITY, LOCATION, THE SHALL BE 1/4" POLYCARBONATE. MAXIMUM GLAZING AND BRACKET DIMENSIONS SHALL BE 14" x 46" CUTOUT, FASTENED WATH A 13 GA FLAG ANGLE MINIMUM N8 X 1" SMS: 3X ALONG THE HORIZONTAL AND 3X LOCK BOTH ENDS NOT REQUIRED WITH ALONG THE VERTICAL. THE MINIMUM BITE SHALL BE .375". SEE DETAIL J ON SHEET 4 FOR ASSEMBLY DETAILS. 16 GA MIN HORIZ WIND SPEED (+/-14.40 PSF). POST SYSTEM SHALL BE TRACK 2. VINYL OR WOOD DOOR STOP NAILED A MAXIMUM OF 6" OC. SHOWN FOR CLARITY MUST OVERLAP TOP AND BOTH ENDS OF PANELS MINIMUM 5/16x1-5/8" 7/16'• TO MEET NEGATIVE PRESSURES. LAG SCREW (MIN 3 TJNCR I2813CI' AS SHOWN) 3, KEY LDCK, SLIDE LOCKS, OR OPERATOR REQUIRED. 4) 1/4-20.9/16" LARGE 4. LOUVER OPTION - LOUVERS MAY BE INSTALLED IN DOOR IF HEAD TRACK BOLTS OR 1/A-20 STUDS WITH THE AREA OF EACH LOUVER DOES NOT EXCEED 60 IN'. DOOR 1/4-20 HEX NUTS VENTS LARGER THAN 60 IN' MUST BE TESTED FOR IMPACT. 52-1/2" (JO -US), 63-1/4" (JB -US) 15 GA MIN VERT 5. POLYURETHANE FOAM SHALL BE SANDWICHED BETWEEN FACER STEEL HAVING A MINIMUM 26 CA THICKNESS G-40 NTH TRACK PRIME COAT WTH A MINIMUM YIELD STRENGTH OF 46.8 KSI 1/4-206/16" TRACKANDBACKERSTEELHAVINGAMINIMUM29GATHICKNESS G-40 WITH PRIME COAT. OVERALL SECTION THICKNESS SHALL BOLT AND 1/4-20 HEX BE MINIMUM I-5/16'•. NUT AT EACH JB -US JAMB BRACKET LOCATION 6. A 4-1/2' z 6" x 22 GA BACKER PLATE IS TO BE LOCATED AT EVERY INTERMEDIATE AND OUTER END HINGE LOCATION. 5/161-5/8' LAG 7. THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SCREW AT EACH SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL. OF JAMB BRACKET RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. 9. DOOR JAMB TO BE MINIMUM 246 STRUCTURAL GRADE SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE MAX MAX UNIFORM POINT LOAD AT HEADER AN DOOR DOOR LOADEACH SLAB AT EACH POST WIDTH HEIGHT JAMB PLF LOCATION (LOS) 17-2" Y-0' +123.6/-123.6 +1261.9/-1426.5 8•-0' +123.6/-123.6 +1436.0/-1623.3 18--2 7'-0, +130.8/-130.8 +1422.5/-1608.0 8'-0" +130.B/-130.8 +1618.7/-1829.8 JAMB BRACKET SCHEDULE 15 CA STIFFENED JAMB - 9. FOR LOW HEAD ROOM UFT CONDITIONS, TOP BRACKET BRACKETS SEESCHEDULE FOR SHALL BE A 13 GA LHR 7/4 TOP BRACKET WITH A MINIMUM QUANTITY, LOCATION, THEOF (3) 1/4-14x7/8' SELF DRILLING CRIMPTITE SCREWS IN LIEUOF SHOWN ON THIS DRAWING U -BAR ON TOP AND BRACKET SECTION SHALL BE INSTALLED ON TOP OF LHR TOP BRACKETS- KEY LOCK OR SLIDE 10. DOOR WITHOUT POST SYSTEM HAS BEEN TESTED TO LOCK BOTH ENDS NOT REQUIRED WITH WITHSTAND DESIGN PRESSURES CORRESPONDING TO A 75 MPH OPERATOR -SEE WIND SPEED (+/-14.40 PSF). POST SYSTEM SHALL BE NOTE 3). SLIDE LOCK INSTALLED WHEN WIND SPEEDS ARE EXPECTED TO EXCEED 75 MPH. SHOWN FOR CLARITY pQ•CEfV NOTE: (4) SECTION SOLID TJNCR I2813CI' DOOR SHOWN. SEE NOTES I THIS SHEET FOR GLAZING 9. T r•2'/6 . ¢ _ OPTION. 9'•, STATE OF :1M 7 JB -US), 29-3/4" (JB -US), 42" (JO -US), SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE MAX MAX UNIFORM POINT LOAD AT HEADER AN DOOR DOOR LOADEACH SLAB AT EACH POST WIDTH HEIGHT JAMB PLF LOCATION (LOS) 17-2" Y-0' +123.6/-123.6 +1261.9/-1426.5 8•-0' +123.6/-123.6 +1436.0/-1623.3 18--2 7'-0, +130.8/-130.8 +1422.5/-1608.0 8'-0" +130.B/-130.8 +1618.7/-1829.8 JAMB BRACKET SCHEDULE DOOR NO. OF NO. OF JAMBBRACKETS LOCATION OF CENTERLINE OF JAMB BRACKETS MEASURED FROM BOTTOM HEIGHT SECTIONS EACH JAMB) OF TRACK (ALL DIMENSIONS 3 2") 2" (JB -US), 10" (JB -US). 21-3/4'• 6'-6" 4 7 JB -US), 29-3/4' (JB -US), 39" (JB -US), 48" (JB -US), 57-1/4" (JB -US) 2" (J8 -US), 10' (JB -US), 21-3/4- 7'-0' 4 7 JB -US), 29-3/4" (JB -US), 42" (JO -US), 52-1/2" (JO -US), 63-1/4" (JB -US) 2' (JB -US), 10" (JB -US), I8-3/4" (JB -US), 7'-6" 4 OR 5 8 26-3/4' (JB -US), 36" (JB -US), 45" (JB -US), 54-1/4" (JB -US), 74-1/2" (J8 -US) 2' (JB -US), 10° (JB -US), 21-3/4' (JB -US), 8 2g-3/4" (JB -US), 39 (JB -US), 48" (JB -US), 57-1/2- JB -US, 75-1/2" JO -US) 110E: - JB -US) FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK WITH 1/4-20x9/16" TRACK BOLT AND NUT AS SHOWN ABOVE. 1110gKT Mv1A6o s i tibrlvlY lMykf 9 WINDLDAD SYF.C-ATIQN OPTION CODE 2350 2) 12. CA COMMERCIAL 'L' FRAME TOP BRACKETS ATTACHED WITH (4) 12 CA EXTENSION BRACKET — N0. 2 HALF HINGE — 1/4-20x7/8' SELF DRILLING SCREWS ATTACHED WITH (3) 1/4-14x7/8' / ALIGN BOTTOM OF /' ; POST 2 THROUGH U -BAR AND TOP SELF DRIWNG CRIMPTITE SCREWS \ HINGE WITH TOP BRACKET) (2 THROUGH STRUT AND BRACKET) OF THE U -BAR M F/ 14 GA BOTTOM BRACKET HITCH PINATTACHEDWTH (2) (4) 1/4-14x7/8' IN 13 CA ROLLER SLIDE ATTACIIED 1/4-14x7/8SELF DRILLING ( SELF DRIWNG STRAP TO BRACKET WITH 5/16-18 BOLT CRIMPTITE SCREWS THROUGHCRIMPTITE NUT IN THE CENTER SLOT U -BAR AND 80TTOM BRACKET X SCREWS (2) AND 1) 1/4-14x5/8' SELF THIRD GH U -BA DRILLING TAMPER RESISTANT _ / AND HALF HINGE ADD (2) 1/4-14x7/8'\—'' SCREW - SELF DRILLING CRIMPTITE SCREWS DETAIL A ` (2) 5/16-12x1• INSIDE OF EACH INSIDE END HINGE DETAIL SELF DRILLING TOP PLATE SCREWS W/ 5/16 2" STEEL ROLLER MATH 9" GRADE HEADER y- EXTENSION FLAT WASHERS / 1/2-13x3- 1144 OR EQUIVALENT STEM \ HEADER LOCK / / TOP LOCK BOTTOM BRACKE HEX BOLT BRACKET PLATE 1/2-13 DRILLING SCREWS ELF HEX NUT QE_TAIL G 2) 14 CA WIDE BODY END HINGES EACH ATTACHED WITH I — 4) 1/4-14x7/8' SELF DRILLING CRIMPTITE SCREWS- DETNL.B ( 4) 5/1 5/8- / LAG SCREWS 5/16-12x1" 2500 P51 MIN 5/16-18x2-1/2"(LUNG CONCRETE o HEX BOLT & NUT NNER POST 14 Gq WDE BODY . "-- INTERMEDIATE HINGE O" ATTACHED WITH (4) PALE 8' X 8' JSLAB1/4-14x7/8' SELF DRILLING TURNDOWBMINCRIMPTITESCREWS / " (4) 1/4-14x7/8" AT EDGEEDGE 14 GA CENTER HIN /' SELF DRILLING \ DISTANCE / DETAIL CRIMPTITE SCREWS HITCH PIN I 4)ELF1 DOOR CRIMPADDE Mill A POSTHITRANGESP NSF•.•}.' aT yGE Nr, 72B13 = W. G ({,, ^ SDRIRILLI I /I FLATVATHWASH( 9'•. STAYC OF F .[080 J` NAI p O• 1 A v SHEET SHEET 1 • 16 GA DOUBLE F SHEET 3 END STILE SHEET TYP J• PP G E N3F Qf'. 7613_.* nloolrrAavma EfI( pe IIlti pbllellh As.w w 4JFTAOF .:¢• NAi1n G SHEET /.. SHEET rz urts p a. lu.. 5 Pl xo. 2) 12. CA COMMERCIAL 'L' FRAME TOP BRACKETS ATTACHED WITH (4) 12 CA EXTENSION BRACKET — N0. 2 HALF HINGE — 1/4-20x7/8' SELF DRILLING SCREWS ATTACHED WITH (3) 1/4-14x7/8' / ALIGN BOTTOM OF /' ; POST 2 THROUGH U -BAR AND TOP SELF DRIWNG CRIMPTITE SCREWS \ HINGE WITH TOP BRACKET) (2 THROUGH STRUT AND BRACKET) OF THE U -BAR M F/ 14 GA BOTTOM BRACKET HITCH PINATTACHEDWTH (2) (4) 1/4-14x7/8' IN 13 CA ROLLER SLIDE ATTACIIED 1/4-14x7/8SELF DRILLING ( SELF DRIWNG STRAP TO BRACKET WITH 5/16-18 BOLT CRIMPTITE SCREWS THROUGHCRIMPTITE NUT IN THE CENTER SLOT U -BAR AND 80TTOM BRACKET X SCREWS (2) AND 1) 1/4-14x5/8' SELF THIRD GH U -BA DRILLING TAMPER RESISTANT _ / AND HALF HINGE ADD (2) 1/4-14x7/8'\—'' SCREW - SELF DRILLING CRIMPTITE SCREWS DETAIL A ` (2) 5/16-12x1• INSIDE OF EACH INSIDE END HINGE DETAIL SELF DRILLING TOP PLATE SCREWS W/ 5/16 2" STEEL ROLLER MATH 9" GRADE HEADER y- EXTENSION FLAT WASHERS / 1/2-13x3- 1144 OR EQUIVALENT STEM \ HEADER LOCK / / TOP LOCK BOTTOM BRACKE HEX BOLT BRACKET PLATE 1/2-13 DRILLING SCREWS ELF HEX NUT QE_TAIL G 2) 14 CA WIDE BODY END HINGES EACH ATTACHED WITH I — 4) 1/4-14x7/8' SELF DRILLING CRIMPTITE SCREWS- DETNL.B ( 4) 5/1 5/8- / LAG SCREWS 5/16-12x1" 2500 P51 MIN 5/16-18x2-1/2"(LUNG CONCRETE o HEX BOLT & NUT NNER POST 14 Gq WDE BODY . "-- INTERMEDIATE HINGE O" ATTACHED WITH (4) PALE 8' X 8' JSLAB1/4-14x7/8' SELF DRILLING TURNDOWBMINCRIMPTITESCREWS / " (4) 1/4-14x7/8" AT EDGEEDGE 14 GA CENTER HIN /' SELF DRILLING \ DISTANCE / DETAIL CRIMPTITE SCREWS HITCH PIN I Way R001RTMVIimmgI84wYb14Mx w h rti WTNDLOAD SPECIFICATION 0P110N CODE 2350 0 4)ELF1SCRIMPADDE Mill A POSTHITRANGESP NSF•.•}.' aT yGE Nr, 72B13 = W. G ({,, ^ SDRIRILLI I /I FLATVATHWASH( 9'•. STAYC OF F .[080 J` NAI p O• Av Way R001RTMVIimmgI84wYb14Mx w h rti WTNDLOAD SPECIFICATION 0P110N CODE 2350 0 HINCE & BACKER PLATE LOCATIONS 17' TO 18'2" 17' TO 18'2" P`,P, TOE NSF•'¢'., j: ' SIATC OF SOtL"TORt P'p\2` I \ T-5 6063 ALUMINUM INTERIOR FRAME T-5 6063 ALUMINUM I OMM.TR6VIfFD FRAME ; MmM14..rnmW l7 6HEE TMETAL SCREW 1/4" POLYCARBONATE DETAIL , m2.,mAmo2+mrt»op mR,m/msisn ea; m /nus WINOLOAD SPCCI`CAnoN OPTION CODE 2350 }s3186 xu. 00 O ol__ rl0 0 TOP LOCK PLATE L y 1020 CO G-60 H.D.G. moi,.- HALF HINGE HOT DIPPED CALVAN17FD STER TOP XEPLATEEXTENSION1020COEE 1 H I TCH PIN1020HCO0-6 H D G z O HEADER LOCK BRACKET LQ21CQ5,-69J.QS>. O ry J_ u BOTTOM LOCK PLATE 1020 CO G-60 H.O.G. on w, J Rt000LT 11lvl>® AoriYmlryya6lY POST SYSTEM 1 J CO MPONENT DETAILS DCN STRAP K"A"Sq.,• 1020 CQ G-60 HELLO. pP AGE NS•,/C 6063 T-5 ALUMINUM INNER POST D•: SIATL OF c p•r2: F'•OHIR• `A\`` 8083 T-8 U OUTER POST 1 u11'"NnnALUMINUM w.aosnwm .0 .rnc s -o- u,m 1 . uu xrnw x.wn. Nanus.smi.s n ma+on mn nnxmn.sun.sz9 nh. an.. xr o. SS ONA Et O• N N NN s s 353188WINDLOADSPECIFICATIONOPDOMCODE2350m. 5) SECTION DOORS WITH HEADER 1. 9) 3" 18 CA 80 KSI U - BARS TO SECUF LOCATED AS SHOWN HD SCREW ANCHOR TO MINIMUM 2000 PSI POST FOR EC N DOORS TH- SECTIOWITH GROUT FILLED CMU" BO KSI U -BARSS18 124 24 LOCATED AS SHOWN WASHERS. 3STRUCNRE CORROSIO C.S. 7 ALL U -BARS SHALL BE ATTACHED WITH (2) 1/4-14x7/8" SELF DRILLING CRIMPTITE SCREWS AT EACH HINGE LOCATION AND BETWEEN ALL END HINGES AND INTERMEDIATE HINGES, A MINIMUM OF (22) FASTENERS ARE TO BE USED. HALF HINT BOTTOM C STORAGE POST SYSTEM STORAGE yQTE; POST SYSTEM SHALL BE STORED IN A CONVENIENT LOCATION AS CLOSE TO GARAGE DOOR AS POSSIBLE. 11 i ISA vi V& STATIG OF MAX SPACING OF ANCHORS/SCREWS PER JAMB (IN) 3/8' SIMPSON TITEN 3/8' SIMPSON TITEN a' HD SCREW ANCHOR TO MINIMUM 2000 PSI HD SCREW ANCHOR TO MINIMUM 2000 PSI 3/8' X 3" LONGLAGSCREW!2 CONCRETE"' GROUT FILLED CMU" 24 124 24 1. BASED ON 3/8' SIMPSON TITEN HEAVY DUTY SCREW ANCHOR WITH A 1" O.D. WASHER INTO CONCRETE WITH A MINIMUM EMBEDMENT DEPTH OF 2-3/4" AND A MINIMUM EDGE DISTANCE OF 2-3/4". 2. BASED ON 3/8' SIMPSON TITEN HEAVY DUTY SCREW ANCHOR WITH A 1' O.D. WASHER INTO GROUT FILLED CMU WITH A MINIMUM EMBEDMENT DEPTH OF 2-3/4". A MINIMUM EDGE DISTANCE OF 4", AND A MINIMUM ENO DISTANCE OF 4". CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 AND GROUT SHALL CONFORM TO ASTM C476. 3. BASED ON 3/8" DIAMETER x 3' LONG LAG SCREWS WITH 1" O.D. WASHERS WITH A 1-9/32" THREAD PENETRATION INTO SEASONED DRY WO00 SUPPORTING STRUCTURE. 4. PROWDE QUANTITY OF SCREW ANCHORS OR LAG SCREWS AS REOUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) SCREW ANCHORS OR LAG SCREWS PER JAMB. SCREW ANCHORS OR LAG SCREWS AT TOP AND BOTTOM OF JAMB SHALL BE ,PLACED A MAXIMUM OF 6' FROM THE ENO OF THE JAMB. S. LOAD PER JAMB CALCULATED TO RE A MAXIMUM OF 130.8/-130.8 LBS PER FOOT. 6. CHART INCLUDES A SAFETY FACTOR OF 4. 7. DOOR JAMB TO BE MINIMUM 2,6 NO. 3 SOUTHERN PINE LUMBER MIN) MOUNTED DIRECTLY TO SUPPORT STRUCTURE. B. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESICNED FOR THE LOADS LISTED IN NOTE 5. 9. SCREW ANCHORS OR LAG SCREWS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. AOOOCT 6VISDIrr4wr rWMr I7 r N WINDLOAO SPECIFICATION OPTION COOL 2350 MINIMUM 2x6 #3 ¢ HEADER LOCK MINIMUM 2x6#rT ¢ HEADER LOCK SOUTHERN PINE BRACKET SOUTHERN PINE BRACKET LUMBER. LUMBER. SIMPSON TITEN MD SCREW (4) 3/8" SIMPSON TITEN HD SCREW ANCHOR WITH A 1-1/4' 0.0, WASHER AMC OR WITH A 1-1/4" O.D. WASHER AND A MINIMUM EMBEDMENT DEPTH OF AND A MINIMUM EMBEDMENT DEPTH OF 2-3/4" AND A MINIMUM EDGE 2-3/4" AND A MINIMUM EDGE DISTANCE OF 2-3/4'. 'DISTANCE OF 4'. IL MININN 000 PS GROUT FlLLEO CMUMINIMLM2000PSCONCRETE .7 MINIMUM 2,6 #3 ¢ HEADER LOCK SOUTHERN PINE BRACKET LUMBER, a' a' 4) 3/8" DIA. x 3" LONG LAG SCREWS WITH 1-1/4' O.D. DETAIL WOOD SUPPORT WASHERS. 3 STRUCNRE WNDLOAO SPECIFICA110N OPTION CWE 2350 MIAMI t - MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD ANS CODE ADMINISTRATION DIVISION Miami. Florida 33175-2474 T (786) 315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadc.eov/economy Ito Industries Ltd. 40 Hansen Rd. S. Brampton, Ontario CANADA L6W3H4 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Leading Edge Plus Starter Strip LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA, Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA 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 NOA renews and revises NOA No. 11-0318.02 and consists of pages 1 through 3. The submitted documentation was reviewed by Gaspar J Rodriguez. NOA: 15-0721.02 MIAM OADECOUNTY Expiration Date: 05/12/21 Approval Date: 04/07/16 Page 1 of 3 ROOFING ASSEMBLY APPROVAL Cateeorv: Roofing Sub-Cateeorv: Asphalt Shingles Materials: Asphalt Deck Type: Wood SCOPE This approves a roofing component, Leading Edge Plus Starter Strip manufactured by IKO Industries Ltd. as described in Section 2 of his Notice of Acceptance, designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. PRODUCT DESCRIPTION Product Dimensions Leading Edge Plus 7 %" x 40 Starter Strip MANUFACTURING LOCATION 1. Brampton, Ontario 2. Hawkesbury, Ontario EVIDENCE SUBMITTED Test Aeenev PRI Construction Materials Inc. FM Approvals FM Approvals FM Approvals PRI Construction Materials Technologies LIMITATIONS Test Soecifications Product Description TAS 110 A heavy weight, fiberglass reinforced mono- layer shingle strip. Test Identifier Test Name/Report Date IKO-051-02-01 TAS 100 12/22/09 3041689 ASTM D 3462 02/23/11 3040947 ASTM D 3161 (TAS -107) 02/08/11 3010968 ASTM E 108 01/15/02 IKO-140-02-01 ASTM D 3462 06/22/15 I. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Shall not be installed on roof mean heights in excess of 33 ft. 3. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA: 15-0721.02 Expiration Date: 05/12/21 Approval Date: 04/07/16 Page 2 of 3 INSTALLATION 1. Starter Strip Shingles shall be installed in compliance with Roofing Application Standard RAS 115. 2. The manufacturer shall provide clearly written application instructions. LABELING 1. Shingles shall be labeled with the Miami -Dade Seal as seen below, or the wording "Miami -Dade County Product Control Approved". BUILDING PERMIT REQUIREMENTS 1. Application for building permit shall be accompanied by copies ofthe following: LI This Notice of Acceptance. 1.2 Any other documents required by the Building Official or the applicable code in order to properly evaluate the installation of this system. DETAIL A LEADING EDGE PLUS STARTER STRIP ALL DIMENSIONS INDICATED A INCHES) END OF THIS ACCEPTANCE NOA: 15-0721.02 MIAMFDADECOUNTY Expiration Date: 05/12/21 Approval Date: 04/07/16 Page 3 of 3