The URL can be used to link to this page

106 Garden CtAPR o 7 2016 CITY OF SANFORD RiV .C'1''•''1 — BUILDING & FIRE PREVENTION D PERMIT APPLICATION 1 Application No: I (D- I M t Documented Construction Value: $ A OCX " Job Address: 1 oG G Historic District: Yes No.91 Parcel ID: '33 0 3o So i a= oogo Residential N Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: ND - A _ Teg-to>, ALTEt2ATlotvS Plan Review Contact Person: Aa nL cI T Title: Phone:0-1'SY1 1Qyy Fax: Email: AALU_--ATGfaC. COMA 1—.0 AProperty Owner Information Name A &" c x Phone: 1!O1 'SN 19 Street: 106 !gAiL' 'L- 1J ,-T Resident of property? : Y_ City, State Zip: 3Z71 i Contractor Information Name % hu*p Lcst - cT S Lr Phone: Street: Fax: City, State Zip: State License No.: p Architect/ Engineer Information Name: ' t t w1 1" alu 1 Phone: 366 S3Z RC X:pStreet: 1060 E . _'TJQ DU S-T R_% NL_ QrK_ . SUITE U,) Fax: City, St, Zip: O1ZnNGtti. GIi ti 27 (S 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: 516 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 3/51/6 Sig of Owner gent Date Ame -4J At- w -T Print Owner/A2enl's Name i Florida Date DENNIS L HADD t MY COMMISSION #FF100813 EXPIRES March 12, 2018 407) 398-0153 6rldallotaryService. ner Qen is ersona comto Me or Produced ID Type of ID I—Ae ontractor/Agent Date Print ntractor/Agent's Name / — 20' AgAn DENNIS L HADD MY COMMISSION #FF100813 EXPIRES March 12, 2018 407)398-0153 Produced ID Type of ID to Me or S BELOW IS FOR OFFICE USE ONLY Permits Required: Building Ef Electrical Mechanical Plumbing Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING I UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: tr' COMMENTS: CL h) maUL YI o8 % Cal1'yrt C as descn- a I A r )% V OL (Kini v o- 2 v ic es Coae. Revised: June 30, 2015 ( (e,S Permit Application CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION 300 N. PARK AVENUE SANFORD,f FLORIDA 32772 PHONE: 407.688.5150 FAx: 407.688.5152 PLAN REVIEW COMMENTS Application Number: 10-1076 Date: April 19, 2016 Contact Person: Contact Fax Number: Contact E-mail Address: AAlbertCGC(-,gmail.com Project Description: Residential Alterations Job Address: 106 Garden Ct The following is a list of the areas of the submitted plans that contained violations of the codes adopted by the City of Sanford and enforced by the Building Division. The violations noted must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal. Changes to construction documents that require an Architect or Engineer's seal must be submitted with the appropriate seal. Provide two copies of affected plan sheets and/or supplemental information as requested. COMMENTS: 1. Please submit two copies of an HVAC duct layout for the new rooms FBC 107 Any error or omission in this plan review shall not be construed to grant approval of any violation of any oftheadoptedcodesormunicipalordinancesofthisjurisdiction. Please direct any questions you may have to Steve Morey at 407-688-5065 or by E-mail atsteve.fioreY(a)sanfordflov . Respectfully, Steve Fiorey Residential Plans Examiner r agts PPRAISER scw+acaouvrr. Wawa Parcel Information Property Record Card Parcel: 33-19-30.504-0000-0040 Owner. ALBERT AARON B & KALEIGH Property Address: 106 GARDEN CT SANFORD, FL 32771 Parcel 33-1930-504-00004)040 Owner ALBERT AARON B d KALEIGH Property Address 106 GARDEN CT SANFORD. FL 32771 Mailing 106 GARDEN CT SANFORD. FL 32771 Subdivision Name UPPLAND PARK Tax District S7-SANFORD DOR Use Code 01-SINGLE FAMILY Exemptions 167.71 75 1 0 rn t 9 ' C,4 N 5 `• A°`JV Z--- ' oo 0 fminole County GIS.• Legal Description LOT 4 UPPLAND PARK PB 20 PG 5 Taxes Value Summary 2016 Working Values 2015 Ced&-d Values Valuation Method Cost/Market CosUMarket Number of Buildings 1 1 Depredated Bldg Value 106,872 103.666 Depredated EXFT Value aw 5800 Land Value (Market) 32,000 4128,0W Land Value Ag Just/Market Value " 139,672 132,466 Portability Adj Save Our Homes Adj 0 1$34.765 Amendment 1 Adj s0 P&G Adj s0 SO Assessed Value 1$139.672 1$97,700 Tax Amount without SOH: $1,874.52 2015 Tax Bill Amount $1,166.98 Tax Estimator Save Our Homes Savings: $707.54 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund Schools 139,672 139,672 s0 1 SO 139,672 139,672 City Sanford _ 139,672 0 139,672 SJWM(Saint Johns Water Management) 139,672 s0 139,672 County Bonds 139,672 0 139,672 Sales Description Date Book Page Amount Qualified Vacnmp OUIT CLAIM DEED 12/1/2015 1 08610 0798 100 No Improved SPECIAL WARRANTY DEED 101712009 107318 1803 3103,000 No Improved CERTIFICATE OF TITLE 411/2009 07171 1329 s100 No Improved OUIT CLAIM DEED 12/1/Y006 06540 0456 66,000 No Improved WARRANTY DEED 1211/2005 06062 0024 215,000 Yes Improved WARRANTY DEED 5f1/2004 05319 0392 154,000 Yes Improved WARRANTY DEED 41112002 04399 0058 124,ODD Yes Improved WARRANTY DEED 9/1/1993 02646 10311 75,0DD Yes Improved WARRANTY DEED 111111977 01151 0478 I $34.000 Yes I Improved Find Comparable Sales Land Method Frontage I Depth Units Units Price Land Value LOT I 0.001 0.001 11 $32.000.00 I 532,000 http://parceldetail.scpafl.org/ParcelDetailInfo.aspx?PID=33193050400000040 4/7/ m OWNER BUILDER STATEMENT/AFFIDAVIT Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Florida Statutes are quoted here in part for your information to indicate the authority for exemptions for homeowners from qualifying as contractors and to express any applicable restrictions and responsibilities. OWNERS MUST PERSONALLY APPEAR AT THE BUILDING DIVISION TO SIGN THIS DOCUMENT BY SIGNING THIS STATEMENT, I ATTEST THAT: (Initial to the left of each statement) I understand that state law requires construction to be done by a licensed contractor and have applied for 14\ an owner -builder permit under an exemption from the law. The exemption specifies that 1, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. I understand that, as an owner -builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that a contractor is required by law to be I ` licensed in Florida and to list his or her license numbers on all permit and contracts. 1 understand that I may build or improve a one -family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my own use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within in 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates this exemption. I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. I understand that I may not hire an unlicensed individual person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the licenses required by law and by city ordinance. I understand that it is a frequent practice of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed his herpersonoror employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. I understand that I may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on my building who Is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers' compensation for the employee. I understand that my failure to follow these laws may subject me to serious financial risk. Rev. 9.14.2009 I agree that, as the party legally and financially responsible for this proposed construction activity, I will abide by all applicable laws and requirements that govern owner -builders as well as employers. I also understand that the construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. n l7 I am of aware of construction practices and I have access to the Florida Building Codes. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, the Florida Department of Financial n Services, and the Florida Department of Revenue. I also understand that I may contact the Florida Construction Industry Licensing Board at 1-850487-1395 or at www.myflorida.com/dbpr/pro/cilb/ for more information about licensed contractors. I am aware of, and consent to, an owner -builder building permit applied for in my name and understand that I am the party legally and financially responsible for the proposed construction activity at the address listed below. I agree to notify the building department immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure or in the permit application package. Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Construction Industry Licensing Board, the Department of Business and Professional Regulation and the building department may be unable to assist you with any financial loss that you sustain as a result of a complaint. Your only remedy against an unlicensed contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you1 i obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is property licensed and the status of the contractor's workers' compensation coverage. Property Address: \ W C_%Q'?_CCQ C T . gs&- W '' D fL, 1- I, AAIZZ J AOSOelci— , do hereby state that I am qualified and capable of performing the requested construction involved with the permit application filed and agree to the condition§ specified above. vS jZ0 r16 of Qwaef-Builder Date Form of Identification Must be Photo ID) A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment not exceeding 1 year and a $1,000.00 fine in addition to any civil penalties. In addition, the local permitting jurisdiction shall withhold Einal approval, revoke the permit, or pursue any action or remedy for unlicensed activity against the owner and any person performing work that requires licensure under the permit issued. Rev. 9.14.2009 THIS INSTRUMENT PREPARED BY: Name: /AC ZG i4 Address: Fo-c NOTICE OF COMMENCEMENT Permit Number: 14P V 1 0 174P Parcel ID Number: 33-19-30-504-0000-0040 I I IIII IIIii IIIII IIIII illil Ilill Ilil till MARYANNE MORSE SEMINOLE COUNTY CLERK. OF CIRCUIT COURT 6 COMPTROLLER SK 8653 P9 763 (iP9s) CLERK' S 4 2016029520 RECORDED 03/21/2016 10:51;09 AM RECORDING FEES $10.00 RECORDED BY hdev-jre '1 The undersigned hereby gives notice that improvement will be made to certain real property, and In accordance with Chapter 713, following information is provided in this Notice of Commencement. DLEO D4Uppland &R' rFgyd $Ugl description of the property and street address if available)ar 2. GENERAL DESCRIPTION OF IMPROVEMENT: Shed and Interior Renovations 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: Aaron and Kaleigh Albert 106 Garden Ct Sanford FL 32771 Interest in property: Owner Fee Simple Title Holder (if other than owner listed above) Name: Address: 4. CONTRACTOR: Name: Aaron Albert (Self) Phone Number: 407-334-1944 Address: 5. SURETY (If applicable, a copy of the payment bond Is attached): Name: Address: Amount of Bond: 6. LENDER: Name: Phone Number: Address: 1 APR 0 7 a Florida Statdt6srthe Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713. 13(1)(a)7., Florida Statutes. Name: Phone Number: Address: 8. In addition, Owner designates of to receive a copy of the Lienors Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: 9. Expiration Dale of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 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. Si naturo er or Lessee, or Owner's or Lessee's Azsd Otllter/Olrector/Panner/Manager) State of / "L 4,jie110A County of V 0 LU 113, The foregoing Instrument was by Name of person AA ka A L.EF1'r3--r Print Name and Provide Signatory's Tlge/Ofte) before me this I day of J APU4-1 .20 who has produced Identification 0 type of Identification produced: A' v: 4 ` '5 P• l N. s-o, nd;.;;(( 7,t- . 40T) 398-0153 DENNIS L HADD MY COMMISSION #FF100813 EXPIRES March 12. 201 B FI la . Rry Fe.com C1. frYii'•TEIkov LIERIt ! 1f Ti IE I COMPTROLLEII O 5EMINOLE COI. Who Is personally known to me,# OR REQUIRED INSPECTION SEQUENCE RP# //_ _ I.,-7i_ BUILDING PERMIT Min Max Inspection Description Footer / Setback Stemwall Foundation / Form Board Survey p Slab / Mono Slab Pre our p Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In p Frame Insulation Rough In Firewall Screw Pattern i O Drywall / Sheetrock Lath Inspection Final Solar Final Roof Final Stucco / Siding Insulation Final Final Utility Building Zo Final Door 20 Final Window Final Screen Room Final Pool Screen Enclosure Mobile Home Building Final Pre -Demo Final Demo Final Single Family Residence Final Building Other Address: /tW— a Ap)*&J e-09-- ELECTRICAL PERMIT Men Max Inspection Description Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final Min7 Max Inspection Description PlumbingUnderground Plumbing Sewer 7-10 Plumbing Tub Set Plumbing Final MECHANICAL PERMIT Min Max Inspection Description Mechanical Rough Mechanical Final Men Max IIns echo® Description Gas Underground Gas Rough Gas Final REVISED: June 2014 FORM R405-2014 RECORD COPY FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Reti Performance Method Project Name: ALBERT RENOVATION Builder Name: OWNER INC Street: 106 GARDEN COVE COURT City, State, Zip: SANFORD FL, 32771 Permit Office: SANFORD Permit Number: 41) Owner. AARON 8 KALEIGH ALBERT 0Jurisdiction: SNt4F0' Design Location: FL, Sanford County:: SEMINOLE (Florida Climate Zone 2) OFPAVO" 1. New construction or existing Addition 9. Wall Types (384.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.3 384.00 ft' 3. Number of units, if multiple family 1 b. N/A c. N/A R= ft' R= ft' 4. Number of Bedrooms(Bedrms In Addition) 1(1) d. N/A R= ft' 5. Is this a worst case? No 10. Ceiling Types (288.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 288.00 ft' 6. Conditioned floor area above grade (ft') 288 b. N/A R= ft' Conditioned floor area below grade (ft) 0 c. N/A R= ft' 11. Ducts R ft' 7. Windows(45.3 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 57.6 a. U-Factor. Dbl, U=0.40 45.33 ft' SHGC: SHGC=0.25 b. U-Factor. N/A ft' 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 42.5 SEER:14.00 c. U-Factor. N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiencyd. U-Factor. N/A ft' a. Electric Heat Pum p 39.0 HSPF:9.00 SHGC: Area Weighted Average Overhang Depth: 1.333 ft. Area Weighted Average SHGC: 0.250 14. Hot water systems - None required 8. Floor Types (286.0 sqft.) Insulation Area a' Cap: N/A a. Slab -On -Grade Edge Insulation R=0.0 288.00 ft' b. Conservation features EF: 0.000 b. N/A R= ft' c. N/A R= ft' 15. Credits CF, Pstat Glass/Floor Area: 0.157 Total Proposed Modified Loads: 11.13 PASSTotalBaselineLoads: 12.36 I hereby certify that the plans and specifications covered by Review of the plans ands ST9TthiscalculationareicompliancewiththeaEnergy, specifications covered by this O, T14E Code. ' calculation indicates compliance,, with the Florida Energy Code. rn,,,'•. : :.,L•,.,„ O PREPARED BY: Before construction is completed 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. G'OD WE OWNER/AGENT: BUILDING OFFICIAL:, DATE: __ _ _. _ _ _ DATE: -. . Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. 1 5/4/2016 12:05 PM EnergyGaugeO USA - FlaRes2014 Section R405 4.1 Compliant Software Page 1 of 4 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 90 The lower the EnergyPerformance Index, the more efficient the home. 106 GARDEN COVE COURT, SANFORD, FL, 32771 1. New construction or existing Addition 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int 'Insul, Exterior R=4.3 384.00 fta 3. Number of units, if multiple family 1 b. N/A R= ftac. N/A R= fta 4. Number of Bedrooms 1(1) d. N/A R= fta 5. Is this a worst case? No 10. Ceiling Types Insulation Area a. Under Attic (Vented). R=30.0 288.00 fta 6. Conditioned floor area (fta) 288 b. N/A R= fta 7. Windows" Description Area c. N/A R= fta a. U-Factor: Dbl, U=0.40 45.33 fta 11. Ducts R fta SHGC: SHGC=0.25 a. Sup: Attic, Ret: Attic, AH: Main 6 57.6 b. U-Factor. N/A fta SHGC: 12. Cooling systems kBtu/hr Efficiencyc. U-Factor: N/A fta a. Central Unit 42.5 SEER:14.00 SHGC: d. U-Factor. N/A fta SHGC: 13. Heating systems kBtu/hr Efficiency Area Weighted Average Overhang Depth: 1.333 ft. a. Electric Heat Pump 39.0 HSPF:9.00 Area Weighted Average SHGC: 0,250 8. Floor Types Insulation Area 14. Hot water systems - None required a. Slab -On -Grade Edge Insulation R=0.0 288.00 fta a. Ca p: WA b. WA R= fta EF: c. N/A R= fta b. Conservation features 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home. Date: City/FL Zip: CF, Pstat O, -114E S7gT Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives) if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and, a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's supportstaff. I Label required by Section IR303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 5/4/201612:06 PM t EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 PROJECT Title: ALBERT RENOVATION Bedrooms: 1 Aressd Type: Street Address Building Type: User Conditioned Area: 288 L t # Owner: AARON & KALEIGH ALBERT Total Stories: 1 B ock/SubDivision: of Units: 1 Worst Case: No P tBook: Builder Name: OWNER Rotate Angle: 0 S eet: 106 GARDEN COVE CPermitOffice: SANFORD Cross Ventilation: C unty: SEMINOLE Jurisdiction: Whole House Fan: Ci State, Zip: SANFORD Family Type: Single-family New/Existing: Addition FL, 32771 Comment: CLIMATE V IECC Design Temp Int Design Tem Heating Design Daily TempDesignLocationTMYSiteZone97.5 % 2.5 % Winter Summe Degree Days Moisture Range FL, Sanford FL_ORLANDO SANFOR 2 39 93 70 75 677 44 Medium BLOCKS Number _ Name Area Volume 1 Blockl 288 2592 SPACES Number Name Area Volume _ Kitchen Occupants Bedrooms_ Infil ID Finished Cooled Heated 1 Main 288 2592 No 2 1 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 48 It 0 288 fix 0.3 0 0.7 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck PitchTypeMaterialsArea _Area Color Absor. Tested Tested Insul. deg) 1 Hip Composition shingles 322 ft2 0 ft' Medium 0.85 No 0.9 No D 26.6 ATTIC V/ Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 288 ft2 N N CEILING Ceiling Type Space R-Value _ Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 288 ft2 0.11 Wood 5/4/2016 12:06 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 WALLS AdjacentV #__Ornt ToNau 'vpa ace Cavity Width Height Sheathing Framing Solar BelowSpaceR_Value Ft—In_F-—.ln_..-Area—R-Value_F_raction. .Absor,.Gra ° 1 S Exterior Concrete Block - Int Insul Main 4.3 12 8 96.0 fr 0 0.300000 0 2 N Exterior Concrete Block - Int Insul Main 4.3 12 8 96.0 ft' 0 0.300000 0 3 E Exterior Concrete Block - Int Insul Main 4.3 24 8 192.0 ftz 0 0.300000 0 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 N 2 Vinyl Low-E Double Yes 0A 0.25 33.3 ftZ 1 ft 4 in 1 ft 4 in Drapestblinds Interior 5 2 E 3 Vinyl Low-E Double Yes 0.4 0.25 12.0 ft= 1 ft 4 in 1 ft 4 in Drapes/blinds Interior 5 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000286 216 11.86 22.3 .2087 5 HEATING SYSTEM System Type Subtype— Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF:9 39 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype _ _ _ Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 14 42.5 kBtu/hr 1417 cfm 0.79 1 sys#1 SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF 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 57.6 ft2 Attic 14.4 fP Default Leakage Main (Default) (Default) 1 1 5/4/2016 12:06 PM EnergyGauga® USA - FleRes2014 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 TEMPERATURES Nrogramable Thermostat: Y treeing Fans: Cooling Heating Venting Jan Jan Jan Feb Feb Feb f Mar X Mar X J Apr 1 rjpr J May nriafi XI Jun 1 Juni Xj Jul Jul Aug Aug Xj Sep t Sep J Oct va Nov x1 Nov J Dec 1 uecMarlMayJunfiJulAugSepOc! Xl IYov 1 Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM PM 78 80 78 80 78 78 78 78 78 78 78 78 78 78 80 80 80 80787878787878 Cooling (WEH) AM PM 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 7878787878787878- Heating (WD) AM PM 66 68 66 68 66 68 66 68 66 68 68 68 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM PM 66 68 66 68 66 68 66 68 66 68 68 68 68 68 68 686868686868686666 5/4/2016 12:06 PM EnerovGauae® USA - FlaRes2014 Section R405.4.1 COmoliant Software Pace 4 of 4 FORM,R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: 106 GARDEN COVE COURT Permit Number: SANFORD , FL, 32771 IWIM um i vK T r%r_wuiKtmtN I S See individual code sections for full details. Cl 401.3 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 lawSection553.9085, Florida Statues) 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 componentsinstalledinadwellingunit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plansandspecificationssubmittedtodemonstratecomplianceforthebuilding. A copy of the EPL display card can be found in Appendix C. 0 R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements ofSectionsR402.1 through R402.4.4. O R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. 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 manufacturers instructions and the criteria listed in Table 402.4.1.1, 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 of not exceeding 5 air changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by anapprovedthirdparty. 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: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping orotherinfiltrationcontrolmeasures; 2. Dampers including exhaust, intake, makeup air, backdraff and flue dampers shall be closed, but not sealed beyond Intendedinfiltrationcontrolmeasures; 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; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. O R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air. O R402.4.3 Fenestration air leakage. Windows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 orAAMA/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. 0 R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. 0 R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. 0 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. 0 R403.2.2 Sealing (Mandatory)AII ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -constructionorrough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99, Florida Statutes, or as authorized by Florida Statutes, to be "substantially leak free" by either of the following: 1. Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturers air handler enclosure. Allregisterbootsshallbetapedorotherwisesealedduringthetest. 2. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (2512a) across the system, including the manufacturers air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm85Umin) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: 1. The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 5/4/2016 12:06 PM EnergyGauge® USA - FIsRes2014 - Section R405.4.1 Corn Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) 0 R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.3 Mechanical system piping Insulation (Mandatory). Mechanical system piping capable of carrying fluids above 1057 (41'C) or below 55'F (13'C) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping Insulation. 0 R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system Is not in use. 0 R403.4.3 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'A inches (89 mm) in the hot water distribution line and cold water line located as close as possibletothestoragetank. 0 R403.4.4 Water heater efficiencies (Mandatory). 0 R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100'F to 140'F (38'C to 60'C). R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water heating systems to be turned off. 0 R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table 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 met the criteria Section R403.4.4.2.1. R403.4.4.2.1 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. 0 R403.5 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. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system Is not operating. 0 R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. 0 R403.6.1 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 which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. R403.6.1.1 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 403.6, 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. 5/4/201612:06 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value andshallnotbeusedforequipmentsizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for theloadcalculation (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 temperature 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 multi -family residential equipment sizing may be selected so that its cooling capacity is less than thecalculatedtotalsensibleloadbutnotlessthan80percentofthatload. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity ofequipmentmaybesizedinaccordancewithgooddesignpractice. O R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burnersshallnotbelessthanthedesignloadcalculatedinaccordancewithSectionR403.6.1. O R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on anIntermittentbasis, 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: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. D R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with SectionsC403andC404oftheCommercialProvisionsinlieuofSectionR403. 0 R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shallIncludeautomaticcontrolscapableofshuttingoffthesystemwhenthepavementtemperatureIsabove557, and no precipitation Is fallingandanautomaticormanualcontrolthatwillallowshutoffwhentheoutdoortemperatureisabove409F. 0 R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools andingroundspasshallbeasspecifiedinSectionsR403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energyrequirementsforportablespasshallbeinaccordancewithANSI/APSP-14. O R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on -off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space 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 gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordancewithAHRI1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory isrequiredtoverifyprocedurecompliance. Geothermal swimming pool heat pumps are not required to meet this standard. O R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to apresetscheduleshallbeinstalledonallheatersandpumps. Heaters, pumps and motors that have built in timers shall be deemed Incompliancewiththisequipment. Exceptions: 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. O R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on oratthewatersurfaceoraliquidcoverorothermeansproventoreduceheatloss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump orsolarenergysourcecomputedoveranoperatingseason. 1 RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps In permanently installed lighting fixtures shall behigh -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. O R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lightsR405.2 Performance ONLY. All ducts not entirely Inside the building thermal envelope shall be insulated to a minimum of R-6. O R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type orconcretedeckroofsdonothavesufficentspace, R-10 is allowed. 5/4/201612:06 PM EnergyGauge® USA - FlaRes2014 -Section R405.4.1 Corn Page 3 of 3 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: ALBERT RENOVATION Builder Name: OWNER Street: 106 GARDEN COVE COURT Permit Office: SANFORD City, State, Zip: SANFORD , FL, 32771 Permit Number: Design Location: FL, Sanford Jurisdiction. Cond. Floor Area:: 288 sq.ft. Cond. Volume: 2592 cu ft. Envelope Leakage Test Results Regression Data: C: -- — — n: — — . R: — — — Single or Multi Point Test Data HOUSE PRESSURE FLOW: cfm 2 Pa Pa cfm 3 Pa cfm 4 Pa cfm 5 Pa cfm cfm6Pa Leakage Characteristics CFM(50): _ ELA: EgLA: ACH: ACH(50): SLA: R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hourinClimateZones1and2, 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2inchesw.g. (50 Pascals). Where required by the code official, testing shall be conducted by 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 allpenetrationsofthebuildingthermalenvelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or otherinfiltrationcontrolmeasures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltrationcontrolmeasures; 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; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements'in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: O, THE ST'1T Wit 0 #1 y sk a 1, Op WE 5/4/2016 12:07 PM Energy0augee USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: ALBERT RENOVATION Builder Name: OWNER Street: 106 GARDEN COVE COURT Permit Office: SANFORD City, State, Zip: SANFORD , FL, 32771 Permit Number: Owner: AARON & KALEIGH ALBERT Jurisdiction: Design Location: FL, Sanford COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of Insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity Spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors CIA/9MIG 4-2 M2 ou rive cnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 Manual S Compliance Report Job: 106 GARDEN COVE COURT Date: APRIL 27, 2016 Entire House RECORD COPY By: TRICIA HIGGINS SPEEDY CALC'S LLC Plan: INSIDE RENOVATION 2805 STATEN DRIVE, DELTONA, FL 32738 Phone: 407 314-5495 Fax: 407 322-5788 Email: SPEEDYCALCS®YAHOO.COM Web: WWW.SPEEDYCALCS.COM For: AARON & KALEIGH ALBERT 106 GARDEN COVE COURT, SANFORD, FL 32771 Design Conditions Outdoor design DB: 93.0°F Sensible gain: 30100 Btuh Outdoor design WB: 75.1 OF Latent gain: 5493 Btuh Indoor design DB: 75.0°F Total gain: 35593 Btuh Indoor RH: 50% Estimated airflow: 1417 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Rheem Model: RP1442AJ1+RH1T4821STAN Actual airflow: 1417 cfm Sensible capacity: 29609 Btuh 98% of load Latent capacity: 8081 Btuh 147% of load Total capacity: 37690 Btuh 1060/6 of load SHR: 79% Design Conditions Outdoor design DB: 42.3°F Heat loss: 31253 Btuh Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Rheem Model: RP1442AJ1+RH1T4821STAN Actual airflow: 1417 cfm Output capacity: 42500 Btuh 1360/6 of load Supplemental heat required: 0 Btuh Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1417 cfm Output capacity: 0 kW 0% of load Temp. rise: 0 OF The above equipment was selected in accordance with ACCA Manual S. Entering coil DB: 75.6°F Entering coil WB: 62.8°F JM-DING SANFORO 16-1076 Entering coil DB: 69.8"F Capacity balance: 36 OF Economic balance: -99 OF C Wrl htSoft• 2016-May-0412:1942 Right -Suite® Universal 2017 17.0.03 RSU08373 Page 1 tDocumenis\Wrightsoft HVAC%106 GARDEN COURT.rup Cale - W8 Front Door faces: S Project Summary Entire House SPEEDY CALC'S LLC Job: 106 GARDEN COVE COURT Date: APRIL 27, 2016 By: TRICIA HIGGINS Plan: INSIDE RENOVATION 2805 STATEN DRIVE, DELTONA, FL 32738 Phone: 407 314-8495 Fax: 407 322-5788 Email: SPEEDYCALCS®YAHOO.COM Web: WWW.SPEEDYCALCS.COM For: AARON & KALEIGH ALBERT 106 GARDEN COVE COURT, SANFORD, FL 32771 Notes: Design Information Weather: Orlando Sanford AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 38 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 27956 Btuh Structure 25952 Btuh Ducts 3296 Btuh Ducts 4148 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 31253 Btuh Use manufacturers data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 30100 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 4722 Btuh Ducts 771 Btuh Heating Cooling Central vent (0 cfm) 0 Btuh Area (ft') 1872 1872 Equipment latent load 5493 Btuh Volume (ft) 15336 15336 Air changes/hour 0.38 0.20 Equipment total load 35593 Btuh Equiv. AVF (cfm) 97 51 Req. total capacity at 0.79 SHR 3.2 ton Heating Equipment Summary Cooling Equipment Summary Make Rheem Make Rheem Trade RHEEM; RUUD Trade RHEEM; RUUD Model RP1442AJ1 Cond RP1442AJ1 AHRI ref 7489180 Coil RH1T4821STAN AHRI ref 7489180 Efficiency 9 HSPF Efficiency 11.5 EER, 14 SEER Heating input Sensible cooling 33575 Btuh Heating output 39000 Btuh @ 47°F Latent cooling 8925 Btuh Temperature rise 25 OF Total cooling 42500 Btuh Actual air flow 1417 cfm Actual air flow 1417 cfm Air flow factor 0.045 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.85 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. C wri httsoft' Gy g Right -Suite® Universal 2017 17.0.03 RSU08373 2016-May-0412.19:42 Page 1 t• ...%DocumentstWrigMsofl HVAC%106 GARDEN COURT.rup Calc - MJB Front Door tares S Component Constructions Entire House SPEEDY CALC'S LLC Job: 106 GARDEN COVE COURT Date: APRIL 27, 2016 By: TRICIA HIGGINS Plan: INSIDE RENOVATION 2805 STATEN DRIVE, DELTONA, FL 32738 Phone: 407 314-8495 Fax: 407 322-5788 Email: SPEEDYCALCS®YAHOO.COM Web: WWW.SPEEDYCALCS.COM For: AARON & KALEIGH ALBERT 106 GARDEN COVE COURT, SANFORD, FL 32771 Location: Indoor: Heating Cooling Orlando Sanford AP, FL, US Indoor temperature (OF) 70 75 Elevation: 56 ft Design TD (OF) 28 18 Latitude: 29°N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 22.9 38.1 Dry bulb ('F) 42 93 Infiltration: Dailyrange ('F) - 17 ( M) Method Simplified Wet bulb (OF) - 75 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain r MLAMF.'F W.'FIBbb Bohm' Btuh MWIP Btuh Walls BLOCK WALL R3: Blk wall, 8" thk n 281 0.333 3.0 9.22 2594 8.62 2425 e 107 0,333 3.0 9.22 987 8.62 923 s 252 0.333 3.0 9.22 2324 8.62 2173 s 64 0.333 3.0 9.22 590 8.62 552 w 284 0.333 3.0 9.22 2620 8.62 2449 all 988 0.333 3.0 9.22 9115 8.62 8523 CONCRETE BLOCK R4 3: Blk wall, brk 4" ext, 4" thk, 1/2" gypsum boardn 101 0.232 4.3 6.43 649 6.01 607 int fnsh a 204 0,232 4.3 6.43 1311 6.01 1226 s 135 0.232 4.3 6.43 868 6.01 811 all 440 0.232 4.3 6.43 2828 6.01 2644 Partitions none) Windows 1 D-c2om: 2 glazing, clr outr, air gas, mill no brk frm mat, clr innr, 1/4" n 9 0.870 0 24.1 217 22.6 204 gap, 1/8" thk; 50% blinds 45', medium; 50% outdoor insect screen; 2 It overhang (3 It window ht, 1.4 ft sep.); 6.67 It head ht 1D-c2om: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr innr, 1/4" n 9 0.870 0 24.1 217 22.6 204 gap, 1/8" thk; 500/9 blinds 45', medium; 50% outdoor insect screen; 12 It overhang (3 ft window ht, 1.4 It sep.); 6.67 It head ht 1 D-c2om: 2 glazing, clr outr, air gas, mill no brk frm mat, clr innr, 1/4" n 18 0.870 0 24.1 434 22.6 408 gap, 1/8" thk; 50% blinds 45', medium; 50% outdoor insect screen; 2 ft overhang (6 ft window ht, 1.4 ft sep.); 6.67 It head ht w 36 0,870 0 24.1 868 57.7 2076 all 54 0.870 0 24.1 1301 46.0 2484 1D-c2om: 2 glazing, clr outr, air gas, mill no brk fret mat, clr innr, 1/4" n 18 0.870 0 24.1 434 22.6 408 gap, 1/8" thk; 50% blinds 45', medium; 50% outdoor insect screen; 12 It overhang (6 It window ht, 1.4 It sep.); 6.67 ft head ht 2016-May-0412:19:42wrihtsoft' 9 Right -Suite® Universal 2017 17.0 03 RSU08373 Page 1m,. Wocuments%Wrightsoft HVACt106 GARDEN COURT.rup Calc = MJ8 Front Door faces: S 1 D-c2om: 2 glazing, cir outr, air gas, mtl no brk frm mat, clr innr, 1/4" n 41 0.870 0 24.1 983 22.6 924 gap, 1/81' thk; 50% blinds 45', medium; 50% outdoor insect screen; 12 ft overhang (6.8 ft window ht, 1.4 ft sep.); 6.67 ft head ht CODE MINIMUM: 2 glazing, cir low-e outr, argon gas, insulated vinyl frm n 34 0.400 0 11.1 377 9.94 338 mat, clr innr, 1/2" gap, 1/4" thk; 50% blinds 45', medium; 50% outdoor insect screen; 1.4 ft overhang (6.8 ft window ht, 1.4 ft sep.); 6.67 ft head ht CODE MINIMUM: 2 glazing, cir low-e outr, argon gas, insulated vinyl frm a 12 0.400 0 11.1 133 22.8 274 mat, clr innr, 1/2" gap, 1/4" thk; 50% blinds 45', medium; 50% outdoor insect screen; 2 ft overhang (2 ft window ht, 1.4 ft sep.); 6.67 ft head ht 1 D-c2om: 2 glazing, cir outr, air gas, mtl no brk frm mat, clr innr, 1/4" s 30 0.870 0 24.1 723 22.6 679 gap, 1/8" thk; 50% blinds 45', medium; 50% outdoor insect screen; 2 ft overhang (5 ft window ht, 1.4 ft sep.); 6.67 ft head ht CODE MINIMUM: 2 glazing, cir low-e outr, argon gas, vnl frm mat, cir s 30 0.400 0 11.1 332 100 301 innr, 1/2" gap, 1/4" thk; NFRC rated (SHGC=0.25); 50% blinds 45', medium; 50% outdoor insect screen; 2 It overhang (5 ft window ht, 1.4 ft sep.); 6.67 ft head ht Doors 11J0: Door, mtl fbrgl type a 21 0.600 6.3 16.6 349 18.5 389 Ceilings 16B-19ad. Attic ceiling, asphalt shingles roof mat, r-19 ceil ins, 1/2" 1584 0.049 19.0 1.36 2150 2.67 4222 gypsum board int fnsh 16B-30ad: Attic ceiling, asphalt shingles roof mat, r-30 ceil ins, 1/2" 288 0.032 30.0 0.89 255 1,74 501 gypsum board int fnsh Floors 22A-11pl: Bg floor, light dry soil, on grade depth 204 0.989 0 27.4 5589 0 0 2016-May-04 12:19:42 Ait wrightSOW Right -Suite® Universal 2017 17 0.03 RSU08373 Page 2Z& . Mocuments\Wrightsoft HVAC1106 GARDEN COURT rup Calc = MJ8 Front Door faces. S AED Assessment Entire House SPEEDY CALC'S LLC Job: 106 GARDEN COVE COURT Date: APRIL 27, 2016 By: TRICIA HIGGINS Plan: INSIDE RENOVATION 2805 STATEN DRIVE, DELTONA, FL 32738 Phone: 407 314-8495 Fax: 407 322-5788 Email SPEEDYCALCS@YAHOO.COM Web: WWW.SPEEDYCALCS.COM Project• • For: AARON & KALEIGH ALBERT 106 GARDEN COVE COURT, SANFORD, FL 32771 Location: Orlando Sanford AP, FL, US Elevation: 56 ft Latitude: 29ON Outdoor: Heating Cooling Dry bulb ("F) 42 93 Dailyrange (°F) - 17 ( M Wet bulb (° F) - 75 Wind speed (mph) 15.0 7.5 Indoor: Heating Indoor temperature (°F) 70 Design TD (°F) 28 Relative humidity (°k) 50 Moisture difference (gr/lb) 22.9 Infiltration: Test for Adequate Exposure Diversity Fbudy Gazing Load Vw d Cqr HouM / Av gv i AM" Maximum hourly glazing load exceeds average by 33.0%. House does not have adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 197 Btuh (PFG-1.3*AFG) Cooling 75 18 50 38.1 r 1 htsoft• 2016-May-04 12:19 42 W 9 Right -Suite® Universal 2017 17.0.03 RSU08373 Page 1 Documents\Wrightsoft HVAC%106 GARDEN COURT.rup Calc - MJ8 Front Door faces: S Right -A) Worksheet Entire House SPEEDY CALC'S LLC Job: 106 GARDEN COVE COURT Date: APRIL 27, 2016 By: TRICIA HIGGINS Plan: INSIDE RENOVATION 2805 STATEN DRIVE, DELTONA, FL 32738 Phone: 407 314-8495 Fax: 407 322-5788 Email: SPEEDYCALCS®YAHOO.COM Web: WWW SPEEDYCALCS.COM 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Entire House 204.0 R 82 fl 1872.0 fit BATH 2 4.0 R 8.0 fl heallcool 90 x 4.0 R 36.0 f 1' Ty Construction number U-value Bluh/ft'-•F Or I HTM Bluh/Its I Area (ft') or perimeter (R) I Load Btuh) I Area (fY) or perimeter (fl) I Load Stuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 BLOCK WALL R3 1 Dc2om 1 D-c2om ID-c2om ID-c2om 1 Dc2om CONCRETE BLOCK SQgE MINIMUM BLOCK WALL R3 11J0 CONCRETE BLOCK SPRE MINIMUM BLOCK WALL R3 1 Dc2om CODE MINIMUM BLOCK WALL R3 CONCRETE BLOCK RkCf-K WALL R3 1 Dc2om 168-19ad 168-30ad 22A-tpl 0.333 0.870 0.870 0.870 0.870 0.870 0.232 0.400 0 333 0.600 0,232 0.400 0.333 0.870 0.400 0.333 0.232 0 333 0.870 0.049 0.032 0.989 n n n n n n n n a a a a s s s s s w w 922 24.10 24.10 24.10 2410 24.10 6.43 11.08 9.22 16.62 6.43 11.08 9.22 24.10 11.08 9.22 6.43 9.22 24.10 1.36 0.89 27.40 8.62 22.65 22.65 22.65 22.65 22.65 6.01 9.94 8.62 15.54 6.01 22.81 8.62 22.65 10.05 8.62 6.01 6.62 57.66 2.67 1.74 0.00 376 9 9 18 18 41 135 34 128 21 216 12 312 30 30 64 135 320 36 1584 288 1872 281 0 0 0 0 0 101 0 107 21 204 3 252 60 60 64 135 284 3 1584 288 204 2594 217 217 434 434 983 649 377 987 349 1311 133 2324 723 332 590 868 2620 868 2150 255 5589 2425 204 204 406 408 924 607 338 923 389 1226 274 2173 679 301 552 811 2449 2076 4222 501 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 32 0 36 0 36 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 32 0 36 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 295 0 49 0 110 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 276 0 96 0 0 G Vy O Vi/ G W W C C F 61 c) AED excursion 1197 14 Envelope loss/gain I 25W3 222921 1 1 454 358 12 j a) Infiltration b) Room ventilation 2954 0 1010 0 56 0 19 0 13 Internal gains: Occupants ® 230 5 1150 0 0 Appliancesiother 1500 0 Subtotal (Imes 6 to 13) 27956 25952 5101 377 14 15 Less external bad Less transfer Redistribution Subtotal Duct loads 12% 16% 0 0 0 27956 3296 0 0 0 25952 4148 12% 16% 0 0 90 600 71 0 0 83 460 72 I I loadAotarequxed (cfm) I I I 31457I 4o7I I I 6 70 I 535I Calculations approved by ACCA to meet all requirements of Manual J 8th Ed wrightsoft- Right-SufteO Universal 2017 17.0.03 RSU08373 2016-May-04 12:19.42 Page 1Documents\Wrightson HVAC\706 GARDEN COURT.rup Cak = MJ8 Front Door faces: S Right-M Worksheet Entire House SPEEDY CALC'S LLC Job: 106 GARDEN COVE COURT Date: APRIL 27, 2016 By: TRICIA HIGGINS Plan: INSIDE RENOVATION 2805 STATEN DRIVE, DELTONA, FL 32738 Phone. 407 314-8495 Fax: 407 322-5788 Email. SPEEDYCALCSQYAHOO.COM Web, WWW.SPEEDYCALCS.COM 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area BEDROOM 4 24.0 R 5.0 R heal/cool 12.0 x 12.0 R 144.0 fit BEDROOM 5 24.0 R 8.0 R heat/cool 12.0 x 12.0 R 144 0 fit y Construction number U-value Bluh/Ita-•F Or HTM Btuh/ft Area (fig) a or perimeter (R) Load Btuh) Area arIorperimeterete(R) ad h) I Btu Heat Cool Gross NIP/S Heat Cool Gross NIPS Heat Cool 6 1 1 BLOCK WALL R3 1 D-c2om ID-c2om 1 D-c2om 1 D-c2om 1 D-c2om CONCRETE BLOCK GpQE MINIMUM BLOCK WALL R3 11J0 CONCRETE BLOCK 6OBE MINIMUM BLOCK WALL R3 ID-c2om CODE MINIMUM BLOCK WALL R3 CONCRETE BLOCK RkCf-K WALL R3 ID-c2om 16B-19ad 168-30ad 22A-tpl 0.333 0.870 0.870 0.870 0.870 0.870 0,232 0.400 0.333 0.600 0,232 0.400 0.333 0.870 0.400 0.333 0,232 0.333 0.870 0.049 0.032 0,989 n n n n n n n n a a a a s s s s s w w 922 24.10 24.10 24.10 24.10 24.10 6.43 1108 9.22 16.62 6.43 11.08 9.22 24.10 11.06 9.22 6.43 9.22 24.10 1.36 0.89 27.40 6.62 22.65 2265 22.65 22.65 22.65 6.01 994 8.62 18.54 6.01 22.81 8.62 22.65 10.05 8.62 6.01 8.62 57.66 2.67 1.74 0.00 0 0 0 0 0 0 0 0 0 0 0 0 96 0 15 0 0 96 0 144 0 144 0 0 0 0 0 0 0 0 0 0 0 0 81 0 15 0 0 96 0 144 0 24 0 0 0 0 0 0 0 0 0 0 0 0 747 0 166 0 0 886 0 195 0 657 0 0 0 0 0 0 0 0 0 0 0 0 699 0 151 0 0 828 0 384 0 0 0 0 0 0 0 0 0 0 96 0 0 0 96 0 15 0 0 0 0 144 0 144 0 0 0 0 0 0 0 0 96 0 0 0 81 0 15 0 0 0 0 144 0 24 0 0 0 0 0 0 0 0 886 0 0 0 747 0 166 0 0 0 0 195 0 657 0 0 0 0 0 0 0 0 828 0 0 699 0 151 0 0 0 0 384 0 0 G try D t--0 G W W f G' C C F 61 c) AED excursion 84 84 Envelope loss/gain 2652 1977 1 1 2652 1977 12 a) Infiltration b) Room ventilation 336 0 115 0 336 0 115 0 13 Internal gains: Occupants ® 230 1 230 1 230 Applianceslother 0 0 Subtotal (lines 6 to 13) 2988 2322 2988 2322 14 15 Less external load Less transfer Redistribution - Subtotal Duct loads 12% 16% 0 0 68 3056 360 0 0 62 2384 373 12% 16% 0 0 270 3258 384 0 0 248 2570 402 I I Air reed (ctm) I I I 3155I 2130I I I 3165I 21400I Calculations aooroved by ACCA to meet all requirements of Manual J 8th Ed Wr19~o Rig ht-Suite® Universal 2017 17.0.03 RSUD8373 2016 May-04 1Page 2 1Documents1Wnghtsoft HVAC%106 GARDEN COURT.rup Calc = MJ8 Front Door faces: S Right-M Worksheet Entire House SPEEDY CALVS LLC Job: 106 GARDEN COVE COURT Date: APRIL 27, 2016 By: TRICIA HIGGINS Plan: INSIDE RENOVATION 2805 STATEN DRIVE, DELTONA, FL 32738 Phone: 407 314-8495 Fax: 407 322-5788 Email: SPEEDYCALCS@YAHOO.COM Web WWW.SPEEDYCALCS COM 1 Room name FOYER M. 2 Exposed wall 40 n 3.0 n 3 Room height 8.0 ft heat/cool 9.0 ft heat/cool 4 5 Room dimensions Room area 15.0 x 4 0 n 60.0 f Y 3.0 x 14.0 ft 42.0 f t' Ty Construction U-value Or I HTM I Area (ft,) I Load Area (ft.) Load numberI BtuWftk-F) Btuhtfla) or perimeter (ft) Btuh) or perimeter (n) I (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 111 BLOCK WALL R3 0.333 n 9.22 8.62 0 0 0 0 0 0 0 0 1 D-c2om 0.870 n 24.10 22.65 0 0 0 0 0 0 0 0 1 D-c2om 0.870 n 24.10 22.65 0 0 0 0 0 0 0 0 1 D-c2om 0.870 n 2410 22.65 0 0 0 0 0 0 0 0 11 1 Ds2om 0.870 n 2410 22.65 0 0 0 0 0 0 0 0 1 D-c2om 0.870 n 24.10 22.65 0 0 0, 0 0 0 0 0 Vy G CONCRETE BLOCK 0.232 n 6.43 6.01 0 0 0 0 27 27 174 162 69RE MINIMUM 0.400 n 11.08 9.94 0 0 0 0 0 0 0 0 W BLOCK WALL R3 0 333 a 9.22 8.62 32 11 101 95 0 0 0 0 p 111.10 0.600 a 16.62 18.54 21 21 349 389 0 0 0 0 W t-G CONCRETE BLOCK 0.232 a 6.43 6.01 0 0 0 0 0 0 0 0 BODE MINIMUM 0.400 a 1108 22.81 0 0 0 0 0 0 0 0 BLOCK WALL R3 0.333 s 9.22 8.62 0 0 0 0 0 0 0 0 ID-c2om 0.870 s 24.10 22.65 0 0 0 0 0 0 0 0 CODE MINIMUM 0.400 s 11.08 10.05 0 0 0 0 0 0 0 0 W BLOCK WALL R3 0.333 s 9.22 862 0 0 0 0 0 0 0 0 W CONCRETE BLOCK 0.232 9 6.43 6.01 0 0 0 0 0 0 0 0 1y C, RkCjjCK WALL R3 0.333 w 9.22 8.62 0 0 0 0 0 0 0 0 1 D-c2om 0.870 w 24.10 57.66 0 0 0 0 0 0 0 0 C 18B-19ad 0.049 1.36 2.67 60 60 81 160 42 42 57 112 C 16B-30ad 0.032 0.89 1.74 0 0 0 0 0 0 0 0 F 22A-lpl 0.989 27.40 0.00 60 4 110 0 42 3 82 0 61 c) AED excursion 23 28 Envelope loss/gain 642 621 1 1 313 248 12 j a) Infiltration 56 19 47 16 b) Room ventilation 0 0 0 0 13 Internal gams Occupants ® 230 0 0 2 460 Appliances/other 0 0 Subtotal (lines 6 to 13) 698 640 360 724 Less external bad 0 0 0 0 Less transfer 0 0 0 0 Redistribution 698 640 360 724 14 Subtotal 0 0 0 0 15 Duct loads 12% 16% 0 0 12% 18% 0 0 I I aaroom load 001 Airrequired (cfm) I I I OI 0I I I 0 Calculations approved by ACCA to meet all reauirements of Manual J 8th Ed. wrightsOft' Right- Sulte19 Universal 2017 17.0.03 RSU08373 2016-May-04 12:19:42 Page 3 Documents\ Wrightson HVAC\706 GARDEN COURT.rup Calc = MJ8 Front Door faces. S Right -A) Worksheet Entire House SPEEDY CALC'S LLC Job: 106 GARDEN COVE COURT Date: APRIL 27, 2016 By: TRICIA HIGGINS Plan: INSIDE RENOVATION 2805 STATEN DRIVE, DELTONA, FL 32738 Phone: 407 314-8495 Fax: 407 322-5788 Email: SPEEDYCALCSGYAHOO.COM Web VWWV.SPEEDYCALCS.COM 1 Room name M BATH SITTING 2 3 Exposed wall Room height 14.0 R 9.0 R heat/cool 8.0 R 8.0 R heal/cool 4 5 Room dimensions Room area 1.0 x 105.0 R 105.0 fY 1.0 x 116.0 R 116.0 its Ty I Construction number U-value Btuh/ft -'F Or I HTM sBtuh/ft) I Area (its) or perimeter (it) I Load Btuh) I Area (it') or perimeterpe ' (R) I Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 N1 BLOCK WALL R3 1Dc2om 1 Dc2om 0.333 0.870 0.870 n n n 9.22 24.10 24.10 8.62 22.65 22.65 0 0 0 0 0 0 0 0 0 0 0 0 64 0 0 46 0 0 424 0 0 397 0 0 11 ID-c2om 1 Dc2om 0 670 0.870 n n 24.10 24.10 22.65 22.65 0 0 0 0 0 0 0 0 0 18 0 0 0 434 0 406 1 D-c2om CONCRETE BLOCK r?QQE MINIMUM 0.870 0.232 0 400 n n n 24.10 6.43 11.08 22.65 601 9.94 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vy O W G BLOCK WALL R3 11J0 CONCRETE BLOCK 6WBE MINIMUM BLOCK WALL R3 0.333 0.600 0.232 0.400 0.333 a a a a s 9.22 16.62 6.43 1108 9.22 8.62 18.54 6.01 22.81 8.62 0 0 45 0 0 0 0 45 0 0 0 0 289 0. 0 0 0 270 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1Dc2om CODE MINIMUM 0.870 0.400 s s 24.10 11.08 22.65 10.05 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W W V)/ BLOCK WALL R3 CONCRETE BLOCK AQCK WALL R3 0.333 0.232 0.333 s s w 9.22 6.43 9.22 8.62 6.01 8.62 0 81 0 0 81 0 0 521 0 0 487 0 0 0 0 0 0 0 0 0 0 0 0 0 1Dc2om 16B-19ad 160-30ad 22A-tpl 0.870 0.049 0 032 0.989 w 24,10 1.36 0.89 27.40 57.66 2.67 1.74 0.00 0 0 105 105 0 0 105 14 0 0 93 384 0 0 183 0 0 116 0 116 0 116 0 8 0 157 0 219 0 309 0 0 C C F 61 c) AED excursion 35 40 Envelope loss/gain 1286 904 1 1 12351 1073 12 a) Infiltration 221 75 112 38 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants G 230 0 0 0 0 Appliancesiother 0 0 Subtotal (lines 6 to 13) 1507 980 1347 1112 Less external load 0 0 0 0 14 15 Less transfer Redistribution Subtotal Dud loads 12% 18% 0 172 1679 198 0 125 1105 197 12% 16% 0 214 1561 184 0 387 1499 234 II uI dm) I I 78I 857361I I I 177I 9 172Airreqied82 Calculationsaooroved by ACCA to meet all requirements of Manual J 8th Ed h -fid- wrightsoft- Right -Suite® Universal 2017 17.0,03 RSU08373 2016-May-041 Page4 Documents\ Wrightsoft HVAC%106 GARDEN COURT.rup Cale = MJ8 Front Door faces: S Right-M Worksheet Entire House SPEEDY CALC'S LLC Job: 106 GARDEN COVE COURT Date: APRIL 27, 2016 By: TRICIA HIGGINS Plan: INSIDE RENOVATION 2805 STATEN DRIVE, DELTONA, FL 32738 Phone: 407 314-8495 Fax: 407 322-5788 Email SPEEDYCALCS®YAHOO.COM Web, WWW.SPEEDYCALCS.COM 1 Room name LAUNDRY BEDROOM 2 2 3 Exposed wall Room height 80 It 8.0 R heat/cool 24.0 It 8.0 It heat/cool 4 5 Room dimensions Room area 1.0 x 76.0 R 76.0 It' 1.0 x 138.0 R 138.0 ft' Ty Construction U-value Or I HTM I Area (ft') I Load I Area (ft') Load numberI Btuh/ft'-'F Btuh/ft') or perimeter (R) Btuh) or perimeter (R) I (Btuh) Heat Cool Gross WPIS Heat Cool Gross NIPIS Heat Cool 6 BLOCK WALL R3 1Dc2om ID-c2om 0.333 0,870 0.870 n n n 9.22 24.10 24.10 8.62 22.65 22.65 0 0 0 0 0 0 0 0 0 0 0 0 96 0 0 78 0 0 719 0 0 673 0 0 11 ID-c2om 1 D-c2om 0870 0 870 n n 2410 24.10 22.65 22.65 0 0 0 0 0 0 0 0 18 0 0 0 434 0 408 0 1 D-c2om CONCRETE BLOCK FD@E MINIMUM 0.870 0.232 0.400 n n n 24.10 6.43 11.08 22.65 601 9.94 0 0 0 0 0 0 0, 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t-0 O BLOCK WALL R3 11J0 0.333 0.600 a a 9.22 16.62 8.62 18.54 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t-G CONCRETE BLOCK BODE MINIMUM BLOCK WALL R3 0.232 0 400 0.333 a a s 6.43 11.08 9.22 601 22.81 8.62 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Dc2om CODE MINIMUM 0.870 0.400 s s 24.10 11.08 22.65 10.05 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W W V+l I BLOCK WALL R3 CONCRETE BLOCK RkWK WALL R3 0.333 0.232 0.333 s s w 9.22 6.43 9.22 8.62 6.01 8.62 64 0 0 64 0 0 590 0 0 552 0 0 0 0 96 0 0 78 0 0 719 0 0 673 1 D-c2om 160-19ad 16B-30ad 22A-tpl 0 870 0.049 0.032 0.989 w 24.10 1.36 0.89 27.40 57.66 2.67 1.74 0.00 0 76 0 76 0 76 0 8 0 103 0 219 0 203 0 0 18 138 0 138 1 138 0 24 434 187 0 657 1038 368 0 0 C C F 61 c) AED excursion 1-281 1 1 1 382 Envelope We/gain 913 727 1 1 3151 3541 12 a) Infiltration 112 38 336 115 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants ® 230 0 0 0 0 Applianceslother 0 0 Subtotal (lines 6 to 13) 1025 765 3488 3656 Less external load 0 0 0 0 14 Less transfer Redistribution Subtotal 0 137 1162 0 100 865 0 0 3488 0 0 3656 15 Duct loads 12% 16% 137 135 12% 16% 411 572 II Ah al room ad I I I 129999I 1000I I I 3478999914127I Calculations aDoroved by ACCA to meet all requirements of Manual J 8th Ed c wrights4aTt- Right -Suite® Universal 201717.003RSU08373 2016-May-0412:19:42 I•G Documents\Wrightson HVAC\706 GARDEN COURT.rup Calc = MJ8 Front Door faces: S Page 5 Right-M Worksheet Entire House SPEEDY CALC'S LLC Job: 106 GARDEN COVE COURT Date: APRIL 27, 2016 By: TRICIA HIGGINS Plan: INSIDE RENOVATION 2805 STATEN DRIVE, DELTONA, FL 32738 Phone 407 314-8495 Fax: 407 322-5788 Email: SPEEDYCALCS®YAHOO.COM Web: WWW.SPEEDYCALCS.COM 1 Room name KITCHEN BEDROOM 3 2 Exposed wall 20.0 11 12.0 It 3 Room height 8.0 ft heal/cool 8.0 It heal/cool 4 5 Room dimensions Room area 1.0 x 198.0 it 198.0 fig 1.0 x 210.0 If 210.0 ft• Ty Construction U-value Or HTM Area M) I LoadI Area (ft) I Load numberI Btuh/ft'-'FI Btuh/IN) or perimeter (11) Stuh) or perimeter (11) I (Btuh) Heat Cool Gross NIP/S Heat Cool Gross WPIS Heat Cool 6 BLOCK WALL R3 1 Dt2om 0.333 0.870 n n 922 2410 6.62 22.65 180 0 110 0 1016 0 950 0 0 0 0 0 0 0 0 0 1 D-c2om 0 870 n 24.10 22.65 9 0 217 204 0 0 0 0 11 ID-c2om ID-c2om 0.870 0.870 n n 24.10 24.10 2265 22.65 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0G 1 D-c2om CONCRETE BLOCK 6PRE MINIMUM 0.870 0.232 0.400 n n n 24.10 6.43 11.08 22.65 6.01 9.94 41 0 0 0 0 0 933. 0 0 924 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1y 1-4 W p BLOCK WALL R3 0.333 a 9.22 8.62 0 0 0 0 0 0 0 0 11J0 0.600 a 16.62 15.54 0 0 0 0 0 0 0 0 W CONCRETE BLOCK BODE MINIMUM BLOCK WALL R3 0.232 0 400 0.333 a a s 6.43 11 08 9.22 6 01 22.01 862 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G Vy 1 D-c2om CODE MINIMUM 0.870 0.400 s a 24.10 11.08 22.65 10.05 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W W f BLOCK WALL R3 CONCRETE BLOCK RkCjCK WALL R3 0 333 0.232 0.333 s s w 9 22 6.43 9.22 8.62 6.01 8.62 0 0 0 0 0 0 0 0 0 0 0 0 0 0 96 0 0 78 0 0 719 0 0 673 1 D-c2om 16B-19ad 165-30ad 0.870 0.049 0.032 w 24.10 1.36 0.89 57.66 2.67 1.74 0 195 0 0 198 0 0 269 0 0 528 0 18 210 0 1 210 0 434 285 0 1038 560 0 C C F 22A-tpl 0.989 27.40 0.00 198 20 548 0 210 12 329 0 61 c) AED excursion 1 1151 1 1 1 511 Envelope loss/gain 30331 24911 1 1 176571 2782 12 j a) Infiltration 280 96 168 58 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants 230 0 0 230 Appliances/other 600 0 Subtotal (lines 6 to 13) 3314 3187 1935 3069 Less external load 0 0 0 0 14 Less transfer Redistribution Subtotal 0 0 3314 0 0 3187 0 172 2107 0 172 3241 15 Duct loads 12% 16% 391 498 12% 16% 248 507 I Tot a loadcfm) IAir I I 3168I 31773I I I 2107 I 3176I Calculations aooroved by ACCA to meet all reauirements of Manual J 8th Ed wrightsaft Rig ht-Suite® Universal 2017 17.0.03 RSU08373 2016-May-04 12:19:42 Page 6 Documents\VVrightsofl HVAC\708 GARDEN COURT.rup Cak = MJB Front Door faces: S Right-M Worksheet Entire House SPEEDY CALC'S LLC Job: 106 GARDEN COVE COURT Date: APRIL 27, 2016 By: TRICIA HIGGINS Plan: INSIDE RENOVATION 2805 STATEN DRIVE, DELTONA, FL 32738 Phone: 407 314-8495 Fax: 407 322-5788 Email: SPEEDYCALCS®YAHOO.COM Web: WVWV.SPEEDYCALCS.COM 1 Room name BATH LIVING 2 3 4 5 Exposed wall Room height Room dimensions Room area 7.0 11 8.0 it heal/cool 7.0 x 9.0 it 63.0 fig 15.0 ft 8.0 it heal/cool 10 x 309 0 it 309.0 1t' Ty I Construction number U-value Stuh/ft'-'F Or I HTM Btuh/ft-) I Area (ft') or perimeter (R) I Load Bluh) I Area or perimeter (11) Load Bluh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 W BLOCK WALL R3 ID-c2om ID-c2om 1 D-c2om 7 D-c2om 7 Dc2om CONCRETE BLOCK QyiQE MINIMUM BLOCK WALL R3 111.10 CONCRETE BLOCK BODE MINIMUM BLOCK WALL R3 1D-c2om CODE MINIMUM BLOCK WALL R3 CONCRETE BLOCK AVClCK WALL R3 7 D-c2om 1613-79ad 768-30ad 22A-lpl 0.333 0.870 0.870 0.870 0.870 0.870 0.232 0.400 0.333 0.600 0.232 0.400 0.333 0.870 0.400 0 333 0.232 0.333 0.870 0.049 0.032 0.989 n n n n n n n n e a a a s s s s s w w 9.22 24.10 24.10 24.10 24.10 24.10 6.43 11.08 922 16.62 6.43 11.08 9.22 24.10 11.08 9.22 6.43 9.22 2410 1.36 0.89 27.40 8.62 22.65 22.65 22.65 22.65 22.65 6.01 9.94 8.62 18.54 6.01 22.81 8.62 22.65 10.05 8.62 6.01 8.62 57.66 2.67 1.74 0.00 56 9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 63 0 63 47 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 63 0 7 434 217 0 0 0 0 0 0 0 0, 0 0 0 0 0. 0 0 0 0. 86 0 192 405 204 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 168 0 0 0 0 0 0 0 0 0 0 0 0 0 0 120 30 0 0 0 0 0 309 0 309 0 0 0 0 0 0 0 0 0 0 0 0 90 30 0 0 0 0 0 309 0 15 0 0 0 0 0 0 0 0 0 0 0 0 830 723 0 0 0 0 0 419 0 411 0 0 0 0 0 0 0 0 0 0 0 0 776 679 0 0 0 0 0 824 0 0 try t--D W W C C F 61 c) AED excursion 28 114 Envelope loss/gain 928 749 1 1 23831 2166 12 a) Infiltration b) Room ventilation 98 0 34 0 210 0 72 0 13 Internal gains Occupants ® 230 0 0 0 0 Appliances/other 0 900 Subtotal (lines 6 to 13) 1026 782 2594 3138 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 12% 16% 0 0 0 1026 121 0 0 0 782 122 12% 16% 0 0 123 2716 320 0 0 123 3260 510 I I Total room load IAirrequired (cfm) I I 114 9051 I I 30371 3777I Calculations aooroved by ACCA to meet all requirements of Manual J 8th Ed WtrlghtsOTt' Right -Suite® Universal 2017 17.0.03 RSU06373 2016 May 04 12:19: Page 7DowmentsWVrighisoftHVACN06GARDENCOURT.rup Cak = MJ8 Front Door faces: S Right -Al Worksheet Entire House SPEEDY CALC'S LLC Job: 106 GARDEN COVE COURT Date: APRIL 27, 2016 By: TRICIA HIGGINS Plan: INSIDE RENOVATION 2805 STATEN DRIVE, DELTONA, FL 32738 Phone: 407 314-8495 Fax: 407 322-5788 Email, SPEEDYCALCSCYAHOO.COM Web: WWW.SPEEDYCALCS.COM 1 Room name AC L 2 Exposed wall 0 1t 0 R 3 Room height 8.0 It heat/cool 8.0 11 heallcool 4 5 Room dimensions Room area 3.0 x 3.0 1t 9.0 it, 3.0 x 3.0 R 9 0 ft, Ty Construction U-value Or I HTM I Area (ft') I Load I Area (ft') Load numberI Btuh/ft -•F Btuwft) or perimeter (ft) Btuh) or perimeter (R) I (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 1 BLOCK,WALLR3 0.333 n 9.22 862 0 0 0 0 0 0 0 0 1 D-c2om 0.870 n 24.10 22.65 0 0 0 0 0 0 0 0 1 D-c2om 0.870 n 24.10 22.65 0 0 0 0 0 0 0 0 1 D-c2om 0.870 n 24.10 2265 0 0 0 0 0 0 0 0 G11 1 D-c2om 0.870 n 24.10 22.65 0 0 0 0 0 0 0 0 1 D-c2cm 0.870 n 24.10 22.65 0 0 0 0 0 0 0 0 t-G CONCRETE BLOCK 0.232 n 643 6.01 0 0 0 0 0 0 0 0 OPRE MINIMUM 0.400 n 11.08 9.94 0 0 0 0 0 0 0 0 Vy BLOCK WALL R3 0.333 a 9.22 8.62 0 0 0 0 0 0 0 0 L-D 11J0 0,600 a 16.62 16.54 0 0 0 0 0 0 0 0 t-G CONCRETE BLOCK 0.232 a 6.43 6.01 0 0 0 0 0 0 0 0 6WBE MINIMUM 0.400 a 11.08 2281 0 0 0, 0 0 0 0 0 BLOCK WALL R3 0.333 s 9.22 8.62 0 0 0 0 0 0 0 0 1 D-c2om 0.870 s 24.10 22.65 0 0 0 0 0 0 0 0 CODE MINIMUM 0.400 s 11.08 10.05 0 0 0 0 0 0 0 0 W BLOCK WALL R3 0.333 s 9.22 8.62 0 0 0 0 0 0 0 0 W CONCRETE BLOCK 0.232 s 6.43 6.01 0 0 0 0 0 0 0 0 Vy Rk%CK WALL R3 0.333 w 9.22 8.62 0 0 0 0 0 0 0 0 1 D-c2om 0 870 w 24.10 57.66 0 0 0 0 0 0 0 0C, C 168-19ad 0.049 1.36 2.67 9 9 12 24 9 9 12 24 C 16B-30ad 0.032 0.89 1.74 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 27.40 0.00 9 0 0 0 9 0 0 0 61 c) AED excursion 1 1 Envelope loss/gain 12 23 1 1 12 23 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants 230 0 0 0 0 Applianceslother 0 0 Subtotal (lines 6 to 13) 12 23 12 23 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 12 23 12 23 14 Subtotal 0 0 0 0 15 Duct loads 12% 16% 0 0 12% 16% 0 0 I I Total01Airreguired (dm) I I I 0I 0I I I 0 I 0 Calculations aooroved by ACCA to meet all requirements of Manual J 8th Ed. wlrightsoft, Right -Suite® Universal 201717.0.03 RSU08373 2016-May-0412:19.42 Page 8 Documents\Wrightsoft HVACN06 GARDEN COURT.rup Calc = MJ8 Front Door faces: S Right-M Worksheet Entire House SPEEDY CALLS LLC Job: 106 GARDEN COVE COURT Date: APRIL 27, 2016 By: TRICIA HIGGINS Plan: INSIDE RENOVATION 2805 STATEN DRIVE, DELTONA, FL 32736 Phone: 407 314-8495 Fax: 407 322-5788 Email: SPEEDYCALCS@YAHOO.COM Web: WVWV.SPEEDYCALCS.COM 1 Room name WC BEDROOM 2 Exposed wall 8.0 ff 26.0 8 3 Room height 9.0 it heal/cool 9.0 fl heaVcool 4 5 Room dimensions Room area 3.0 x 5.0 it 15.0 f t' 12.0 x 14.0 It 168 0 fit Ty Construction U-value Or I HTM I Area (ft') I Load I Area (fix) Load numberI Stuh/ft'-'F Btuh/ft) or perimeter (fi) Btuh) or perimeter (R) I (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 BLOCK WALL R3 0,333 n 9.22 8.62 0 0 0 0 0 0 0 0 1 D-c2om ID-c2om 0.870 0.870 n n 24.10 24.10 22.65 22,65 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G11 ID-c2om 1 D-c2om 0.870 0.870 n n 24.10 24.10 22.65 22.65 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 D-c2om CONCRETE BLOCK SPQE MINIMUM 0.870 0.232 0 400 n n n 24.10 6.43 11.08 22.65 6.01 9.94 0 0 0 0 0 0 0 0 0 0 0 0 0 108 34 0 74 0 0 476 377 0 445 338 Vy L- Vy BLOCK WALL R3 11J0 0.333 0.600 e a 922 16.62 8.62 18.54 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0D VY t--G CONCRETE BLOCK BODE MINIMUM BLOCK WALL R3 0.232 0.400 0.333 a a s 6.43 11.08 9 22 6.01 2281 8.62 45 0 0 45 0 0 289 0 0 270 0 0 126 12 0 114 2 0 733 133 0 665 274 0 1 D-c2om CODE MINIMUM 0.870 0.400 s s 24 10 11.08 22.65 10.05 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W W BLOCK WALL R3 CONCRETE BLOCK RkWK WALL R3 0.333 0.232 0.333 s s w 922 6.43 9.22 8.62 6.01 8.62 0 27 0 0 27 0 0 174 0 0 162 0 0 0 0 0 0 0 0 0 0 0 0 0 1 D-c2om 16B-19ad 1613-30ad 0 870 0.049 0.032 w 24 10 1.36 0.69 57.66 2.67 1.74 0 0 15 0 0 15 0 0 13 0 0 26 0 0 168 0 0 168 0 0 149 0 0 292 C C F 22A-tpl 0.989 27.40 0.00 15 8 219 0 168 26 712 0 61 c) AED excursion 18 76 Envelope loss/gain 6951 441 1 1 2579 1958 12 j a) Infiltration 126 43 410 140 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants ® 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 821 484 2989 2098 Less external load 0 0 0 0 14 Less transfer Redistribution Subtotal 0 0 821 0 0 484 0 180 3169 0 362 2460 Duct loads 12% 18% 97 87 12% 18% 374 440I15 L I load Airrequi d (cfm) I I I 942161 527I I I 3561 I 2136I Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri9~ tsof Right -Suite® Universal 2017 17.0.03 RSU08373 2016-May-0412:19:42 Page 9 Documents\ Wrightsoft HVAC\706 GARDEN COURT.rup Calc = MJ8 Front Door faces: S Right-M Worksheet Entire House SPEEDY CALC'S LLC Job: 106 GARDEN COVE COURT Date: APRIL 27, 2016 By: TRICIA HIGGINS Plan: INSIDE RENOVATION 2805 STATEN DRIVE, DELTONA, FL 32738 Phone: 407 314-8495 Fax: 407 322-5788 Email. SPEEDYCALCS@YAHOO.COM Web WWW.SPEEDYCALCS.COM 1 Room name 2 Exposed wall 3.0 It 3 Room height 9.0 ft heal/cool 4 Room dimensions 3.0 x 10.0 ft 5 Room area 30.0 f N Ty Construction U-value Or I HTM I Area (III) I Load I Area Load numberI Btuh/ftl F Btuh/ft') or perimeter 01) Btuh) or perimeter I Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 BLOCK WALL R3 0.333 n 9.22 862 0 0 0 0 1 D-c2om 0.870 n 24.10 22.65 0 0 0 0 1 D-c2om 0.870 n 24.10 22.65 0 0 0 0 ID-c2om 0.870 n 24.10 22.65 0 0 0 0 G11 ID-c2om 0.870 n 24.10 22.65 0 0 0 0 1 D-c2om 0.870 n 24.10 22.65 0 0 0 0 try G CONCRETE BLOCK 0.232 n 6.43 6.01 0 0 0 0 r?pQE MINIMUM 0 400 n 11.08 9.94 0 0 0 0 try D BLOCK WALL R3 0.333 a 9.22 8.62 0 0 0 0 11J0 0.600 a 18.82 18.54 0 0 0 0 W T--G CONCRETE BLOCK 0.232 a 6.43 6.01 0 0 0 0 SOPE MINIMUM 0.400 a 11.06 22.81 0 0 0 0 BLOCK WALL R3 0.333 s 9.22 8.62 0 0 0 0 ID-c2om 0.870 s 24.10 22.65 0 0 0 0 CODE MINIMUM 0.400 s 11.08 10.05 0 0 0 0 W BLOCK WALL R3 0.333 s 9.22 8.62 0 0 0 0 W CONCRETE BLOCK 0.232 s 6.43 6.01 27 27 174 162 try 1 Rk(JCCK WALL R3 0.333 w 9.22 8.62 0 0 0 0 1 D-c2om 0.870 w 2410 5766 0 0 0 0 C 16B-19ad 0.049 1.36 2.67 30 30 41 80 C 1613-30ad 0.032 0.59 1.74 0 0 0 0 F 22A-tpl 0.989 27.40 0.00 30 3 82 0 Gj c) AED excursion 9 Envelope loss/gain 1 296 233 12 a) Infiltration 47 16 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliancesiother 0 Subtotal (lines 6 to 13) 344 249 Less external load 0 0 Less transfer 0 0 Redistribution 344 249 14 Subtotal 0 0 15 Duct bads 12% 18% 0 0 I I '' dAirI I I 0I 0I 1 1 1 1 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft' 2016-May-04 12:19.42 Right- SuRe®Universel 2017 17.0.03 RSU08373 Page 10 vocumentsWightsoft HVAC%106 GARDEN COURT.rup Calc = MJ8 Front Door faces: S BATH BEDROOM 2 10 x 6 52 C6n cm 12 x 10 199 chn r BEDROOM 3 ®I12x10 176 Cfm 9 Sheet 1 14" 2- 1e x 1e KITCHEN 12 x 10 173 Cfm 24x20 1417 Cfm LIVING 12 x 10 177 cfm 12 x BATH 2 FOY R 30 Cfm ! 12x8 10x10 Ox10 12x8 155 Cfm 165 Cfm BEDROOM BEDROOM 1s 14 10x6 82 Cfm SITTING M. ZBEDROOM 12 x 12 CM 161 Cfm 8x4 ® 12x6 59 cfm 85 cfmJLAUNDRY M BATH 8 XC4 Job #: 106 GARDEN COVE COURT SPEEDY CALVS LLC Scale: 1 : 104 Performed by TRICIA HIGGINS for: Page 18HALBERT 106 GARDEN COVE COURT 2805 STATEN DRIVE RightSuiteO Universal 2017 SANFORD, FL 32771 DELTONA, FL 32738 17.0.03 RSU08373 Phone: 407 314-8495 Fax: 407 322-5788 2016-May-04 12:20:25 WWW.SPEEDYCALCS.COM SPEEDYCALCS@YAHOO.... ...htsoft HVAC%106 GARDEN COUR... Duct System Summary Job: 106 GARDEN COVE COURT Date: APRIL 27, 2016 Entire House By: TRICIA HIGGINS SPEEDY CALC'S LLC Plan: INSIDE RENOVATION 2805 STATEN DRIVE, DELTONA, FL 32738 Phone: 407 314-8495 Fax: 407 322-5788 Email: SPEEDYCALCS@YAHOO.COM Web: WWW.SPEEDYCALCS.COM Project• • For: AARON & KALEIGH ALBERT 106 GARDEN COVE COURT, SANFORD, FL 32771 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.50 in H2O 0.31 in H2O 0.19 in H2O 0.094 / 0.094 in H2O 0.116 in/100ft 1417 cfm 161 ft Cooling 0.50 in H2O 0.31 in H2O 0.19 in H2O 0.094 / 0.094 in H2O 0.116 in/100ft 1417 cfm I Supply Branch Detail Table Name Design Btuh) Htg MITI) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BATH h 905 52 43 0 0 Ox 0 VIFx 0 0 BATH 2 h 532 30 25 0 0 Ox 0 VIFx 0 0 BEDROOM h 2900 161 136 0 0 Ox 0 VIFx 0 0 BEDROOM 2 C 4227 177 199 0 0 Ox 0 VIFx 0 0 BEDROOM 3 C 3747 107 176 0 0 Ox 0 VIFx 0 0 BEDROOM 4 h 3416 155 130 0.116 7.0 Ox 0 VIFx 26.0 135.0 st1 BEDROOM 5 h 3642 165 140 0.129 7.0 Ox 0 VIFx 15.0 130.0 st1 KITCHEN C 3685 168 173 0 0 Ox 0 VIFx 0 0 LAUNDRY h 1000 59 47 0 0 Ox 0 VIFx 0 0 LIVING C 3770 138 177 0 0 Ox 0 VIFx 0 0 M BATH h 1302 85 61 0 0 Ox 0 VIFx 0 0 SITTING C 1733 79 82 0 0 Ox 0 VIFx 0 0 WC h 571 42 27 0 0 Ox0 VIFx 0 0 Supply Trunk Detail Table Name Trunk Type Htg Cfm) Clg cfm) Design FR Veloc fpm) Diam in) H x W in) Duct Material Trunk st1 Peak AVF 320 270 0.116 724 9.0 0 x 0 VinlFlx C wri ht5oft' 2016-May-0412:19:44 9 Right -Suite® Universal 2017 17.0.03 RSU08373 Page 1 Documents\Wrightson HVAC%106 GARDEN COURT.rup Calc = MJ8 Front Door faces: S o Return Branch Detail Table Name Grill Size (in) Htg cfm) Clg cfm) TEL ft) Design FIR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb2 Ox 0 1417 1417 0 0.100 537 22.0 Ox 0 VIFx t wri htSOft• 2016-May-0412:19:449Right-SuRe®Univ erse1201717.0.03RSU08373 .. VocumentsMIrightsofl HVAC%106 GARDEN COURT.rup Calc = MJ6 Front Door faces: S Paget 4b AAMA Validator I Operations Administrator) CERTIFICATION PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION JELD-WEN Windows & Doors Ov DiNG P.O. Box 1329 Klamath Falls, OR 97601 # 1 c — 1 O Y4p `ORD Attn: Jason Kantola 1 v gRTr The product described below is hereby approved for listing in the next issue of the AAMA Certified Products Directory. The approval is based on successful completion of tests, and the reporting to the Administrator of the results of tests, accompanied by related drawings, by an AAMA Accredited Laboratory. The listing below will be added to the next published AAMA Certified Products Directory. SPECIFICATION RECORD OF PRODUCT TESTED AAMAIWDMA/CSA 101II.S.2/A440-08 R-PG35'-914x2134 (36x84)-H COMPANY AND CODE CPD NO. SERIES MODEL & PRODUCT MAXIMUM SIZE TESTEDDESCRIPTION BUILDERS VINYL (V-2500) FRAME SASHJELD-WEN Windows & Doors TILT SH Code: JW 5785 PVC)(O/X)(OG)(INS GL) 914 mm x 2134 mm 865 mm x 1065 mm MODIF)(REINF)(TILT)(ASTM) 3'0" x 7'0") 6' 2'10" x 3") 2. This Certification will expire December 20, 2016 (extended from December 20, 2014 per AAMA 106-14) and requires validation until then by continued listing in the current AAMA Certified Products Directory. 3. Product Tested and Reported by: National Certified Testing Laboratories Report No.: SJW2010-179 Date of Report: January 17, 2011 Date: August 1, 2014 (Amended September 8, 2014) Cc: AAMA JGS ACP-04 (Rev. 1/11) Validated for Certification h,.AaL oci ted Laboratories, Inc. Authorized for Certification T Ameri Architectural Manufacturers Association i Ap AiaW i TYMAL ELEVATION WrN FASMEY SPAC046 Installation Notes: 1. Seal flange/frame to substrate. 2. Use #8 PH or greater fastener though the nail fin with sufficient length to penetrate a minimum of 1' into the wood framing. For 2X wood frame substrate (min. S.G. = 0.42). 3. Host structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. This schedule addresses only the fasteners required to anchor the window to achieve the rated design pressure up to the size limitations noted. It is not intended as a guide to the installation process and does not address he sealing consideration that may arise in different wall conditions. For the complete installation procedure, see the instructions packaged with the window or go to www.jeld-wen.conVresourcesfinstallabon. NAIL FIN INSTALLATION MIX DISTANCE' FOR EDGE: 3/4• 2x WOOD FRAME 1' MIN. EMBEDMENT 1/4' MAX SHIM SPACE JAMB SECTION (TYP) HORIZONTAL SECTION NOTE C&A Musa MO" FWV A WMA OT—q BUILDERS VINYL SINGLE HUNG Max Frame I DP RATING IMPACT 36 x 84 35 NO General Notes: 1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code(IBC), the International Residential Code(IRC), the Florida Building Code(FBC) and the industry requirement for the stated conditions. 2. All glazing shall conform to ASTM E1300. 3. At minimum, glazing shall be single strength annealed insulating glass. 4. Use structural or composite shims where required. 5. Installation methods can be interchanged within the same opening. 6. An impact protective system is required where wind bourne debris protection is mandated by local building code. 7. Maximum saes are buck sizes and do not include fin or flange. 05/13/13 3250 Lakeport Blvd tWL]j)VMAVMBY: vex c• Klamath Falls, OR. 97601 D. Vezo NTSN Phone: (541) 882-3451 DISCLAIMER: This drawing and its contents are confidential and are not to be reproduced or copied in whole or in part or used or disclosed to others APPROVED BY: Builders Vinyl Tilt Single Hung Nail Fin Installation (36" x 84") DM499 NAIL FIN INSTALLATION MIN. DISTANCE FOR EDGE: 3/4' 11/2'MIN EMBEDMENT zx wAENi 2X WOOD FRAME FR MIN DISTANCE FOR EDGE. 3/4- 3SHIMv4•MAX SPACE1vz• MnEMBEDMFRAMEJ5HZSECTION (TYP) 1 VERTICAL SECTION0 0000 1/ 4• MAX 91SHIMSPACEJAMB SECT•IO,N(TYP) 3HORIZONTAL SECTION MIN. DISTANCE NOTE: CAA t.1 a N." F&.W A W4W 0Pn" FOR EDGE: 31C Installation Notes: 1. Seal flange/frame to substrate. 2. Use #8 PH or greater fastener though the nail fin with sufficient length to penetrate a minimum of 1 1/2' into the wood framing. For 2X wood frame substrate (min. S.G. = 0.42). 3. Host structure (wood buck, masonry, steel) to be designed and anchored to property transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. This schedule addresses only the fasteners required to anchor the window to achieve the rated design pressure up to the size limitations noted. It is not intended as a guide to the installation process and does not address he sealing consideration that may arise in different wall conditions. For the complete installation procedure, see the instructions packaged with the window or go to www. jeld-wen.com/resourcesrinstallafion. DISCLAIMER: This drawing and its contents are confidential and are not to be reproduced or copied in whole or in part or used or disclosed to others except as authorized by JELD-WEN Inc. Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2013A6.04 07:36.34 -04'00' 2X WOOD FRAME 1 1/2' MTN. EMBEDMENT BUILDERS VINYL FIXED WINDOW Max Frame I DP RATING IMPACT 72 x 72 +/-50 NO General Notes: 1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted Intemational Building Code(IBC), the International Residential Code(IRC), the Florida Building Code(FBC) and the industry requirement for the stated conditions. 2. All glazing shall conform to ASTM E1300. 3. At minimum, glazing shall be single strength annealed insulating glass. 4. Use structural or composite shims where required. 5. Installation methods can be interchanged within the same opening. 6. An impact protective system is required where wind boume debris protection is mandated by local building code. 7. Maximum sizes are buck sizes and do not include fin or flange. Q .•• i 7 _ PMECTENGINEER: DATE: 05/ 24/2013 5CXL1 NTS 3250 Lakeport Blvd YVT V Klamath Falls, OR. 97601 Phone: ( 541) 882-3451 DRAWN BY: D. Vezo ED J. Kantola TT = OP: • D6 7739 Builders Vinyl Fixed with Track Filler Window Nail Fin Installation (72" x 72") APPROVED BY: PART OIECTNo: 398 99e 4 IDENTIFIER NO. SIW2013-047- F PLANT NAME AND LOCATION: C CAD DWG. No.: REV: 00 SHEET 1OF4 Installation Notes: 1. Seal flange/frame to substrate. 2. Use #8 PH or greater fastener though the frame with sufficient length to penetrate a minimum of 1 1/2' into the wood framing. For 2X wood frame substrate (min. S.G. = 0.42). 3. Host structure (wood buck, masonry, steel) to be designed and anchored to property transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. This schedule addresses only the fasteners required to anchor the window to achieve the rated design pressure up to the size limitations noted. It is not intended as a guide to the installation process and does not address he sealing consideration that may arise in different wall conditions. For the complete installation procedure, see the instructions packaged with the window or go to 7 www.jeld-wen.com/resourcesriinstallation. DISCLAIMER: This drawing and its contents are confidential and are not to be OQ;: reproduced or copied in whole or in part or used or disclosed to others except as authorized by JELD-WEN Inc. Sea S9e Er Q Xe 336 THROUGH FRAME INSTALLATION 1 1/2' MIN. EMBEDMENT 1/4' MAX 3 SHIM SPADE MIN. DISTANCE ZFORE06E: 3/4' 1 JAMB SECTION (TYP) HORIZONTAL SECTION BUILDERS VINYL FIXED WINDOW Max Frame I DP RATING IMPACT 72 x 72 +/-50 NO General Notes: 1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code(ISC), the International Residential Code(IRC), the Florida Building Code(FBC) and the industry requirement for the stated conditions. 2. All glazing shall conform to ASTM E1300. 3. At minimum, glazing shall be single strength annealed insulating glass. 4. Use structural or composite shims where required. 5. Installation methods can be interchanged within the same opening. 6. An impact protective system is required where wind boume debris protection is mandated by local building code. 7. Maximum sizes are buck sizes and do not include fin or flange. PROJECT ENGINEER: DATE: 3250 Lakeport Blvd06/03/2013 TVT ORAYM BY: SCALE, DVENKlamath Falls, OR. 97601 D. Vezo NTS J Phone: (541) 882-3451 CHECKED BY: TR1E: J. Kantola APPROVED BY: Builders Vinyl Fixed with Track Filler Window P RTPR ,: Through Frame Installation (72" x 72") 0w/39 IDENTIFIER N0. W Wf NAME AND KOCATIDN: CAD DWG. Na: REV: SNEET SIW2013-047-F c 00 2 of 4 Io s ore. tax nau aoeFRANZkin TIBBIrwc L rumor UVIN (TB• WAX) TYPICAL ELEVATION WITH FASTENER SPACING MIN DISTANCE FOR EDGE: l' In• ad'. MA30MY BLOCK 2 4 a .. 1 v4• MITL ar 3 EMBEDMENT n. v4• MAx SHIM SPACE r- FRAME SECTION (TYP) VERTICAL SECTION v4• MAX SWIM SPACE 4 V 1 1/4• MIN V EMBEDMENT 4 ' 2 4 MASONRY a BLOCK MW.DISTANM FOR EDGE; 2 VT Installation Notes: 1. Seal flange/frame to substrate. 2. Use 3116" Tapcon or equivalent fasteners through frame with sufficient length to penetrate a minimum of 1 114" into concrete or masonry at each location with a 2112" min from edge distance. For concrete min. fc = 3000psi) or masonry substrate (CMU shall adhere to ASTM C90). 3. Host structure (wood buck, masonry, steel) to be designed and anchored to property transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. This schedule addresses only the fasteners required to anchor the window to achieve the rated design pressure up to the size limitations noted. It is not intended as a guide to the installation process and does not address he sealing consideration that may arise in different wall conditions. For the complete installation procedure, see the instructions packaged with the window or go to www.jeWwen.com/resourcesrinstallafion. DISCLAIMER: This drawing and its contents are confidential and are not to be reproduced or copied in whole or in part or used or disclosed to others except as authorized by JELD-WEN Inc. 0%1tdA. '111/// O Lr W lit sse MASONRY INSTALLATION 1 1/4• MIN EMBEDMENT 1/ 4• AW Q 3 SKM SPACE o a e 2 o MIN. DISTANCE °• FOR EDGE• 21/2' ° ' ' MASONRY BLOCK JAMB SECTION (TYP) HORIZONTAL SECTION BUILDERS VINYL FIXED WINDOW Max Frame I DP RATING IMPACT 72 x 72 +/-50 NO General Notes: 1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted Intemational Building Code(IBC), the International Residential Code(IRC), the Florida Building Code(FBC) and the industry requirement for the stated conditions. 2. All glazing shall conform to ASTM E1300. 3. Al minimum, glazing shall be single strength annealed insulating glass. 4. Use structural or composite shims where required. 5. Installation methods can be interchanged within the same opening. 6. An impact protective system is required where wind bourne debris protection is mandated by local building code. 7. Maximum sizes are buck sizes and do not include fin or flange. 3250 Lakeport Blvd 06/03/2013 JMDAWEN DRAWNBY: SCALE Klamath Falls, OR. 97601 D. Vezo NTS Phone: (541) 882-3451 aeo® aY: TITLE: J. Kantola APPROVED BY: Builders Vinyl Fixed with Track Filler Window v EQ Masonry Installation (72" x 72") PD UO/9 IDENTIFIER H(L PIANr NAME.. LOCATION: CAD OwG. No.: REV: SHEET SJW2013- 047-F C 00 J OF 4 Min embedment 1 of three threads Pw frame 16 gauge min 2 Steel Stud 1/4' MAX SHIM SPACE FRAME SECTION (TYP) VERTICAL SECTION 1/4' MAX SHIM SPACE 3 2 Is gouge min Stec Stud 1 Min. embedment of three threads Post frame Installation Notes: 1. Seal flangelframe to substrate. 2. For anchoring into metal framing use #8 TEK Self Tapping screws with sufficient length to achieve a minimum embedment of three threads past the frame thickness. Steel substrate min.l8ga., fy = 33 ksi. 3. Host structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. This schedule addresses only the fasteners required to anchor the ,` 11 t c iA. ' 11111windowtoachievetherateddesignpressureuptothesizelimitations * noted. It is not intended as a guide to the installation process and does Or - not address he sealing consideration that may arise in different wall t conditions. For the complete installation procedure, see the instructions ZZ packaged with the window or go to 7 www.jeld-wen.com/resourcesrinstal[aUon. DISCLAIMER: This drawing and its contents are confidential and are not to be 0,. •'eel OP;: reproduced or copied in whole or in part or used or disclosed to others except as authorized by JELD-WEN Inc. aea STEEL INSTALLATION 18 gauge min Steel Stud 1/4" MAX SHIM SPACE Min. embedment of three threads past frame JAMB SECTION (TYP) HORIZONTAL SECTION BUILDERS VINYL FIXED WINDOW Max Frame I DP RATING IMPACT 72 x 72 +/-50 NO General Notes: 1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code(IBC), the International Residential Code(IRC), the Florida Building Code(FBC) and the industry requirement for the stated conditions. 2. All glazing shall conform to ASTM E1300. 3. At minimum, glazing shall be single strength annealed insulating glass. 4. Use structural or composite shims where required. 5. Installation methods can be interchanged within the same opening. 6. An impact protective system is required where wind bourne debris protection is mandated by local building code. 7. Maximum sizes are buck sizes and do not include fin or flange. VKUJMi enmmeex: MVM BY: D. Vezo CHECKED BY: J. Kantola Er APPROVED BY: cr PART PRO] 998 IDENTIFIER Na SJW2013-04 3250 Lakeport Blvd06/03/2013 Klamath Falls OR. 97601scAlF NTS I Phone: (541) 882-3451 Builders Vinyl Fixed with Track Filler Window Steel Installation (72" x 72") NAME AND LOCATION: I CAD DWG. Na: I REV: 00 I SHEET 4 OF 4 Validator/ Operations Administrator) JELD-WEN Windows & Doors P.O. Box 1329 Klamath Falls, OR 97601 Attn: Jason Kantola AAMA CERTIFICATION PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION The product described below is hereby approved for listing in the next issue of the AAMA Certified Products Directory. The approval is based on successful completion of tests, and the reporting to the Administrator of the results of tests, accompanied by related drawings, by an AAMA Accredited Laboratory. 1. The listing below will be added to the next published AAMA Certified Products Directory. SPECIFICATION RECORD OF PRODUCT TESTEDAAMA/WDMA/CSA 101/I.S.2/A440-08 R-PG50-1829x1829 (72x72)-FW COMPANY AND CODE CPD NO. SERIES MODEL & PRODUCT MAXIMUM SIZE TESTED DESCRIPTION BUILDERS VINYL PW (7657) JELD-WEN Windows S Doors W/TRACK FILLER FRAME Code: JW 10889 PVC)(0)(OG)(INS GL) 1829 mm x 1829 mm ASTM) 6'0" x 6'0") 2. This Certification will expire May 1, 2017 and requires validation until then by continued listing in the current AAMA Certified Products Directory. 3. Product Tested and Reported by: National Certified Testing Laboratories Report No.: SJW2013-047 Date of Report: May 17, 2013 Date: May 20, 2013 Cc: AAMA JGS ACP-04 (Rev. 1111) Validated for Certification Ad'tL'Ai, 4 w ociled Laboratories, Inc. Authorized for Certification American Architectural Manufacturers Association BUILDING DROPS 398 East Dania Beach Dania Beach, FL 33004 Suite 8 A Perfect Solution in Every Drop 954.399,8478 PH Certificate of Authorization: 29578 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report Of JELD-WEN, inc. Builders Vinyl (V-2500) Fixed Window with Track Filler for Florida Product Approval Report No. 3041 Current Florida Building Code Method: 1 — A (Certirication) Category: Windows Sub — Category: Fixed Product: Builders Vinyl (V-2500) Fixed Window with Track Filler Material: PVC Product Dimensions: 72"X 72" Prepared For: JELD-WEN, inc. 3737 Lakeport Blvd. Klamath Falls, OR. 97601 0111it11,,, Prepared by: %`ES F. p -' 14%. Hermes H. Norero, P.C. F Florida Professional Engineer # 73778 . 0 Date:07/23/2014 = — Contents: - O T T C Evaluation Report Pages I — 4 Installation Details Pages 5 - 6 C>. n C DP:•' • Digitally signed by Hermes F. Norero, PS """'••G\` Reason: I am a rovin this document ir ,/DNA1- Date: 2014.08.1415:05:10-04'00' Hermes F. Norero, P.E. Florida No. 73778 BUILDING DROPS A\\) A Perfect Solution in Every Drop Certificate of Authorization: 29578 Manufacturer: JELD-WEN, Inc. Product Category: Windows Product Sub -Category: Fixed Date: 07/23/2014 Report No: 3041 Compliance Method: State Product Approval Method (1)(a) Product Name: Builders Vinyl (V-2500) Fixed Window with Track Filler 72" X 72" Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for JELD-WEN Inc. based on Method 1a of the State of Florida Product Approval, Department of Business and Professional Regulation - Florida Building Commission. Limits of Use: Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the current Florida Building Code. See Installation Instructions SJW2013-047-FBC, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the current Florida Building Code, excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the current Florida Building Code and does require an impact resistant covering. S. Site conditions that deviate from the details of drawing SJW2013-047-FBC require further engineering analysis by a licensed engineer or registered architect. 6. See Installation Instructions SJW2013-047-FBC for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 6 BUILDING DROPS 2014 A Perfect Solution in Every Drop Date: 0 o: 3041 Certificate of Authorization: 29578 Report NO: 341 Certification Agency: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a Certification Agency through American Architectural Manufacturers Association (FBC Organization #CER1498) Performance Standards: The product described herein has been tested per: Referenced Data: AAMA/WDMA/CSA 101/I.S.2/A440-08 1. Product Testing performed by NCTL NW FBC Organization # TST9341) Report #: SJW2013-047, Report Date: 05/17/2013 2. Certification Agency American Architectural Manufacturers Association FBC Organization #: CER1498) Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 6 BUILDING DROPS A\\)\ 2014 A Perfect Solution in Every Drop Date: 0 o: 3041ReportNo: 3041 Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates areas follows: Through Frame Installation: A. For two by (2X) wood buck substrate, use #8 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete or masonry substrate where one by (1X), non-structural, wood bucking is employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. D. For steel stud substrate, use #8 ITW TEK Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Nail Fin Installation: A. For two by (2X) wood buck substrate, use #8 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. Refer to Installation Instructions (SJW2013-047-FBC) for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure Positive 50 PSF Negative 50 PSF Hermes F. Norero, P.E. Florida No. 7.3778 Page 4 of 6 BUILDING DROPS 2014 A Perfect Solution in Every Drop Date: 0 Certificate of Authorization: 29578 Report Noo:: 3041341 Installation Method JELD-WEN, inc. Builders Vinyl (V-2500) Fixed Window with Track Filler WINDOW 1Y m (Tr ") TYPICAL ELEVATION WITH FASTENER SPACING Nail Fin Installation THBu L FIN Hermes F. Norero, P.E. Florida No. 73778 Page 5 of 6 BUILDING DROPS A\\) A Perfect Solution in Every Drop Certificate of Authorization: 29578 Date: 07/23/2014 Report No: 3041 JELD-WEN, inc. Builders Vinyl (V-2500) Fixed Window with Track Filler 10 $/a- C.C. a- MAL M&X iHRU FKM RµE COMMIT' y,5 wwwa MMM (7:r WX ) TYMAL ELEVA TTON WtTM FASTENER SPACING Through Frame Installation 10 0 o.c To ntAvE Hermes F. Norero, P.E. Florida No. 73778 Page 6 of 6 NOTICE OF PRODUCT CERTIFICATION Company: Jeld-Wen Exterior Doors Certification No.: 3737 Lakeport Boulevard Certification Date: Klamath Falls, OR 97601 Expiration Date: Revon Date• NI009861-R4 Page 3 04/14/2009 10/31/2020 01/14/2015 Product: Series "Glad iator/Fin ish ield " Glazed Wood Edge Steel Doors w/ or w/o Side-Lites oi_ w/Wood Frame unless noted) APR 0 7 Specification: TAS 202-94/ASTM E283-04/E330-02/E331- 001-.-T. _ _ e"-Notice_oCPtoduct_Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The 411labelrepresentsproductconformitytotheapplicablespecificationandthatallcertificationcriteriahasbeensatisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namicertirication.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). Inswing Glazed Design Missile Test Report Number Configuration or or Maximum Pressure Impact Drawing Number & Outswing Opaque Size Pos/Neg Rated Comments X I/S or Glazed 312" x 6' 10" 45/45 No NCTL-210-3558-1/210-3558- I A Single O/$ Max Panel Size 3'0" x 6'T'Daylight Opening: 17' x 5'3" w/o Surface Bolts Installation Details- JW 122008(1-14yJW 192008(1-14) X I/$ or Glazed 312" x 6' 10" 55/-55 No NCTL-210-3558-1/210-3558-IA Single O/S Max Panel Size: 3'0" x 6'7"Daylight Opening: 17' x 57' w/Surface Bolts Installation Details: JW122008(1-14YJW192008(1-14) OX/XO I/S or Glazed 613" x 6' 10" 45/45 No NCTL-210-3558-1/2W-35584A Single w/Sidelite O/S Max Panel Size: 3'0" x 6'T'Daylight Opening: 1'9" x 57' w/o Surface Bolts Installation Details: JW122008(1-14yJW192008(1-14) OX/XO 1/S or Glazed 613" x 6' 10" 55/-55 No NCTL-210-3558-1/210-3558- I A Single w/Sidelite O/S Max Panel Size: 3'0" x 6'7"Daylight Opening: 1'9" x 5'3" w/Surface Bolts Installation Details: J W 122008(1-14yJW 192008(1-14) XX I/S or Glazed 612" x 6' 10" 45/45 No NCTL-210-3558-1/210-3558-IA Double O/$ Max Panel Size: 3'0" x 67'Daylight Opening: 17' x 5'3" w/o Surface Bolts Installation Details: JW1220081-14 JW1920081-14 XX I/S or Glazed 6'2" x 6' 10" 55/-55 No NCTL-210-3558-1/210-3558-IA Double O/$ Max Panel Size: 3'0" x 6'T'Daylight Opening: 17' x 5'3" w/Surface Bolts Installation Details: JW1220081-14 JW1920081-14 National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 23072 Tel: (804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: NOTICE OF PRODUCT CERTIFICATION Company: Jeld-Wen Exterior Doors Certification No.: NI009861-R4 Page 4 3737 Lakeport Boulevard Certification Date: 04/14/2009 Klamath Falls, OR 97601 Expiration Date: 10/31/2020 Revision Date: 01/14/2015 Product: Series "Gladiator/Finishield" Glazed Wood Edge Steel Doors w/ or w/o Side-Lites w/Wood Frame unless noted) Specification: TAS 202-94/ASTM E283-04/E330-02/E331-00 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). Inswing Glazed Design Missile Test Report Number Configuration or or Maximum Pressure Impact Drawing Number & Outswing Opaque Size Pos/Neg Rated Comments OXX/XXO I/S or Glazed 913" x 6' 10" 45/45 No NCTL-210-3558-1/210-3558- I A Double w/Sidelite O/$ Max Panel Size: 3'0" x 67'Daylight Opening 1'9" x 5'3" w/o Surface Bolts Installation Details: JWI22008(1-14yJW192008(1-14) OXX/XXO I/S or Glazed 913" x 6' 10" 55/-55 No NCTL-210-3558-1/210-3558-IA Double w/Sidelite O/S Max Panel Size: 3'0" x 6'7"Daylight Opening 1'9" x 5'3" w/Surface Bolts Installation Details: JW122008(1-14yJW192008(1-14) OXO I/S or Glazed 914" x 6' 10" 45/45 No NCTL-210-3558-1/210-3558-IA Single w/Sidelites O/$ Max Panel Size 3'0" x 6'7"Daylight Opening: 17' x 5'3" g w/o Surface Bolts Installation Details: JW 122008(1-14yJ W 192008(1-14) OXO I/S or Glazed 914" x 6' 10" 55/-55 No NCTL-210-3558-1/210-3558-IA Single w/Sidelites O/$ Max Panel Size 3'0" x 6'7"Daylight Opening: 1'9" x 5'3" g w/Surface Bolts Installation Details:1W122008(I-14y1W192008(1-14) OXXO I/S or Glazed 12'5" x 6' 10" 45/45 No NCTL-210-3558-1/210-3558- I A Double w/Sidelites O/$ Max Panel Size: 3'0" x 67'Daylight Opening: 1'9" x 5'3" w/o Surface Bolts Installation Details: 1W1220081-14 JW1920081-14 OXXO 1/S or Glazed 12'5" x 6' 10" 55/-55 No NCTL-210-3558-1f210-3558-IA Double w/Sidelites O/$ Max Panel Size 3'0" x 6'7"Daylight Opening: 17' x 5'3" w/Surface Bolts Installation Details: JW1220081-14 JW1920081-14 National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 23072 Tel: (804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: JELD''NEN@ FINISHIELD/GLADIATOR STEEL DOOR, WOOD EDGE GLAZEDI2-04.6 OUTSWING DOOR SYSTEM 1. THE PRODUCT SHOWN HEREIN IS DESIGNED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FOC) BASED ON THE SIGNED AND SEALED DATE: INCLUDING HVHZ AND HAS BEEN EVALUATED IN ACCORDANCE WITH TAS 202-94 AND ASTM E331.00 AND ASTM E330-02. 2. 2X AND 1X WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE I, PAGE 1. 5. FLORIDA APPROVED IMPACT RESISTANCE SHUTTERS ARE REQUIRED FOR DOORS AND SIDELITES. 6. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING, INCLUDING OVALS. SUNBURST AND ROUND -TOPS. ALSO INCLUDED ARE INTERNAL AND EXTERNAL GRID, BLINDS nC BETWEEN GLASS, EXTERNAL WROUGHT IRON AND DECO. 7. SCALE BASED ON I lxl7 SHEET SIZE. 8. ALL I 8 2X TO BE 0.55 SPECIFIC GRAVITY OR GREATER. DOOR LEAF CONSTRUCTION: FACE SHEETS: THE FACE SHEETS ARE GLUED TO THE CORE AND SUBSTRATE WITH LMC ADHESIVE. CORE DESIGN: THE CORE CONSISTS OF 1-1.25 POUND DENSITY EXPANED POLYSTYRENE (EPS). PANEL CONSTRUCTION: EACH DOOR PANEL IS CONSTRUCTED FROM TWO SHEETS OF 25-GAUGE (.018' MINIMUM) GALVANIZED STEEL. THE FACE SHEETS ARE BENT 90' OVER THE 1.668' X 1.0' LVL (LAMINATED VENEER LUMBER) STILES AND TOP RAIL. THE AVERAGE MIN YIELD STRENGTH OF 25 GA SHEET STEEL SKIN IS 36,400 psi.THE 1.688-X1.203- BOTTOM RAIL CONSISTS OF ROLLED -FORMED GALVANIZED 25-GAUGE (.018' MINIMUM) STEEL. THE WOOD LOCK BLOCK IS 1.66W X 3 118' X 12". FRAME CONSTRUCTION: THE FRAME JAMBS 6 HEAD ARE CONSTRUCTED OF WOOD. THE SILL IS COMPRISED OF A NON-ADJUSTABLE COMPOSITE MATERIAL WITH ALUMINUM CLADDING. CORNERS ARE COPED, BUTTED, 8 SEALED USING SILICONE. THE HEAD AND SIDE JAMBS ARE FASTENED USING FOUR 16 GA. 7116' X 2' STAPLES PER CORNER. THE SILL AND SIDE JAMBS ARE FASTENED USING THREE 16 GA 7116' X 2' STAPLES PER CORNER. THE VERTICAL SOLID MULLION IS FASTENED THROUGH THE HEAD A SILL USING THREE 118X2-1 2' SCREWS PER ENO. A 31W HOLE IS DRILLED AT THE CENTER OF THE FRAME HEAT AND THRESHOLD WHERE A METAL STRIKE PLATE IS FASTENED USING TWO 06 X 1 1/2" SCREWS TO RECEIVE THE TOP AND BOTTOM ASTRAGAL BOLT. EACH FIXED PANEL IS SECURED INTO THE FRAME USING FOUR 16 GA 7116' X 2' LONG STAPLES PER STILE FASTENED THROUGH THE JAMBS. ALL MULLION JOINERY 8 THE FIXED PANELS I FRAME JOINERY ARE SEALED AT THE EXTERIOR USING 1199 SILICONE. MATERIAL PROTECTION ALL LATCHA OCK AND HINGE HARDWARE 148 112' MAX OVERALL FRAME WIDTH TO BE OF CORROSION RESISTANT MATERIAL OR CORROSION RESISTANT COATED. 37 114' MAX 74- MAX ANCHORING COMPONENTS MUST MEET THE FRAME WIDTH DOUBLE FRAME WIDTH CORROSION RESISTANT STANDARDS AS 35 314' MAX F72114, MAX IDENTIFIED IN THE FBC. PANEL WIDTH IF_ DOUBLE PANEL WIDTH SEE DETAIL A P tOTE 6 p / PEET 6 NOTES: 1 - ALL VIEWS FROM EXTERIOR. 2 - MULL POSTS 6 DOUBLE BACK x JAMBS ARE INTERCHANGEABLE. J SEE OPTIONAL CROSS SECTIONS) 3 - SURFACE BOLT NOT REQUIRED FOR APPLICATIONS REQUIRING OP45 OR O LESS. xg 4 - MASONRY AND CONCRETE INSTAL- z NOTE LATION DETAILS. m 5 - POSITION AND NUMBER OF ANCHORS IN HINGE JAMB, LATCH NOTE ! JAMB OR SIDELITE JAMB WILL BE THE SAME REGARDLESS OF ROUGH OPENING TYPE. FOR HORIZONTAL CROSS SECTION IN 1X BUCK OPTION IN MASONRYICONCRETE. SEE SHEET 8 FOR DETAILS. 6 - FOR VERTICAL ANCHOR IN 1X BUCK OPTION IN MASONRY/CONCRETE. SEE SHEET 6 FOR DETAILS. 37 114- MAX. FRAME WIDTH 35 314" MAX PANEL WIDTH r 11W vof21 11r i 22,1' 11W I, 21 21 118" MAX MANY/ e ...• MAX. O x O.L.O. D..O. O.L O. O.L.O. u WIDTH ATH WIO WIDTH G = w 26 w m ~ NOTE o 25 V! NOTE 2 N E r r FIXED Il INACTIVE Wl / I ACTIVE nI FIXED JJ Ol 4 / SURFACE BOLT M \ INIOTE 4 MULL POST J SEE NOTE 3 SEE DETAIL B SHEET6 DESIGN PRESSURE RATING WHERE WATER INFILTRATION REQUIREMENT IS NEEDED WHERE OVERHANG IS NOT USED WHERE WATER INFILTRATION REQUIREMENT IS NOT NEEDED WITHOUT SURFACE BOLTS WITH SURFACE BOLTS WITHOUT SURFACE BOLTS WITHOUT SURFACE BOLTS WITH SURFACE BOLTS POSITIVE 45 55 30 POSITIVE 45 55 NEGATIVE 05 55 1 -05 NEGATIVE 05 TABLE 1 JAMB MULL POST QUAD UNIT (OXXO) SCALE: 1R'=1'-0' OUTSWING NON -IMPACT) ILE OF CONTENTS 1 NOTE: UNIT SHALL BE INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG(OH) DESCRIPTION I RATIO - OH LENGTWOH HEIGHT IS EQUAL TO. OR GREATER THAN, 1.0 roli urcrn ONNocHr NoCrr Digitally signed by Hermes F. Norero, P.E. 1 t t r rr j, Reason: I am approving this document F Nn, date: 2015.01.07 145555 -05'00' STP : 'X Q P,: 4lold AL O m H 0 cc z O D_ Z W W Y 3J p r` J nWCro O n 71 Q O J J M LL aCyo Y (L tC 8 W w 0: W y i- U) 0aanF00Zj a op? w w00 > < loop i'o O ra _j x f a ILHN y0 wWwa a a HERMES F. NORERO AS NOTED er• WBOFLORIDAP.E.N0.73778 398 E. DANIA BEACH BLVD. aat S. FREY SUITE 3310 DANIA BEACH, FL 3301 FSPE CERT. OF AUTH. NO.29578 JW122008 I I MAX. OVERALL FRAME WIDTH 37 1/4' MAX. 37 1/4' MAX. 37 1IY MAX FRAME WIDTH FRAME WIDTH FRAME WIDTH 35 3/4• MAX 35 314• MAX PANEL WIDTH PANEL WIDTH P OTE 6 P ®NOTE 6 SEE DETAIL A 21118 21 1W MAX. MAX D.L.O. O.L.O. WIDTH WIDTH O e NOTE 4 NOTE 2 NOTE 2 NOTE R m r r FIXED FIXED q)VNOTE 4 OTE 4 MULL POST SHOWN SURFACE BOLT DBL-BACK JAMB MULL SEE NOTE 3 POST OPTIONAL TRI UNIT (OOXI OR (XOOI SCALE: IR'=1'-W SEE DETAIL / SHEET IV 35 PAP 3/4• MAX EL WIDTH 111 1/4• MAX. OVERALL FRAME WIDTH 37 1/4• MAX. 74' MAX FRAME WIDTH FRAME WIDTH 36 3/8' WITH 35 3/a• MAx. ASTRAGAL PANEL WIDTH MNOTE Fp M 6TE JSHEET6 SEEDETAILA SIM 21 118' r 21 1/8• 21 1W r sMAX JWIDTH D. L.O. 04..0. OTH D. O oS2 O W9 a a GiNOTNOTE4b NOTE NOTE 2 NOTE 5 FIXED INACTIVE 1 ACTIVE ACTIVE OTE 4 SEE DETAIL 8 MULL POST SHOWN OBL-BACK SHEET 6 JAMB MULL POST OPTIONAL PTOT. 4 112' MAX OVERALL FRAME WIDTH 37 1/4' MAX. FRAME WIDTH 37 1/2• MAX. FRAME WIDTH 37 1/4' MAX. FRAME WIDTH 35 3/4• MAX 35 314' MAX. PANEL WIDTH PANEL WIDTH J i'PVOTE 6 NOTE6 ASTRAGAL J 1\ v v}4oTE 4 SURFACE BOLT SEE NOTE 3 SEE DETAIL B SHEET 6 TRI UNIT (OXXI OR (XXOI SCALE: 1R' =l'-0' v r 211 21 1/8' r 1 1/8' NOTES: MAX, f1AAx MAX 11 1 - ALL VIEWS FROM EXTERIOR. O. L.O. D. O. O.L.O. 2 - MULL POSTS d DOUBLE BACK JAMBS ARE INTERCHANGEABLE. WIDTH WID WIDTH F SEE OPTIONAL CROSS SECTIONS) p x 3. SURFACE BOLT NOT REOUIRED FOR APPLICATIONS REOUIRING j OP45 OR LESS. 4. MASONRY AND CONCRETE INSTALLATION DETAILS. O 9 i 5 - POSITION AND NUMBER OF ANCHORS IN HINGE JAMB, LL LATCH JAMB OR SIDELITE JAMB WILL BE THE SAME NO Q NOTE 4 o REGARDLESS OF ROUGH OPENING TYPE. FOR HORIZONTAL NOTE 2 D CROSS SECTION IN I BUCK OPTION IN MASONRYICONCRETE, a NOfE 2 SEE SHEET 8 FOR DETAILS. NOTE 6 - FOR VERTIC M tFI)N 1X BUCK OPTION IN MASONItt 6 FOR DETAILS. QSHEETo s D 6;6 ACTIVE FIXED HERMES F. NORERO p FLORIDA P.E. NO.73776 p '; ' SEE DETAIL B NOT OPOTE 4 4 A 398 E. DANIA BEACH BLVD. O P :' SHEET 6 SURFACE BOLT MULL POST SHOWN - TRI UNIT (OXOI g( SUITE 338 FS •••• " G ` DANIA BEACH, FL 33004 i"' SEE NOTE 3 DBL-BACK JAMBMULL SCALE: 1/2' =1'-0 Ft /ONA'1108111; E?``` FBPE CERT. OF AUTH. NO.29571 POSOPTIONAL n 01ci03 1 I— c La zOQ? cm ZWLLGo Uj C) M Q MYa O O w - pow W00 533 o Odj < J wO > w m y b w x LLHN N V pNzwqOK } ww O F n Oil 8/ 12f08 E AS NOTED or. WBO or. S. FREY 940 " 0. JW 122008 ET2 " r 14 74• MAX. OVERALL FRAME WIDTH - 72 114" MAX. PANEL WIDTH 35 3l4• PANEL WIDTH SEE DETAIL A SHEET6 36 3A6• WITH ASTRAGAL P n OTE 6 I v 2 1 IM- F211 118' D. J"DTH WIDtq 0 I r INACTIVE ACTIVE NOTE 4 ASTRAGAL SEE DETAIL 8 SURFACE BOLT SHEET6 SEE NOTE 3 DUAL UNIT (XX) SCALE: 1/2' =1'-0' SEE DETAIL A SHEET6 SEE DETAIL A SHEET6 O m a Tm 4 j2 a m I SURFACE BOLTS L SEE DETAIL 8 SURFACE BOLTJ tv ®®""' ` SEE NOTE 3 SHEET6 SEE NOTE 3 SEE DETAIL B DUAL UNIT (OXl OR NO) SHEET6 SINGLE UNIT W SCALE: 1/Y =1'-0' SCALE: 1/2' =1'-0' NOTES: 1 - ALL VIEWS FROM EXTERIOR. 2 - MULL POSTS 8 DOUBLE BACK JAMBS ARE INTERCHANGEABLE. SEE OPTIONAL CROSS SECTIONS) j'" Iff"I3 - SURFACE SOLT NOT REGUIRE0 FOR APPLICATIONS REOUIRING ES F. I DP-45 OR LESS. 4 - MASONRY AND CONCRETE INSTALLATION DETAILS. j ; ' 0 5 - POSITION AND NUMBER OF ANCHORS IN HINGE JAMB, LATCH JAMB OR SIOELITE JAMB WILL BE THE SAME HERMES F. NORERO REGARDLESS OF ROUGH OPENING TYPE. FOR HORIZONTAL t pT j FLORIDA P.E. NO.73778 CROSS SECTION IN 1X BUCK OPTION IN MASONRY/CONCRETE, A '. / 1V 0` ' 398 E. DANIA BEACH BLVD. SEE SHEET 8 FOR DETAILS. P' ? SUITE 338 6 OPTIONFORVERTICALANCHORINIXBUCK issfONA' ?V,, BEACH, FL 0 291MASONRYICONCRETE, SEE SHEET 6 FOR DETAILS. FBPE CERT. OF AUTH. NDANIA 0 m - n ri °1 J m UQJ ZOQCL Z W co LUY=co C) cYd WJ sWFWy O 3Z o 8' Q O > w J Ob W W4 6 w U yW O e AS NOTED sr WBO sr S. FREY mmem- JW 212008 105' MAX. OVERALL WIDTH 15 Ire MAX 89 1rz' MAX. OVERALL WIDTH 37 1!I MAX SEE DETAIL A FRAME WIDTH 15 1rz' MAX' 74 MAX. FRAME WIDTH FRAME WIDTH FRAME WIDTH 5 314' 36 3/8' SHEET 6 36 318 WITH 35 314 MAX DETAIL A 35 EL MAX W/ASTRAGAL 1 PANWIDTH 16• MAX. ASTRAGAL PANEL WIDTH SHEETS PANEL WIDTH OIL O. OTE 6 NOTE 6 PANEL WIDTHNOTE 6 SEE DETAIL A p 5 314• SHEET 6 NOTE 6 -1 MAX. O.L.O. OTE 6 m O l zo-,JC? N 2T 21 1 i 1/8' Or 19 sm - a LL N MAX. O.L.O. M D.L.O. 211Ar 11/8• MAX Z W co MAX. 4ZO. MA& D.L.O. O.L.O. G W Y aD i 9 NOT 2 F WIDTH >i J Q O w x / \ x O t7 P u) 7 x w 0 = w E -j O NOE x f w f 7, x BYO LL w NO O NOTE 4 NOTE 4 O j ' O NOTE 4 U' m O NOTE p CLZe82iiNOTE m to tprrNOTE5NOTE5^ S ^ 8 w9 \ 1/ / 9 5 1O Lou F FI 0 INACTIVE ACTIVE FIXED \ rn FI 0 INACTIVE ACTIVE 1 ACTIVE o O Z_ h NOTE 4 SURFACE BOLT 5 3 3 p OTE 4 ASTRAGAL SEE NOTE 3 QUAD UNIT (OXXO) NOTE 4 SURFACE BOLT SEE NOTE 3 SURFACE BOLT e K a SEE DETAIL B SCALE: 1 /2' =1'-O' NOTE 4 ASTRAGAL- SEE DETAIL B SEE DETAIL B SEE NOTE 3 w O O s w SHEETS SHEET 6 SHEET 6 y 3 W 681rz' MAX OVERALL WIOTM 53' MAX. OVERALL WIDTH SINGLE VENT UNR (X) E w x w -j 371rz'Mwl SCALE: 1/2" =1'-0" w4 a 1s 1rz' MAX. 37 1R' MAX SCALE: 1 2" =1'-O" LL r 2 NO E 6 FRAME WIDTH FRAME WIDTH FRAME WIDTH el N W 035314MAX A 3l4• MAX 15 117 MAX. 14• MAX. PANEL WIDTH PANEL WIDTH a d 5314 PANEL WIDTH FRAME WIDTH NOT a (7 a MAX O.LO 1---1 14' MAX. 5 W4• MAX O.L.O.T m m SEE OETAIL A OTE 6 I 1 PANEL WIDTH SEE DETAIL A y 3 SHEET 6 SHEETS NOTES: w y w 1 - ALL VIEWS FROM EXTERIOR < " m 91 1/8• D.L.O. 2 - MULL POSTS & DOUBLE BACK JAMBS ARE INTERCHANGEABLE. Z z ; y MAX O.L.O. (SEE OPTIONAL CROSS SECTIONS) j w U aaO3 - SURFACE BOLT NOT REQUIRED FOR APPLICATIONS REOUIRING o a r, y O u w a= OP45 OR LESS. O o '! X o w x 1 OTE 4= w 4-MASONRY AND CONCRETE INSTALLATION DETAILS. a s c1 w w W 5 - POSITION AND NUMBER OF ANCHORS IN HINGE JAMB, 101 NOTE 2 i NOTE 4 A O 1 LL LATCH JAMB OR SIOELITE JAMB WILL BE THE SAME o 0 L NOTE 4 a LL p a REGARDLESS OF ROUGH OPENING TYPE. FOR HORIZONTAL N 2 NOT O NOTE 4 o CROSS SECTION IN 1X BUCK OPTION IN MASONRYICONCRETE, N a G SEE SHEETW181F TAILS. NOTE 2 ^ 6 -FOR VERTI6 I BUCK OPTION IN O o MASON(i111 HEET 6 FOR DETAILS. U m z NOTES / NO / O E 5 p : are 8112108 7 _ E AS NOTED FI D ACTIVE - * * HERMES F. NORERO orYc B; WBO SEE DETAIL B FI D ACTIVE FIXED p T T 0: FLORIDA P.E. NO.73778 SHEET 8 SEE STEAL 6 p0 .:P,: l 398 E OANIA BEACH BLVD. cwn: S. FREY NOTE 4 e` SUITE 338 auwwc rXL SURFACE OLT 4 TRI UN(( (OXOI DUAL UNIT OXI OR (X0) 5 SURFACE BOLT s`S/ONAL EaG `FBPE CERT. OF AUTH. NDANIA EACH. FL O 29578 12ZOOB NOTE SEENOTE3 SCALE: 1/2" =1'-O" SCALE: 1/2 =1'-0" NOTE4 SEENOTE3 - - 7g1f1fill%%111 —Vrt 4 - to 1' MIN. 1' MIN m 5 xx W OTE 1 i Z SHEET 6 H lo SEE DETAIL A SHEET 12 1' 1' MIN MIN. m W 5 OTE 1 SHEET E 2 ~ I10 SEE DETAIL SHEET 12 1.00' OA I v INSULATED r7 1.00' O.A. TEMPERED GLASS 1 INSULATED o 0 TEMPERED GLA W = SEE DETAIL A w W i SEE DETAIL A - SHEET 7 m a SHEET 7 22 1- NOTE 1 dim W 1. MIN 1' MIN VERTICAL CROSS SECTION. q ACTIVE DOOR TYP. 5 WOOD FRAME INSTALLATIO SCALE: 3' =1'-0' rm I - \ W MIN 1' MIN VERTICAL CROSS SECTION, g SIDE LITE TYP. V WOOD FRAME INSTALLATION SCALE: 3' =1'-V 1' MIN. 1' MIN i 5 28 C w OTE 1 SHEETS P9 2 a Item DESCRIPTION Material j1 ODO pj gn U CCJ v O Q c, CL LU lL ccoo Lit Q c, I J Q 1 HINGE JAMB 1 114-x4.5W FINGERJOINTED PINE PINE 2 HEAD JAMB 1 114-x4.518' FINGERJOINTED PINE PINE 3 LATCH JAMB 1-114'x4.518' FINGERJOINTEO PINE PINE 4 SIDELTTE JAMB 1.114-x4.518' FINGERJOINTED PINE PINE 5 010 PHILLIPS FLATHEAD WOOD SCREW WITH 1 1/I MIN. EMBEDMENT STEEL 6 4' x 4' BUTT HINGE 12GA..089' MIN STEEL 7 88 x 3/4' PHILLIPS FLATHEAD WOOD SCREW STEEL a 08 x t 1IC PHILLIPS FLATHEAD WOOD SCREW STEEL 9 3116' ITW BUILDEX TAPCON WITH 1 1/4' MIN. EMBEDMENT STEEL 10 COMPRESSION WEATHERSTRIP LoxSeal 650 VINYL I T AFCO A-297 OUTSWING BUMPER SILL 6063T5 ALICOMPJPVC 12 DOUBLE BACK JAMB LAMINATED VENEER LUMBER LVL I rail 16 13 EXTRUDED ASTRAGAL GLOBAL /79•WATA-01H4R17 6063T6 AL ALUMINUM 0 Ln SEE DETAIL A SHEET 12 t„ :. 14 15 A8 X 1' PHILLPS PAN HEAD SHEET METAL SCREW ATA STRIKE PLATE - R4 GLOBAL PRODUCTS STEEL STEEL n y a 16 TOP RAIL(LAMINATED VENEER LUMBER LVL 45 46 30 17 BOTTOM RAIL 25GA (0.018-1 GALVANIZED STEEL STEEL 18 HINGE SIDE STILE LAMINATED VENEER LUMBER LVL 31 19 LATCH SIDE STILE LAMINATED VENEER LUMBER LVL 20 LOCK BLOCK 1.688 X 3118' x 12' LG PINE PINE O AL 21 ODL UP UTE FRAME M6B68KWO NOA. 013-0219.03 POLY -PROP. 0p K 22 1.00' OA INSULATED TEMPERED GLASS GLASS w W g 23 16 Ga. 7/16' CROWN x 2' LONG STAPLES STEEL O c w 24 CORRUGATED NAIL U2' x 1 1116' 25 GA STEEL G N Z c 25 KWIKSET LOCK SERIES 400 STEEL O i O W 26 KWIKSET DEADBOLT SERIES 980 STEEL 3Lu 27 48 x 2 1/C PHILLIPS FLATHEAD WOOD SCREW STEEL p N A r- 28 2x W000 BUCK GRO 2 SOUTHERN YELLOW PINE WOOD WOO n cc 0 29 NON40MPRESSION SHIM 114' MAX THICKNESS WOOD How otu 30 W 30 EXPANDED POLYSTYRENE 1.0 TO 1.251h DENSITY MFG BY JELD-WE FOAM Z w o y 0 J 31 STEEL DOOR PANEL SKIN MATERIAL (25 GA GALVANIZED) STEEL LL P wto a a aA-525 COMMERCIAL DUALITY 0.018' MIN. THICK) GALVANIZED wo o n 32 VINYL DOOR BOTTOM SWEEP VINYL a 33 r. D ATTHEBEHINDBOTTOM JAMBLEGN PLASTIC O n >'e i SETTING ORNEROPOTHEOFEACHFEWEATHERSTRIPy 03 a> m n34 #6 x 1 1Q' PHILLIPS W000 SCREW STEEL 43 35 SOLID MULL POST(LAMINATED VENEER LUMBER LVL rn O 36 318' QUARTER ROUND MOULDING WOOD W z 40 37 SILICONE BEAD OOW 1199 SILICONE f i i w 38 AFCO A-496 THRESHOLD OPTIONAL 6061T5 AUCOMP z J w Z CO A H 39 ASTRAGAL THROW BOLT, STEEL ROD, 5/16 DIA. x 18' STEEL 0 c LL O a.0z oO32 40 IVES SURFACE BOLT 9454 8.0' L X 3l4' w x 1l4' THK. STEEL OQ o z W- O 7y 44 41 ODL MODEL 799 VENTED HALF LITE PLASTIC a 11. D o a ao a x w m421XWOODBUCKGRADE2SOUTHERNYELLOWPINEWOODo 4546 °0 43 SEX BOLT 10.32 X 1-9116 LG X 5116 BARREL STEEL 44 IVES SURFACE BOLT SPACERS STEEL C C N w IVES SURFACE BOLT STRIKE PLATE STEEL G 48 88 X 314' LG FLATHEAD WOO WS FOR STRIKE PLATE STEEL 1 47 1 1/4' BRAD NAIL A 6NOTE1 5 DATE. A78 8/12 i I 28 HEETB 1'P 2w--- 1111 Z :O awe AS NOTED MIN 1' MIN HERMES F. NORERO owo ev. WBD CROSS SECTION, FLORIDA P.E. p TPT NO. 73778 cm or S. FREY VERTICAL 398E. DANIA Ot,:9( p : BEACH BLVD. nvK OR rqC SURFACEBOLTSTYP. 1 SURE 338 5 W000 FRAME INSTALLATION i`SaS """" aG`` DANIA BEACH, FL 33004 1i11i E1` v FBPE CERT. OF AUTH. NO.29578 JW122008 SCALE: 3' = 1'-W 01YA' r 5 oc 14 1' MIN. 1' MIN. m I 1' MIN. m 1' MIN. Z 9 28 42 OTE 2 3 W 9 28 42 NOTE i P9 29 2 2 C Yx 47 16 _ 35 x -x m 37 SEE DETAIL A SEE DETAIL A 16 SHEET 12 10 31 SHEET 12 30 30 31 2 21 1 1.00' OA 1.00' OA INSULATED O INSULATED p J TEMPERED GLASS J TEMPERED GLASS p p r- x x o i w W m x SEE DETAIL A w wK w SHEET 7 ,"o Z SEE DETAIL A m Z a SHEET 7 as 22 22 21 LL D. 21 a. 31 - 31 10 17 17 37 1 MIN L 32 aim I 1. w T" 1• MIN 1MIN A V RT R SECTION, P MASONRY AND CONCRETE INSTALLATION SCALE: 3• =1'-W I 9 cd w MIN MIN. VERTICAL RO TON, SIDE LITETYP MASONRY AND CONCRETE INSTALLATION SCALE: 3• =1'-W 1• MIN. EDGE 1' MIN. EDGE DISTANCE 1' MIN. EDGE OISTANCE 1' MIN EOGE OISTANCE DISTANCE OIa: S y W O a Z _ Z a _ •' •' z fE DETAIL A '=?' OETAfL A 7C NEET t0 EET t0 LLI 1•MW EDGE t•MIN. EDGE OISTANCE DISTANCE C D VERTICAL CROSS SECTION 6 FIXED UNIT IX BUCK OPTION IN 5 OPERATING UNIT 1X BUCK OPTION IN MASONRY do CONCRETE INSTALL MASONRY do CONCRETE INSTALL SCALE: 3• =1'-0' SCALE: 3• =1'-0' is " EDGE OF 1/8' PANEL IN, 1 EDGE O \ PANTfTcqI1 1 i 5/8' DETAIL A SURFACE DETAIL B SURFACE BOLT TOP LOCATION BOLT BOTTOM LOCATION SCALE: 2'=1'-0' SCALE: 2'=1'-0' NOTES: 1. FOR ANCHOR SPACING (ITEMS #5 OR #9), SEE SHEETS 9, 10, & 11. 2. 1X MAY BE UTIUfZED AS AN OPTION. FOR VERTICAL SECTIONS, SEE DETAILS SHEET 6. HORIZONTAL SECTIONS: DETAILS kLAv SHEETS. 3. TAPODN MASONRY ANCHOR SPACING SAME AS WOOD ANCHOR SCREW CONFIGURATION. 4. OPTIONALLY, ANCHORS CANBEAII&Cg IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EZ4 6I3PTdti*3IEVED. nrnO Ir coa. CI J Z W ILL Cm W Y = a0 c`•1 Y a= W , w OWE aom o z SOON rx O Q H xLu woo60 JtnyW W HU LLHN' A W NLL' O O a 7 DATE: $ 112108 7 sine AS NOTED HERMES F. NORERO f 1T FLORIDA P.E. NO.73778 398 E. OANIA BEACH BLVD. owc W80 S. FREY SURE P•; ` 336 oxen NO- iA SiONA; FBPE DANIA BEACH, FL 33004 CERT. OF AUTH. NO.29576 ORAVA46 JW122008 s 6 cs 14 1 114' 114 MAX. MIN. EMB. HIM SEE DETAIL A i 4 SHEET 12 a 37 31 30 21 18 7 . I 2UN0 EXTERIOR NOTE 4 28 4 36 47 AIZONTAL CROSS SECTION 7 MASONRY do CONCRETE INSTALL SCALE: 2'=1'-O' 1N' MAX. SEE DETAIL A SHIM tl MIN E S. SHEET 12 II 1 5 SEE SEE NOTE 2 NOTE 1 EXTERIOR EHoggoNTAL CROSS SECTION 7 WOOD INSTALLATION SCALE: 2'=1'—O" Z 114' MAX. i SHIM SEEOE7alA L C/6SHEET 12 B"\ HOR17ONTAL CROSS SECTION 7 SCALE: 2"=1'-0' I14' MAX EE NOE 4 SHIM 1 114' SEE DETAIL A MIN. EMS. SHEET 12 i A -A EXTERIOR 100 b'F% F) HogIzoNTAL cgoss 7 MASONRY h CONCRETE INSTALL SCALE: 2"=1'—O" 1 114' 114' MAXI` MIN. EMB. 4"2E NOE 2 SEE NO E 4 9 IMQbL EE NOTE 4 J HORIZONTAL CROSS SECTION 7 WOOD INSTALLATION 7 MASONRY do CONCRETE INSTALL SCALE: 2"=l'-0' SCALE: 2"=1'—O' 1 1N' 8 4 EE NOTE 4 114' MAIL MIN. EMS. r 1N' MA1L 1 1R' SHIM MIN. EMB. n SEE DETAIL A SHIM SEE DETAIL A L }l SHEET 12 s I I SHEET 12 112 lill' lll"' Ow AO® EXTERIOR EXTERIOR 6 7 fAL CROSS SECTION N HORIZONTAL CROSS SECTION do CONCRETE INSTALL WOOD INSTALLATION 1'— O. SCALE: 2'=1'-0' 1 1 1 19 3 ter.; `, ' mot':•;: SEE NOTE to ACTIVE INACTIVE EXTERIOR — C \ HORI7ONTAL CROSS SECTION SCALE: 2"=1'-0' 1NS' MAX SEE DETAIL SHIM L N' EMS. SHEET 12 U, i EXTERIOR — — — — G 7 WOOD INSTALLATION SCALE. 2'=1'-O" I! i llllll!II v 1 1 1 1 3 \ /'' 7 6 8 EXTERIOR EE NOTE 2 HaR17ONTAL CROSS SECTION SCALE: 2"=1'—O" SEE DETAIL A 114' MAX. SHEET 12 3tirSHIM II 1mm ' i NOTE 1 NOTE 1 EXTERIOR —0 H HORIZONTAL CROSS SECTION 7 1 W000 INSTALLPT1nM SCALE: 2'=1'— EXTERIOR LHORIZONTAL CROSS SECTION 7 SCALE: 2"=1'-0' NOES: 1. FOR ANCHOR SPACING (ITEMS 05 OR N9). SEE SHEETS 9. 10, a 11. 2. SPACING FOR 023 FROM TOP OF SIOELITE DOWN (SEE SHEET 10). 3. ASTRAGAL SCREW PATTERN SPACING FOR 013, FROM BOTTOM: Vr. 2', 3 112, 20'. 24 314'. FROM TOP: 1/2', 2'. 3 Ur, 20', 24 314', 37. 4. IX MAY BE UTILQED AS AN OPTION. FOR VERTICAL SECTIONS. SEE DETAILS SHEET 6. HORIZONTAL SECTIONS: DETAILS SHEET 8. S. TAPCON MASONRY ANCHOR SPACING SAME AS WOOD ANCHOR SCREW CONFIGURATION. DOW 1199 SILICONE 112' MIN GLASS BITE G. OPTIONALLY. ANC kM VdED IN NARROW SECTION OF HE@Ob_ LiiJ1t• 6jS MINIMUM EMBEDMENT IS ACHIEVED. G 1/ 8" TEMERED GLASS 3/4' AIRSPACE 1 314' HERMES F. NORERO FLORID P. E. NO.73T78 1 p ji 396 E, OANIA BEACH BLVD. SURE 338 i •.........• 2 DANIA BEACH, FL 33004 GLAZING DETAILA118' TEMPERED GLASS SCALE: 6'= 1'-0" i S ONA; FSPE CERT. OF AUTH. NO.29570 O CD n 6O1_ J D: 00 OCCJ ZOQ a. cmZwLLco LLI GO 3 Q v 10 LL) 13 03 Y IL a 0 IxLu cn 1- W wy a 00z to 53W U w00 i CI J N W w NLu _ LL H N 0 O NW _ o~ a ( 7 AS NOTED owner. WBD oxn. S.FREY SEE OTE EXTERIOR Aft V-19174-krai opmqsI t. V SCALE: 2"=1'—O" SEE DETAIL A 1 Irr 5 i F y YSHEET 12 MIN EMSIx H 2 H iW C7 j7 16 EXTERIOR ' W"" MAx. SHIM E1 HORI7ONTAL CROSS SECTION WOOD INSTALLATION SCALE: 2"=1'-0' 1I1'MAX SHI SEE DETAIL A EMS. t1SHEETI2 3 10 19 5 3 f Z l' I 28U U EXTERIOR 14ORI70NTA1 CROSS SECTION J WOOD INSTALLATION SCALE: 2'=l'-0' 1 1p' MISEE DETAIL A I N. EM SHE/E T 12 i ol' Ja 1N• SEE NOTE 2J EXTERIOR SEE NOTE 2 8 ) HORIZONTAI CROSS SECTION 8 SCALE: 2-=1'-0" SEE DETAIL A 1 114• SHEET 12— MIN. EMS. Y W IL OTE I 7 6 I 1 EXTERIOR 114' MAX SHIM F \ HnR17nNTAl CROSS SECTION V MASONRY do CONCRETE INSTALL SCALE: 2"= 1'-0" i 1 VP 114' MAX SEE DETAIL A i MIN. EMS. SHIM 3 SHEET 12 EXTERIOR NOTE 4 8 4 ICROSS SECTION MASONRY k CONCRETE INSTALL SCALE: 2"= 1'-0" x z 1/8• a EMPEI r1L 1Q• AIRSPACE MODEL 799 VENTED HALF LITE K HORIZONTAL CROSS SECTION MASONRY AND CONCRETE INSTALLATION SCALE: 2' = l'-W Y. 3 3 ti 'Illu „ IIIIII EXTERIOR EE NOTE 2 IIIIII°Niel C V SCALE: 2"=1'-0' Y'J S S' VV EXTERIOR 0 HogizoJcL CROSSI•N v DETAIL MIN. EMBI SHEET 12 no F SEEDETAIL A 1N' MAX. SHEET 12SHIM r EXTERIOR v--y ( _( 9 D'\ HORIZONTAL CROSS SECTION 8 MASONRY do CONCRETE INSTALL SCALE: 2'=1'— O" WW 1 3 4 GU 42 Z Z; 5114NdMIN. 1HOM I SEE DETAIL A SHEET 12 EXTERIOR 4' W MA L 8 FIXED UNIT 1X BUCK OPTION IN MASONRY do CONCRETE INSTALL LEFT—HAND ANCHOR SHOWN, RIGHT—HAND ANCHOR 1/8' IPERED " a, U 1 3 4 w vZ W 42 ZF io IWMIN---I O 1R' 2 4 AIRSPACE 1I1• MAX 3 EXTERIOR SHIM MODEL 799 VENTED HALF LITE 1 HORIZONTAL CROSS SECTION WOOD INSTALLATION SCALE: Z' =1'. W i EMIIEOMED w o W WZ z; zoSEE DETAIL A SHEET 12 EXTERIOR n rn a¢ a10 H J Z O _J tom') Z W LL 3 a 13mYa NOTES: 1. FOR ANCHOR SPACING (ITEMS 05 OR 09 SEE SHEETS 9. 10.8 11. 2. SPACING FOR 023 FROM TOP OF SIDELITE DOWN (SEE SHEET 10). SHIM —"— OPERATING UNIT 1 X BUCK OPTION IN3. ULU ASTRAGALL SCREWPATTERNSPACINGFOR013: iiA&CONCRETE INSTALL LEFT—HANR QR rl RIGHT—HAND ANCHOR SIMILAR)p FROM BOTTOM: 1/P. 2'. 3 1Q . 20', 24 3I4'. ` FROM TOP: 1R'. 2•, 3112'. 20'. 24 314•. 39'. 4. lX MAY BE UTILIZED AS AN OPTION. FOR VERTICAL SECTIONS, SEE DETAILS : V' pL O SHEET 6 HORIZONTAL SECTIONS: DETAILS SHEET 8. - * 7 * HERMES F. NORERO 5. TAPCON MASONRY ANCHOR SPACING SAME AS WOOD = -0 TpT 0 FLORIDA P.E. NO.7377$ ANCHOR SCREW CONFIGURATION. A ' / 398 E. DANIA BEACH BLVD. 6. OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW iO F g..... p SUITE 338 i S ' G DANIABEACH. FL 33004 SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT IS ACHIEVED. i`s%ONAi E?\` SPE CERT. OF AUTH. NO.29578 z are $112108 swe AS NOTED owr.° r WBD Ga er• S. FREY om NIL auwJW12 JW12200$ sweT 8 os14 SEE DETAIL E Z SHT. 9 SEE DETAIL A SHT. 9 - SEE DETAIL A SHT.9 SEE DETAIL A l 5. TVP SHT. 10 L I CL 9' TYP SEE DETAIL 0 a Z6" T1 P SHT. 10 `SEE DETAIL A 9' TYP EE DETAIL A 1 ' TYP 3' TYP , ' SHT. 10 1O 5. n P rsSHT. 10f-G TpypE_ I — w I I IIIIIII I II 1 _ IIIIIII ' 1 z w I I I 12- I - LLK = I -2* I w i w I SEE NOTE 2 - 32' W d n - T T a i m DBL JAMBS 2' i ( WOOD INSTALL) 5OPTIONAL - I ( WOOD INSITALL 5 (MASONRY INSTALL) 9 SEE DETAIL B o ( MASONRY INSTALL 9 -72' o TYP SHT. 10 _ L' _ 5 (WOOD INSTALL) I I IIIIIII TY I III 1 I i I 1 SEE DETAIL F (MASONRY INSTALL) LL IIIIIII I SHT. 9 P ANCHORING LOCATIONS OUTSWING SINGLE UNIT (X) SEE DETAIL B SHT. 10 SHT. 9 SEE DETAIL C SEE DETAIL B SCALE: 3/8" =1'-0" SHT. 10 SEE DETAIL C ' SHT. 9 ANCHORING LOCATIONS OOUBLE ANCHORING LOC?ONS DOUBLE OUiSWING UNIT W 1 SIDELITE (X%O) OUTSWING UNIT XXl SCALE: 3/8" =1'-O' SCALE: 3/8" =1 -0" NOTE 7 NOTE 7 1 NOTE 6 NOTE 6 a o ' c D / DETAIL C DETAIL D LOWER SURFACE BOLT STRIKE PLATE LATCH do DEAOBOLT do LOWER ASTRAGAL BOLT STRIKE STRIKE PLATES SCALE: 1/2" =1'—O" SCALE: 1/2" =1'—O' DETAIL A UPPER SURFACE BOLT STRIKE PLATE & UPPER ASTRAGAL BOLT STRIKE SCALE: 1/2" =1'—O" DETAIL 8 HINGE DETAIL SCALE: 1/2' =1'—O" NOTE 7 45 46 o 46 45 NOTE 7 DETAIL E AT HEAD DETAIL F AT SILL SURFACE BOLT PLATE SURFACE BOLT PLATE SCALE: 1/2" =1'-0" SCALE: 1/2" =1'—O" NOTES: 1. CORRUGATED FASTENERS TO BE APPLIED ON BOTH INTERIOR AND EXTERIOR SURFACES AT SPACING SHOWN, +/-1". FOR TOTAL OF NINE FASTENERS PER SIDE 2. CORRUGATED FASTENERS ARE UTILIZED ON DOUBLE BACK JAMBS ONLY. OMIT ON SOLID MULL POST CONFIGURATIONS. 3. SEE SHEET 10 FOR LATCH AND HINGE LOCATIONS. 4. SEE SHEET 10 FOR SIDEUTTE FASTENER LOCATIONS. 5. SEE SHEET 10 FOR SIDEUTE BRAD NAIL LOCATIONS FOR OLMER ROUND MOULDING ATTACHMENT 6. ASTRAGAL THROW BOLT HOLES AT HEAD AND SILL ARE ORILLED AT FABRICATION WHEN ASTRAGAL IS APPLIED AND THROW BOLT LOCATIONS ARE OETERMINED. STRIKE PLATES ARE ATTACHED IN THE FIELD. 7. TOP AND BOTTOM SURFACE BOLTS ARE APPLIED AT FABRICATION. SURFACE BOLT ALSO DRILLED AT FABRICATION WHEN BOLT LOCAT 7 A " INED. STRIKE PLATES ARE ATTACHED IN THE FlELD .t E On i o F' •.........• c ON' ; HERMESF.NORERO FLORIDA P.E. NO.73770 398 E. DANIA BEACH BLVD. SUITE 336 DANIA BEACH, FL 33004 PE CERT. OF AUTH. NO.295M 0 nm oa: m o J z O c 1 ZWLLco WY=00 3gaa pnfto cn')Ya 8112011 e AS NOTED ey. wso By S. FREY JW 122008 MEET 9 OF 1 SEE DETAIL A SEE DETAIL E SHT. 9 SHT. 9 m SEE DETAIL C SEE DETAIL 0 SEE DETAIL C O 0 LL SHT 10 SHT 10 5• TYP SHT. TYP SEE °; cnjhm 10 F 6• TYP SEE DETAIL //-- DETAIL A 3 SEE DEETAIL A 3• TYP 0 SHT 10 / SHT. 10 , SEE 0 CC F- JzOQCm OETAll0 a LL Nq1% 1 20 SHEET 9 W Y = i 0 719 I I SEE 6 r Q a w DETAIL B UJ I" J = g SHEET9 Y O 3 O Im G L ¢Ow rn 0wf/l 0 LATCH AND HINGE MULLIONS O 0 z Urn SEE DETAIL B TYP FOR ALL FRAMES g 9 O SHT. 10 SEE DETAIL F DETAIL B SCALE: 1/r =1'-0• SEE a K j a W SHT. 9 SEE DETAIL C SHT. 10ANCHORINGLOCATIONSDOUBLE N O 00.0SHT. 9 OUTSWING UNIT W/ 2 SIDELITE (OXXOI ANCHORING LOCATIONS SINGLE x y = SCALE: 316• =1'-0• OUTSWING UNIT W/ 2 SIDELITE (OXOI 2 11 LL N 1 Z SCALE: 3/6• =1'-(r rn o a wa 1 3 4 G d c72 o O > 1- 7 1 3 4 H 3m DETAIL A DETAIL B m - TYP FOR HEAD TO SIDE JAMBS TYP FOR SILL TO SIDE JAMBS N23 40 SCALE: 1-1/2' e1'-0' SCALE: 1-12' =1'4• w -jma I $ - n 2 2 NOTES: 0 a a z 40 1. CORRUGATED FASTENERS TO BE APPLIED ON BOTH INTERIOR j U O 0 2 AND EXTERIOR SURFACES AT SPACING SHOWN. N-1', FOR 0 oa ui LA 2 N TOTAL OF NINE FASTENERS PER SIDE. a a V wm2. CORRUGATED FASTENERS ARE UTILIZED ON DOUBLE BACK JAMBS ONLY. OMIT ON SOLID MULL POST CONFIGURATIONS. c 2 3. SEE SHT 10 FOR LATCH AND HINGE LOCATIONS. o Q w 4. SEE SHT 10 FOR SIDELITE FASTENER LOCATIONS. N o a 5. SEE SHT 10 FOR SIDELITE BRAD NAIL LOCATIONS FOR QUARTER a a O ROUND MO WOgTf/)CHMENT. 35 21 6. ALL VIEp9; FOB-(qg 0 m i i N 1'p' OAM 8/12/0B i u+ue AS NOTED L-bHERMES F. NORERO eD STAPLE LOCATIONS BRAD LOCATIONS DETAIL 0 % pO /9i P . ` FLORIDA DAN P.E.NO. BLV cm v- S. FR 9 P W . 39t E. OANIA BEACH BLVD. oac " S. FREY TYPICAL FOR ALL SIDELITES TYPICAL FOR ALL SIDEUTES TYP FOR HERO TO OBL JAMB . \2 , SUITE 330 0mvdNG N0. SCALE: 3/8• = 1'-O• SCALE: 3/8• = Tr 0- DTYPETAIL FOR HEAD TO MULL POST SCALE: 1-1R• =V-W ii sS/pNAI G`` FBPE NI BEACH, AUTH. N 576 JW122008 SCALE:1-fir=1'-0• Al. sEvIO OF 14 5• TYP 9"TYP 6' TYP 3' TYP 9• TYP 6• TYP 3' TYP 1 I I ill I I Iz I I_ i i 2• ISEEINOTE2 MUII POST 32' i I LLJ 42• - BS OPTIONAL 32• WOOD I MASONRY I TALL) 5 TALL) 9 62• I I I TYP 72•I7 - TIII1IIIIIII11 I I i B SEE DETAIL A SHEET 9 SEE DETAIL A a Z 5' TYP 9' TYP SHT. 10 6. TYP SEE DETAIL 0 3' TYP SHT. 10 i I II 1 IIIIIII I II 2,1 I SEE DETAIL C I ICL W SHT. 10 x 32- SEE NOTE 2 i 42- MUL POST DBLJ BS1IOPTIONAL WOOD INSTALL) 5 I 1--52' 62- o MASONRY INSTALL) o I I rvo 7'2' o L SEE DETAIL B SHT. 10 SEE DETAIL C--/ SHT.9 ANCHORING. IOCATISINS DOUBLE SCALE: 3/8" =1'-0" SEE DETAIL E SHT. 9 aI 5' TYP Z TYPSEE DETAIL D SHT. 10 O F 6" TYP. 3' TYP. SEE DETAIL A SHT. 10 1 I t 1111 LSEE DETAIL C 2' O SHT. 10 22 Lu r^ SEE NbfE 2 DEL JAMBS 32" OPTIONAL a 42' Y MULL POST I 2' m a OD INSTALL 9 2 MAS1 4RYINSTALL 9 72' IL TYP 7 11I1111I11 Q SEE DETAIL B SHT. 10 SEE DETAIL F SHT. 9 SEE DETAIL E SHT. 9 E. a. ao I 5' TYP 9' TYP. 6' TYP. 3' TYP. xO w SEE DETAIL C SHT. 10 _ x_ Z MUL POST I OD INSTIII"IL'L) 5 IMAS NRY INSTry L) 9 I m TYP I I I 111 I I— i SEE DETAIL A 5, T,p SHEET 9 9' TYP 9' TYP ao 6' TYP f3T"TYP TYP `SEE DETAIL A 3' TYP f SHT. 10 I II I III III I i tx7 SEE DETAIL C a SHT. 10} I I I — Wf LL MUL POST t i WOOD INSTALL) tMASONRYINSTALL)_ I _ SEE DETAIL A SHT. 10 SEE DETAIL B SHT.10 SEE DETAIL F SHT.9 ANCHORING LOCATI NS SINGLE OUTSWINGUNIT W 1 SIDELITE (OX) SCALE: 3/8" =1'-0' I I I11 I IIIIIII 1 \ SEE DETAIL 8 SHT. 10 i SEE DETAIL C SHT. 9 ANCHORING LOCATIONS DOUBLE OUiSWING UNIT W/ 1 S[DOEUU E (OXX) SCALE: 3/8' =1'—O' NOTES: 1. CORRUGATED FASTENERS TO BE APPLIED ON BOTH INTERIOR AND EXTERIOR SURFACES AT SPACING SHOWN, +1-1', FOR TOTAL OF NINE FASTENERS PER SIDE. 2. CORRUGATED FASTENERS ARE UTILIZED ON DOUBLE BACK JAMBS ONLY. OMIT ON SOLID MULL POST CONFIGURATIONS. 3. SEE SHT 10 FOR LATCH AND HINGE LOCATIONS. 4. SEE SHT 10 FOR SIDELITE FASTENER LOCATIONS. 5. SEE SHT 10 FOR SIDELITE BRAD NAIL LOCATIONS FOR OUARTER ROUND MOUNDING ATTACHMENT. 6. ALL VIEWS FROM EXTERIOR. 11111111/////'' cS F. Ar— .. TAT 0; W Ir 00 0w 60 g0 ce 00WO0 NW ZW LLNsine AS NOTED HERMES F. NORERO FLORIDA P.E. NO.73778 owo BY. WBD cm sr. S. FREY 398E. DANIA BEACH BLVD. SUITE 338 OFAVMG "a DANIA BEACH, FL 33004 JW122008 PE CERT. OF AUTH. NO.20M sar11 a 14 OPTIONAL OUTSWING THRESHOLD OUTSWING THRESHOLD1FINGERJOINTEOPINE616.4x12 IGA STEEL ADCDO A499 OUTSWINGBUMPER SILL BASE E SUBSTRATE 1 t FC, 97 2 SCALE: 3' =1'-W SCALE: 3• =1'4• SCALE: 6' =1' 0• 6063 T5 ALUMINUM/COMPOSITE PLASTIC 3 SCALE: 6' =1'-0- 4 A 8 1/6•y 13/8' 11_111/1__ 661" i- 1318• 7 TIM UUU qSTI N T A g 11 1 16 TOPES ANO RAILS 17 B TT M COMPRESSION `5v 18 HINGE STIL 25 GA. STEEL 10 WEATHER TRIP SECTION A A SECTION B B LAMINATED VENEER SCALE: 3• =1'-W LOXSEAL 650 LUMBER (LVL) VINYL 13 ASTRAGAL GLOBAL SCALE: 3• =1'-0- 6063-T6 ALUMINUM W SCALE: 6' =1'-0• SCALE: 3• =1'-W 15 6063 T6 ALUMINUM SCALE: 3- =14- NOTE: i 1 314•r 13/4' r' i - 1 E CUT LENGTH 1 3ra• 1- T- Im I 1• 32 DOOR BOTTOM SWEEP 33 RNER PADS OC B VINYL LASTIC SCALE: 3• =1'-0- FIN20DPINEDLIP-L T FRAM SCALE: 3' =1'-W SCALE: 3' =1'-0• 21 POLYPROPYLENE (NOA 141209.01) SCALE: 3• =1'-0' Z B• I 3/4• --1 I-1 srJz- N 1/4• MIN.—{ 11132' 40 VES SURFA 8 T STEEL SCALE: 3• =V-0' r— 2 7/6• —1 1 Q = cod 45 VES SURFACE BOLT STRIKE PLATE STEEL SCALE: 6'=1'-0- d4 VE SU FACE SOL SPACER PLASTIC SCALE: 3• =1'-0- 3/16• C-SINK NOTE 1-USE #10 WOOD INSTALLATION SCREW W/ 1.50• MIN. EMBEDMENT WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD 6 JAMBS. 2-USE #8 x 2 10 PFH WOOD SCREW WHEN INSTALLING INTO MULLIONS. 3-USE 3/16• ITW TAPCON ANCHOR W/ 1 1/4' MIN. EMBED. WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDELITE SILLS. DETAIL - A SCALE: 1/4" -1'-0" 2 117 1/1• -T OMULL POST LAMINATED VENEER LUMBER (LVL) SCALE: 6' =1'-0- 1/8•-(F—h 1313. T— IQ m 1 11/16 T HSO S l 19 LAMINATED VENEER LUMBER (LVL) SCALE: 3' =1'-0' 39 ASTRAGALBOLT MATERIAL: COLD ROLLED STEEL ZINC 6 YELLOW CHROMATE SCALE, 3' =1'-0- L i 4SW T L 8• a 12 LVL DOUBLE BACK JAMB LAMINATED VEj kfWLI."fR (LVL) SCALE: 60 11,'S F. nr,. HERMES F. NORERO PO'; 04 FLORIDA P.E. NO.737M gPT p N1 L : 398 E. DANIA BEACH BLVD. SUITE 330 PBEACH, FL fl. /ONAL ?` BPE CEDANIRT. OF AUTH. NA O29578Ir J N J C? U. nl H N Ya O 0 wmow Dula, F amzv3N p 000 i low J mtzLLHN N 7 co ¢ aI 8/ 12/08 AS NOTED WBO S. FREY JW122008 swer12 ov 14 1 /2"AIRGAP 1/8"TEMPERE o 1/8-TEMPERED SEE DETAIL A 0 CC 23 7/8' t t t 6 18 Do B I- J Nz42 / z o A 6 1 cm wLLcoo 7 w 1 8 W Y= co 2 JQa 5 I iNyLo18coSEEDETAILBin3rlcnYa A A 8 4 4 co 1 3/4-MAX GLAZIp NIIG DETAIL 10 PANEL THK. A7 HEAD RAIL m0 21 VERTICLE CROSS a SECTION L w w VENTED HALF 1 /2-AIRGAP oLITELOU ~ 5 1/8"TEMPERE ao0 i 1/8-TEMPERED o Q i ul Q410po - 9 2 11 Wpm yam pO B 3 15 LLFN W OUTSIDE FRAME VIEW SECTION R-R 10 w G 0 VENTED HALF INSIDE FRAME VIEW I w o o LITE t5 4 16 ea C7 SECTION A -A 1 1 4 co 3 mVENTEDHALF LITE 1 /8" TEMPERE 16 12 13 1/8'TEMPERED w Ul 14 20 1 /2"AIRGAP z w z F 18 GLAZING DETAIL O W X o 019ATMEETINGRAILOaOC. 23 18 INSIDE VIEW ad:uuj a K 17 22 24 N 8NOTES:` 5 R O w 52 14 FOR ITEM DESCRIPTIONS. zziOqET p wTe W12108 saa e AS NOTED7 HERMES F. NORERO owc m WBOFLORIDAP.E. NO.73778 aster S. FREY398EOANIABEACHBLVD. Oc, :9C P auwv4G NO -' AI 2 SURE 330 DANIA BEACH, FL 33004EG JW 122008 BPE CERT. OF AUTH. No. 29578 s erl3 w 14 0 mn c Jm Q MATERIAL LIST (VENTED HALF LITE a: U zOQ Z w U.Go 3<aT O cl Q '0 o'1Ya 0 0 w rK - r J 00 Z J5 O tYr 0Sm iq J m 0 O JsOiONLHN i NO Q m K 0 wo o 6 all N C7 0¢m3 w0 uj wrw CA LU JZQ Qwm rU0ac7w=(LZ JZ7wLLsry 71w-OZ OQW-J U00U' Lo OOOr Ou!3:j a 7Q0QaUwcc N O O w CiO0rZ pQ w BI12108J AS NOTED HERMES F. NORERO FLORIDA P.E. NO.73778 owc er WBD T`lT ;' S. FREY131 398 E. DANIA BEACH BLVD. ow vwc.eo9.......P .' SUTTE33e aV`` JW122008 L 1j114111110 FBPE CERT.OF AUTH. NO.29578 er14 oF to ONLY) ITEM PART N0. DESCRIPTION QYf MATERIAL 1 16797-000 INNER FRAME 1 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03 2 16796-000 OUTER FRAME 1 SPARTECH POLYCOM PP53330. REF NOA 13-0219.03 3 76798-000 FIXED UPPER SASH 1 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03 4 14589-000 HOT MELT CAULK (8 LOCATIONS) AR 100X SOLIDS BUTYL ELAS70MER 5 16825-000 GLASS, 3/4' x 20 19/32' x 16 11/16' 2 3/4' INSULATED GLASS ASSEMBLY 6 16828-000 8 x 2" PAN HEAD SCREW 14 ZINC PLATED STEEL 7 12207-000 d6 x 3/4" PAN HEAD SCREW 7 ZINC PLATED STEEL 8 16809-000 SAFTEY LOCK 2 NYLON 6/6 9 16829-000 k4 x 1/4' FLAT HEAD SCREW 6 ZINC PLATED STEEL 10 17041-000 FIN SEAL. ROLL 4' FROM SCHLEGEL CORP.: FIBER PILE DUST SEAL 11 16799-000 LOWER INNER SASH 1 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03 12 16806-000 RIGHT LATCH 1 NYLON 6 13 16807-000 LEFT LATCH 1 NYLON 6 74 16837-000 O-LON SEAL (3 SIDE LOWER SASH) 5' FROM SCHLEGEL CORP.: 0-LON2 WEATHER SEAL 15 76800-000 LOWER OUTER SASH 1 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03 16 16801-000 SCREEN FRAME 1 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03 17 16831-000 WEATHER STRIPING, OUTER SASH 2' FROM SCHLEGEL CORP.: POLYFLEX WEATHERSTRIPPING 18 OOW 1199 AR SILICONE SEALANT 19 16830-000 WEATHER STRIPING (2 SIDE LOWER SASH) 3.3' FROM SCHLEGEL CORP.: POLYFLEX WEATHERSTRIPPING 20 16838-000 0.12 O.D. SPRING 2 STAINLESS 302 AND 304 21 14234-000 SCREW HOLE PLUGS 14 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03 22 16841-000 1/16" SINGLE SIDED FOAM TAPE 8.3' POlYOLEFIN FOAM, ACRYLIC ADHESIVE 23 16968-000 SCREEN CLOTH 21" x 24" 1 FIBERGLASS 24 10046-000 SPLINE 6. 1' PVC 398 East Dania Beach Blvd. A\\) BUILDING DROPS Suite338 16 A Perfect Solution in Every Drop Dania Beach, FL 33004954.399.8478 PH Certificate of Authorization: 29578 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report Of JELD-WEN, inc. Finishield/Gladiator Steel Door, Wood Edge Glazed 12-Ox6-8 Outswing Door System for Florida Product Approval Report No. 3320 Current Florida Building Code Method: 1— A (Certification) Category: Exterior Doors Sub — Category: Swinging Exterior Door Assemblies Product: Finishield/Gladiator Steel Door, Wood Edge Glazed 12-Ox6-8 Outsiving Door System Material: SteeVWood Product Dimensions: 148-1/2"X 80-718" (Maximum) Prepared For: JELD-WEN, inc. 3737 Lakeport Blvd. Klamath Falls, OR. 97601 Prepared by: Hermes F. Norero, P.E. Florida Professional Engineer # 73778 Date: 11 /11 /2014 Contents: Evaluation Report Pages 1 — 4 7 o T T 0,,'• Z v P:'• F '• ......••' Gam? . NAI Digitally signed by Hermes F. Norero, P.E. of 111 Reason: I am approving this document Hermes F. Norero, P.E. Date: 2015.01.0714:36:12-05'00' Florida No. 73778 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Manufacturer: JELD-WEN, inc. Product Category: Exterior Doors Product Sub -Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Method (1)(a) Product Name: Finishield/Gladiator Steel Door, Wood Edge Glazed 12-0x6-8 Outswing Door System 148-1/2" X 80-7/8" (Maximum) Date: 11/11/2014 Report No: 3320 Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for JELD-WEN, inc. based on Method la of the State of Florida Product Approval, Florida Department of Business and Professional Regulation - Florida Building Commission. Limits of Use: Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the current Florida Building Code, See Installation Instructions JW122008, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the current Florida Building Code, including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the current Florida Building Code and does require an impact resistant covering. 5. Site conditions that deviate from the details of drawing JW122008 require further engineering analysis by a licensed engineer or registered architect. 6. See Installation Instructions JWIZZ008 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 l BUILDING DROPS A Perfect Solution in Every Drop Date: 11/11/2014 Certificate of Authorization: 29578 Report No: 3320 Quality Assurance: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation & Management Institute, Inc. (FBC Organization #QUA1789). Performance Standards: The product described herein has been tested per: Referenced Data: TAS 202-94 ASTM E 331-00 ASTM E 330-02 1. Product Testing performed by National Certified Testing Laboratory, Inc. FBC Organization # TST1589) Report #: NCTL-210-3558-1, Report Date: 10/07/2008 Report #: NCTL-210-3558-1A, Report Date: 10/21/2008 2. Quality Assurance National Accreditation and Management Institute FBC Organization #: QUA 1789) 3. Material Testing for'Dylite' EPS Core performed by Intertek ETL Semko: ASTM E 84-05 Report #: 3113726SAT-001 Date: 02/05/07 4. Component Approval: HP Polypropylene by ODL,Inc. Miami -Dade NOA: 13-0219.03, Exp. Date: 01/17/16 Equivalence of Test Standard(s): The following test standards have been evaluated for differences in test methodology, if any, between the edition(s) of the test standard(s) listed below and those edition(s) referenced in the current Florida Building Code. The manufacturer has tested their products to the following test standard edition(s): 1) ASTM E84-05 Chapter 35 of the current Florida Building Code references the following editions of the above mentioned test standards: 1) ASTM E84-09 After review of the above mentioned referenced standards and editions, it has been found that no significant technical changes have been made to the test standards that would affect the results. All referenced standards have been found to be equivalent. All materials test results meet minimum requirements of the current FBC, including HVHZ provisions. Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 4 A\\,)BUILDING DROPS. A Perfect Solution in Every Drop Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates areas follows: Date: 11/11/2014 Report No: 3320 Through Frame Installation: A. For two by (2X) wood buck substrate, use #10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete or masonry substrate where one by (1X), non-structural, wood bucking is employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of -sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. Refer to Installation Instructions (JW122008) for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure Without Surface Bolts With Surface Bolts Outswing Positive 45 PSF* Positive 55 PSF* Negative 45 PSF Negative 55 PSF 1. Product has been rated for water infiltration up to a desien pressure of +30 PSF. If authority having jurisdiction requires that product meets this requirement at higher pressures, product shall be used when installed at location protected by overhang such that overhang (OH) ratio = OH length/OH height is 1.0. Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 4 r Revision l Response to Comments City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # I 6 Submittal Date 2 11(1-1 Project Address: ( C N GT lu o AWOContact: UJ o Ph: L's>-, 19LH Fax: Email: /'-\-—TGAG G G fl • COrtA Trades encompassed in revision: 4 Building Plumbing Electrical 0 Mechanical Life Safety Waste Water General description of revision: lZCv 1'D -To C31kyC SE 1 2 v 2f r 1SPZCZt 35 ROUTING INFORMATION Department Approvals p --`{ " J Utilities Waste Water Planning Engineering Fire Prevention Building / :7 Fiorey, Steve From: Fiorey, Steve Sent: Monday, January 30, 2017 9:20 AM To: Aaron Albert' Subject: Plan Review Aaron, I just started looking at your recent plan submittal, answering my last set of plan review comments. I don't think you're understanding what is required... You initially submitted for permit to do interior alterations, and submitted plans that were approved for these alterations. Then you decided to do additions, and submitted a different set of plans covering the additions only. All of the work needs to be incorporated into 1 set of plans, showing the interioraIterations AND the additions. We cannot accept 2 different sets of plans for the same permit. What you just submitted, on 1/26/17, was what you originally submitted that just shows the interior alterations. Your design professional needs to make 1 master set of plans that show all of the work in its entirety — addressing both the interior alterations and the additions on the same pages, and submit two copies of that master set for review. Separate from all of that, I need two copies of plans specifically addressing the gazebo and only the gazebo, since that is required to be on its own permit. You will not be permitted to use the addition/alteration plans for the gazebo. So when the design professional fixes the plans for the addition/alterations, take the gazebo off and put them on their own set of plans. If this still isn't making sense, you can set up a time to come in and meet and I can show you specifically what I'm talking about. Let me know if you have any questions or if you would like to set up a meeting. Steve Fiorey, CBO Residential Plans Examiner City of Sanford Fire Department Buildine and Fire Prevention Division 300 N. Park Ave Sanford, FL 32771 Office: 407.688.5065 Fax: 407.688.5152 Revision-E City of Sanford Response to Comments ECE'V Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 JAN p 3 1Email: building@sanfordfl.gov ii 1 Permit # I " Su mittal Date O I OBI Date -I Project Address: a'Z-OCO C-(" Contact: mzo,1 4L,&c fZT Ph: Qd-1 19LA`'l, Fax: Email: % W-,FsEfLTC-aC, §)= Mak l._.. Go,/V-% Trades encompassed in revision: Building Plumbing Ed Electrical R Mechanical Life Safety Waste Water General description of revision: noomoit) Awo Got4so Ag - o lT iorJ AND (, ALC IISo o0 N T loin AwQ C.IIZ too TZ. tc-4 C,4ANC,G '-50IGLU Department ROUTING INFORMATION Approvals Utilities Waste Water 0rHI) d Planning Ok to install 20'x22' gazebo accessory structure in location shown with 15' rear setback. Structure shall be constructed of cmu w/ decorative concrete finish and ashpalt shingles. Additional impervious beyond this permit may exceed the 50% maximum allowed on site. Engineering - i Fire Prevention 0 Building i .-,". Revision V/ City of Sanford Response to Comments O „1. IV.:. Building &Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 JAN 7 6 1011 Email: building@sanfordfl.gov Permit # ` (Submittal Date ( I.C. T 1 Project Address: I C 6 G ao 1 CT Contact: kk kY, kzc l- i Ph: Lkl 19 yy Fax: Email: A4- citrcf,C, @.AMA IL.. CGS Trades encompassed in revision: General description of revision: 0 Building Cr-OA ME wT Ill Plumbing Electrical III Mechanical Life Safety Waste Water ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention Building -L, - f f - - 17 A r CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION 300 N. PARK AVENUE SANFORD, FLORIDA 32772 PHONE: 407.688.5150 FAx: 407.688.5152 PLAN REVIEW COMMENTS Application Number: 16-1076 Date: 1/23/2017 Project Description: Revision Contact Name: Aaron Albert Job Address: 106 Garden Ct Contact Email: AAlbertCGCna pmail.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 conies of affected plait sheets and/or supplemental information as requested. Permit submittals will not be accepted without two copies. COMMENTS: 1. The design professional needs to incorporate the previously permitted interior alteration plans with the new set of plans that show the additions, so there is 1 set of plans covering all phases of the project for clarification. A review cannot be completed until this is done. The new set of plans must show the existing layout of the house and all proposed work, including the interior alterations as well as the additions. FBC 107 2. Two copies of completed and signed Energy Calculations are required. Only 1 copy was submitted and they are not signed. The owner/agent must sign the cover page of the Energy Calculations as well as the EPL card page. FBC 107 3. Please provide all required Florida Product Approval and corresponding installation instructions that will be used on the project — garage doors, shingles, underlayment, and any new windows/doors that the previous submittals may not cover. Two copies are required for all documents. FBC 107 4. The Gazebo is an accessory structure and requires its own permit. A review will not be completed until a new permit application is filled out for the Gazebo. All required information pertaining to the Gazebo, such as Florida Product Approval, must be submitted as part of the new application. Two copies of all documents are required. FBC 107 No Review has been conducted** 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. lice meetings with the plans examiner to discuss comments will require an appointment, arranged by phone or email prior to arrival. Respectfully, Steve Fiorey, CBO Residential Plans Examiner RevisECEIVEion)< CityofSanfordResponse to Comments JUN 14 2017 Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 BY: Email: building@sanfordfl.gov Permit # \ LD " O-1 Submittal Date 0 Project Address: Contact: tC(,l,/oy\ 1ClV1&Vk Ph: Li U-1 . ;54 -11' H H Fax: Email: ACbtA Cq . q'(v G fl1 -CUM Trades encompassed in revision: General description of revision: Building hGVJ iL 121 Plumbing W a.A LV L Electrical Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention ROUTING INFORMATION Approvals 0 Building - Sr r.. - w ' `7 RECORD COPY FORMR405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department ofl3usiness and Professional Regulation -Residential Performance Method Project Name: Addition - 1129602 Builder Name: JL Stone Construction 106 GardenCourt Permit Office: City of Sanford Ci State,Zi Sanford , FL , O ner. p Arron Albert Permit Number#11 1 Jurisdiction:691500ODesignnINGStreet: Location: FL, Sanford County:: Seminole (Florida Climate Zone 2) 1. New constructionor existing Addition 9. Wall Types(628.3 sqft.) Insulation Area 2 Single familyor multiple family Single-family a. Concrete Block- Int Insul, Exterior R=5.0 628.28 ftZ b. N/A R= f P 3 Number of units, if multiple family 1 c. N/A R= fP 4. Numberof Bedroom(Bedrms In Addition) 0(0) d N/A R= ff 5. Is this a worst case? No 10. Ceiling Types(532.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 532.00 M 6. Conditionednoor area abovegrade(ft) 532 b. N/A R= ff Conditioned floor area belowgrade(ftz) 0 C. N/A R= ff 11. Ducts R f P 7. Window(67.1 sqft.) Description Area a. Sup: Attic, Ret: Addition,AH: Addition 6 106.4 a. U-Factor: Dbl, U=0.45 67.06 ft' SHGC: SHGC=0.35 b. U-Factor: N/A ff 12• Cooling systems kBtu/r Efficiency SHGC: a• Central Unit 40.0 SEER:1400 c. U-Factor: N/A ff SHGC: 13. Heating systems k Btu/IT Efficiency d. U-Factor: N/A fP a. Electric Heat Pump 42.0 HSPF.8.20 SHGC: Area Weighted Average Overhang Depth: 5.509 ft. Area Weighted Average SHGC: 0.350 14. Hot water systems Existing a. Cap: N/A 8. Floor Types (532.0 sqft.) Insulation Area EF: 0.000 a. Slab -On -Grade Ede Insulation R=0.0 532.00 ft° 9 b. Conservation b. N/A R= ff C. N/A R= ff 15. Credits None Glass/Floor Area: 0.126 Total Proposed Modified Loads: 15.46 PASSTotalBaselineLoads: 16.90 1 herebycertify that the plans andspecifications covered by this incompliance the Florida Energy Reviewof the plans and by this O TIiE Sr9T calculation are with specifications covered Code. Jo.s,e A. r3ov^va n, calculation indicates compliance yk; +i„ '' r•` with the FloridaEnergy Code. k '.. PREPAREDBY: Southern Energy Evaluation Services Before construction iscompleted DATE: 12-01-16 this building will be inspected for compliance with Section 553.908 I herebycertify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Co COD WE OWNER/AGENT: oe BUILDING OFFICIAL: DATE: 7 DATE: 114. Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an AirBarrier andlnsulation Inspection Checklist inaccordance with R402.4.1.1 and anenvelope leakage testreport in accordance with R402.4.1.2. ; JAN CIE'VI 16 2017 BY: 12/1/2016 4:49 PM EnergyGauge® USA- FlaRes2014 Section R405.4.1 Compliant SoftwaPage 1 of 4 FORM R405-2014 PROJECT Title. Building Type: Owner: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Addition - 1129602 User Arron Albert 1 JL Stone Construction City of Sanford 691500 Single-family Addition Bedrooms: 0 Conditioned Area: 532 Total Stories: 1 Worst Case: No Rotate Angle: 0 Cross Ventilation: Whole House Fan: Address Type: Street Address Lot # Block/SubDivision: PlalBook: Street: 106 Garden Court County: Seminole City, State, Zip: Sanford , FL , CLIMATE Design Location IECC Design Temp TMY Site Zone 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Sanford FL ORLANDO_SANFOR 2 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 532 4963.6 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 Addition 532 4963.6 No 4 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Addition 57 ft 0 532 ft2 -__ 0 0 1 ROOF J # Roof Gable Roof Type Materials Area Area Color Solar SA Emitt Emitt Deck Pitch Absor. Tested Tested Insul. (deg) 1 Gable or shed Composition shingles 576 ft2 110 ft2 Medium 0.96 No 0.9 No 0 22.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 532 ft2 N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Addition 30 Blown 532 ft2 0.11 Wood 12/1/2016 4:49 PM EnergyGauge® USA- FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 WALLS il.--Oml Adjacent To Wall Tape pace Cavity Width Height Sheathing Framing Solar BelowSpaceR-Value Ft In Fl 1n Area 1 N 2 E 3 W Exterior Concrete Block- Int Insul Addition 5 42 9.33 391.9 ft= 0 0.349999 0 Exterior Concrete Block- Int Insul Addition 5 12.67 9.33 118.2 ft' 0 0.349999 0 Exterior Concrete Block- Int Insul Addition 5 12.67 9.33 118.2 ft' 0 0.349999 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 W Wood Addition None .46 2 7 14 ft' WINDOWS Orientation shownis the entered, Proposed orientation. V # Wall Ornt ID Frame Panes Overhang NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 2 N 1 Vinyl Low-E Double Yes 0.45 0.35 39.1 fl' 1 ft 4 in 1 ft 1 in Drapes/blinds None W 3 Vinyl Low-E Double Yes 0.45 0.35 28.0 fN 11 ft 4 in 1 ft 1 in Drapes/blinds None INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed CFM(50) 000296 413 22.67 42.64 .2161 4.9924 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF:8.2 42 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 14 40 kBtu/hr 1200 cfm 0.75 1 sys#1 SOLAR HOT WATERSYSTEM FSEC Cart # Company Name Collector Storage System Model # Collector Model # Area Volume FEF fp DUCTS Supply--- Location R-Value Area Return---- Air CFM 25 CFM25 HVAC # Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 106.4 ft Addition 26.6 ft° Default Leakage Addition (Default) (Default) 1 1 12/1/2016 4:49 PM EnergyGauge® USA- FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 TEMPERATURES Programable ThermostatNone Ceiling Fans: Coolin j Jan [ Feb Mar r Ma Jun1 X Julj X] Aug Se1 Oct Nov Dec Heating I Jan Feb Jan Feb Mar Mar A r I May Ma; JunriJun l JulrJul l ]Aug Aug SepSe l get lx1 NovkiNov DecVentinHDec1IIllXll11lxJct Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (Wp) 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 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 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 Heating (WEH) AM 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 12/1/2016 4:49 PM EnergyGauge® USA- FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 FORMR405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX*= 91 The lower theEnergyPerformance Index, the moreefficient the home. 1. New construclionor existing 2. Single familyor multiple family 3. Number of units, if multiple family 4. Numberof Bedrooms 5. Is this a worst case? 6. Conditionedfloor area(ftz) 7. Windows" Description a. U-Factor: Dbl, U=0 45 SHGC: SHGC=0.35 b. U-Factor: N/A SHGC: c. U-Factor• N/A SHGC: d. U-Factor. N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 106 Garden Court, Sanford, FL, Addition Single-family 1 0(0) No 532 Area 67,06 ft' 8. Floor Types Insulation a. Slab -On -Grade Edge Insulation R=0.0 b. N/A R= c. N/A R= fP fP ip 5 509 ft. 0.350 Area 532.00 ft= fP fP 9• Wall Types a. Concrete Block- Int Insul, Exterior b. N/A c. N/A d. N/A 10. Ceiling Types a. Under Attic (Vented) b. N/A c. N/A 11. Ducts a. Sup: Attic, Ret. Addition,AH: Addition 12. Cooling systems a. Central Unit 13. Heating systems a. Electric Heat Pump 14. Hot water systems None required a. b. Conservation features 15. Credits I certify that this home hamomplied with the Florida Energy Efficiency Code fosuilding Constructionthrough the above energy saving features which will beinstalled (orexceeded) in this home before final inspection. Otherwise, a new EPL Display Cardwill becompleted based oninstalled Codecom t features. BuilderSignature: Date: 12-C& -7 Address of NewHome: 106 Garden Court City/FLZip: Sanford, FL, Insulation R=5.0 R= R= R= Insulation R=30.0 R= R= Area 628.28 ft' fP fP fP Area 532.00 ft' fP fP R fP 6 106.4 k BtuRr Efficiency 40.0 SEER:14 00 k Btu/IT Efficiency 42.0 HSPF:8.50 Cap: N/A E F: None Note: This is not aBuilding Energy Rating. If yourindex isbelow 70, yourhome mayqualify for energyefficient mortgage (EEM)incentives if youobtain aFloridaEnergyGauge Rating. Contact theEnergyGauge Hotline at (321) 638-1492 or seetheEnergyGauge web site atenergygauge.com fofinformation and a list ofcertified Raters. For information about the FloridaBuilding Code, Energy Conservation, contact the FloridaBuilding Commission's support staff. Labelrequired bySection R303.1.3 of the FloridaBuilding Code, Energy Conservation, if not DEFAULT. 12/1/2016 4:57 PM EnergyGauge® USA- FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 Residential System Sizing Calculation Summary Arron Albert Project Title: 106 Garden Court Addition - Existing 1129602 Sanford, FL Existing 3.5 Ton Heat Pump 12/1/2016 Location for weather data: Sanford, FL - Defaults: Latitude(28.78) Altitude(89 ft.) Temp Range(M) Humidity data: Interior RH 50% Outdoor wet bulb 76F Humidity difference 44 r. Winter design temperature(TMY3 99%) 36 F Summer design temperature(TMY3 99%) 95 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 34 F Summer temperature difference 20 F Total heating load calculation 31899 Btuh Total cooling load calculation 31558 Btuh Submitted heating capacity of calc Btuh Submitted cooling capacity of calc Btuh Total (Electric Heat Pump) 131.7 42000 Sensible (SHR = 0.75) 115.5 30000 Heat Pump + Auxiliary(O.OkW) 131.7 42000 Latent 179.2 10000 Total Electric Heat Pump) 126.8 40000 WINTER CALCULATIONS Winter Hantinn I narl ffnr 9d9d snftl Load component Load Window total 210 sqft 3206 Btuh Wall total 1725 sqft 8649 Btuh Door total 28 sqft 438 Btuh Ceiling total 2404 sqft 2603 Btuh Floor total See detail report 8225 Btuh Infiltration 130 cfm 4847 Btuh Duct loss 3931 Btuh Subtotal 31899 Btuh Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS 1 31899 Btuh Summer Cooling Load (for 2424 soft waiis(27.1X) Floors(25.b%) SUMMER CALCULATIONS- D rs('AX) Load component Load Window total 210 sqft 4081 Btuh Wall total 1725 sqft 4070 Btuh Door total 28 sqft 399 Btuh Ceiling total 2404 sqft 3445 Btuh Floor total 0 Btuh Infiltration 97 cfm 2138 Btuh Internal gain 1840 Btuh Duct gain 4004 Btuh Sens. Ventilation 0 cfm 0 Btuh Blower Load 6000 Btuh Total sensible gain 25978 Btuh Latent gain(ducts) 1071 Btuh Latent gain(infiltration) 2908 Btuh Latent gain(ventilation) 0 Btuh Latent gain(intemal/occupants/other) 1600 Btuh Total latent gain 5580 Btuh TOTAL HEAT GAIN 31558 Btuh h KRKURL 1 Wells(12.9'Ye) Doors(1.396) •' Infil.(16.0%) Ducts(16.196) V Int.Gain(5.6%) In s(Q2X) wneowstlonx> o u(usX> In61.(15.2X) Ceilings(10.9%) Windaas(12.9%) Blovser(19.0%) Latent int(5.1 %) EnergyGauge® System Sizing JOyP.h-%v A. 13oyn YA4*v PREPARED BY:Southern Energy Evaluation Services DATE: 12-01-16 EnergyGauge® / USRCZB v5.1 System Sizing Calculations - Winter Residential Load - Room by Room Component Details Arron Albert Project Title: 106 Garden Court Addition - Existing 1129602 Sanford, FL Building Type: User 12/1/2016 Reference City: Sanford, FL (Defaults) Winter Temperature Difference: 34.0 F (TMY3 99%) Window Panes/Type Frame U Orientation Area s ft X HTM= Load 1 2, NFRC 0.35 Vinyl 0.45 N 39.1 15.3 598 Btuh 2 2, NFRC 0.35 Vinyl 0.45 W 28.0 15.3 428 Btuh Window Total 67.1 s ft 1026 Btuh Walls Type Ornt. Ueff. R-Value Area X HTM= Load Cav/Sh) 1 Conc Blk,Hollow - Ext (0.132) 5.0/0.0 353 4.47 1578 Btuh 2 Conc Blk,Hollow - Ext (0.132) 5.0/0.0 118 4.47 529 Btuh 3 Conc Blk,Hollow - Ext (0.132) 5.0/0.0 76 4.47 341 Btuh Wall Total 547 s ft 2448 Btuh Doors Type Storm Ueff. Area X HTM= Load 1 Wood - Exterior, n (0.460) 14 15.6 219 Btuh Door Total 14 s ft 21913tuh Ceilings Type/Color/Surface Ueff. R-Value Area X HTM= Load 1 Vented Attic/L/Shing (0.032) 30.0/0.0 532 1.1 576 Btuh Ceilinq Total 532 s ft 5766tuh Floors Type Ueff. R-Value Size X HTM= Load 1 Slab On Grade (1.180) 0.0 57.0 ft(perim.) 40.1 2287 Btuh Floor Total 532 s ft 2287 Btuh Room Envelope Subtotal: 6556 Btuh Infiltration Type Wholehouse ACH Room Volume Wall Ratio CFM= Natural 0.34 4964 0.32 41.2 1538 Btuh Duct load Average sealed, Supply(R6.0-Attic), Return(R6.0-Cond.) DLM of 0.141) 1138 Btuh Room #1 Sensible Room Subtotal 9231 Btuh Window Panes/Type Frame U Orientation Area s ft X HTM= Load 3 2, NFRC 0.35 Vinyl 0.45 S 25.8 15.3 394 Btuh 4 2, NFRC 0.35 Vinyl 0.45 S 25.8 15.3 394 Btuh 5 2, NFRC 0.35 Vinyl 0.45 W 42.0 15.3 642 Btuh 6 2, NFRC 0.35 Vinyl 0.45 N 21.0 15.3 321 Btuh 7 2, NFRC 0.35 Vinyl 0.45 N 28.0 15.3 428 Btuh Window Total 142.5 s ft 2180 Btuh EnergyGauge® / USRCZB v5.1 Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) Arron Albert Project Title: 106 Garden Court Addition - Existing 1129602 Sanford, FL Building Type: User 12/1/2016 Walls Type Ornt. Ueff. R-Value Area X HTM= Load Cav/Sh) 4 Conc Blk,Hollow - Ext 0.132) 5.0/0.0 89 4.47 399 Btuh 5 Conc Blk,Hollow - Ext 0.132) 5.0/0.0 131 4.47 584 Btuh 6 Conc Blk,Hollow - Ext 0.132) 5.0/0.0 93 4.47 417 Btuh 7 Conc BIk,Hollow - Ext 0.179) 3.0/0.0 295 6.07 1788 Btuh 8 Conc BIk,Hollow - Ext 0.179) 3.0/0.0 191 6.07 1161 Btuh 9 Conc Blk,Hollow - Ext 0.179) 3.0/0.0 99 6.07 599 Btuh 10 Conc Blk,Hollow - Ext 0.132) 5.0/0.0 280 4.47 1252 Btuh Wall Total 1178 s ft 6201 Btuh Doors Type Storm Ueff. Area X HTM= Load 2 Wood - Exterior, n 0.460) 14 15.6 219 Btuh Door Total 14 s ft 219Btuh Ceilings Type/Color/Surface Ueff. R-Value Area X HTM= Load 2 Vented Attic/L/Shing 0.032) 30.0/0.0 1872 1.1 2027 Btuh Ceilinq Total 1872 s ft 2027Btuh Floors Type Ueff. R-Value Size X HTM= Load 2 Slab On Grade 1.180) 0.0 148.0 ft(perim.) 40.1 5938 Btuh Floor Total 1872 s ft 5938 Btuh Room Envelope Subtotal: 16565 Btuh Infiltration Type Wholehouse ACH Room Volume Wall Ratio CFM= Natural 0.34 17652 0.68 88.7 3309 Btuh Duct load Average sealed, Supply(R6.0-Attic), Retum(R6.0-Cond.) DLM of 0.141) 2794 Btuh Room #2 Sensible Room Subtotal 22668 Btuh Subtotal Sensible Heat Loss 31899 Btuh Totals for Heating Ventilation Sensible Heat Loss 0 Btuh Total Heat Loss 31899 Btuh EnergyGauge® / USRCZB v5.1 Page 2 Manual J Winter Calculations Residential Load - Component Details (continued) Arron Albert Project Title: 106 Garden Court Addition - Existing 1129602 Sanford, FL Building Type: User 12/1 /2016 1. Electric Heat Pump # 42000 Btuh Key: Window types - NFRC (Requires U-Factor and Shading coefficient(SHGC) of glass as numerical values) or - Glass as 'Clear' or 'Tint' (Uses U-Factor and SHGC defaults) U - (Window U-Factor) HTM - (Manual] Heat Transfer Multiplier) EnergyGauge® / USRCZB v5.1 Page 3 System Sizing Calculations - Summer Residential Load - Room by Room Component Details Arron Albert Project Title: 106 Garden Court Addition - Existing 1129602 Sanford, FL 12/1/2016 Reference City: Sanford, FL Temperature Difference: 20.OF(TMY3 99%) Humidity difference: 44gr. Type' Overhang Window Area(sqft) HTM Load Window Panes SHGC U InSh IS Omt Len H t Gross ShadedUnshaded Shaded Unshaded 1 2 NFRC 0.35, 0.45 B-L No N 1.3ft 1.1ft 39.1 0.0 39.1 12 12 487 Btuh 2 2 NFRC 0.35, 0.45 B-L No W 11.3f 1.1ft 28.0 28.0 0.0 12 31 349 Btuh Window Total 67 sgft 836 Btuh Walls Type U-Value R-Value Area(sqft) HTM Load Cav/ Sheath 1 Concrete Blk,Hollow - Ext 0.13 5.0/0.0 352.8 2.1 743 Btuh 2 Concrete Blk,Hollow - Ext 0.13 5.0/0.0 118.2 2.1 249 Btuh 3 Concrete Blk,Hollow - Ext 0.13 5.0/0.0 76.2 2.1 160 Btuh Wall Total 547 (sgft) 1152 Btuh Doors Type Area (sqft) HTM Load 1 Wood - Exterior 14.0 14.3 200 Btuh Door Total 14 s ft 200 Btuh Ceilings Type/Color/Surface U-Value R-Value Area(sqft) HTM Load 1 Vented Attic/Light/Shingle 0 032 30.00.0 532.0 1.43 762 Btuh Ceiling Total 532 s ft 762 Btuh Floors Type R-Value Size HTM Load 1 Slab On Grade 0.0 532 (ft-perimeter) 0.0 0 Btuh Floor Total 532.0 sgft 0 Btuh Zone Envelope Subtotal: 2950 Btuh Infiltration Type Wholehouse ACH Volume(cuft) Wall Ratio CFM= Natural 0.26 4964 0.32 30.9 Load 678 Btuh Internal gain Occupants Btuh/occupant Appliance 4 X 230 + 0 Load 920 Btuh Sensible Envelope Load: 4549 Btuh Duct load Average sealed, Supply(R6.0-Attic), Retum(R6.0-Cond.) (DGM of 0.251 1140 Btuh Sensible Zone Load 5689 Btuh Window Type' Panes SHGC U InSh IS Omt Overhang Len H t Window Area(sqft) Gross ShadedUnshaded HTM Shaded Unshaded Load 3 2 NFRC 0.35, 0.45 No No S 1.3ft 1.1ft 25.8 25.8 0.0 16 19 423 Btuh 4 2 NFRC 0.35, 0.45 B-L No S 1.3ft 1.1ft 25.8 25.8 0.0 12 15 321 Btuh 5 2 NFRC 0.35, 0.45 B-L No W 1.3ft 1.1ft 42.0 0.2 41.8 12 31 1301 Btuh 6 2 NFRC 0.35, 0.45 B-L No N 1.3ft 1.1ft 21.0 0.0 21.0 12 12 262 Btuh 7 2 NFRC 0.35, 0.45 B-L No N 1.3ft 1.1ft 28.0 0.0 28.0 12 12 349 Btuh Window Total 1 1 142 s ft) 1 1 2656 Btuh EnergyGauge® / USRCZB v5.1 Page 1 Manual J Summer Calculations Residential Load - Component Details (continued) Arron Albert Project Title: Climate: FL_ORLANDO_SANFORD AIRPOR 106 Garden Court Addition - Existing 1129602 Sanford, FL 12/1/2016 Walls Type U-Value R-Value Area(sqft) HTM Load Cav/Sheath 4 Concrete Blk,Hollow - Ext 0.13 5.0/0.0 89.3 2.1 188 Btuh 5 Concrete Blk,Hollow - Ext 0.13 5.010.0 130.6 2.1 275 Btuh 6 Concrete Blk,Hollow - Ext 0.13 5.0/0 0 93.3 2.1 196 Btuh 7 Concrete Blk,Hollow - Ext 0.18 3.0/0.0 294.5 2.9 841 Btuh 8 Concrete Blk,Hollow - Ext 0.18 3.010.0 191.3 2.9 546 Btuh 9 Concrete Blk,Hollow- Ext 0.18 3.010.0 98.7 2.9 282 Btuh 10 Concrete Blk,Hollow - Ext 0.13 5.0/0.0 279.9 2.1 589 Btuh Wall Total 1178 (sqft) 2918 Btuh Doors Type Area (sqft) HTM Load 2 Wood - Exterior 14.0 14.3 200 Btuh Door Total 14 (sqft) 200 Btuh Ceilings Type/Color/Surface U-Value R-Value Area(sqft) HTM Load 2 Vented Attic/Light/Shingle 0.032 30.00.0 1872.0 1.43 2683 Btuh Ceiling Total 1872 (sqft) 2683 Btuh Floors Type R-Value Size HTM Load 2 Slab On Grade 0.0 1872 (ft-perimeter) 0.0 0 Btuh Floor Total 1872.0(sqft) 0 Btuh Zone Envelope Subtotal: 8457 Btuh Infiltration Type Wholehouse ACH Volume(cuft) Wall Ratio CFM= Natural 0.26 17652 0.68 66.6 Load 1460 Btuh Internal gain Occupants Btuh/occupant Appliance 4 X 230 + 0 Load 920 Btuh Sensible Envelope Load: 10837 Btuh Duct load Average sealed, Supply(R6.0-Attic), Return(R6.0-Cond.) (DGM of 0.251 2716 Btuh Sensible Zone Load 13553 Btuh Windows July excursion for System 1 588 Btuh Excursion Subtotal: 588 Btuh Duct load 1 147 Btuh Sensible Excursion Load 736 Btuh EnergyGaugeO / USRCZB v5.1 Page 2 Arron Albert 106 Garden Court Sanford, FL Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Climate: FL_ORLANDO_SANFORD AIRPOR Addition - Existing 1129602 12/1/2016 Sensible Envelope Load All Zones 15974 Btuh Sensible Duct Load 4004 Btuh Total Sensible Zone Loads 19978 Btuh Sensible ventilation 0 Btuh Blower 6000 Btuh Whole House Total sensible gain 25978 Btuh Totals for Cooling Latent infiltration gain (for 44 gr. humidity difference) 2908 Btuh Latent ventilation gain 0 Btuh Latent duct gain 1071 Btuh Latent occupant gain (8.0 people @ 200 Btuh per person) 1600 Btuh Latent other gain 0 Btuh Latent total gain 5580 Btuh TOTAL GAIN 31558 Btuh 1. Central Unit # 40000 Btuh Key: Window types (Panes - Number and type of panes of glass) SHGC - Shading coefficient of glass as SHGC numerical value) U - Window U-Factor) InSh - Interior shading device: none(No), Blinds(B), Draperies(D) or Roller Shades(R)) For Blinds: Assume medium color, half closed For Draperies: Assume medium weave, half closed For Roller shades: Assume translucent, half closed IS - Insect screen: none(N), Full(F) or Half(Y:)) Ornt - compass orientation) EnergyGaugeO / USRCZB v5.1 Page 3 RECORD COPY This document has been ereetronlesily signed using a Digho Signature. Printed copies without an original signature must be veriwed using the original elechonk verb'. Alpine, an ITW Company 2400 Lake Orange Drive Suite 150 Orlando FL 32837 • '/Q Florida Engineering Certificate of Autborizaiion Number: 0 27 !•.••E./••••• // Florida Certificate of Product Approval # FLI999 • CJ Sf •.- Page 1 of I Document ID:I V W 8408-Z0330101 155 '1 No. 70861 Truss Fabricator: Accu-Span Truss Company t _ Job Identification: 11589-/Addition -- 106 Garden Street SANFORD, FL ( 589 AddgVAj{'!i,-a te- get SANFORD, Truss Count: 5 r Model Code' Florida Building Code 5th Edition (2014) Q;••;(O10 Truss Criteria. TPI-2007(STD) Fs+ ••'s'•'•'w Engineering Software: Alpine Softtttare,Version 15.01. s 10NAL. Structural Engineer of Record: The identity of the structural FOR did not exist as of Address: the seal date per section 61015-31.003(5a) of the FAC Minimum Design Loads: Roof - 37.0 PSF Q 1.25 Duration Floor - N/ A Wind - 140 MPH ASCE 7-10 -Closed Notes: 11 / 30/2016 1. Determination as to the suitability of these truss components for the William H.Krick structure is the responsibility of the building designer/engineer of -Truss Design Engineer - record, as defined in ANSI/TPI 1 2. The drawing date shown on this index sheet must match the date shown 2400 Lake Orange Dr, Suite150 on the individual truss component drawing. Orlando FL, 32837 3. As shown on attached drawings; the drawing number is preceded by: HCUSR408 Details: 14015EC1- GBLLETIN- Ref Description Drawin # Date 1 15712-- A1 16335156 11/30/16 2 15713-- A1GE 16335001 11/30/16 3 15714-- A2 16336157 11/30/16 4 15715-- W1 16335158 11/30/16 5 15716-- W1GE 16335159 11/30/16 RECISION THIS ON'G PREPARED FROM COMPUTER INPUT (LOADS L OIMENSIONS) SUBMITTED BY TRUSS MFR. llbUV-/Adoition -- lub uaroen street ,APirUKU, rL - AI) Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP A3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 55 plf at -1.33 to 55 plf at 12.00 TC- From 55 plf at 12.00 to 55 plf at 25.33 BC- From 4 plf at -1.33 to 4 plf at 0.00 BC- From 20 plf at 0.00 to 20 plf at 9.86 BC- From 60 plf at 9.86 to 60 plf at 14.66 BC- From 20 plf at 14.66 to 20 plf at 15.73 BC- From 20 plf at 15.73 to 20 plf at 24.00 BC- From 4 pif at 24.00 to 4 plf at 25.33 Wind loads and reactions based on MWFRS with additional C&C member design. 4X6 = 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg. Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 9-4-0 4-3 15 4-y I, 12-0-0 _I_ 12-0-0 _I 24-0-0 Over 2 Supports R=1168 U=402 W=7.625" R=1165 U=407 W=7.625" RL=127/-127 I'N7ryy rq Design Cr i t : FBC2014Res/TP I -2007 (STD) PLT TYP. Wave FT/RT=O% 0% /10 0 15. A @TY:9 FL/-/5/-/-/R/- Scale=.25"/Ft. NAMINGI •• REM AM fOLLM All NOTES ON THIS ONLNINGI TC LL 20. D PSF REF R408-- 15712IMMUNIT" FIOi11SH THIS 011NINK 0TOALLCWn=TOM IUA)IM 71E IMSTAUX101. p Tra.«• rsoelr..•er.•. co. m rsb"catu.p, 1..,.a,ro. .".pplro. lsoul l lro •,.l br«fro. a.l.r to •..a all ' O. Ov z TC DL 7 .0 PSF DATE 11 /30/16 wNlotsclaofOCSI (8-la.aO Ccoss-c Ser.ty I,.r.rsa..n. b1 Fvl .... WCA) r rsar Pr«a.c Pr. 3 n nra,alro w« "weclem. Isoull•1. •Ia11 P-do a.y.r.r7 br«lro Par KS1, a1b.l.s mcse a asp e/a.A w1I lass P.ap.rl] •cc«I..• •erut .l w fro ...e sects .lard eh•lI la... Prap.rly .cc ala c•ll.ro l«.tlbn Yaw. far p 1.t.r.1 r.•cr.lat of sobs ~1 la.. b.«lro =Am ll« p. Ks S O : S BC DL 10.0 PSF ORW HCUSR408 16335156 N7. N7 ar A10. .. -1 c.b1.. 1 pl.- to .scb r«. ar c . •,tl pe-ion •• .l.esa ebeso A( O 2 w oe...l.. ,.1.., a.« aw...«. a.r., anc.. ro. l mt rar . t...•..a Plot. Pa..a.aa.. % ` :•, BC LL 0.0 PSF HC-ENG SCN/WHK CA1P1s. . a.v.am .r 1n 0a11a.ro tape .ac• WeW Inc. AN me M ..1P1...b1. a.. ry Nv..uee rra • r.d ro. •.ry alb.. so Wlb w cr.n. 1n conrara.nt. siN ANSI rtPI 1, er ter M,tlllro, ."1PP. ro, d. AN rrWCOM17ANV l,at.11.elen i b.«.ro al t.a.«.. 4cs ti•...../....•• N(\ TOT. LD. 37.0 PSF SEQN- 991711 A M•I •n fhl• Orwlro •r •wsr polls I lstlro t111• •rslro. IM 1•sW dl • e'i l,p% v cECln i•ro I 1 r•epaalblIlly nl•I) r r w Onto. •N-. Th. e•Itsb111cy ws lae or Is O 1 OUR . FAC . 1.25 FROM MT 240D LiLe Omp Dr. Stlte 150 r..Palalblll-7 •r w aul ldlro Osoloar psr AN51/Ipl 1 s«.:. Od& l&FL Ilan F.r ••r• ."ra...c ••• t"I• jae•• °iniril •a • P•T •"A •• si. •I•• FLCOAN2272ALPINE: s.s..lpl.alcs.c.s. TPI w.. Pla.c.ar0; VIM sss.sbc1, %ry . ICt Ac-l'o-O SPACING 24.0" JREF- 1VW8408 Z03 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS a DIMENSIONS) SUBMITTED BY TRUSS MFR. 11589-/Addition -- 106 Garden Street SANFORD. FL - A1GE ) Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. Truss designed to support 8" maximum gable end overhang. 11ftM 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C. wind TC DL=4.2 psf, wind BC OL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. See OWGS A14015ENC101014 & GBLLETIN1014 for gable wind bracing requirements. 4 r --I 4 9-4-0 2X4 Al X = 2X4 (Al) U 4 c I, 12-0-0 _I, 12-0-0 _I 24-0-0 Over Continuous Support R=81 PLF U=25 PLF W=24-0-0 RL=5/-5 PLF Note: All Plates Are 2X4 Except As Shown. Design Cr i t : FBC2014Res/TP I -2007 (STD) ....... 4-3 15 PLT TYP. Wave FT/RT=O% O% /10 0 15. — @TY:1 FL/-/5/-/-/R/- Scale=.25"/Ft. a n O ( lLL AN rrwcoMAWY a00LdeQEILeQ,SIbleI30 7ARNINGI•• WAIL NO FMW ALL NOTES 011 INS 0401061 Ijr=Mr•• FIOIIISN THIS ONANII6 TO Au WNI11ACT00 INCUOIw THE INSTALIFNS. r•.... r.. Tulr...c.. <•.. — r•Orl—Im. N•MI.•y.-Ippl,q. Imc.11l,q IIIb—Im. O.r.r c. 1M .111 a.. 11_ w.c..., .. SCSI (O,.1Id.p Cmp.mnl S•r•q InL,•.um. bT IPI .M NTCA) r.r «r.tr p•«l.c p.. p.r1. &M .Iv. ra. Za 1-111— ~ I P••vlw to p...ry bl. m p•r SCSI. U11111 mc.d • c•p ~d •b.11 ww yr•p•'.Y •<t•<I..d •cruec..r.I w.ch l„O .M b.ccm ~d .b.I 11,•w . P.•p..Iy .cc l«.c,.m .lo... !.r P.r••r..ni Iat.r.I r••tr.l„t e, .. •N... N.w br 'm .mc•I I.d « NCS ecl.m N]. N7 •r ;110 ...ppl l<.bls. Am11 P.— 1..•<N r•<..1 c . •M M.1— .• q...., .b••. J....t a«.I.. _I_. mt.d •tb..«. Ne... ,• d.. 'mo 'Go.., .<..t.M..d PI.I. _..t. AIPI m. . a.. wlm •r I7 lul w.ro C••m cr•.p Im. Y,.11 me b. r.•pa-11,1. r<c rry b Ilclm r tn ANSI /TPI 1. •. 1.. b.Ml.m. .I,.p im. rm Or•. 1„p. •••Y r..lPr. m bu.ld tl.. cr•.. In Cl-", C. II.t.s, . b.<.. <, t..,..... wl t.l NI• d...lry .r ..... P•i II.CIIlO NI• .r..11lI IMI..cI.....his dr •F p.•M•I.Il.1 •IOIII...Ir10 Pa+ I011lry ..1•IP r0. am o"aw pa Th..uISAblllty .,1.1...F V,1. d.wll0 ro •Iv .c..cw. 1. P• Iu1011lq •f vl. 41IIdlq Oel r p.r ANSITI 1 S.e.T. o. 08 j ; 1 S T O p ( , i • G Ss `I i • TC LL 20.0 PSF TC OL 7.0 PSF BC OL 10.0 PSF BC LL 0.0 PSF TOT. LD. 37.0 PSF REF R408-- 15713 OATS 11 /30/16 DRW HCUSR408 16335001 HC- ENG JB/DF SEQN- 986149 OUR. FAC. 1.25 FROM MT SPACING 24.0" JREF- 1VW8408 Z03 Qluldo.FL 3M7 FL COA m 278 F.. «.• I..r<•..t..d ... ",•,•b'• O.m 1 mt.• p.0• .M w« ••b ..t.. ALPINE —. ip—m em: TPI:.w.cp.mc..ry, RCA .w.•bc.Mwcry.cm. ICC• .w..«1.I..•r0 THIS OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 11589-/Addition -- 106 Garden Street 5ANFUH0. FL - Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP Y1 Dense Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Special loads Lumber Our.Fac.=1.25 / Plate Our.Fac.=1.25) TC- From 55 plf at 0.00 to 55 plf at 12.00 TC- From 55 plf at 12.00 to 55 plf at 24.00 BC- From 4 plf at -1.33 to 4 plf at 0.00 BC- From 20 plf at 0.00 to 20 plf at 9.86 BC- From 60 plf at 9.86 to 60 plf at 14.66 BC- From 20 plf at 14.66 to 20 plf at 15.73 BC- From 20 plf at 15.73 to 20 pif at 24.00 BC- From 4 plf at 24.00 to 4 plf at 25.33 Wind loads and reactions based on MWFRS with additional C&C member design. 4X6 =_ 3X4(A1) = 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg. Located anywhere in roof, RISK CAT II, EXP C. wind TC OL=4.2 psf, wind BC OL=5.0 psf. GCpi(+/-)=0.18 Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 3X4(A1) = 4-3 15 9-4-0 I, 12-0-0 _I_ 12-0-0 _1 24-0-0 Over 2 Supports 31-1 R=1060 U=363 W=7.625" R=1057 U=367 W=7.625" RL=102/-102 NIfI1WffINyr Design Crit: FBC2014Res/TPI-2007(STO) j H. ''•. PLT TYP. Wave FT/RT=O% O% /10 0 15 .. ry% QTY:1 FL/-/5/-/-/R/- Scale=.3125"/Ft. 7ARNINGI•• ITEM AM ipuAp ALL &DIMS ON IRIS pwwlr&II 1 • F '• TC LL 20.0 PSF REF R408-- 1571411PTANT•• FUMISH THIS 1111Ad1M TO All OCNfMCT00 IIIMWI11C TIME IIISTAIA110. '•. Tr««• rpu,r• . cross crec,q r• .n r.brlc.c, q. 1w,dl,q. -pplq. I-M.0 .ne b. N. wr w • tell • .y u,. I..... w,c,en or CCSI (O„Id,q Cessomnt S.f Ly Inwre.0 by IPI .nd dICA) ter «war pr«u • Pr O 08 1 TC DL 7.0 PSF DATE 11 /30/16 to p.r lerblq t1,•« I,nec,am. I«ulwr• -1I P-.,is c•yPr•ry brs,q p•r 11CSI. u,l... mcw • S tap clots 0b.l1 I,.v. PreP.rly .ic.<H.d •trot Wr.l •I,..a,q - becta• ~d -11 I,s- ..rep.rly r, p.d c 11Im L•<..I- •boor, ter poro.ronc 1•t•r.I r•.tr.,nt er •.b. •N•II I,••e br•clq Imt.l loll i °c= BC DL 10.0 PSF DRW HCUSR408 16335157 1 0 .«aan• 0 v •r e 1 •. «PI I<.m Appq `I•c•• ce .•eb rIW of cres. •-1 'd - ...loon . .r,• • a at, a 0•u.l. nl... rated «. a.Ier ,e «.q. ,wA ter .t. dots Pl.te «..L,e .. S T O Q BC LL 0.0 PSF HC-ENG SCN/WHK AlPla. : 4 ....l..r ITIa 11-14.q Ca.P•n«p Creep Im. Noll roc W r..Pen.lble fer eny d.•Lclen ` q. wll.r. to W Id tM tru.. In <er, er«m..,U ANSIAPI 1, er ter I,.MI Iq, •I,IPPInp, AN WINCOMi1WY lrri•4.Il.tlen A b-4.0 .r tre..•.. •'%w4 •.•dpTOT. LD. 37.0 PSF SEQN- 991715 well m Olb dre.Iq Yr ee,r.r Pep• Ilotlq ale drainp. Irldleotoo eeeoplrs• of profe•elor,.l ogi-11 F ...d.. r.yerr• IbI IIry •e/e ly fbr a. d«l0, 0-. Th. -1tr11Iry ale - of al• dr«lq ter •ry •trt.:alr. 1• lls/ONNN (.N DUR. FAC. 1.25 FROM MT LWLd GrellpDr,Site 1Kt rwpiP,.lblllq er a. S.I.dlq 0«Ipmr p.r AASI/IPI I Sm.x. r 0depap,Fl D2VT Ter mr. ,nrerrtl.n .« t! ,. Jeb . p. or.I m . Pop. tr.« «b .It..: Ial SPACING 24. 0" JREF- 1 VW8408 Z03 FL COAMD278ALPINE .. IPln.,t. < IPI ... tPI"t is pr:.....b<„w.cry.<e.. ICC .«.l<e•. r..•rP 11 /30/ 2016 THIS OWG PREPARED FROM 00I11PUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS YFR. 11589-/Addition -- lUb Garden Street SAwhuHU, FL - N11) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Rt Bearing Leg 2x4 SP #3: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. BEARING LEG DOWN DESIGNED FOR VERTICAL LOADS ONLY. THE BUILDING DESIGNER MUST PROVIDE FOR PROPER LATERAL BRACING OF THE BEARING BELOW THIS TRUSS. PLT TYP. Wave 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TIC OL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. 2X4 III 4X8(•* 9-4-0 0-0 L' -4-0 j rc 13-0-4 Over 2 Supports R=570 U=152 W=7.625" R=471 U=163 W=4.25" RL=169/-47 (0.75" Effective Contact) Design Crit: FBC2014Res/TPI-2007(STD) H. FT/RT=O%(0%)/10(0) 15 1 1Vmlya IVORTMT.. F1001191 TRIS ORARIAc To ALL OVRRACf® IATR1611RO IIQTALLERi. Tru•w. rwu1--• in r br,bcl„p, lwrdl ,rq. N,pp1,q. Imca llrq •rre brw lrq. R•r•r mal.. Nlwa N,t,an o M1(e., Id,ra 6.m1.,,a s.r.ay l.rare.a, m, br IPI .,1e OrCA1 r1r wear prwl, w p•rr—I.P ww rv,<ciae. 1m 11... w11 prls,d• c<.por•ry brwv9 p•r K. LL11w• mcw tap <Iurd wl1 1,0w vrep.rly . c•<I..d acrl.:c r.l W.ch l,q .,W bocce..I ,d •lull Ni::'. prep.rly . r,g,d wl1, q. Lw•tle,,. cr.r gr.erunclburN rq cru ec .r wb. w11 Nw erw.0 i__ I" LL .wtlmo 63. 67 .r 610. w •ppl,e.bl.. Aop1Y o1.N. w •w1, r-..r crw. a,1l pe•Itlen w .1.1..1 .b. i Qa1a b,ea O. u,l., unl.•. rotN 1wr.,w R111r CO drw,rgs 160A-7 rer 1a. 1d P11t• A 1pl w. . d,.Mlan 1r In 6u1Id „a taepwrnt. C— 1— w11 roc a r•.pen.,bN r r .,ry a.l.V— 1,1p...y f•Jur• tp bu Jd tlu arw. 11 <.nrew .1" ANSI/T/I 1. of rer IUMI.M. .111pp 1,q. AN TNCOMPANY 1mc.11•cien 6 bre<b1p er trww•. A wel en NIe drwlp er — Peg. IISSIRO NI• erwlllR IM leew emgerl.e Of grerw.law.ry l .11.r.rl r.. per lel llq •.lelr Mrth. Mlgn 0— Th..ultmbl l sty.M w er tNl. d-1.9 rer .q •tra.:olre 1• 24MLow 0awDr. Salle150 ^•F'o•ulblllq 1r 6ulldlrp owlgrur p.r AASI/T71 I Sw.2. 0dada.FL 22E71 For w ,•1lrwclen w U1. j7., g., 1 rut•• p.R. •,%, Nuw wb sit• FL COA 0021a ALPINE TPI:—pi wc.er9; frCA: .w..b<ilWlary. ICC: w, u erg 6 30 FL/-/ 5/-/-/ R/- TC LL 20. 0 PSF TIC DL 7. 0 PSF BC OL 10. 0 PSF BC LL 0. 0 PSF TOT.LD. 37. 0 PSF DUR.FAC. 1. 25 SPACING 24.011 4-8-0 Scale=.375"/Ft. REF R408-- 15715 DATE 11/30/ 16 DRW HCUSR408 16335158 HC-ENG SCN/ WHK SEQN- 991720 FROM MT JREF- 1VW8408_ZO3 11/30/2016 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. 11589-/Addition -- 106 Garden Street JAWLIKU, tL - NI1Gt Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC See DWGS A14015ENC101014 & GBLLETIN1014 for gable wind bracing requirements. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 140 mph wind. 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC OL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non -concurrent live load. T - 4-0 L- 1-4-0 -J 12-7-4 Over Continuous Support R=81 PLF U=25 PLF W=12-7-4 RL=12/-3 PLF Note: All Plates Are 2X4 Except As Shown. aMMUNI FNh7 Design Crit: FBC2014Res/TPI-2007(STD) M H, ''+•,. PLT TYP. Wave FT/RT=O% O% /10 0 15 '' OTY:2 FL/-/5/-/-/R/- Scale=.5"/Ft. WARNINGI•• RM AM FOLLON ALL ROM 0 Ills o=IW'l r • F •• c,._ TC LL 20. 0 PSF REF R408-- 15716I1P0QFANF•• FUNNIsx THIS eNYIIIC TO ALL CWrRACTUO INCWUINe TIE INSTALIEAS. Tr««. rpul,. ocrs dr. In r«rle.N „p. Ar,d1 L,p, .b,Po•ro• Imu1II.q are ersl,q. N.r.r c.. roll • ' TIC OL 7.0 PSF DATE 11/30/16NorNa«t «.a.on or OCSI (eu.la.ne Ca orr,.a LHq Inr.rbra. m, er rPl one Tlrq) Lr borer w.ea. pr r m p.rrer.,.9 W« ru I_ I —I I.— WI I P-1do cego...y bree,ne psr eeS1. Un1... ..1 • O s coo d,erd WII Lore preesrlr .Czacl d .tractor• Wstniap ..a bocce. chord al,•II wv.. prep.rly . BC DL 10.0 PSF DRW HCUSR408 16335159rfoldedLrqt.ee•C.en. Y.a.n for p.rp•mnc Nbr•I r«cr..na er ease ""'If I,•.o brbe l,q Impl1« Jam( l o .« Clem u. e7 er e10. .. •pPl 0Cable. Reply plot« c...e1, I.C. er tans one p.ntlen « W.., bbe •ne Olr1- 3.a111 anl.« noted ealar..r. N•Iar ae drw leeA•7 !.r .a•„e.M I•a. pn..a.om. d • 8C LL 0.0 PSF HC-ENG SCN/WHK A IPIw•. • dl.l.,an er In eu.ldlry Cart•nrnts Creep Inc WII root « r..pemlbl. rr ..ry «...clan dr.•1 p, .nr fb,lur. to tulld w crab. ,n conrer«rc. bIN ANSI RPI 1. er Ier I,s,.ellp, .A.op.ro• a 1 f• • SEQN- 991635ANrtwCoMAWY-'IMINis Ar slq Cases, Ilstlne this drevIq. Indl«w aeebPsdrw dF Pr.F«.IMYI bNelrwrl 4cS TOT. LD. 37.0 PSF T. s•..• n.•.• rbpper lblllq sl.lr /br ties dmlw .hear,. THs balt•bl Icy bad lies, r MCA dr«Ira M1r .IV bvtb:tar. Ib .c ` 24MLFk Dr.slite150 r.rpararlblllq b1 tie• w,Ild1M o«Ioarr per ANSIMI T Sac.:. vNNA`, DUR. PAC. 1.25 FROM MT orlade.FL IM7 For sor. lnrereralen ... "n ,eft'. ,•n•r•I .ante. p•e. •ne th.....b I $ PACING 24 .0 " J REF - 1 VW8408 Z03 FL COA A3U ALPINE: ....•Ip ln.l w.cs; TPI: .w.cvlmc..rp, RCA a.a.sbc.n %".coa: ICC •.w «r. cry 11/30/2016 Gable Stud Reinforcement Detail ASCE 7-10: 140 Mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Ibr 120 mph tltrld Speed. 15' Mein Helght, Partially Enclosed, Exposure C. Kzt a 1.00 llrl 120 mph VOtd Speed. 13' Mean Height. Enclosed. Exposure D. Kzt a 1.00 4 100 nrnh Vlyd Sneed. 15' Mean Heleht. Partlally Enelesed. Exnesuro B. Kzt a IM S 2x4 Brace Gable Vertical pacing I Species I Grade No Braces 1) lx4 'L' &race 1) 2x4 'L' Brace 2) 2x4 'L• Brace Us 1) 2" 'L• Brace 2) 2x6 'L' 1p-nce we Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B J U Q at Nr S P F F f 163 02 4' 1- 6' 7• 7. 1• a• 61 r IV 10' 1' la 6• 13' 4' 13' 10' 14• V 14• V Stud 4' 1• 6' 7' 7' V 8' 6' 8' IV IV 1' 10' 6' 13. 4' 13, to, 14. 0' 14' V Standard S P D F L 4' 6• 7' 4' 7. 8' B' S. 9' V 10' 4' IV 9 13' 8' 14' 0' 14' V 14. 0' 62 4' 3' 7. 3' 7. 7• 8' 7- 8' 11' 1 10' 3' 10' r t3' 6' 14. V 14. 0' 14. V 63 4' r 6' V 1 4' 7' ll• 916, la 2' 10' 71 Ir 5' 13' 4' 14' 0' 14• V Stud 4' r 6' 0' 6' 4• 71111 B• 6' 10' 2' 10' 71 12' 5' 13' 4' 14. V 14' 0' Standard 4' 0' 3. 3' 3. 7• 7. V 7' 6' 9' 6' 10' r 11' V Ill• IV 14' o• 14' V U L QJ U O t S P F H F O1 / 62 4' 11' 8' 4' 8' 8' 9' IV 10' 3' 11. 8' 12' r 14' 0' 14' 0' 14' V 14' V 63 4. 8' e' 1• e• 8' 9. 8' 10' l' 11' 7' 12, 1' 14' V 14' D• 14' V 14' a Stud 4' W 8' 1' 9' v 10' 1' 11' 7' 12, 1' 14' o' 14• o• 14' V 14' a• Standard 4' 8' 6' 11'9. 3' 9' 11' 11' 7• 12' 1' 14' 0' 14. 0' 14' V 14' 0' S P D F L 1 5' 1' e' 5' 9' it, 10' 4' 11. IV 12' 4' 14' B' 14. V 14' V 14' V 92 41 4' RGIIV 0' 4' 0' 41 4' 63 4' 7' 4' II' 8' 12, 1' 4' 0' 14' V 14. V 14. 0' Stud 4' 9• 7' 4' 9. 9• 10' r 11' e' 12, 1' 14' V 14' V 14• V 14• r Standard 4' 8' 6' 5' e. 7' 9' r 11. 7' 12, 1' 13' 61 14. V 14• o' 14' 0' r2 d X d U O t CU S P F H F 1 / 62 5. 3' 9' r 9. 6• 10' IV 11. 31 11' e' 13, 5' 14' D' 14' o• 14' V 14' 0' B3 4' 1 11, 1' 4 14' V 14' . T4-'Ur- Stud 511, 9' V 9' 4' 10' 8' Ill' 1' 12' 9' 13' 3- 144 V 144 0' 14' V 14' 0' Standard 5' 1' 8' V 8' 6' 10' 8' 11' 1' Ir 9' 17 3' 14' 0• 14. V 14. 0' 14' 0' S P D F L 01 51 B' 91 r 91 e• lo• III 11. • 4 13, V 13. 6' 14' V 14' 0' 14' V 14• V 62 3' 5' 9' r 9. 6' 10' IV ll' 3' 12' 111 13151 14. V 14' V 14. V 14. V 63 5' 3• B• 3' 9• D' 10' 9' 11' r I2' 10, 13. 4• 14' V 14. V 14' 0• 14' V stud s• 3' v 5• 9' D' IO' 9' 1" r 12' to, 17 4• 14' D• 14' V 14. V 14' o• Standard 1 5' 1• 1 7' 5- 7. 11' 9' it, 1 10' 7• 1 12' 9' 13' 3' 4' 0' 14' 0• 14. 0' 1 14' B' Obliorol brace option vertical length may be dol lad when tlagansl bn'ace a used Convct diagonal braes for 43011 at each end hex sob totat to gth Is 141. Vertical tenpth shown M table above. L' K `& Refer to chart above wwmY = •FAD Me FOLLOW ALL 11tfl6 a "Is aLl1Mi eslXfmmtm FIOIOOI tla aaVBO TO ALL mmMCIUM OCLi M 9=ALLOL 8 swws WE wwws ewsw" w slim .wawa uwrvwaes mavesy wormvw% ay mrm w saw .w w O, Q$ 1oraetlnalaisFw'Fa'mam0 Vwee Mctler Onetawers don pravab anew per 1 rb ;;I atNrwas. tap dwrd slaw have prapeMy otled" atrvet" ws aemt watts" r dew haw a prepnly a"ad" p aWFtr pa LaeetLwd dww Ian Oemw"wmt Yta d restrwM of 111711 1 r2 dwn haw Mp O armglWl pa' r. =L Bi a • tla as t e w my pat" to each d tom! O F Rover - :a" Ma :'"aFar :trW . wd p + JAMlY irt.a.. m.isw '".ww" s S T O ' < Atpe. a dsabn of mr Mrw oavww"u (iae bv. ~ mt be n.owwbts Far 'ry dale O'• AN mvG iMHtt we UsUan a "y or to Oamf tlw tre b ae"tanw with Awtvrn b or for ewt a.v a a 01ift a vereea `•., •• w A wwsigrw m MY later ow sewn men ar da+r wmrbetw of prw msdond INCAL AL 6 Lam NvsmpsR OMe ZO ."F- .iteti..n e4'" Y tiw'rompa oaft of d Assail ew. wwuar w aw. e w Iterw 16Sute710RweephadroiW Py.ryewaVtpl t f Msmylane Negab. MO wawa rep wave atPM .waste .mtw vb .a'llan an :d`epr to el =Ch w d faw.=W07..=aso Bracing Group Species and Gradesm Group At m-str lei I • a • Stud es R=lar N SouthernLs 3 Stud Stated StWVkrd Group Bm slaw linudes; fM-Larch Southern PMsw 2I s2 Ix4 A'aces shall be SRII CStress-Rated Boardf sror Ix4 So, PM use only Irwaatral 35 or Indtutral 43 Stress -Rated Boards. Group B values may be used with than Gable Truss DetQR Notes, VNd Load deflection criterlon Is L/240. Prodde uptlit cam ectlov for 53 pif over eontYwae bow I (S psf TC Dead Load)6 Gable end asiports food from 4. 0' autlooleers eeh a o' ovarherg, or IV PA) an overhato Attach 'L' braces with 10d (012Vx3g' P&O nalts. Bl far (1) 'L' brace. since nols at r oc. In 1V end zaros and V ac. between sores. 1XWor (D 'L' braces• space rolls at 3' as. In IV end zones ad 6• as between zones L• bracing wet be a nbriaw of OU of web me"bar length, Gable Vertical Plate Sizes verMcal L hb to Less than 4. 0' IX4 or 2X3 Grew Mon 4' 0' I Us Refer to eaavn truss design far peak, splice. anal Mel plates. Refer to tM &Adhg Designer for eadebns not addt'essed by tHs datall. MAX. TOT. LD. 60 PSF MAX. SPACING 24.0' REF ASCE7-10-GAB14015 DATE 10/01/14 DRVG A14015ENCICIO14 11 /30/2016 T RetnfoiMont Go Tr Galole Detail For Let -in Verticals 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 lopped plates to spon the web. 2* 2X4 2X8 rrovlae connsczlons tor uputT speclelea on cne englneerea truss aeslgn. Attach each 'T' reinforcing member with End Driven Nails, 10d Common (0.148'x 3.'Atln) Nails at 4' O.C. plus 4) nails In the top and bottom chords. Toenalled Nails, IOd Common (0.148'x3'.nln) Toenails at 4' O.C. plus 4) toenails In the top and bottom chords. This detail to be used with the appropriate Alpine gable detail For ASCE wind load ASCE 7-05 Gable Detail Drawings A13013051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Gable Detail Drawings A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, A18015ENC101014, A20015ENCI01014, A20015END101014, A20015PEDIO1014, A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, A18030ENCIO1014, A20030ENC101014, A20030END101014, A20030PEDIOIO14 S11515ENCI00815, S12015ENC100815, 314015ENC100815, S16015ENC100815, S18015ENC100815, S20015ENC100815, S20015END100815, S20015PED100815, S11530ENC100815, S12030ENC100815, S14030ENC100815, S16030ENC10D815, S18030ENC100815, S20030ENC100815, S20030END100815, S20030PED100815 See appropriate Alpine gable detail for maximum length. T' Reinforcement Attachment Detail T' Reinforcing 'T' Reinforcing Member Member Toe-naa - or - En! -pall 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 Example, ASCE 7-10 Wind Speed = 120 mph Mean Roof Height - 30 ft. Kzt = 1.00 Gable Vertical = 24'ac. SP 43 T' Reinforcing Member Size = 2x4 T' Brace Increase (Prom Above) - 30% = 1.30 1) 2x4 'L' Brace Length - 8' 7' Maximum 'T' Reinforced Gable Vertical Length 1.30 x 8' 7' - It' 2' T' Relnf. Mbr. Size T' Increase 2x4 30 2x6 20 w.VARlm l RICO 00 fRLOV ALL 1QI[S OI THIS OGVDO V- C -••• -3 aeDIPURUAIo ftgNC M THIS ORAVDIG TO CONTastTols UCLMIG TIE VOTALAMIS. REF LET -IN VERT TrussSo reaJ'e eetrero care h fabricetbq, handing, ahbpY1y I eft1Y p aM bratI p Refer to f.11 . W latest edebn of Sssl (WAOV caomwnt Safety Infarv=% by TPI and 37ta for safes i 0. O8 1 i DATE 10/01/14 praCUCet PAW to serfs. a Wee fVKtlont. Inotellere shell aravbe tN poraryy braGblp per KSI. Unless rated other -We. tap chord Shell have property ettached structvrel slv 14 a bottom a DRWG GBLLETIN1014rshellhaveaprwpertYettGctwdridCAbnplocationsshb.In for porromm t lateral restraint of as Q 0 snail have ndddp In. at s per 4blr send an th 37 A 110, of epplics d o1Y pates to each to0ReerutoandingsInatelananewwtsWions, Drtass, unless rated ether.be. i• 7 T Refer to dra.blps 1401t-Z fin• starndera place positions, • : `(V . AN fTW COMPANY RAW. a d•Isbn of ITV waldho Cowpdhants Gray Inc shall not be reliponeble ford Q •.•.• •• v Oft dre.Mg. my failure to bald W truss In confor-once Mth NISI/TPI 1, or for Itstatatbw a braCbV of trraaes. 4t`f1'Ct . • t G\ MAX. TOT. LD. 60 PSF seal a INS drawing or cover pa 115% this draebg, Inmates accoplame of prdfessbrol VV/ t••`' DUR. FAC. ANY13723RIvelpoltOMee•eo s 'ryreWaalYtr aotely fv W aslon aha.m Th. Wgbaty w use a tlM dro.ft Qi Ay Sdts Zap Is •nY b W respmubYgr M W Rldrp Designer per IWSIrni I Seca 'd 16 Melybrel HoVft. MO 03017 far wwe bamstlen sot this Job's general not.s pogo end these web anon MAX. SPACING 24.0' ALPINE, ww%Stpbwlt.CoM TPb we..tpb,ft.orgl SSCA, w.e.sbCYtlgtrymgl ICG w..lccweoq I I/30/2016 L 1 0 LLI a 0 IS V) 0 Ld - 0 1) -"' V F— v LLJ 0I- N L. i o z 07 Q N O 0 U o U Q U) F- Q f- 0 07 Ld Q LLJ z Iv 0 z a, LLJ 0 o z TQ F- L O Q - 1 1 LLJ 0 C LLJ 0V) 0) V) 7-) 1n F- L LLJ 0 V) Q a 3: ry Q I i 62' 54' 8' 24' I l I i BUILDER TO REVIEW AND APPROVE ALL DIMENSIONS, WALL HEIGHTS, HEEL HEIGHTS, LOADING AND WIND EXPOSURE AND ALL FLOOR, CEILING AND ROOF CONDITIONS REFLECTED ON THIS LAYOUT AND THE SHOP DRAWINGS BY SIGNING BELOW AND SUBMITTING IT TO OUR OFFICE PRIOR TO FABRICATION. BUILDER DATE SHINGLE LOADING 140 m.p.h. WIND 12 EXPOSURE C 4 3-15/16" BRG. 16' OVERHANG PLUMB CUT TYPICAL TRUSS END ALL BEAMS BY OTHERS UNLESS NOTED ON LAYOUT. ALL ROOF TRUSS HANGERS ARE SIMPSON HUS26 OR HGUS26-2 AND ALL FLOOR HANGERS ARE THA422 UNLESS NOTED OTHERWISE. BEARING HEIGHTS I HANGER TAKEOFF 8'-0" HEIGHT 9'-4" HEIGHT NOTE WARNING CONVEN710MAL FRAYING, ERECTION AND/OR PERMANENT BRACING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER, PLATE MANIIFACTI/RER, OR TRUSS MANUFACTURER PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEDt PROFESSIONAL ADVICE RECARDINC ERECTION BRACING WHICH IS ALWAYS REQUIRED 10 PREVENT TOPPLING AND DOMINOINC DURING ERECTION; AND PERMANENT BRACING WHICH MAY BE REQUIRED IN SPECIFIC APPLICATIONS SEE *GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING. RESTRAINING R BRACING OF METAL PLAIT CONNECTED WOOD TRUSSES RECOMMENDATIONS' BC9 2006) FOR FURTHER INFORMATION. TRUSSES SMALL BE INSTALLED IN A SIRAICHT AND PLUMB POSITION WHERE NO SHEATHING IS APPLIED DIRECTLY TO TOP AND/OR BOTTOM GNORDS. THEY SMALL BE BRACED AS SPECIFIED ON THE ENGINEERED DESIGN. TRUSSES SMALL BE HANDLED VAIN REASONABLE CARE DURING ERECTION TO PREVENT DAMAGE OR PERSONAL INJURY ATTENTION APPROVAL OF THIS TRUSS LAYOUT IS NECESSARY BEFORE FABRICATION CAN BEGIN. VERIFY SPANS, PITCHES, OVERHANGS, HEELS AND BEARING CONDITIONS. ACCEPTANCE OF THIS LAYOUT ASSUMES TOTAL RESPONSIBILITY. TRUSSES WILL BE BUILT PER THIS LAYOUT. ROOF FLOOR TRUSSES TRUSSES ACCU—SPAN TRUSS CO. 407-321-1440 / 386-872-5098 / 352-557-4901 LONGWOOD/ORMOND BEACH /MASC07TE JL STONE JOB NAME ADDITION LOT/BIX/SUBDN 106 GARDEN CT. 30-161MIKE T. 111589 FLOPIDA OQPAP7/AQM OF , ,J. `• i Business & Professional Regulation ,,' .L11IR BB PR HO,'[E 9 SOBT DBPn DBPR DIVISIONS CDWACT DBPR db reProduct Approval IUSER: Public User Jrgwm Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email , Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL5325-R6 Revision 2014 Approved U SDP Inc. RE\J 410-130 Bridgeland Ave Toronto, 866) 747-4035 Ext 4 sdipede@sdp-products.com Sandro Di Pede sdIpede@sdp-products.com Sandro DiPede 410-130 Bridgeland Ave Toronto 416) 780-1700 sandrodi pede@bellnet.ca Sandro DiPede 410-130 Bridgeland Ave Toronto 416) 780-1700 sandrodi pede@bellnet.ca Roofing Underlayments SION Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer U Evaluation Report - Hardcopy Received Robert Nieminen PE-59166 Intertek Testing Services NA, Inc. 11/18/2017 John W. Knezevich, PE lWI Validation Checklist - Hardcopy Received Sections from the Code 1507.2.3 1507.2.4 rr_WK91 111119 u t r 1507.2.8 1507.3.3 1507.4.5.1 1507.4.5.2 1507.5.3 1507.7.3 1507.8.3 1507.9.3 1507.9.5 1518.4 1523.6.5.2.1 1523.6.5.2.9 Product Approval Method Method 2 Option B Date Submitted 04/29/2015 Date Validated 04/30/2015 Date Pending FBC Approval 05/10/2015 Date Approved 06/23/2015 Summary of Products FL # Model, Number or Name Description 5325.1 PALISADE Roofing Synthetic Roofing Underlayments Underlayments Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL5325 R6 II 2015 04 FINAL ER SDP UNDERLAYMENTS FL5325- R6.DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: 1.) PALISADE is for use in non-HVHZ and HVHZ Evaluation Reports jurisdictions. 2.) PALISADE SA -HT Is not for use in FL5325 R6 AE 2015 04 FINAL ER SDP UNDERLAYMENTS FL5325- R6.DdfHVHZ. 3.) Refer to ER Section 5 for Limits of Use. Created by Independent Third Party: Yes Bach Next Contact Us :: 2501 Blair Stone Road. Tallahassee Fl. 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.139S. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: 00 E Credit Card Safe QTRINITY I ERD EVALUATION REPORT EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 SDP, Inc. Evaluation Report S19010.07.09-R2 410-130 Bridgeland Avenue FL5325-R6 Toronto, Ontario M6A 1Z4 Date of Issuance: 07/03/2009 Canada Revision 2: 04/29/2015 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5th Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: PALISADE'" Roof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity IERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 5. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P E. on 04/29/2025. This does not serve as an electronically signed document. Signed, sealed hardcoples have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. QoTmrryIERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: PALISADE`" Roof Underlayments, as produced by SDP, Inc., have demonstrated compliance with the intent of the following sections of the Florida Building Code through testing in accordance with the applicable sections of the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.3, 1507.2.8, 2507.4.5.2, Unrolling, Breaking Strength, Pliability, Loss ASTM D226 2006 1507.4.5.2, 1507.5.3, 1507.5.3.2, on Heating 1507.7.3, 1507.7.3.2, 1507.8.3, 1S07.8.3.2, 1507.9.3, 1507.9.3.2, 2507.9.5, 1518.4 1518.4 Unrolling, Pliability, Behavior on Heating, ASTM D2626 2004 Breaking Strength, Water Vapor Permeance 2507.2.4, 1507.5.3 Unrolling, Thickness, Max load, Elongation ASTM D1970 2009 at Break, Adhesion, Thermal Stability, Low Temp Flex, Tear Resistance, Moisture Vapor Permeance, Self-Sealability 1507.3.3 Installation Practice FRSA/TRI April 2012 (04-22) 2022 2523.6.5.2.2 Dimensional Stability, Tear Resistance, TAS 104 1995 Breaking Strength, Water Absorption, Low Temp Flex, UV Exposure, Accelerated Aging, Cyclic Elongation, Water Vapor Transmission 1523.6.5.2.9 Comparative Rupture TAS 127, Appendix B 2995 TAS 220 Accelerated Weathering TAS 210 2000 3. REFERENCES: i221 Examination Reference Date ERD (TST6049) Physical Properties S4240.10.06 10/03/2006 ERD (TST6049) Physical Properties & Rupture SO404C.12.05-R2 02/23/2009 ERD (TST6049) Accelerated Weathering S37000.06.11 06/14/2022 ICC-ES (EVL2396) IBC/IRC Compliance ESR-2847 03/01/2015 Miami -Dade (CER3592) HVHZ Compliance 11-0724.05 21/20/2011 ITS-ETL/WH (QUA1673) Quality Control Inspection Report 12/18/2014 4. PRODUCT DESCRIPTION: 4.1 Mechanically Fastened Underlayments: 4.1.1 PALISADE'" is a synthetic roofing underlayment comprised of a polyolefin-coated, woven construction with dual skid resistant surfaces. PALISADE'" is acceptable for use in non-HVHZ and HVHZ jurisdictions. Refer to Limits of Use herein. 4.2 Self-Adherins Underlayments: 4.2.1 PALISADE- SA -HT is a self -adhering roofing underlayment comprised of a polyolefin-coated, woven construction with skid resistant upper surface and self -adhering bottom surface. PALISADE'" SA -HT is not for use in HVHZ. Refer to Limits of Use herein. Exterior Research and Design, LLC. Evaluation Report S39030.07.09-R2 Certificate of Authadrotlon #9503 FL53ZS-R6 Revision 2: 04/Z9/2015 Page 2 of 5 QOTFuNITYIERD 5. LIMITATIONS: 5.2 This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose 5.2 Non-HVHZ Jurisdictions: 5.2.1 Fire Classification is not part of this report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.2.2 PALISADE'" Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the AHJ for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.2.3 Allowable Roof Covers: Table 1: Roof Cover Options Underlayment Asphalt Nail -On Tile Foam -On Tile Metal wood Shakes Slate Shingles Shingles PALISADE'" Yes Yes No Yes Yes Yes as base layer only) PALISADE- SA -HT Yes No No Yes Yes Yes 5.2.4 Allowable Substrates: PALISADE"' SA -HT adhered to plywood or to mechanically attached PALISADE'". 5.2.5 Exposure Limitations: PALISADE— shall not be left exposed for longer than 180-days after installation. PALISADE" SA -HT shall not be left exposed for longer than 30-days after installation 5.3 HVHZ Jurisdictions: 5.3.1 PALISADE'" SA -HT is not for use in HVHZ. 5.3.2 Fire Classification is not part of this Laboratory Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.3.3 This Evaluation is for prepared roofing applications. Minimum deck requirements shall be compliant with applicable FBC sections. 5.3.4 PALISADE'" shall not be applied in hot asphalt. 5.3.5 PALISADE'" shall be installed in strict compliance with the requirements for ASTM D226, Type II or ASTM D2626 underlayment in Section 1518 for the type of prepared roof covering to be installed. 5.3.6 PALISADE— may be used with asphalt shingles, tile roofs (base layer only), non-structural metal roofing / metal shingles, quarry slate, slate -type shingles and wood shakes & shingles. For tile roof applications, PALISADETM shall be mechanically attached as an anchor sheet in accordance with Section 6.4 herein, followed by Tamko TW Metal and Tile Underlayment (NOA 12-0406.07), GAF UnderRoof 2 (NOA 13-1104.11) or CertainTeed Flintlastic SA Cap (NOA 14-0724.16). 5.3.7 If PALISADE'" is not specifically listed in the prepared roof covering NOA, this report may be submitted to the AHJ or Miami -Dade Product Control Dept., along with fire classification information, for their consideration. 5.3.8 PALISADE'" underlayment shall not be left exposed for longer than 180-days after installation. 5.4 All products listed herein shall have quality assurance audit in accordance with F.A.C. Rule 61G20-3 requirements. Exterior Research and Design, LLC. Evaluation Report S39010.07.09-R2 Certykare oJAuthori:ation 09503 FL5325-R6 Revision 2: 04/29/2015 Page 3 of 5 QOTRINITYIERD 6. INSTALLATION: 6.1 PALISADE'" Roof Underlayments shall be installed in accordance with SDP published installation requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application, and prime the substrate with Elastocol Stick. 6.3 Non-HVHZ Jurisdictions: 6.3.1 PALISADE"': Shall be installed in compliance with the requirements for ASTM D226, Type I or II underlayment in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.3.1.1 Non -Tile Applications: PALISADE'" is installed horizontally with the printed side up, and with 3-inch horizontal laps and 6-inch vertical laps. Overlaps must run with the flow of the water in a shingle pattern. The underlayment is only attached to the roof deck with roofing nails (smooth or ring-shanked) having 1-inch minimum diameter plastic or steel caps compliant with FBC 1507.2.6. Cap nails are spaced at 6 inches on center at vertical laps, and at 11 inches on center at horizontal laps. In the field area, apply fasteners at 13 inches spaced vertically and 22 inches on center horizontally. All caps (including nails) must be fully flush with the underlayment surface. Do not install fasteners over unsupported areas/voids. Repair all tears, holes, or damage to the underlayment. For slopes less than 4:12, use a full 20" half lap over the underlying course. Apply underlayment up all abutments at least 6 inches. In non-HVHZ high wind regions where V"„ > 181 mph (V,,d > 140 mph) or exposure beyond 30 days, increase the fastener density to cap nails spaced 3 inches on center at vertical laps, and at 5.5 inches on center at horizontal laps. In the field area, apply fasteners at 6.5 inches spaced vertically and 11 inches on center horizontally. In addition, secure laps by folding all laps over before nailing, or taping securely across lap seams using exterior grade sheathing tape, or sealants such as roofing cement (asbestos free meeting ASTMD4586), EPDM or butyl to seal laps. 6.3.1.2 Nail -On Tile Applications, Base Laver in 2 Ply System: Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein using PALISADE'" as the mechanically attached base ply in a 2 ply underlayment system, followed by Tamko TW Metal and Tile Underlayment FL32328), GAF UnderRoof 2 Polyester -Surfaced Leak Barrier (FL10626) or CertainTeed Flintlastic SA Cap (FL31288) as the top layer. For mechanically fastened tile roofing, refer to SDP published installation instructions, but not less than FRSA/TRI April 2012 (04-12), Table 1. 6.3.2 PALISADE SA -HT-: Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Sections 1507 for the type of prepared roof covering to be installed. The installer is responsible to determine whether priming is required to ensure PALISADE'" SA -HT will stay adhered to the substrate. 6.3.2.1 Non -Tile Applications: PALISADE SA -HT'" is installed horizontally with the printed side up, and with 3-inch horizontal laps and 6-inch vertical laps. Starting at the low point, and with salvage edge at the high point, position horizontally a full roll or cut the membrane into 10-15 ft. (3-5m) lengths and re —roll loosely. Peel back 1-2 ft. (300-600mm) of release film, align the membrane, and continue to peel the release film from the membrane. Press the membrane in place with heavy hand pressure. Apply uniform pressure to the membrane roll side and end laps to insure water tightness and bonding to the substrate. Always work from the low to the high point of the roof. Follow good roofing practice by orientating PALISADE -SA -HT'" so side laps shed water. Apply the membrane in valleys before the membrane is applied to the eaves. For valley and ridge application, peel the release film; center the sheet over the valley or ridge, drape, and press into in place. Work the center of the valley or ridge outward in each direction. Following placement along the eaves, continue application of the membrane up slope. If nailing of the membrane is necessary on steep slopes, especially during hot or cold weather, back nail and cover the nails by overlapping with the next sheet. Exterior Research and Design, I.I.C. Evaluation Report S19010.07.09-R2 Certificate of Authorization #9503 FL5325-R6 Revision 2: 04/29/2025 Page 4 of 5 7 B. 9. VTRINIWIERD 6.4 HVHZ Jurisdictions: 6.4.1 System Eft: Underlayment mechanically fastened to deck Deck Type 1: Wood, Non -Insulated Deck Description: Min. 19/32" plywood or wood plank Underlayment: One or more plies of PALISADE" with minimum 4" wide head laps and minimum 6" wide end laps, mechanically fastened to deck. Fastening: HVHZ Approved nails and tin caps 6" o.c. at lap and three equally spaced staggered rows 12" o.c. in the field. Surfacing: HVHZ Approved asphalt shingle, non-structural metal, wood shakes & shingles or slate. 6.4.2 System E(2): Base underlavment mechanically fastened to deck, too laver adhered Deck Type 1: Wood, Non -Insulated Deck Description: Min. 19/32" plywood or wood plank Base Layer: One or more plies of PALISADE'" with minimum 4" wide head laps and minimum 6" wide end laps, mechanically fastened to deck. Fastening: HVHZ Approved nails and tin caps 6" o.c. at lap and three equally spaced staggered rows 12" o.c. in the field. Top Layer: Tamko TW Metal and Tile Underlayment (NOA 12-0406.07), GAF UnderRoof 2 (NOA 13- 1104.11) or CertainTeed Flintlastic SA Cap (NOA 14-0724.16), self -adhered to the base layer. See current FBC HVHZ approval for installation guidelines and limits of use of top layer. Surfacing: HVHZ Approved asphalt shingle, non-structural metal, wood shakes & shingles, slate or tile. Note: For tile applications, AHJ shall verify that top layer underlayments listed herein hold current HVHZ Product Approval and/or Miami -Dade NOA for use as a the underlayment. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. MANUFACTURING PLANTS: Contact the manufacturer or the named CIA entity for information on plants covered under Rule 61G20-3 CIA requirements. QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc. — ETL/Warnock Hersey — QUA3673; (905) 678-4913 END OF EVALUATION REPORT - Exterior Research and Design, U.C. Evaluation Report 519030.07.09-RZ Certificate of Autharitation 09503 FL5325-R6 Revision 2: 04/29/2015 Page 5 of 5 u Professional Regulation BCIS Home l Log In I User Registration I Hot Topics Submit Surcharge l Stats & Facts l Publications l FBC Staff l BCIS Site Map l Links l Search Or* USER: uubApproval USER: Public User Product Approval Menu > Product or Application Search > Aooliration List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL6095-R3 Revision 2014 Approved U RPS Rollformers 302 Forth Ave Welaka, FL 32193 386)467-9277 fivalidation@yahoo.com Allen Ives fivalidation@yahoo.com Roofing Metal Roofing Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Ri Evaluation Report - Hardcopy Received Terrence Wolfe PE-44923 Keystone Certifications, Inc. 04/02/2025 Locke Bowden D Validation Checklist - Hardcopy Received FL6095 R3 COI Letter of Certification.odf Standard Year FM 4471 1992 UL1897 2004 UL580 2006 Product Approval Method Method 1 Option D Date Submitted 04/02/2015 Date Validated 04/07/2015 Date Pending FBC Approval 04/12/2015 Date Approved 06/23/2015 Summary of Products FL # Model, Number or Name Description 6095.1 Prol-ok 24 Ga. Pro Lok Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL6095 R3 II 24 Ga. Pro Lok over plywood Secured.odf Verified By: Terrence E. Wolfe, P.E. 44923ApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-86.75PSF Evaluation Reports Other: -86.75 psf @ 12" o.c. fastener spacing. Install per manufacturers details. Not for use in HVHZ Zones. FL6095 R3 AE 24 Ga. Pro Lok over plywood Secured.Ddf Created by Independent Third Party: Yes 6095.2 SuperPro 26 Ga. Super Pro Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL6095 R3 II 26 Ga. Super Pro Panel over Plywood Approved for use outside HVHZ: Yes Secured.Ddf Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923 Design Pressure: +N/A/-168.5PSF Created by Independent Third Party: Yes Other: -71.75 psf at 9"-9"-9"-9" Fastener Pattern at 24" O.C. Evaluation Reports 168.5 psf at 6.5"-2.5"-6.5"-2.5"-6.5"-2.5"-6.5" Fastener Pattern at 12" O.C. Install per manufacturers details. Not for FL6095 R3 AE 26 Ga. Super Pro Panel over Plywood Secured.pdf use in HVHZ Zones Created by Independent Third Party: Yes 6095.3 SuperPro 29 Ga. Super Pro Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use In HVHZ: No FL6095 R3 Il 29 Ga. Super Pro Panel over Plywood Approved for use outside HVHZ: Yes Secured.Ddf Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923 Design Pressure: +N/A/-168.5PSF Created by Independent Third Party: Yes Other: -69.25 psf at 9"-9"-9"-9" Fastener Pattern at 24" O.C. Evaluation Reports 168.5 psf at 6.5"-2.5"-6.5"-2.5"-6.5"-2.5"-6.5" Fastener FL6095 R3 AE 29 Ga. Super Pro Panel over Plywood Pattern at 12" O.C. Install per manufacturers details. Not for Secured.Ddf use in HVHZ Zones. Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer, Cooyriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity, instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: WE MOO 0 Credit Card Safe 1 rce Engineering & Testing Inc. 19530 Ramblewood Drive Humblc,TX 77338 Product Evaluation Report RPS ROLLFORMERS, INC. 26 Ga. Super Pro Roof Panel over 15132" Plywood Florida Product Approval # 6095.2 R3 Florida Building Code 2014 Per Rule 61G20-3 Method: i —D Category: Roofing Subcategory: Metal Roofing Compliance Method: 61G20-3.005(1)(d) NON HVHZ Product Manufacturer: RPS Rollformers, Inc. 302 4`h Ave. Welaka, FL 32193 Engineer Evaluator: Terrence E. Wolfe, P.E. # 44923 Florida Evaluation ANE ID:1920 Validator• Locke Bowden, P.E., FL #49704 9450 Alysbury Place Montgomery, AL 36117 Contents: Evaluation Report Pages 1— 4 ii111f11,, N.C. E• Z. y, V CEkS i A • STATE OF ; O R I sw.srres E•s; ? FL# 6095.2 R3 April 7, 2015 r Force Engineering & Testing Inc. 19530 Ramblcwood Drive Humblc,TX 77338 Compliance Statement- The product as described in this report has demonstrated compliance with the Florida Building Code 2014, Sections 1504.3.2. Product Description: Super Pro Roof Panel, Min. 26 Ga. Steel, 36" Wide, through fastened roof panel over 15/32" APA Plywood decking. Non -Structural Application. Panel Material/Standards: Material: Minimum 26 Ga. Steel conforming to Florida Building Code 2014 Section 1507.4.3. Yield Strength: Min. 80.0 ksi Corrosion Resistance: Panel Material shall comply with Florida Building Code 2014, Section 1507.4.3. Panel Dimension(s): Thickness: 0.0190" min. Width: 36" maximum coverage Rib Height: %" major rib at 9" O.C. Panel Rollformer: MRS Metal Rollforming Systems Panel Fastener: q9-15 x 1-1/2" HWH Woodgrip with sealing washing or approved equal X" minimum penetration through plywood Corrosion Resistance: Per Florida Building Code 2014, Section 1506.6, 1507.4.4 Substrate Description: Min. 15/32" thick, APA Rated plywood over supports at maximum 24" O.C. Design of plywood and plywood supports are outside the scope of this evaluation. Substrate must be designed in accordance w/ Florida Building Code 2014. Design Uplift Pressures: Table "A" Maximum Total Uplift Design Pressure: 71.75 psf 168.5 psf 6.5"-2.5"-6.5"-2.5"- Fastener Pattern: 9.1_9.1_9.._9.. 6.5"-2.5"-6.5" Fastener Spacing: 24" O.C. 12" O.C. Design Pressure includes a Safety Factor = 2.0. Q`V C E k s F .P : No. 4499Jai_ d . STATE OP ; W AZW. o R ID . sr.enees i2 110NAL ` If/ 11110 FL# 6095.2 R3 Apri17, 2015 Force Engineering & Testing Inc. 19530 Ramblewood Drive Humblc,TX 77338 Code Compliance: The product described herein has demonstrated compliance with The Florida Building Code 2024, Section 1504.3.2. Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code 2014, as relates to Rule 61G20-3. Performance Standards: The product described herein has demonstrated compliance with: UL 580-06 - Test for Uplift Resistance of Roof Assemblies UL 1897-04 - Uplift Test for Roof Covering Systems Reference Data: 1. UL 580-94 / 1897-98 Uplift Test Force Engineering & Testing, Inc. (FBC Organization q TST-5328) Report No. 118-0075T-05 & 118-0111T-09A 2. Certificate of Independence By Terrence E. Wolfe, P.E. (No. 44923) @ Force Engineering & Testing, Inc. FBC Organization # ANE ID: 1920) Test Standard Equivalency: 1. The UL 580-94 test standard is equivalent to the UL 580-06 test standard. 2. The UL 1897-98 test standard is equivalent to the UL 1897-04 test standard. Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 61G20-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity. Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2014, including Section 1507.4.2 and in accordance with Manufacturers recommendations. For slopes less than 3:12, lap sealant must be used in the panel side laps. Installation: Install per manufacturer's recommended details. Underlayment: Per Manufacturer's installation guidelines in compliance with Florida Building Code 2014. Roof Panel Fire Classification: Fire classification is not part of this acceptance. Shear Diaphragm: Shear diaphragm values are outside the scope of this report. 1tf1r1111,,. 0 E• E, ty Ire, O 1v'CEkSF`i JOTS• No.419/'. t J d • STATE OF ; ql v . s.raraes , o• A RI ID 111111104 FL# 6095.2 R3 April 7, 2015 Force Engineering & Testing Inc. 19530 Ramblewood Drive Humblc,TX 77338 Design Procedure: Based on the dimensions of the structure, appropriate wind loads are determined using Chapter 16 of the Florida Building Code 2014 for roof cladding wind loads. These component wind loads for roof cladding are compared to the allowable pressure listed above. The design professional shall select the appropriate erection details to reference in his drawings for proper fastener attachment to his structure and analyze the panel fasteners for pullout and FL# 6095.2 R3 pullover. Support framing must be in compliance with Florida Building Code 2014 Chapter 22 for steel, Chapter 23 for wood and Chapter 16 for structural loading. N.0 E, E, iyo CENSF A% iVo. 419 d • STATE OF ; q ALILI V CAAYY7A 1OII11{{" '. April 7, 2015 r 6 1/2' _ 2 1/2" 26 GA. SUPER PRO OVER MIN. 3F PLYWOOD TYPE 1 FASTENER PATTERN 1 OOMNLOVS UK SEAL rORUS E ON 12tEssTHENx: 9-15 x 1 1/2" WOODGRIP W/ SEALING WASHER TYPE 2 FASTENER PATTERN 6 1/2" 2 1/2' 6 1/2" 2 1/2" 6 1/2' 2 1/2' CONHNVOOS YAK SEAL fON VSC ON SLOPES IISS THEN 3:Q 9-15 x 1 1/2" WOODGRIP W/ SEALING WASHER s•{Sllrlord', kf r t3 • n A • tee', \ ( •.., ,.1' .` O 1g/ 41 R % e SS ONAL.... MAR 2 2 7012 t Professional Regulation_ r BCIS Home I Log In , User Registration , Mot Top1cs Submit Surcharge I Slats 11 Facts Publications FBC Staff BCIS Site Map I Links Search FI dda r Product Approval USER: Public User 6vtRpavAyaton Product Approval Menu > Product or Application Search > Application Llst > Application Detail OFFICE OF THE FL 7t FL12198-R4 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived U Product Manufacturer KAYCAN LTD Address/Phone/Email 1 Memorial Drive Richford, VT 05476 662) 252-9991 Ext joe.lundine@kpproduc c Authorized Signature Jovanovic Alex alex.jovanovic@kpproducts.com OJ ING Technical Representative Joe Lundine Address/Phone/Email 402 Boyer St Williston, VT 05495 662) 252-9991 7.6 joe.lundine@kpproducts.com # 1 6 Quality Assurance Representative Joe Lundlne Address/Phone/Email 402 Boyer St Williston, VT 05495 662) 252-9991 joe.lundine@kpproducts.com Category Panel Walls Subcategory Soffits Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard Year TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 03/08/2016 Date Validated 03/11/2016 Date Pending FBC Approval Date Approved 03/13/2016 Summary of Products FL it Model, Number or Name Description 12198.1 Aluminum Soffit SP-600 SP-600 16" Vented Aluminum Soffit Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL12198 R4 C CAC 15102101.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 06/01/2021 Design Pressure: +55/-35 Installation Instructions Other: Maximum Panel Dimensions: 21-1/2" x 16.515" FL12198 R4 Il 15102101.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 12198.2 Vinyl Soffit D5 D5 10" Vented Vinyl Soffit Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL12198 R4 C CAC 15102102.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/20/2021 Design Pressure: +55/-35 Installation Instructions Other: Maximum Panel Dimensions: 21-1/2" x 11.384" FL12198 R4 II 15102102.0f Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 12198.3 Vinyl Soffit T4 T4 12" Vented Vinyl Soffit Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL12198 R4 C CAC 15102102.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/20/2021 Design Pressure: +55/-35 Installation Instructions Other: Maximum Panel Dimensions: 21-1/2" x 13.352" FL12198 R4 II 15102102.Ddf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back Nest Contact Us :: 2601 Blair Stone Road, Tallahassee Fl. 32399 Phone: 850-487.2824 The State of Florida Is an AA/EEO employer. Cooyriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. ]f you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 45S, F.S., please click here . Product Approval Accepts: Credit Card Safe MIAMI•DADE 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 Kaycan 1 Memorial Drive. Richford, VT 05476 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: Model SP-600 16"Aluminum Vented Soffit APPROVAL DOCUMENT: Drawing No. KAY0003, titled "SP-600 16" Aluminum Soffit — Vented", sheets 1 through 4 of 4, dated 12/27/2011, with revision 2 dated 03/17/2015, prepared by the manufacturer, signed and sealed by Robert J. Amoruso, 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: None LABELING: Each piece shall bear a permanent label marked at not more than 4' o.c. with the manufacturer's name or logo, Pointe -Claire, QC, Canada and following statement: "Miami -Dade County Product Control Approved", per FBC 1710.9.2 and 1710.9.3. 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 # 15-0612.15 and consists of this page 1 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. 15-1021.01 Expiration Date: June 1, 2021 O"`, Approval Date: February 18, 2016qot1IPage1 Ka can NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted under NOA # 15-0612.1S" 1. Drawing No. KAY0003, titled "SP-600 16" Aluminum Soffit — Vented", sheets 1 through 4 of 4, dated 12/27/2011, with revision 3 dated 03/17/2015, prepared by the manufacturer, signed and sealed by Robert J. Amoruso, P.E. B. TESTS "Submitted «ruler NOA # 05-0802.03" 1. Test report of Cyclic Load Pressure Test per TAS 203 and test report of Uniform Static Load Test per TAS 202 on Aluminum Soffit SP-600 prepared by Architectural Testing, Test Report No. 55982.02-122-18, dated 07/18/2005, signed and sealed by S. M. Urich, P.E. 2. Test report of Tensile Test per ASTM E8 on Aluminum Vented Soffit, prepared by Architectural Testing, Test Report No. 55982.03-122-18, dated 04/26/2005, signed and sealed by Joseph A. Reed, P.E. C. CALCULATIONS "Submitted under NOA # 12-0124.04" 1. Anchor calculations prepared by PTC Product Design Group, LLC, dated 12/2712011, signed and sealed by Robert J. Amoruso, P.E. Submitted under NOA # 05-0802.03" 2. Anchor calculations prepared by H. R. Engineering, Inc., pages 1 through 3, dated 07/25/2005, signed and sealed by Allen N. Reeves, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS "Submitled under NOA #.15-0612.15" 1. Statement letter of code conformance to 5'11 edition (2014) FBC and of no financial interest, prepared by PTC Product Design Group, LLC, dated 03/17/2015, signed and sealed by Robert J. Amoruso, P.E. Submitted under NOA # 12-0124.04" 2. Statement letter of code conformance to 2010 FBC and no financial interest, prepared by PTC Product Design Group, LLC, dated 01/19/2012, signed and sealed by Robert J. Amoruso, P.E. Submitted router NOA # 11-0325.03" 3. Distributor agreement dated 04/25/2011. a 0c Carlos M. Utrera, P.E. Product Control Examiner NOA No.15-1021.01 Expiration Date: June 1, 2021 Approval Date: February 18, 2016 E-I KAYCAN BUILDING PRODUCTS g SP-60016 ALUMINUMSOFFIT - VENTED INSTALLATIONANCSORAGE DETAILS a a. 0ENERALNOT06, 1. THIS PRODUCT HAS BEEN TESTED AND DESIGNED TO COMPLY WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE (FBC) - BUILDING AND RESIDENTIAL VOLUMES INCLUDING THOSE SECTIONS OF THE FOG PERTAINING TO THE HIGH VELOCITY HURRICANE ZONE p(VN2) AT THE DESIGN PRESSURE(S) STATED HEREIN. THE PRODUCT WAS TESTED TO TAS-M AND TAS-= IMPACT TESTING TO TAS-20113 NOT REQUIRED FOR SOFFIT. STRUCTURAL TEST RESULTS BASED ON TAB 202 WERE DIVIDED BY IA AS REQUIRED BY THE CURRENT EDITION OF THE FBC-BUILDING AND RESIDENTIAL VOLUMES. 2. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED ARCHITECTURAL TESTING REPORT 1156BN12D2-122.16. INCLUDING ASSOCIATED LABORATORY STAMPED DRAWINGS. 3. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE, MASONRY AND WOOD FRAMING COMPRISING THE ATTACHMENT SUBSTRATE FOR THE SOFFIT SHALL BE DETERMINED TO BE CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THAT STRUCTURE AND IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE PROJECT. 4. OVERHANG RECEIVING ALUMINUM SOFFIT SHALL BE CHECKED FOR STRUCTURAL INADEQUACY. CRACKS OR DEFECTS THAT SHALL BE ELIMINATED. 5. INSTALLATION OF SOFFIT ACCESSORIES AND ACCESSORIES SUCH AS CORNER POSTS. STARTER STRIPS AND TRIM AROUND OPENINGS SHALL BE DONE IN ACCORDANCE WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE • BUILDING AND RESIDENTIAL VOLUMES AND THE MANUFACTURER'S INSTRUCTIONS. 0. SITE CONDITIONS THAT OEVIATE FROM THE DETAILS OF THIS DRAWING REQUIRE FURTHER ENGINEERINO EVALUATION BY A LICENSED ENGINEER OR REGISTERED ARCHITECT. T. LABELED IN ACCORDANCE WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE BUILDING AND RESIDENTIAL VOLUMES. S. SOFFIT NET FREE AREA IN ACCORDANCE WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE - BUILDING AND RESIDENTIAL VOLUMES. 4.1. 0.7 SO INCHILINEAL FT. INSTALLATION NOTES: 1. ANCHORS SHALL BE THE TYPE, SIZE, EMBEDMENT AND EDGE DISTANCE SHOWN HEREIN FOR RESPEC71VE SUBSTRATE. 2. INSTALLATION ANCHORS SHALL BE AS SHOWN ON THE BATTEN INSTALLATION'ARD'SOFFIT INSTALLATION' SECTIONS ON SHEETS 3 AND 4. 3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES QCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER AND SIOIN% 4. FOR INSTALLATION OF BATTEN TO WOOD STRUCTURE USE SS x T WOOD SCREW OR SB x 3' TAPPING SCREW. PLACE ONE SCREW PER LOCATION AND MAXIMUM 24' O.C. ALONG BATTEN LENGTH. A FOR INSTALLATION OF SOFFIT TO BATTEN USE 0.17 DIAMETER x 1-1R' LONG SMOOTH, SCREW OR RIND SHANK ROOFING NAIL WITH 300' DIAMETER HEAD. 6, ALL FASTENERS SHALL HAVE CORROSION RESISTANT COATINGS OR BE MADE OF CORROSION RESISTANT MATERIALS COMPATIBLE WITH THE SUBSTRATE MATERIALS BILL OF MATERIALS ITEM DESCRIPTION MATERIAL I SP-600 16' VENTED SOFFIT ALUM. 3004-HIS 2. F-CHANNEL ALUMINUM 3 6' FASICA ALUMINUM 4 0.12" DIAMETER x 1-1/2" LONG ROOFING NAIL WITH 3/8" DIA. HEAD. USED TO ATTACH SOFFIT TO BATTEN STEEL 5 8 x 3" WOOD SCREW OR #8 x 3" TAPPING SCREW. USED TO ATTACH BATTEN TO WOOD STRUCTURE STEEL 6 2" x 2" WOOD BATTEN WOOD ALUMINUM SOFFIT SPECIFICATIONS: I. KAYCAN BUILDING PRODUCTS ALUMINUM SOFFIT IS MANUFACTURED BY ALUMINUM PRODUCTS.3075 TRANSCA4ADA HWY. POINTE-CLAIRE. OC HOR I84. CANADA. 2. SP-6001B'SOFFIT -VENTED L1. MATERIAL: ALUMINUM30044(1S 2.2. WALL THICKNESS:0.016' 2.1 PANEL LENGTH& 17 -W LONG 3. TRIM 3.1 F-CHANNEL 11.M MATERIAL: ALUMINUM 1.2 WALL THICKNESS:OMr 12 FASCIA 52.1 MATERIAL: ALUMINUM 3.12 WALL THICKNESS. 0.022 I I lal l Bvll4 C i FY11r TABLE OF CONTENT SHEET DESCRIPTION 1 GENERAL AND INSTALLATION NOTES, B.O.M. AND D.P. CHART 2 APPROVED SOFFIT PROFILE AND COMPONENTS 3 SOFFIT INSTALLATION AND CROSS SECTION 4 SOFFIT INSTALLATION SECTION FROOLKRREVLW a ow I4ti V461m omift Domm" cob sA.FIPmpb w No R nobx R46a1AAm mw P.E Ratle P.E. Na 40M N0 48 7 DESIGN PRESSURE (PSF) RATING y SOFFIT MODEL DESIGN PRESSURE (PSF) L STATE OF SP-600 18" ALUM. VENTED SOFFIT W/F-CHANNEL +55.OPSF/-35.Opsf ,4isS;0Ojy TEN 21 1/2" MAX. PANEL LENGTH 16.515" 963" 5.294" 15. 125" 4.272" .861" 0.251' --{ 335 0 381" x 0.015" . 375" 1.102" NIB EMBOSS 22" 4" 375" 1 AIITwNWI ]W.I OATS' llw. 6" 3 autwxww .r Twat — 1.438" 442" 75' F2KwaraW awn• Twat wROMCr RPJMF.WW Oa FwaW 9 w/SOZOz.01 MIyYi r Fti lw L a mmelawm w.wa etvw w.im ow FIs1Y 21 1/2" MAX. WIDTH 10" MAX. O.C. 1O. CC.. o, B x 3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. FASCIA O 2 x 2 BATTENS - TYPICAL v 4 INSTALLATION NAILS. TYP. m 10" MAX. O.C. SPACING ALONG SOFFIT LENGTH 1" MIN. IS" ALWORUM SOFFR Q a 2 x 2 BATTENS TYPICAL Qj e8 x 3" WOOD SC TAPPING SCREW, ATTACHMENT FASTENER 24" M n 4" MAX, MINIMUM SOUTHERN PINE a R $ 1 is O. C. % TIMBER FRAMING ® 24" O.C. I a to -a WALL If8 x 3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. 5 Z F- CHANNEL dddlll LL laomwuym F'1n16 i ao raaurol xkbn1A .*, P.G. Fbft PE. 14%40167 O E No 4 O n t r zl 1/2• uAx. soFnr WIDTH i•4 r BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Sue Map I Links I Search Florida 100Lu- -3) r ®Product Approval cc USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL10474-RI Application Type Revision Code Version 2014 Application Status Applied For Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method 0 RE J1 C.H.I. Overhead Doors 1485 Sunrise Drive SION Arthur, IL 61911 v pIHG, 217) 543-2135 Ext4273 0 phunter@chiohd.com Pat Hunter phunter@chiohd.com James K. Campbell 1485 Sunrise Drive Arthur, IL 61911 217) 543-2135 Ext4273 jcampbell@chiohd.com Patrick J. Hunter PO Box 260 1485 Sunrise Drive Arthur, IL 61911 217) 543-2762 phunter@chiohd.com Exterior Doors Sectional Exterior Door Assemblies SANFORD A, FpAR 6- 1076 Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer I J Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed John E. Scates the Evaluation Report Florida License PE-51737 Quality Assurance Entity Architectural Testing, Inc. Quality Assurance Contract Expiration Date 12/31/2018 Validated By Gordon Thomas, P.E. O Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Standard ANSI/DASMA 108 ANSI/DASMA 108 ANSI/DASMA 108 ASTM E330 Year 2002 2005 2012 2002 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 03/15/2012 Date Validated Summary of Products FL it Model, Number or Name Description 10474.1 221X, 228X, 421X, 428X, 521X, Steel sandwich; with polystyrene or urethane insulation. See 528X, 591X, 598X, 3212, 3216, 3285 also FL-15043 and 15074 Limits of Use Installation Instructions Approved for use in HVHZ: No FL10474 Rl II Jamb Attachment Drawings s.Ddf Approved for use outside HVHZ: Yes Verified By: John E. Scates, P.E. FL-51737 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +41.3/-46.0 Evaluation Reports Other: Sectional doors provided for potential "code -plus" FL10474 RI AE Eval Reot 2015 1215s.Ddf applications. Large Missile impact (9 pound missile) and FL10474 RI AE FZ9i-18-02516s.Ddf cycling tests conducted in accordance with ANSI/DASMA 115, Created by Independent Third Party: Yes ASTM E1886 and ASTM E1996. Static tests conducted in accordance with ASTM E330 and ANSI/DASMA 108, These are accepted test methods per 5th edition (2014) FBC Sections 1609 and 1715, See drawing FZ9i-18-02516 for pressures 41.3/-46.0(psf) for 16'-2" wide through 27.1/-30.2(psf) for 24'-00" wide. 10474.2 3212, 3216, 3285, 53xx, 54xx, Steel sandwich; with polystyrene or urethane insulation with 55xx, 56xx, 57xx, 58xx or without overlay. See also FL-10408 and 15043 Limits of Use Installation Instructions Approved for use In HVHZ: No FL10474 Rl 11 Jamb Attachment Drawings s.Ddf Approved for use outside HVHZ: Yes Verified By: John E. Scates, P.E. FL-51737 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure- +41.3/-46.0 Evaluation Reports Other: Sectional doors provided for potential "code -plus" FL10474 Rl AE Eval Reot 2015 1215s.Ddf applications. Large Missile impact (9 pound missile) and FL10474 R1 AE FZ9i-18-04506s.Ddf cycling tests conducted in accordance with ANSI/DASMA 115, Created by Independent Third Party: Yes ASTM E1886 and ASTM E1996. Static tests conducted in accordance with ASTM E330 and ANSI/DASMA 108. These are accepted test methods per 5th edition (2014) FBC Sections 1609 and 1715. See drawing FZ9i-18-04506 for pressures 41.3/-46.0(psf) for 10'-2" wide through 23.7/-26.4(psf) for 24'-00" wide. 10474.3 5250, 5251, 5240, 5240, 4250, Steel Pan; hollow or with laid in place polystyrene insulation. 4251, 4240, 4240, 2250, 2251, See FL-15012 2240, 2240 Limits of Use Installation Instructions Approved for use in HVHZ: No FL10474 111 11 Jamb Attachment Drawings s.Ddf Approved for use outside HVHZ: Yes Verified By: John E. Scates FL 51737 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL10474 Rl AE Evaluation Report s.Ddf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an WEED employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: FIN 19-1-0-11® Anchor: 1TW Tapcon or Tapcon LDT or Sirripson Strong -Tie. keep each area clear of — ITW Ramsey Redhead Tapcon, 1/4" diameter, minimum 3.5" long with washer that conforms to ANSI B1822.1 type B. any bask jamb m attachment fasteners ITW Ramset/ Redhead Large Diameter Tapcon, 3/9" diameter, minimum 4" long with washer that conforms to ANSI B 18.22.1 type B. Simpson Then HD. 3/8" diameter, minimum 4" long with wisher that conforms to ANSI B18.22.1 type B. T Simpson Wedge -All, 3/8" diameter, minimum 4" long with washer do conforms to ANSI B 19.22.1 type B. g• When applying back jambs over dry wall or other non structural wall covering, use longer fasteners to insure minimum embedment required. 1 This chart applies to wood species with specific gravity greater than or equal to 0.42 including spruce pine fir (SPF) and southern pine (SP). See char for minimum washer diameter. Washer diameters in chart are based on use of Spruce Pine Fir. Washers maybe 100%smaller when Southern Pine is used See chart for minimum edge distance required. Lowest anchor to be greater than the minimum edge distance up from the floor and less than 10-inches from the floor. FASTENER SPAaNG (Inches) 2SOO psi concrete Filled CMU ITW Tapcon Simpson Strong -Tie 1 4" 1 4" 3/8" 3 8 3 B" 3/8" 24 24 24 24 24 24 24 22 24 24 24 24 24 20 24 24 24 16 24 18 24 22 24 16 24 17 24 20 24 16 24 1 15 24 18 24 16 24 15 24 17 16 16 22 13 24 16 16 8 21 13 24 1 15 1 16 8 19 12 24 1 14 1 16 8 16 10 24 12 16 8 16 10 24 11 8 8 14 8 24 10 8 8 12 1 7 20 9 8 8 11 7 20 8 8 8 10 6 17 7 8 n/a 9 n/a 16 1 6 1 8 n/a 8 n/a 13 1 6 n/a n/a n/a n/a 12 n/a n/a I n/a 2S00 psi concrete Filled CMU IT Tapcon ITW LDT nteWNoND fti- we All 1/4" 1/4" 3/8" 3/8" 3/8' 3/8" 1.75" 1.7S" 2.5" 2.S" 2.7S" 2.68" 1-1/8" 7/8" 1-1/2" 1" 1-1/8' 1-1/8» 2-1/2' 2-1/2" 3" 3" 4" 4" 50B# 319# 859# 371# 480# 340# DOOR WIDTH 22'-9 24'-3 31'-9 34'-3 and inches) at a given DESIGN PRESSURE J1 3• I g" I Highest anchor installed at least as high as door opening. Anchors to be evenly spaced between the header and the floor. 2x6 structural grade lumber. May be counterbored up to 3/8' deep at each anchor location to provide a flush mounting surface. 14psf 17psf I 20psf I 24psf I 28psf 32psf 36psf I 40psf I 44psf I 48psf 53psf I SBpsf 63psf 69psf I 75psf I 81psf I 87psf 93psf First anchor to star at no more than DOOR WIDTH (feet and inches) at a given DESIGN PRESSURE (PSF) half the fastener sparing distance and no lets than the minimum edge distance. FASTENER DIAMETER 0 EMBEDMENT LENGTH WASHER DIAMETER EDGE DISTANCE Supporting structural elements shall be designed by a regi-mred FASTENER LOAD CAPACITY ) professional engineer for wind foods in addition to other bads This dewing does nor address the jambfwall design, but only door attachman. Janbiwa8 construction is shown only for ilhuuation purposes. The building designer is responsible for ensuring that the 0 \C•ENd(tr'\ // jombAvall is sufficient to cony the door live and static loads This ss drawing donot address the spring pad connections. Registered DigitallysignedbyJohnE. Seates, P.E. I s NO. 51737 r professional engineer may approved an alternative design. Manufacturers installation instructions must be followed. Date: 2015.04.29.15:11.44-05'00' Maximum spacing shown in chant Lesser spacing may be used to avoid interference with door hardware and or fastening system, but not less than 6". Load per jamb = 0.5 x door width x max positive pressure x door height. 8" CMU block walls shall comply with ASTM C90. Use minimum 2000 psi grout or concrete when filling CMU. CMU fastener spacing distance may vary +/-I ". John E. Scates. P.E. sum or. 3121FairgateDrivei'0 • Carrollton. Texas 75007 0 Z * % -,OR,p \}\ TXPE 56309. F-2203 111111 I Professional Engineer's seal provided only for verification of windload concoction details. O O TnoneDDDOOOa" 2-18-2015 Back Jamb Attachment Detail Concrete Anchors C. H.I. Drawing: BJA-101 I Rev.-07 10 Southem Pine (SP) specific gravity = 0.55; load per anchor = 620 pounds. Spruce Pine Fir (SPF) specific gravity = 0.42; load per anchor = 482 pounds. Use SP values only if both structure and jamb are southern pine. Use SPF values when spruce pine fir is present in structure or jamb material. Lag screw: 3/8" diameter x 3" minimum long: must conform to ANSUASME B18.2.1 Washer. 1-1/9" minimum outside diameter, must conform to ANSI B 19.22.1 type A. Pre -drill 1/4" diameter pilot holes for lag screw insertion. 1-12" minimum lag screw edge distance required. In- MIN — A7TACHMENPOF 2x6 WOOD JAMB y" SHEATHING DOOR WIDTH feet and inches) at a DESIGN PRESSURE PSFW. given SPF SP 114psAl7psf 20psf I 24psf 28psf 32psf I 36psf 40psf 44psf 48psf I S3psf S8psf 63psf 69psf 7Spsf 81psf 87psf 93psf 24 24 34'-5 28'-4 24'-1 20'-0 17'-2 15'-0 13'-4 12'-0 10'-1 10'-0 9'-1 8'-3 7'-7 6'41 6'-5 5'41 S'-6 5'-2 22 24 n/a 32'-4 27'-6 22'4 19'-8 17'-2 1S'-3 13'-9 12'-6 11'-5 10'-4 9'-S 8'-8 7'-11 7'-4 6'-9 6'-3 S'-11 20 24 n/a 34'-0 28'4 24'-1 20'-7 18'-0 16'-0 14'-5 13'-1 12'-0 10'-i 9'41 9'-2 8'-4 7'-8 7'-1 6'-7 6'-2 18 24 n/a 36'-5 31'-0 25'-1 22'-1 19'-4 17'-2 15'-6 14'-1 12'-1 11'-8 10'-8 9'-10 8'-11 8'-3 7'-7 7'-1 6'-8 18 23 n/a n/a 32'-1 26'-9 22'-1 20'-0 17'-1 16'-0 14'-7 13'-4 12'-1 11'-0 10'-2 9'-3 8'-6 7'41 7'-0 6'-30 16 21 n/a n/a 35'-5 29'-6 2S'-3 22'-1 19'-8 17'-8 16'-1 14'-9 13'-4 12'-2 11'-2 10'-3 9'-5 8'-8 8'-1 7-7 16 20 n/a n/a 36'-1 30'-1 25'-9 22'-7 20'-0 18'-0 16'-5 1S'-0 13'-7 12'-5 11'-S 10'-S 9'-7 8'-11 8'-3 7'-9 15 20 n/a n/a n/a 31'-0 26'-6 23'-3 20'-8 18'-7 16'-i 15'-6 14'-0 12'-9 11'-9 30'-9 9'-11 9'-2 8'-6 8'-0 14 18 n a n a n a 34 -5 29 -6 25 -9 22 -1 20 -7 18 -9 17 -2 15 -7 14 -2 13 -i ii -i ii -0 iD -2 9 -5 8, -10 13 16 n/a n/a n/a n/a 31'-9 27'-9 24'-8 22'-2 20'-2 18'-6 16'-9 1S'-4 14'-1 12'4 11'4 10'4 10'-2 9'-6 12 16 n/a n/a n/a n/a 33'-2 29'-0 2S'-1 23'-3 21'-1 19'-4 17'-6 16'-0 14'-9 13'-5 12'-4 11'-5 10'-8 10'-0 12 15 n/a n/a n/a n/a n/a 30'-1 26'-9 24'-1 21'-1 20'-0 18'-2 16'-7 15'-3 13'-1 12'-i 11'4 11'-0 10'-4 11 14 n/a n/a n/a n/a n/a 32'-1 29'-2 26'-3 23'-i 21'-i 19'-1 18'-1 16'-8 15'-2 14'-0 12'4 12'-1 11'-3 10 14 n/a n/a n/a n/a n/a 33'-2 29'-6 26'-6 24'-1 22'-1 20'-0 18'-3 16'4 1S'-4 14'-2 13'-1 12'-2 11'-5 10 12 n/a n/a n/a n/a n/a n/a 32'-1 29'4 26'-3 24'-1 21'-9 19'4 18'-4 16'-9 15'-5 14'-3 13'-3 12'-5 9 12 n/a n/a n/a n/a n/a n/a n/a 31'-0 28'-2 25'-1 23'-4 21'-4 19'-8 17'4 16'-6 15'-3 14'-3 13'-4 9 11 n/a n/a n/a n/a n/a n/a n/a 32'-1 29'-2 26'-9 24'-3 22'-1 20'-4 18'-7 17'-1 15'-1 14'-9 13'-9 8 11 n/a n/a n/a n/a n/a n/a n/a n/a 30'-8 28'-2 2S'-6 23'-3 21'-5 19'-7 18'-0 16'-8 15'-6 14'-6 8 10 n/a n/a n/a n/a n/a n/a n/a n/a 32'-1 30'-1 27'-3 24'4 22'-i 20'-i 19'-3 17'4 16'-7 15'-6 7 10 n/a n/a n/a n/a n/a n/a n/a n/a n/a 31'-0 28'-0 2S'-7 23'-7 21'-6 19'-1 18'-4 17'-1 16'-0 7 9 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 31'-2 28'-5 26'-2 23'4 22'-0 20'-4 18'-1117'-9 6 8 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 32'-0 29'-6 26'-1 24'-9 22'-1 21'-4 20'-0 4 6 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 33'-0 30,-7 29,-6 26'-8 SPF SP 14p 17psf 20psf 24psf 28psf 32psf 36psf 40psf 44psf 48psf 53psf 58psf 63psf 69psf 7Spsf 81psf 87psf 93psf FEW DOOR WIDTH feet and inches at a DESIGN PRESSURE PSFgiven 482# 6209 LOAD PER FASTENER pounds) Digitally signed by John E. Scares, P.E. F.- 'S',4 1Y Date: 2015.04.2915:11:19.05'00' 0",•',SNd . z/ Maximum load per jamb = 0.5 x (door height) x (door width) x (maximum positive pressure) When applying back jambs over dry wall or other non structural wall covering, use longer lags screws to insure 1-12" minimum embedment required. Lesser spacing may be used to avoid interference with door hardware and or fattening system. Maximum spacing shown in chart. John E. Scares. P.E. These charts do not address spring pad connections to the building. 3121 Fairgate Drive Alternative design may be approved by a registered professional engineer. Carrollton. Texas 75007 Supporting structural elemerim shall be designed by a registered professional Florida P.E. N 51737 engineer for wind loads in addition to other loads. TXPE 56308, F-2203 Professional Engineer's seal provid F No. 51737 p STATE OF W, P- LOR%Ot_ Ct r for verification of windload constructs 1/2' MIN 112" MIN 1/2 MIN ATTACHMENT OF 2x6 WOOD JAMB ON SHEATHING x 3" LAG SCREWS y" SHEATHING -/ x 3-12" LAG SCREWS r keep each area clear of any back jamb attachment fasteners s" z PH"' M0'11z1NW 1'_ 1fi1W1 Highest anchor installed at least as high as door opening. Anchors to be evenly spaced between the header and the floor. 2x6 structural grade lumber. May be counterbored up to 3A" deep at each anchor location to provide a flush mounting surface. 0 First anchor to stan at no more than half the fastener spacing distance and no less than the minimum edge distance. sou c noneEM010000001— 2-18-2015 Back Jamb Attachment Detail Lag Screw C.H.I. Drawing: BJA-102 I Rev.-05 A. Self tapping screws (with steel) USE9/16" — reverse M1N0MUM IA angle WASHER IF DMETER CREW I IFAD S LESS THAN 16" DIAMETER ATTACHMENT SPACING inches SCREWS SCREWS SCREWS WELDS SCREWS WELDS 16 ga 14 ga 12 ga 12 ga 3/16" 3/16" jamb jamb jamb jamb jamb jamb 24 31 36 36 36 36 20 26 36 36 36 36 18 24 36 36 36 36 16 20 30 36 36 36 14 i8 26 36 36 36 12 16 24 36 36 36 12 15 22 36 36 36 9 12 17 36 36 36 8 10 16 36 34 36 7 10 14 36 31 36 6 8 12 36 25 36 6 7 11 36 24 36 n/a 6 8 36 18 36 n/a 5 7 36 16 36 n/a n/a 6 36 12 36 n/a n/a 5 32 11 32 n/a n/a n/a 30 10 30 n/a n/a n/a 26 9 26 n/a n/a n/a 24 8 24 n/a n/a n/a 16 5 16 n/a n/a n/a 14 n/a 14 n/a n/a n/a 12 n/a 12 SCREWS SCREWS SCREWS WELDS SCREWS WELDS 16 ga 14 ga 12 ga 12 ga 3/16" 3/16" jamb jamb Jamb jamb Jamb Jamb ATTACHMENT SPACING aches) 120N 143R 209N 1272it 444R 1272R LOAD PER FASTENER otmds track Screw' 1/4" dia x 3/4" self tapping screw; must conform to ANSI/ASME B18.2.1. tn' steel Jambs: allowable load per screw= 444 Ibs bracket or Allowable load per screw; l2gsuge=20 RK.14 gauge =143 lbs. and 16 gauge = 1101bs. continuous Optional Washer. 9/16" O.D. minimum: must conform to ANSI 1118.22.1 type A. angle wader not required if fastener head has minimum 9/16" outside diameter. Lowest IlLurner m be within 104ches of the floor Maximum spacing shown in than. Lesser spacing may be used to avoid interference with door component system 2 Add holes to continuous angle as required to satisfy fastener spacing in these charts. These chaos do nor addrtis spring pad connections to the building. Lard per jamb =0.5 x door width x max positive pressure x door height DOOR WIDTH (feet and inches) at a given DESIGN PRESSURE 7'-10 6'-5 5'-6 X-7 T-11 T-5 3'-0 n/a n/a 9'-S 7'-9 6'-7 S'-6 4'-8 X-1 3'-8 n/a n/a 9'-11 8'-2 6'-11 5'-9 4'-11 4'-4 3'-10 n/a n/a 11'-9 9'-8 8'-3 6'-10 S'-10 S'-1 4'-7 4'-1 n/a 13'-S 11'-1 9'-S 7'-10 6'-8 S'-10 5'-2 4'-8 4'-3 14'-1 12'-3 10'-5 8'-8 7'-S 6'-6 S'-9 S'-2 4'-9 IS'-8 12'-1111'-0 9'-2 7'-10 6'-10 6'-1 5'-6 5'-0 20'-5 16'-9 14'-3 11'-110'-2 8'-11 7'-11 7'-1 6'-6 22'- 4 18'-S 1S'-8 IT-0 11'-2 9'-9 8'-8 7'-10 7'-1 24'- 6 20'-2 17'-1 14'-3 12'-3 10'-8 9'-6 8'-6 7'-9 29'- 1 24'-7 20'-1 17'-S 14'-1113'-0 11'-7 10'-5 9'-6 31'- 5 25'-1 22'-0 18'-4 15'-8 13'-9 12'-2 11'-0 10'-0 40'- 1 33'-7 28'-7 23'-1 20'-5 17'-101S'414'-3 13'-0 n/a 39'-2 33'-3 27'-9 23'-9 20'-9 18'-6 16'-7 15'-1 n/a n/a 41'-9 34'-129'-10 26'-1 23'-2 20'-1019'-0 n/a n/ a n/a 39'-9 34'-0 29'-9 26'-6 23'-10 21'-8 n/a n/ a n/a n/a 36'-4 31'-9 28'-3 2S'-5 23'-1 n/a n/ a n/a n/a n/a 36'-8 32'-7 29'-4 26'-8 n/a n/ a n/a n/a n/a n/a 35'-4 31'-9 28'-1 n/a n/ a n/a n/a n/a n/a n/a n/a n/a n/a n/ a n/a n/a n/a n/a n/a n/a n/a DOOR WIDTH (feet and inches) at a Digitally signed by John E. Scates, RE Date: 2015.0429 15:11:04 -05'00' John E. Scales, P.E. 3121 Fairgate Drive Carrollton, Texas 750D7 Florida P.E. N 31737 TXPE 56309, F- 2203 a n/a a n/a a n/a a n/a 11 n/a A T-11 7 4'-1 il 5'-4 6 5'-10 1 6'-S 8 7'-10 2 8'-3 1'-1 10'- 9 3'-1 12'- 6 7'-5 IS'- 9 9'-1 18'- 0 i'-2 19'- 2 24'-0 n/ a n/ a track bracket or continuous angle A00" x j" fillet welds Welds performed by a Certified Welder or inspected by a Certified Welding Inspector to verify inteory of welds. 12 gauge or XC steel lambs: allowable load per weld= 1.272 Ihs Um all necessary precautions when welding galvanized steel. Welds to be evenly spaced between header and floor. Lowest weld to be within io-inches of the floor Minimum of 3 welds per jamb required. Fillet welds to have a straight or convex fate surface. Tack weld toe of angle of some sparing to prevent romtion of track angle. Cracks and blemishes shall be ground to a smooth contour and chocked to ensuesoundnem Thew charts do not address spring pad connections to the building. Land per jamb = 0.3 x door width x max positive pressure x door height 4 4'-11 4'-6 4'-2 n/a n/a 11 5'-5 4'-11 4'-6 4'-2 T-11 2 6'-7 6'-0 5'-6 5'-1 4'-9 7 6'-11 6'-4 5'-10 5'-S S'-0 10 9'-0 8'-3 7'-7 7'-0 6'-6 1'-5 10'- 6 9'-7 8'-10 8'-2 7'-7 I'-4 13'- 3 12'-1 11'-1 10'-3 9'-7 i -S 15'- 1 13'-9 12'-8 11'-9 10'-1 N-6 16'- 1 14'-8 13'-6 IT-6 11'-8 2 18'-7 17'-0 15'-7 14'-5 13'-S l'-1 20'- 2 18'-5 16'-1 15'-8 14'-7 V-1 30'- 3 27'-7 25'-5 23'-6 21'-1' fa n/a 31'-7 29'-0 26'-1125'-0 fa n/a n/a n/a 31'-4 29'-2 E. gar No. 51737 a i 4 STATE OF ` pa i 0W, .- A1OR104%' p` . L J Professional Engineers seal provided only for verification of win"--- rnrlstJurxion detail& angle n/a 100" x I" long Met weld E60XX Electrodes Min). n/a Weld to be keened vertically on n/a angle at spacing specified in chart and tack weld toe of angle or 4'-S track bracket at same spacing. 10'-3 12'- 7 Alternative design may be approved by a licensed professional engineer. Supporting swetural element; shill be designed by a licensed prtfasiarol engineer for wind bads in addition to other Inds This drawing does not address the jambhvall design but only door attachment Jambhvall concoction is shown only for iansoalion purposes. The building designer is responsible for ensuring dent the jatnMwO is SURieien to carry de door five and retie hods 40. Simpson Titen HD; 3/8" diameter x 3" long (minimum). Simpson Wedge -All; 3/8" diameter x 3" long (minimum). ITW Ramset/ Redhead Large Diameter Tapcon, 3/8" diameter, minimum 2" long with washer that conforms to ANSI B 18.22.1 type B. Use a fastener for every track bracket unless the quantity of fasteners determined from this chart is more than the quantity of track brackets specified on the door drawing. Add track brackets as required to satisfy fastener spacing in these charts. Maximum spacing shown in char. Lesser spacing may be used to avoid interference with door hardware and or fastening system, but not less than 6". . See char for minimum edge distance required. ' Load per jamb = 0.5 x door width x max positive pressure x door height t Manufacturer's installation instructions must be followed — — 8" CMU block walls shall comply with ASTM C90. Use minimum 2000 psi grout or concrete when filling CMU. Fastener spacing distance may vary +/-I ". — r SPACING inches) DOOR WIDTH (feet and inches) at a given DESIGN PRESSURE (PSF) pt* Filled CMU iimpson Simpson Titen HD Wedge - All 114psf 17psf 20psf 24psf 28psf 32psf 36psf 40psf 44psf 48psf 53psf 58psf 63psf 69psf 75psf 81psf 87psf 93psf n/a 24 24'-3 20'-0 17'-0 14'-2 12'-1 10'-7 9'-5 8'-6 7-8 7'-1 6'-4 S'-10 51-4 4'-11 4'-6 4'-2 n/a n/a 24 16 34'-3 28'-2 24'-0 20'-0 17'-1 15'-0 13'-4 12'-0 10'-10 10'-0 9'-0 8'-3 7'-7 6'-11 6'-4 5'-11 5'-6 5'-1 16 16 36-5 30'-0 25'-6 21'-3 18'-2 15'-11 14'-2 12'-9 11'-7 10'-7 9'-7 8'-9 8'-1 7'-4 6'-9 6'-3 S'-10 5'-5 16 8 n/a n/a 36'-0 30'-0 25'-8 22'-6 20'-0 18'-0 16'-4 15'-0 13'-7 12'-4 11'-5 10'-5 9'-7 8'-10 8'-3 7'-8 8 8 n/a n/a n/a n/a n/a 31'-10 28'-4 25'-6 23'-2 21'-3 19'-2 17'-7 16'-2 14'-9 13'-7 12'-7 11'-8 10,41 8 n/a n/a in/a n/a n/a n/a n/a n/a I n/a 32'-8 30'-0 27'-2 24'-9 22'-10 20'-10 19'-2 17'-9 16'-6 1 15'-5 iimpson Simpson 14psfl 17psfl 20 sf 124psf 128psf 132psf 136psf 140psf 144psf 148psf I 53 sf 158psf 163psf I 69 sf 175psf I 81 sf 187nsf I 93 sf Titen H Wedge- All DOOR WIDTH (feet and inches) at a given DESIGN PRESSURE (PSF) 3/8" 3/8" IFASTENER DIAMETER 2.75" 2.68 EMBEDMENT LENGTH 4" 4" EDGE DISTANCE 480# 340# FASTENER LOAD CAPACITY These duns do not address spring pod mrats'titms to building. Alternative design may be approved by a registered professional engineer. Supporting structural dements shall be designed by a registered F.• s1j / professional engineer for wind loads in addition roatltrloods. This drawing does not address the wall design, but only door r`•-GENa • / attachment. Wall construction is shown only for ilhrstmtion The building designer isresponsible finermmng a purposes. that the wall is sufficient to tarty the door five and smtic loads. No. 51737 Digitally signed by)ohn E Scates, P.E. none R2000[ZJ " Date: 2015.04.2915:10:52 -05'00' p STATE OF • 0 2- 18-201 John E. Scares. P.E. 3121 Drive p iN'•. 10R%OP p F '""'' ? CMU Block Wall Carrollton, Texas 75007 on, Texas Zl;l IONi Attachment Detail Florida P.E. N 51737 TXPE 56309, F-2203 C.H.I. Drawing: BJA-104 Rev. ProfessionalEngineer's seal provided onlyverifi forcation of windload construction details. g Anchor: ITW Tapcon or Tapcon LDT or Simpson Strong -Tie Wedge -All. TTW Ramset/ Redhead Tapcon, 1/4" diameter, 2" long (minimum) fTW Ramses/Redhead Large Diameter Tapcon, 3/8" diameter, 2-3/4" long (minimum) Simpson Wedge -All; 3/8" diameter x 2" long (minimum). Use a fastener for every track bracket unless the quantity of fasteners determined from this chart is more than the quantity of track brackets specified on the door drawing. FASTENER SPACING Add track brackets as required to satisfy fastener spacing in these charts. Maximum spacing shown in chart. 2500 psi concrete Lesser spacing may be used to avoid interference with door hardware and or fastening system, but not less than 6". Simpson See chart for minimum edge distance required. Concrete walls shall be minimum 2500 psi concrete and shall be of sufficient strength to resist loads. Strong- Load per jamb = 0.5 x door width x max positive pressure x door height. ITW Tapcon Tie Manufacturers installation instructions must be followed. 3/8 DOOR WIDTH (feet and inches) at a given DESIGN PRESSURE (PSF) W edae- 1/411 3/811 All 24 36 24 24 36 22 24 36 20 24 36 18 24 36 16 22 34 15 21 32 14 19 30 13 17 26 11 15 24 10 13 20 8 10 16 n/a 9 14 n/a 8 1 12 n/a ITW Tapcon Sims pson 14psf 17psf 20psf 24psf 28psf 32psf 36psf 40psf 44psf 48psf 53psf 58psf 63psf 69psf 75psf 81psf 87ps 93psf 24'- 3 20'-0 17'-0 14'-2 12'-1 10'-7 9'-5 8'-6 7'-8 7'-1 6'-4 5'-10 5'-4 4'-11 4'-6 4'-2 n/a n/a 26'- 5 21'-9 18'-6 15'-5 13'-2 11'-7 10'-3 9'-3 8'-5 7'-8 6'-11 6'-4 5'-10 5'-4 4'-11 4'-6 4'-3 3'-11 29'- 1 24'-0 20'-4 17'-0 14'-6 12'-9 11'-4 10'-2 9'-3 8'-6 7'-8 7'-0 6'-5 5'-10 5'-5 5'-0 4'-8 4'-4 32'- 4 26'-8 22'-8 18'-1016'-2 14'-2 12'-7 11'-4 10'-3 9'-5 8'-6 7'-9 7'-2 6'-6 6'-0 5'-7 5'-2 4'-10 36'- 3 29'-10 25'-4 21'-2 18'-1 15'-10 14'-1 12'-8 11'-6 10'-7 9'-7 8'-9 8'-0 7'-4 6'-9 6'-3 5'-10 5-5 n/ a n/a 31'-8 26'-1122'-5 19'-3 16'-1014'-1113'-5 12'-3 11'-2 10'-2 9'-3 8'-6 7'-9 7'-2 6'-7 6'-2 5'-9 n/ a 33'-8 28'-7 23'-10 20'-5 17'-10 15'-11 14'-3 13'-0 11'-11 10'-9 9'-10 9'-1 8'-3 7'-7 7'-0 6'-7 6'-1 n/ a 35'-1130'-6 25'-5 21'-9 19'-1 16'-1115'-3 13'-1012'-8 11'-6 10'-6 9'-8 8'-10 8'-1 7'-6 7'-0 6'-6 n/ a n/a 35'-3 29'-4 25'-2 22'-0 19'-7 17'-7 16'-0 14'-8 13'-3 12'-1 11'-2 10'-2 9'-4 8'-8 8'-1 7'-6 n/ a n/a n/a 31'-9 27'-3 23'-10 21'-2 19'-1 17'-4 15'-11 14'-4 13'-2 12'-1 11'-0 10'-2 9'-5 8'-9 8'-2 n/ a n/a n/a n/a 32'-8 28'-7 25'-5 22'-1120'-1019'-1 17'-3 15'-9 14'-6 13'-3 12'-2 11'-3 10'-6 9'-10 n/ a n/a n/a n/a n/a n/a 31'-9 28'-7 26'-0 23'-10 21'-7 19'-9 18'-2 16'-7 15'-3 14'-1 13'-2 12'-3 n/ a n/a n/a n/a n/a n/a n/a 32'-8 29-9 27'-3 24'-8 22'-6 20'-9 18'-1117'-5 16'-2 15'-0 14'-0 n/ a n/a n/a n/a n/a n/a n/a n/a n/a 31'-9 28'-9 26'-3 24'-2 22'-1 20'-3 18'-9 17'-6 16'-4 14psf 17psf 20psf 24psf 28psf 32psf 36psf 40psf 44psf 48psf 53psf 58psf 63psf 69psf 75psf 81psf 87psf 93psf Ting Tie DOOR WIDTH (feet and inches) at a given DESIGN PRESSURE (PSF) 1/ 4" 3/81' 3/811 FASTENER DIAMETER 1. 75" 2.5" 2.68" EMBEDMENT LENGTH I111//// 2. 5" 3" 4" EDGE DISTANCE N%% J11I 508# 764# 340# FASTENER LOAD CAPACITY Digitally signed by.John E. Scates, P.E. 51737 Date: 2015.04.29.1510.40-05'00' No. John E. Scales. P.E. 3121 Fairgatc Drive OF a O STATE j Carrollton, Texas 75007 Florida P.E. # 51737 LOR O.•' TXPE 56308, F-2203 Professional Engineer's seal provided only for verification of windload construction details. Supporting structural elements shall be designed by a regLocred professional engineer for wind loads in addition to otter loads. This drawing does not address the wall design, but only door attachment. Wall construction is shown only for illusnauon purposes. The building designer is responsible for ensuring that the wall is sufficient to carry the door live and static loads Thie drawing does not address the spring pad connections. Registered professional enginecr may approved an alternative design. Southern Pine (SP) specific gravity = 0.55, load per anchor = 607 pounds. Spruce Pine Fir (SPF) specific gravity = 0.42; load per anchor =439 pounds. 4" minimum lag screw edge distance required. 1-X" minimum lag screw embedment into structural wood. Lag screws must be seated in full height frame members. Lag screw: X6" diameter x 1-%" minimum long; must conform to ANSUASMEB18.2.1 DRY WALL / SHEATHING TRACK BRACKET r SURFACE MUS7 SUPPORTED BY W. 51,6rr X 1-S S i11-Xv TV a Maximum load per jamb = 0.5 x (door height) x (doorwidth) x (maximum positive pressure) Alternative design may be approved by a licensed professional engineer. Supporting structural elements shall be designed by a licensed professional engineer for wind loads in addition to other loads. The suitability of the structural building components must be verified by the engineer of record for the building. Digitally signed by,John E. Scates, P.E. Date: 2015.04 29 41 10:28 -05'00' John E. Scates, P.E. 3121 Fairgate Drive Carrollton, Texas 75007 Florida P.E. N 51737 TXPE 56308, F-2203 No. 0737 O STATE OF Z/;;SaIONA1. 111111 John E. Scates, Professional Engineer 1411 LeMay Suite 205 Carrollton TX 75007 972) 466.0550 fax (972) 466-2662 June 18, 2008 C.H.I.Overhead Doors 1485 Sunrise Dr. PO Box 260 Arthur, IL 61911 Re: Evaluation Report for Residential Pan Doors, Model 2250 family To Whom It May Concern: At the request of CHI Overhead Door, I have reviewed the drawings and tests listed below. These tests were conducted by Architectural Testing according to ANSI/DASMA 108-2002 and -2005 test procedures. The pressures listed on the drawings are direct results of these tests. I have concluded that the construction shown on these drawings comply with the structural requirements of the 2004 2007 Florida Building Code. I certify that I meet the requirements of "independence" as detailed in Florida Statute 913-72, section 72.110. Drawings: Z3-0907-01300 Z4-0907-01300 Z5-0907-01300 Z6-0907-01300 Z7-0907-01300 Z8-0907-01300 Z9-0907-01300 ZIO-0907-01300 Z3-1007-01300 Z4-1007-01300 Z5-1007-01300 Z6-1007-01300 Z7-1007-01300 Z8-1007-01300 Z9-1007-01300 ZIO-1007-01300 Z3-1607-01300 Alt Z3-1607-01300 Z4-1607-01300 Z5-1607-01300 Z6-1607-01300 Z7-1607-01300 Z8-1607-01300 Z9-1607-01300 Z 10-1607-01300 Model 2250/2251 9'-0" wide +19.5 / -22.0 psf Model 2250/2251 9'-0" wide +23.2 / -26.2 psf Model 2250/2251 9'-0" wide +27.3 / -30.8 psf Model 2250/2251 9'-0" wide +31.4 / -35.5 psf Model 2250/2251 9'-0" wide +36.0 / -40.6 psf Model 2250/2251 9'-0" wide +38.3 / -43.5 psf Model 2250/2251 9'-0" wide +44.3 / -51.5 psf Model 2250/2251 9'-0" wide +50.7 / -57.5 psf Model 2250/2251 Model 2250/2251 Model 2250/2251 Model 2250/2251 Model 2250/2251 Model 2250/2251 Model 2250/2251 Model 2250/2251 Model 2250/2251 Model 2250/2251 Model 2250/2251 Model 2250/2251 Model 2250/2251 Model 2250/2251 Model 2250/2251 Model 2250/2251 Model 2250/2251 10'-0" wide +19.5 / -22.0 psf 10'-0" wide +23.2 / -26.2 psf 10'-0" wide +27.3 / -30.8 psf 10'-0" wide +31.4 / -35.5 psf 10'-0" wide +36.0 / -40.6 psf 10'-0" wide +38.3 /-43.5 psf 10'-0" wide +44.3 / -51.5 psf 10'-0" wide +50.7 /-57.5 psf 16'-0" wide +18.7 / -20.8 psf 16-0" wide +18.7 / -20.8 psf 16-0" wide +22.2 / -24.7 psf 16'-0" wide +26.2 / -29.1 psf 16-0" wide +30.1 / -33.5 psf 16-0" wide +34.5 / -38.4 psf 16'-0" wide +39.5 / -44.4 psf 16-0" wide +42.1 / -46.9 psf 16-0" wide +48.2 / -53.7 psf Tests: Z3-1807-01300 Z4-1807-01300 Z5-1807-01300 Z6-1807-01300 Z7-1807-01300 Z8-1807-01300 Z9-1807-01300 Z I 0-1807-01300 Model 2250/2251 Model 2250/2251 Model 2250/2251 Model 2250/2251 Model 2250/2251 Model 2250/2251 Model 2250/2251 Model 2250/2251 9' wide Series 2250/2251 AT] 75882.01-602-47 ATI 75884.01-602-47 ATI 75888.01-602-47 ATI 75892,01-602-47 ATI 75894.01-602-47 10' wide Series 2250/2251 ATI 75887.01-602-47 ATI 75880.01-602-47 ATI 75883.01-602-47 ATI 75885.01-602-47 ATI 75889.01-602-47 ATI 75891.01-602-47 ATI 75893.01-602-47 Installation Instructions: Z3-09045-pan-051608 Z3-10045-pan-051608 Z3-16045-pan-051608 Z3-16045-pan-051608 alt Z3-18045-pan-051608 Z4-09045-pan-051608 Z4-10045-pan-051608 Z4-16045-pan-051608 Z4-18045-pan-051608 Z5-09045-pan-051608 Z5-10045-pan-051608 Z5-16045-pan-051608 Z5-18045-pan-051608 18'-0" wide + 18.7 / -20.8 psf l 8'-0" wide +22.2 / -24.7 psf 18'-0" wide +26.2 / -29.1 psf 18'-0" wide +30.0 / -33.5 psf 18'-0" wide +34.5 / -38.4 psf 18'-0" wide +39.5 / -44.4 psf 18'-0" wide +42.1 / -46.9 psf 18'-0" wide +48.2 / -53.7 psf 2 of 16' wide Series 2250/2251 ATI 76338.01-602-47 ATI 76339.01-602-47 ATI 76340.01-602-47 ATI 76341.01-602-47 ATI 76343.01-602-47 ATI 76344.01-602-47 AT] 76345.01-602-47 ATI 76346.01-602-47 18' wide Series 2250/2251 ATI 77052.01-602-47 ATI 77053.01-602-47 ATI 77054.01-602-47 AT] 77055.01-602-47 ATI 77056.01-602-47 ATI 77057.01-602-47 ATI 77058.01-602-47 AT] 77059.01-602-47 Z6-09045-pan-051608 Z6-10045-pan-051608 Z6-16045-pan-051608 Z6-18045-pan-051608 Z7-09045-pan-051608 Z7-10045-pan-051608 Z7-16045-pan-051608 Z7-18045-pan-051608 Z8-09045-pan-051608 Z8-10045-pan-051608 Z8-16045-pan-051608 Z8-18045-pan-051608 Z9-09045-pan-051608 Z9-10045-pan-051608 Z9-16045-pan-051608 Z9-18045-pan-051608 Z10-09045-pan-051608 Z 10-10045-pan-051608 ZIO-16045-pan-051608 Z10-18045-pan-051608 Testing was conducted in accordance with ANSI/DASMA 108-2002 and -2005. Tests included holding the door at design pressure for a minimum of 52 seconds, and achieving a 150% overload ("test" or "proof') pressure for 10 seconds. Mounting of 2x6 wood "Back Jamb" or "bucks" to the building structure as a surface to secure the track brackets are detailed on these CHI drawings. Additional information is available in DASMA TDS-161 (Technical Data Sheet) at www.dasma.com: BJA-001-03 using Concrete Sleeve Anchor BJA-002-03 using Concrete Self -Tapping Anchor BJA-003-03 using Concrete Expansion Anchor BJA-004-03 using Lag Screws Model Description: All doors in this evaluation are 2" thick overall. In each family of doors, the weakest or thinnest skin product was tested to prove the entire family line. Thus, all of these door model variations are approved for each family of the drawings: 2250 family includes: 2250 - pan 2251 - 2250 pan w/ insulation 2240 - 2250 but 24 gage pan. 2241 - 2251 but 24 gage pan. Limitations: The drawings cited above are an explicit part of this evaluation report. The text of this report does not attempt to address all design details, but relies upon the illustrations and text of these drawings and instructions as well. Each door should be chosen based on the "psf' requirement determined for a specific installation or locale. During pressure testing, the door was held for sufficient duration for all Florida wind gust speeds of 90 mph and higher. The maximum door width approved with this report is 18' wide. The maximum door height approved with this report is 8-sections (14' tall). Half -incline vertical track must be used for doors taller than 7-sections. Low Headroom track may be used in lieu of the Standard Lift track. The horizontal track may be reinforced with an angle as needed to support the door weight. The construction of the horizontal track, including the track thickness, is determined by CHI Overhead Door and does not affect this windload evaluation. 3 of 4 While the drawings only illustrate steel rollers, nylon rollers may be substituted as noted here. These ratings are based on tests 79042.01-602-47 and 79044.01-602-47. Full nylon tires (no metal bearing) are limited to: Zone 7 (' Z7....") pressures for 9' wide, Zone 6 for 10' wide, Zone 3 for 16' wide, Not permitted at 18' wide. Nylon tires with metal bearings, generally white in color, are limited to: Zone 10 on 9' wide, Zone 10 on 10' wide, Zone 7 on 16' wide, Zone 7 on 18' wide, Stop molding must be installed along the vertical jambs and across the header of the opening so that the size of the opening is reduced sufficiently to provide at least '/4 inch of overlap with each edge of the door. Stop molding is to be secured with nails or screws on spacing not to exceed 9 inches, except where the drawing calls for closer spacing. The rated pressures may not be achieved unless the door is held closed during the wind event. Both tracks must be engaged with a lock (right and left side), or alternately an electric operator attached to the door prior to the wind event. Windows may be added to these doors if illustrated on the drawings without reduction of windload rating. If the design calls for a single strut on the glazed section, two struts may be substituted, placing one above and one below the window to improve visibility through the window if desired. These drawings do not apply to regions that require impact resistance of the doors or windows. No evaluation has been conducted to determine the impact performance of these door constructions. Clearly, this excludes the Florida High Velocity Hurricane Zone HVHZ) as well. Sincerely, n NJoncates,.P.1O6fp Florida3'E 4 of 4 4 John E. Scates, Professional Engineer 1411 LeMay Suite 205 Carrollton TX 75007 972) 466-0550 fax (972) 466-2662 Calculation Methods for Sectional Doors Recognizing that not every door size can be tested, a means of rational engineering analysis must be developed. These calculation methods are one means to determine the rated pressure for door sizes not specifically tested. Two areas must be checked when adjusting pressures for other door sizes. 1. The strutting/sections are subject to failure from bending. From the bending moment equation, M = w * LZ/ 8 where "w" is windload, and "L" is door width, it can be seen that a constant bending moment is a function of LZ. Thus, to calculate the pressure, w' for a door of width L' that creates the same bending moment as a tested pressure of "w" for a width of "L": w' = w * (L)Z / (L')Z Limitations: Experience has shown that struts fail not only by pure bending collapse, but also by twisting instability that is controlled by the unsecured free span length. Thus, the strutting per section must be the same for both doors, and the spacing of the strut attachment to the door (or stile spacing) must be similar. 2. The limiting factor for end stiles, rollers, end hinges, track gage, and track bracket spacing is a function primarily of the total pressure against the door. The surface area of the door becomes the controlling factor for these items, which must be checked in addition to the bending moments. To calculate the limiting pressure, w' for a door of width L' that creates the same loading on the edges of the door at a pressure of "w" for a width of "L" : w'=w*L/L' Reasonable limits must be imposed on extrapolation. These two factors alone are not sufficient to fully describe a door's performance mathematically over a broad range. C B A 4 9'-0" (see note.-, for other widths) 4D 2 Optional Lites 3B intermediate see window options) Z hinge top fixture 4DD2 end stile 7' DT2 enbott 32 2 strut attachment strut This door has been evaluated in accordance with ASTM E 330-02 and ANSI/DASMA 108-02 and 108-05. Supporting structural elements to be designed by registered professional engineer for specified wind loads. f door is not electrically operated, a lock must be installed. Maximum door height: 20'-0" Maximum section height: 21" Per ASCE 7-10, Design Pressures (DP) typically meet or exceed the requirements for the following wind speeds. Thitse exnnsure "B" wind sneeds are for T hieh doors on 19 tall huildmes. Width Design Pressure WindSpeed Windows CenterSules 09'-06" 20.8 / - 23.5 s 148 m h YES I 09'-00" 2.1.2 s/- 26.2 s I S m h YES I 08'-06" 24.6 / - 27.7 (pso I m h YES I O8•-00" 26.1 s/- 29.5 s I m h YES I OT-06" 27.8 / - 31.4 ( sr) 169 m h YES 1 07'-00" 29.8 / - 33.7 (s 174(m h) YES 1 06-00" 34.8 /- 39.3 ( sf) 186(m h) YES I renter sine quantity is minimum per section. 4 3 Window Options: 1/8" DSB 1/4" Tempered Glass 1/4" Polycarbonate 7/16" Insulated Glass D 7/16" Tempered Insulated Glass Max daylight opening 39-38 x 12-1/2" C TO g w T Y 9 doorheight 6-6" to T-V' 4 3 2 T-6" to 8'-Y' 5 4 3 8'-3" to 8'-9" 5 4 3 10'-9" to 12'-3" 7 6 5 12'-6" to 14'-0•' 8 7 6 9 8 7 10 9 8 I 1 10 9 12 11 10 Track bracket quantities shown are for use with grade 2 or better spruce -pine -fir SPFl or southern pine jambs. C 6- 81C47'7 Supplemental Instructions contain details Os;.',twaNil.•. for doors up to 20•-0" high. These are requited in No. 51737 addition to this drawing for installation. Always John E. Scates. P.E. use supplemental instructions to addition to this 3121 Fairgate Drive drawing during door installation. Carrollton, Texas 75007 A1E '` VoUUooa80 ntsRED. Florida P.E. # 51737 i/'t'F'•Oit1Q: ' p 04 09-2015 Models: 2240,2241,2250,2251.4240. 241, 5 .42 0. 4250.420 52 I A 20 8/-23 5 (psf) at 09'-06" through FL 1 5O1 2R Digitally signed 14: 57: E. Sates, P.E. +34. 8/-39.3 (ps0 at 06'-00" LL Date: 2015.04.1414:57:23-05'00' C. H.I. Drawing: F74-09-0131-5 Professional Engineers seal provided only for verification of windload construction details I page 1 of 2 Strut (if applicable) not shown for clarity. 059) galvanized steel top fixture. Each fixture attached with four 1/4" x 3/4" screws. push nut 034) end stile 109) galvanized steel top Fixture. Each fixture attached Il with two 1/4" x 3/4" screws. 8 push nut 034) end stile Optional low head room top bracket lo 2" (max. for .058 thick) 4" (max. for .109 thick) nominal 0 2" (min.) 10 (min.) ball roller with nylon or steel tread. coo push nut Vinyl Aluminum extrusion weatherstrip The vertical wood jamb fasteners may be counter sunk to provide a flat mounting surface. See jamb attachment details for more information about attaching jambs to structure. 2" x 7116" (nominal) stop molding to be secured with minimum 8d nail or 2-1/2" long screw on 8" spacing. Stop molding not required when door is more than I" wider than opening. nominal (.0185) galvanized steel minimum 034) center stile 2" (min) x .045 (min) galvanized steel track End Hinge Intermediate Hinge galvanized steel fastened A to section with four 1/4" x 3/4" screws. t3 push nut IL2-3/4" stem 3., 1-7/8" I re 3-1/2" (min. 058) galvanized steel 9 fastened to section with four I/4" x 3/4" sc 8 ws. 7 2-3/4" 040) 50 ksi galvanized steel 3" strut attached with two 1/4" x 3/4" screws per stile or hinge plate. push nut 109) galvanized steel bottom bracket Each bracket attached with four red 1/4" x 3/4" screws. Optional low head room bottom bracket Details on some views may have been omitted for clarity. 086) galvanized steel flag bracket fastened to wood jamb with three 5/16" x 1-5/8" wood lag screws. Flag bracket attached to horizontal track with two 1/4" x 5/8" track bolts and nuts. Flag bracket attached to vertical track with two 1/4" x 5/8" track bolts and nuts. Or two 1/4" x 11/32" rivets. 102) galvanized steel track bracket fastened to wood jamb with one 5/16" x 1-5/8" wood lag screw per bracket. 0® Each track bracket attached with one 1/4" x 5/8" track bolt and nut. Or two 1/4" x 11/32" rivets. SC4 '','i ft. 51737 O •, STATE (W P • :# tk•.!`lOR%o!• Professional Engineers seal provided only for verification of windload construction details r John E. Scates, Professional Engineer April 14, 2015 C.H.I. Overhead Doors 1485 Sunrise Dr. PO Box 260 Arthur, IL 61911 Re: FL 15012 Evaluation Report for Residential Pan doors Models 2240, 2241, 2250, 2251 4240, 4241, 4250, 4251 5240, 5241, 5250, 5251 3121 Fairgate Dr. Carrollton TX 75007 fax (972) 492-0077 1 office (972) 492-9500 At the request of C.H.I. Overhead Doors, I have reviewed the drawings and tests listed below and have concluded that the construction shown on these drawings comply with the structural requirements of the 5th Edition (2014) Florida Building Code. I certify that I meet the requirements of "independence" as detailed in Florida Statutes. Rational analysis methods have been applied to define psf pressure ratings for each width. Each "static" pressure was evaluated based on its tested size to take the least of the results of bending moment and end load conditions. Each "impact" pressure was evaluated to be the least of the achieved impact psf (with no change or allowance for width variations) and the rationalized static psf. Widths greater than the impact -tested door width were not included. This product has been tested and constructed to meet PSF specifications, not MPH. The conversion of MPH to PSF requires site -specific information that is unknown to the manufacturer. Estimated MPH values are offered for comparison, but are not certified. Drawings: These products are for static Pressure only: FZ3-10-01315 06'-00" through 14'-00" FZ3-16-013L5 12'-00" through 21'-00" FZ3-16-01315 08'-00" through 21'-00" FZ4-09-013L5 06'-00" through 09'-06" FZ4-10-01315 06'-00" through 15'-02" FZ4-16-01315 14'-02" through 24'-00" FZ4-18-01315 17'-00" through 19'-10" FL 15012 FZ5-09-013L5 06'-00" through 10'-00" FZ5-10-01315 06'-00" through 16'-06" FZ5-16-01315 08-00" through 16'-10" FZ6-10-013L5 06'-00" through ll'-00" FZ6-10-01315 10'-00" through 17'-08" FZ6-16-013L5 12'-00" through 24'-00" FZ6-16-01315 12'-00" through 24'-00" FZ7-09-013L5 06'-00" through 09'-02" FZ7-16-01315 08'-00" through 24'-00" FZ7-18-01315 09'-00" through 24'-00" FZ8-10-01315 08'-00" through 19'-06" FZ8-16-01315 08'-00" through 24'-00" FZ8-18-01315 09'-00" through 24'-00" FZ9-09-013L5 06'-00" through 10'-00" FZ9-18-01315 09'-00" through 24'-00" FZ10-09-01315 06'-00" through 14-02" FZ10-16-01315 08'-08" through 24'-00" FZ10-18-01315 09'-10" through 24'-00" These products are for static and impact windborne debris): FZ4i-16-01515 16'-00" wide, 156 mph FZ4i-18-01515 18'-00" wide, 157 mph FZ6i-09-01515 09'-00" wide, 183 mph FZ6i-16-01515 16'-00" wide, 183 mph FZ6i-18-01515 18'-00" wide, 183 mph FZ7i-18-01515 18'-00" wide, 195 mph FZ10i-10-01515 10'-06" wide, 218 mph 2 Test Reports Static Tests: 9' wide ATI 75882.01-602-47 ATI 75884.01-602-47 ATI 75888.01-602-47 ATI 79082.02-602-47 ATI 86784.01-602-78 ATI 82008.01-602-47 10' wide ATI 75877.01-602-47 ATI 75880.01-602-47 ATI 75883.01-602-47 ATI 75885.01-602-47 ATI 75889.01-602-47 ATI 75893.01-602-47 ATI 82014.01-602-47 10'-6" wide ATI 98398.01-602-44 Impact Tests: 9' wide ATI 86495.01-602-78 10'-6" wide ATI 97308.01-602-44 FI 16' wide ATI 76338.02-602-47 ATI 76339.01-602-47 ATI 76340.01-602-47 ATI 76341.01-602-47 ATI 76343.01-602-47 ATI 76344.01-602-47 ATI 76345.01-602-47 ATI 76346.01-602-47 ATI 82017.01-602.47 18' wide ATI 77052.01-602-47 ATI 77053.01-602-47 ATI 77056.01-602-47 ATI 77057.01-602-47 ATI 77058.01-602-47 ATI 77059.01-602-47 ATI 82008.01-602-47 ATI 82019.01-602-47 16' wide ATI 86494.01-602-78 ATI 91665.03-602-18 18' wide ATI 86491.01-602-78 ATI 91667.03-602-18 ATI 97309.01-602-44 FL 15012 FL 15012 Testing Impact, cyclic and static tests were conducted by Architectural Testing of Schofield, WI at the Schofield location. Static tests were also conducted by ATI at the C.H.I. Overhead Doors' test facility in Arthur, IL. These test facilities were accredited at the time of testing. Static pressure testing was conducted in accordance with ANSI/DASMA 108-02 and/or ANSI/DASMA 108-05. The testing also complied with the requirements of ASTM E330-02 and ANSI/DASMA 108-2012. All of these standards are equivalent test procedures to meet the requirements of the FBC for garage doors. Large Missile impact and cycling tests were conducted in accordance with ANSI/DASMA 115-05 as well as ASTM E1886-05/E1996-09. These doors are not intended for the High Velocity Hurricane Zone (HVHZ). All test reports were signed by a Florida PE. The designs reflected on the drawings represent the "worst case" construction of the doors if there were slight differences between the DASMA 108 Static and DASMA 115 Impact tested products. The strongest or most reinforced features were incorporated to ensure compliance, as rational engineering analysis. Installation The drawings provide installation instructions peculiar to windload reinforcement. Supplemental —instructions —Pan" include additional details. Anchorage Requirements: Attachment drawings provided by C.H.I. Overhead Doors detail how to fasten back jambs equivalent in strength to southern pine or spruce pine fir to the structure. Fasteners used to secure the back jambs must be long enough to achieve the minimum embedment as specified. The direct mounting of door track on top of drywall or other non structural material is outside of the scope of C.H.I. Overhead Doors wind load evaluations. Residential garage door track generally has small metal pads that contact the drywall. The loads generated during high wind events may be concentrated by these pads. C.H.I. Overhead Doors promotes the use of back jambs to effectively absorb and redistribute wind loads. 4 FL 15012 Mounting of 2x6 wood "Back Jamb" or "bucks" to the building structure as a surface to secure the track brackets are detailed on these C.H.I. attachment drawings, depending upon the type of wall construction: BJA-101 using Concrete Anchors BJA-102 using Lag Screws If mounting of the track directly to building jambs is desired, more fasteners and track brackets may be necessary in addition to those shown on the drawings to obtain sufficient track attachment. These C.H.I. attachment drawings provides guidelines: BJA-103 Steel Attachment Detail BJA-104 CMU Attachment Detail BJA-105 Concrete Attachment Detail BJA-106 Attachment Detail for Wood This Evaluation Report does not address design of the wall/jambs themselves. These attachment drawings only illustrate common means to attach the jambs to the wall. Walls and Jambs should be designed (by others) to withstand the loads imposed by door onto the building. Model Description All doors in this evaluation are 2" thick overall. In each family of doors, the weakest or thinnest skin product was tested to prove the entire family line. Thus, all of these door model variations are approved for each family of the drawings: 2250 family includes: 2250 - 25 gage pan with standard emboss 2251- 25 gage pan with standard emboss w/ insulation 2240 - 24 gage pan with standard emboss 2241- 24 gage pan with standard emboss w/ insulation 4250 - Wide Ranch emboss, 25 gage pan - uninsulated 4251 - Wide Ranch emboss, 25 gage pan - insulated 4240 - Wide Ranch emboss, 24 gage pan - uninsulated 4241- Wide Ranch emboss, 24 gage pan - insulated 5 FL 15012 5250 - Carriage House emboss, 25 gage pan - uninsulated. 5251- Carriage House emboss, 25 gage pan - insulated. 5240 - Carriage House emboss, 24 gage pan - uninsulated. 5241- Carriage House emboss, 24 gage pan - insulated. Limitations The drawings cited above are an explicit part of this evaluation report. The text of this report does not attempt to address all design details, but relies upon the illustrations and text of these drawings and instructions as well. Each door should be chosen based on the "psf" requirement determined for a specific installation or locale. The horizontal track may be reinforced with an angle as needed to support the door weight. The construction of the horizontal track, including the track thickness and additional support when needed, is determined by C.H.I. Overhead Doors and does not affect this windload evaluation. The rated pressures may not be achieved unless the door is held closed during the wind event. Both tracks must be engaged with a lock (right and left side), or alternately an electric operator attached to the door prior to the wind event. Certain doors have been tested to Large Missile Impact requirements of the wind-borne debris regions, designated with an "i" in the drawing name. In addition, steel doors not tested for wind-borne debris may be allowed for use in the wind-borne debris region per FBC if they do not contain glazing. These products have not been fully evaluated for use in the Florida High Velocity Hurricane Zone (HVHZ). Digitally signed by John E. Scates, P.E. Date: 2015.04.14,15'.58:04-05'00' I. John E. Scates, P.E. Florida PE # 51737 6 E• SST i tee No. 51737 O STATE OF c'•.!COR QP p' 4/jSSIONATV Nx 1111