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2636 Flycatcher Way 17-2388; NEW SFH
Application No: / -) )- -_i ' Documented Construction Value: $ —tv Job Address: 'V4?) Historic District: Yes [I No Parcel ID: Residential R Commercial Type of Work: New W Addition Alteration Repair 0 Demo 1:1 Change of Use El Move El Description of Work: Plan Review Contact Person: &A\ Title: Phone: -q Fax: Ernail: N lxy%. A Property Owner Information Name k (Z' 7 —V!;; '" Phone: Street: 5q3-_Zp Resident of property? City, State Zip: Contractor Information Name Ov" Phone: Street: IZ2'cFax:- City, StateLila: Wv\AtA-- O\4 C-1 State License No.: C 92 _L&_ Architect/ Engineer Information Name.- Phone: Street: Fax: City, St' zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a hermit 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, beaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with (tic date of application an(] the code in effect as of that date: S'b Edition (2014) Florida Building Code Revised: Lune 30, 2015 Pennit 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 to be done in compliance with all applicable laws re information is accurate and that all work will histructir n and zoning. X- Signature of owner/Agent Date Signature of domractor/Agcnt lz- Print Owner/Agent's Name Print Contractor/Agent's Name Signature of Notary -State of Florida Date Signature Date KELLY WEBSTER Notafy Public - State Of Florida Commission # FF 978034 Owner/Agent is Personally Known to Me or Contractor/Areff Produced M — Type of ID Produced ID — Type of M BELOW IS FOR OFFICE USE ONLY Permits Required: Building[] Electricalr'-' McchaniealE] Plumbing El Gas E] RoofLi Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric ® # of Amps Fire Sprinkler Permit: Yes El No El # of Heads Plumbing - # of Fixtures Fire Alarm Permit: Yes FE-J1 No It APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: — COMMENTS: Revised: June 30,2015 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction valuem S 3( Job Address: Historic District: YesL El No El ftreeffD: k'\ LF , Jr agidanfial Type of Work: New 13 Addition E] Alteration 0 RepairEl Demo El ChaugeofUsell MoveD Description of Work: Plumbing new residential construction Plan Review Contact Person: Comptroller Title: 407-323-7515Phone: Fax: Email :—, \'k'C-`_ Property Owner Infonnation Name Phone: Resident of property? : City, State Zip: Advantage Plumbing, Inc, Contractor Information 407-32397515Name ....... ...... Phone: Street: Fax: Sf6 City, State Zip: - a'oir—dJE—3 State License No.: Architect/Engineer Information Name:Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company-, Mortgage Lender: Address: Address: WARNING TO OWNER: VOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YO PAVING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST RECORDED AND POSTED ON THE JOB SITE BEFORE TnE FIRST INSPECTION. IF YOU INTEND TO OBTA, FINANC ING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE 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. I' RC' 1053 Shall be inscribed with the date of application and the code in effect as of that date-, 5` Edition (2014) Florida Building Code Revised, June 30, 2015 Permit Applicatimi 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, ,fare 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. 17 Signature of { arl gent 1qle Signature of ContTactor/Agent Date A Thomas Smith Print 6 r/Axent's Name- Print Contractor/Agent's Name PRY Meredith L Warnicke-SMO-28-17 s, of ota 4sts, of Florida Date S1 na or 9M0lCVfL0R1DA Date Comm#GG136869xV'4Cr--'xpires 8121/2021 Owner/Agent is — Personally Known to Me or Contractor/Agent is xx Personally Known to Me or Produced ID — —— Type of ID Produced ID _ Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building 0 Electrical[] Mechanical[] Plumbing[] Gaso RoofE] Construction Type:Occupancy Use: Flood Zone: -- Total Sill Ft of Bldg:__--- Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps__Plumbing - N of Fixtures____ Fire Sprinkler Permit: Yes El No D # of Heads I I'll -I-,,-- Fire Alarm Permit: Yes EJ No [] APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: Revised: Junc 30, 2015 Permit Application Advantage Mumbling, Inc. Page No. 1 Proposal of 1 Page(s) Submitted To: Phone: Date: 6-14-17 Name: Park Square Homes Job Name: Margate/Margate 11; REVISED 5200 Vineland Road, #200 Orlando, FL 32811 We hereby submit specifications and estimates for 2 Water Closets, Sterling, elongated, 3 Lavatories, owner provided. 1 Kitchen Sink, owner provided. 1 Tub, Sterling PerForma. 1 Hot Water Heater, electric, 50 gallon, with stand, 1 Shower with vinyl pan; sloping by others, 1 Laundry box, 1 Ice maker box. 2 Hose Bibbs, 1 Disposal, Badger V. Hookup owner provided dishwasher. Sewer and water service. Uponor water piping. Moen Chateau valves per spec. Option: Royal Bath Sterling 60" corner soaking tub in master bath with Moen Roman tub valve per spec and thermostatic mixing valve: + $1120 Bid excludes faucets and sinks. We hereby propose to furnish labor and materials - complete in accordance with the above specifications, for the sum of: Three thousand six hundred lift1V — dollars _.,,---$3,,65Q,00 with payment to be made as follows: 300/( uon compfetjqn of rough in; 30% UlDon completion of tub set- 40% upon completion of trim All material is guaranteed to be as specified. All work to be completed in a workmanlike manner according to standard practices. This proposal subject to acceptance within 30 days and is void thereafter at the option of the undersigned, Authorized Signature The above prices, specifications and conditions are hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined above, 1= MW P7 1 0 TS'ZT-'b1y*--FJ4U1)-Tz' "9541 ADVANTAGEPLUMBING@CFL. RR,COM FIRE INSPECTIONS CITY OF SANFORD 407,562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855,541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407,688,5080 Page 3 Application Number . . . 17-00002388 Date 9/27/17 Property Address I 1 2636 FLYCATCHER WAY Parcel Number . . . . 17.20.31.502-0000-2250 Application description NEW SINGLE FAMILY HOME - DETACHED Subdivision Name Property Zoning . . . . PUD Permit . . . . PLUMBING PERMIT -NEW RESIDENC, Additional desc Phone Access Code 1004241 Permit pin number 1004241 Required Inspections Phone Insp Seq Insp# Code Description Initials Date 10 322 UNPB PLUMBING UNDERGROUND 10-1000 311 PL03 SEWER 20 312 PL04 TUB SET 1000 313 PL45 PLUMBING FINAL FIRE INSPECTIONS CITY OF SANFORD 407,562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Application Number . , . . , 17-00002388 Date 9/27/17 Application pin number . . . 817904 Property Address . . , , , , 2636 FLYCATCHER WAY Parcel Number , , , . . . . . 17.20,31,502-0000-2250 Application type description NEW SINGLE FAMILY HOME - DETACHED Subdivision Name Property Zoning PUB Application valuation 263637 Application desc noc on file Owner Contractor PARK SQUARE ENTERPRISES, LLC PARK SQUARE HOMES 5200 VINEAND RD SUITE 200 ORLANDO FL 32811 ORLANDO FL 32811 407) 529-3000 (407) 529-3000 Structure Information 000 000 NEW SFR/ Construction Type VS Occupancy Type . RESIDENTIAL USE GROUP Flood Zone . . . . . . . . NONE Other struct info . . . . . PLUMBING FIXTURES 16.00 NUMBER OF STORIES 1,00 SQUARE FOOTAGE 2553,00 Permit . I . . . I PLUMBING PERMIT -NEW RESIDENC. Additional desc . Phone Access Code 1004241 Permit pin number 1004241 Sub Contractor ADVANTAGE PLUMBING INC Permit Fee 96.00 Issue Date 9/27/17 valuation 3650 Expiration Date 3/26/18 Qty Unit Charge Per Extension 16,00 6,0000 EA FIXTURES,WATERHEATR,DRAIN,TRAP 96,00 Special Notes and Comments All projects within the City shall use WastePro for debris removal. Please contact WastePro at 407,774.0800, Normal hours for inspections are from 7:30 through 4:30 Monday through Thursday. Please be aware you must contact the Building Official to schedule a Friday or after hours inspection. This is required since not every inspector is licensed to do every type inspection. Communication is the key, so please contact the Building Official if you have any questions at 407.688.5058 or at dave.aldrich@sanfordfl.gov Water impact fee $1343.00 Sewer impact fee $3025.00 Other Fees 01-APPLCTN FEE -BUILDING 25,00 01-APPLCTN FEE -PLUMBING 25.00 01-BLDG PLAN REVIEW 792,00 02-CURB CUT/DRIVE - SIF 40.00 01-FIRE IMP-RS 7-2017 37301 01-LIBRARY IMPACT FEE 54.00 01-PARKS IMP-RS SINGLE 17 110305 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS, NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED, COUNTY OF SEMINOLE IMPACT FEE STATEMEN1 T3Lop3STATEMENT NUMBER: 17100006 DATE: September OV, 2017 _fit ren BUILDINGAPPLICATION4: I7-10000645 BUILDING PERMIT NUMBER: 17-10000645 UNIT ADDRESS: FLYCATCHER WAY 2636 1 !V-20-31-502-0000-2250 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SHE: PARCEL: SUBDIVISION: TRACT: PLATBOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: BRISSON INVESTMENTS LLC ADDRESS: 27 N SUMMERLTN AVE ORLANDO FL 32801 LAND USE: SEE, DETACHED TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 2636 FLYCATCHER WAY / LOT 225 SEE, DETACHED / WYNDAM PRESERVE I --------------------------------- I ---------- FEE BENEFIT RATE UNIT CALC UNIT ------- TOTAL DUE-- TYPEDISTSCHEDRATEUNITSTYPEROADS- ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 awl unit 705.00 ROADSCOLLECTORSNIASingle Family Housing .00 1.000 dw! unit .00 FIREFESCUEN/A LIBRARY CO -WIDE ORD 00 Sin le Family Housing 54.00 1,000 dwl unit 54.00 SCHOOLSCO -WIDE ORD Single Family Housing 5,000.00 1.000 dwl unit 5,000.00 PARKSN/A LAW ENFORCE N/A .00 DRAINAGE N/A '00 00 AMOUNT DUE 5,759..00 STATEMENTc RECEIVED BY: SIGNATURE: PLEASE PRINT NAME) DATE: NOTE TO RECEIVING SIGNATORY/APPLICANT:FAILURE TO NOTIFY OWNER AND ENSURE TIMELYPAYMENTMAYRESULTINYOURLIABILITYFORTHEFEE. DISTRIBUTION: 1- BLDG DEPT 3-APPLICANT 2-FINANCE 4-LAND MANAGEMENT NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR ffSEMINOLE EDUCATIONAL ISSUANCEOFABUILDINGPERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER TO APPEALTHECALCULATIONOFANYOFTHEABOVEMENTIONEDIMPACTFEES' MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OFTHERECEIVINGSIGNATUREDATEABOVE, BUT NOT LATER THAN CERTIFICATE OFOCCUPANCYOROCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE, COPIES OFRULESGOVERNINGAPPEALSMAYBEPICKEDUP, OR RE?UESTED, FROM THEPLANIMPLEMENTATIONOFFICE: 1101 EAST FIRSSIRE I T SANFORD FL, , 32771; 407-665-7356, PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, ED 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER AND SHOULD REFERENCE THE COUNTY BUILDINGPERMITNUMBERATTHEPLEFTOFTHISOSTATEMENT. THISSTATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVATLABLE UPON REQUEST, CALL 407-665-7356, BuILDING PERMIT in Max 10 10 20 30 10 40 50 60 70 40 70 50 1000 50 1000 80 1000 1000 Inspection Descriptio Form board / Foundati Slab / Mono Slab PrqIJ Lintel / Tie Beam //Fil Sheathing — Wal Sheathing — Rqf Roof Dry In Frame Insulation Rough ln° ) Drywall 4heetrock I Mai Permit # 17-2388 Wtflll* 0 I / Down Cell Final R*f Final,,,, St co / Siding Insula4n Final Final Single Family Residence IVIECHANICAL Min 10 YERMIT Max Inspection Description Mechanical Rough 1000 Mechanical Final REVISED: June 2014 l'1:CNOLE Cil_1hi"r F1,T' M? : C:'I1`c U I I "3lt'l 'i _. C::i?t`IF I R'0Li_ [:T: CLERK'S 4 201'7092 01 71,, e t{A:'_i.t_ c fJ i.t El:.ti 1.11 i,I.31# INSTRUMENTTHISPREPARED `w. Name: Michelle w rana oad Suite 200 Orlando, Florida 32811 NOTICE OF COM Permit Number-, ENCEMENT Parcel ID Number: The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the folicivring information is provided in this Notice of Commencement. 1. DE CRIPTION OF PROPER (Legal de cription of the prop rty and street address if available) 2. GENERAL DESCRIPTION OF IMPROVEMENT: / r 72/ Construction of a new sin le farnilv residence 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: Park S uare inter rises LLC 5200 Vineland Road Suite 200 Orlando Florida 32811 a Interest in property: Fee Sirrrple r Fee Simple Title Holder (if other than owner listed above) Name: mil) Address: 4. CONTRACTOR: Name: Park Square Homes Phone Number: 407-529-3000 Address: 5200 Vineland Road Suite 200 Orlando, Florida 32811 5. SURETY (If applicable, a copy of the payment bond Is attached): Name: N/A Address: N/A Amount of Bond: N/A 6. LENDER: Name: t/' Phone Number: Address: - C`nc --r /C ;7e q A` &# 7 Ia n Address: 8. in addition, Owner designates in to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: 9. Expiration Date of Notice of WA /N T N R 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. Signature of Ownar or Lessee, or Qvmer's or Lessee's Authorized OfficerfDirector7Partner/Manager) State of -,1 a County of C ViShaal Gupta, Executive Vice -President Print Name and Provide Signatory's TltlelOflice) The foreg///o ing Instrument was ack wledgedd before me this 0 day of _ C— / by f Y "`°' Who Is per onally known to me03 OR Name of person king statement t pa"sgAQa, MICHELLE PARKISON y°. ;a& MY COMMISSION # FF 063452 3;," EXPIRES: October 30, 2017 t,,"t ;P,, 3 ndod Thru Notary Public Undenvrit®r9 Notary Jlgnamre FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 225 Margate 11 A RHG Bedrm 4 opt - S Builder Name: One Stop Cooling and Heating 11 1 7 Street: 2636 Flycatcher Way Permit Office: SEMINOLE City, State, Zip: Sanford , FL Permit Number: ' 1 7q - 2 m88I Owner: Park Square Homes Jurisdiction: Al 500 3 V Design Location: FL, Sanford County:: Seminole (Florida Climate Zone 2 1. New construction or existing New (From Plans) 9. Wall Types (1866.7 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4,1 1596.00 ft2 b. Frame - Wood, Adjacent R=1 1.0 270.67 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 10. Ceiling Types (1995-0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1995.00 ft2 6. Conditioned floor area above grade (ft2) 1995 b. N/A R= Conditioned floor area below grade dt') 0 c. N/A R= 11. Ducts R ft2 7. Windows(198.9 sqft.) Description Area a, Sup: Attic, Ret: Attic, AH: Main 6 399 a. U-Factor: Dbl, U=0.55 119,58 ft2 SHGC: SHGC=0.22 b. U-Factor: Dbl. U=0.58 64.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 28.6 SEERA&00 c. U-Factor: Dbi, U=0.54 15.33 ft2 SHGC: SHGC=0,25 13. Heating systems kBtu/hr Efficiency d, U-Factor: N/A ft2 a. Electric Heat Pump 27.8 HSPF:9.00 SHGC: Area Weighted Average Overhang Depth: 3,506 ft. Area Weighted Average SHGC: 0.232 14. Hot water systems 8, Floor Types (1995.0 sqft.) Insulation Area a, Electric Cap: 50 gallonsEF: 0,900 a. Slab -On -Grade Edge Insulation R=O.O 1995-00 ft2 b. Conservation features b. N/A R= ft2 None c. N/A R= W 15, Credits Pstat Glass/Floor Area: 0.100 Total Proposed Modified Loads: 56.23 PASSTotalBaselineLoads" 58.98 I hereby certify that the plans and specifications covered by Review of the plans and c -VINE this calculation are in compliance with the Florida Energy specifications covered by this mCi Code. Dq,lrilly signed by Luis Morales calculation indicates compliance Srq,* Luis Mora lies Date: 2017,07.03 155054 with the Florida Energy Code, 04'00' PREPARED BY" Before construction is completed DATE: ...... ....... ... .... . this building will be inspected for compliance with Section 553,908 I hereby certify that this building, designed, is in complian ce Florida Statutes. with the Florida Energy,,,Code 01) WE OWNER/AGENT, BUILDING CIAL: DATE: .. .. .. ... ......... . DATE 4'-) Compliance requires certification by the air handier unit manufacturer that r handier enclosure qualifies as certified factory -!paled in accordance with R403.2.2.1. Compliance requires 5-ft 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. Compliance with a proposed duct leakage inn requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with Section 803 of RESNET Standards, is not greater than 0.030 Qn for whole house. 7/3/2017 3A7 PM EnergyGauge@ USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2014 PROJECT Title: Lot 225 Margate 11 A RHO Be Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 1995 Lot # 225 Owner: Park Square Homes Total Stories: 1 Block/SubDivision: V\/YNDAM PRESERV of Units: 1 Worst Case: No PlatBook: Builder Name: One Stop Cooling and Heatin Rotate Angle 45 Street: 2636 Flycatcher Way Fount Office: SEMINOLE Cross Ventilation: No County: Seminole Jurisdiction: 691500 Whole House Fan: No City, State, Zip: Sanford , Family Type: Single-family FL , New/Existing: New (From Plans) Comment: CLIMATE v IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5% 2,5% Winter Summer Degree Days Moisture Range FL, Sanford FL_ORLANDO—SANFOR 2 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1995 18553,5 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 Main 1995 18553.5 Yes 4 3 1 Yes YesYesYes FLOORS Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 171 If 1995 ft2 029 0 0.71 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch v/ # Type Materials Area Area Color Absor, Tested Tested Insul. (deg) l Gable or Shed Composition shingles 2231 ft2 500 ft2 Dark 0.9 N 0.9 No 0 26.6 ATTIC v # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1995 ft' N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 1995 ft' 0.1 Wood 7/3/2017 3:47 PM EnergyGaugeE, USA- FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 WALLS Adjacent Cavity Width Height Sheathing Framing Solar BelowV # Ornt To Wall Type Space R-Value Ft In Ft n Area.- R-Value Fraction _Atasor. Grade°la-- 1 NE=>E Exterior Concrete Block - Int Insul Main 4.1 50 0 9 4 466.7 ft' 0 0 0.8 0 2 SE=>S Exterior Concrete Block - Int Insul Main 4.1 21 0 9 4 196.0 ft' 0 0 0.8 0 3 SW=>W Exterior Concrete Block - Int Insul Main 4.1 60 6 9 4 564.7 ft' 0 0 0.8 0 4 NW=>N Exterior Concrete Block - Int Insul Main 4.1 39 6 9 4 368.7 ft' 0 0 0.8 0 5 N Garage Frame - Wood Main 11 29 0 9 4 270.7 ft' 0 0.25 0.8 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 SE=>S Insulated Main None 39 3 8 24 ft' WINDOWS Orientation shown is the entered orientation => chan ed to As Built irotated 45 de reel . Wall Overhang Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 NE=>E 1 Metal Low-E Double Yes 0.55 0.22 30.0 ft' 1 If 0 in 1 If 0 in Drapes/blinds None 2 NE-=>E 1 Metal Low-E Double Yes 0.54 0,25 6,0 fta 1 ft 0 in 1 It 0 in Drapes/blinds None 3 SE=>S 2 Metal Low-E Double Yes 0,54 0.25 9-3 ft' 9 If 8 in 1 It 0 in None None 4 SE=>S 2 Metal Low-E Double Yes 0.55 0-22 15.0 ft' 1 It 0 in 1 ft 0 in Drapes/blinds None 5 SE=>S 2 Metal Low-E Double Yes 0.55 0.22 15.0 ft' 4 It 8 in 1 It 0 in Drapes/blinds None 6 SW=>W 3 Metal Low-E Double Yes 0,55 0.22 14.6 ft' 1 ft 0 in 1 4t 0 in Drapes/blinds None 7 SW=>W 3 Metal Low-E Double Yes 0,55 0.22 15,0 ft' 1 If 0 in 1 If 0 in Drapes/blinds None 8 NW=>N 4 Metal Low-E Double Yes 0,55 0.22 30.0 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds None 9 NW=>N 4 Metal Law-E Double Yes 0.58 0.25 64.0 ft' 6 It 8 in 1 ft 0 in None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 393.3 ft' 384 ft' 50 If 9.3 It 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000295 1546.1 84.88 159.63 2157 5 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Duets 1 Electric Heat Pump Split HSPF:9 27.8 kBtu/hr 1 sys#1 7/3/2017 3:47 PM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 16 28.6 kBtu/hr 858 cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.9 50 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cart # Company Name System Model # Collector Model Area Volume FEE None None W DUCTS Supply ___ Return ---- Air CFM 25 CFM25 HJC## Location R-Value Area Location Area Leakage Type Handier TOT OUT ON RLF Hea1Attic6399ftzAttic99.75 ft Prop. Leak Free Main cfm 59.8 cfm 0.03 0.50 11 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling X Jan Mar Ar Ma X Jul Au Se j j Oct Jan Feb Feb j] Mar Xj Ar I May XjJun Jun Julj AugXj SepXj j Oct NovX Nov DecHeatinDec Ventin Jan Feb X] Marl1 Apr May Jun Jul Aug Sep X] Oct XNov Dec tJThermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling ( WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling ( WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating ( WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating ( WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 713t2017 3:47 PM EnergyGauge0 USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Buildina Performance and PrescriiDtive Methods ADDRESS: 2636 Flycatcher Way Permit Number: Sanford , FL , El 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 law Section 553.9085, 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 components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C. El R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R4021 through R402,4.4. 0 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 manufacturer's 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 an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures, 2. Dampers including exhaust, intake, rnalkeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures, 3. Interior doors, if installed at the time of the test, shall be open, 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems. if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. 0 R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air. 0 R402.4.3 Fenestration air leakageWindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 L/s/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 L/s/m2), when tested according to NFRC 400 or AAMAA/VDMA/CSA I 01/1.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 spares. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 L/s) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pad pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering, 13 R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. 0 R403A 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)1I 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 -construction or rough -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: I Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 L/mim per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0,1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handier enclosure. All register boots shall be taped or otherwise sealed during the test. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 L/min) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm (85 L/mim per 100 square feet (9.29 m2) of conditioned floor area. 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. 7/3/2017 3:48 PM EnergyGauge@ USA - FlaRes2014 - Section R405.4,1 Com Page 1 of 3 FORM R405-2014 0 R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. 13 R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105"F (41'C) or below 55°F (1 3'C) shall be insulated to a minimum of R-1, 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. El 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 % inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. El 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. 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. 13 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, R4016,11 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. 7/3/2017 3:48 PM EnergyGauge@ USA - FlaRes2014 - Section R405.4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) 0 R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. 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 the load calculation (or entering water temperature for water -source equipment), the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb 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, 9121410M 1 Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of equipment may be sized in accordance with good design practice, 0 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 burners shall not be less than the design load calculated in accordance with Section R403.6.1. 0 R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. 13 R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. 13 R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 55°F, and no precipitation is failing and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F. R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energyy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15, The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. 0 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 accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. 0 R403,9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance withtiris equipment. 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, 0 R403.9,3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or solar energy source computed over an operating season, 13 RR404.1 Lighting equipment (Mandatory). A rninimurn of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps, 0 R404A .1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. 0 R405,2,1 Performance ONLY, Ceilings shall have minimum insulation of R-1 9. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R-1 0 is allowed. 7/3/2017 3:48 PM EnergyGauge,& USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 FORM R405-2014 NERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 95 The lower the EnergyPerformance Index, the more efficient the home. 2636 Flycatcher Way, Sanford, FL, 7 1 . New construction or existing New (From Plans) 9, Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4,1 1596.00 ft2 b- Frame - Wood, Adjacent R=1 1.0 270.67 ft' 1 Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d, N/A R= ft2 10, Ceiling Types Insulation Area 5, Is this a worst case? No a. Under Attic (Vented) R=30 0 1995,00 ft' 6. Conditioned floor area (ft') 1995 lb. N/A R= 7. Windows** Description Area c. N/A R= a. U-Factor: Dbl, U=0.55 119,58 ft2 11. Ducts a, Sup: Attic, Ret: Attic, AH: Main R ft' 6 399 SHGC: SHGC=0.22 b, U-Factor: Dbl, U=0,58 64.00 ft' SHGC: SHGC=0.25 12. Cooling systems kBtu/hr Efficiency c. U-Factor: Dbl, U=0,54 15.33 ft' a. Central Unit 28.6 SEER:16.00 SHGC: SHGC=0.25 d, U-Factor: N/A ft2 13. Floating systems kBtu/hr EfficiencySHGC: a. Electric Heat Pump 27.8 HSPF:9.00 Area Weighted Average Overhang Depth: 3.506 ft. Area Weighted Average SHGC: 0.232 8, Floor Types Insulation Area 14. Hot water systems a. Slab -On -Grade Edge Insulation R=O.O 1995.00 ft' a. Electric Cap: 50 gallons EF: 0,9 b. N/A R= ft2 c. N/A R= ft2 b, Conservation features None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building 0- Construction through the above energy saving features which will be installed (or exceeded) in this home before final ins tion. Otherwise, a new EPL Display Card will be completed de'6ornbasedoninstalledC( ,Oiant features. Date: Builder Signature: U Address of New Home: 41 ity/FL Zip:,,' V0 'EN Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff, Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT, 7/3/2017 3 48 PM EnergyGauge@ USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 wrightsoft, Project Summary Job: Date: Lot 225 Margate 11 A RHG - S 07-03-2017 Entire House MCILM One Stop Cooling and Heating Plan: RHG 7225 Sandscove. Court, Surte 1, V\Anter Park, FL 32792 Phone (407) 629 - 6920 Fax: (407) 629 - 9307 V b ~vOneStopCooling.corn License CAC032444 For: Park Square Homes 2636 Flycatcher Way Sanford, FL Weather: Orlando Executive AP, FL. US Winter Design Conditions Outside db 44 'F Inside db 68 'F Design TD 24 'F Heating Summary Structure 16461 Btuh Ducts 2979 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipmentload 19441 Btuh Method Construction quality Fireplaces Area (ft) Volume (ft) Air changes/hour Equiv. AVF (cfm) Heatin ln CoM1968 18228 18228 026 0.14 79 43 Heating Equipment Summary Make Trane Trade TRANE Model 4TWR6030H1 AHRI ref 7562380 Efficiency 9 HSPF Heating input Heating output 27800 Btuh @ 47°F Temperature rise 27 F Actual airflow 953 c1mi Airflowfactor 0.049 cfm/Btuh State pressure 0.50 in H2O Space thermostat Capacity balance point = 35 oF Backup: n/a n/a Input =OkW, Output= 0 Btuh, 100 AFUE Summer Design Conditions Outside db 93 F Inside db 75 F Design TD 18 F Daily range L Relative humidity 50 Moisture difference 44 grAb Sensible Cooling Equipment Load Sizing Structure 17686 Btuh Ducts 3687 Btuh Central vent (0 cft-m 0 Btuh none) Blower 0 Btuh Use manufacturers data n Rate/swing multiplier 0,98 Equipment sensibleble load 20860 Btuh Structure 2259 Btuh Ducts 599 Btuh Central vent (0 cftn) 0 Btuh none) Equipment latent load 2858 Btuh Kmommmiumllegm I Cooling Equipment Summary Make Trane Trade TRANE Cond 4TWR6030HI Coil TEM6AOB30H21++TDR AHRI ref 7562380 Efficiency 13.0 EER, 16 SEER Sensible cooling 21450 Btuh Latent cooling 7150 Btuh Total cooling 28600 Btuh Actual airflow 953 cfm Air flow factor 0.045 cfm/Btuh Static pressure 0.50 in H2O Load sensible heat ratio 0.88 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 2017-Jul-03 15 38,34 wrightsoft, Right -Suit e'& Universal 2017 17.0.23 RSU23249 Page I 04CZK ...HG\Lot225 Margate 11 ARHG Bedrn-4 opt- S.rup Calc=MJ8 Front Doortaces: S wrightsoft, Right-JO Worksheet Job: Lot 225 Margate 11 A RHG S Entire House Date: 07-03-2017 MC/LM One Stop Cooling and Heating Pone RHG 7225 Sandscove Court, Suite 1 Writer Park, FL 32792 Phone 407) 629 - 6920 Fax (407) 629 - 9307 V b: wmv0neStopCoohng.corn Licen.w CAC032444 1 Roorn name Entire House MBED 2 EVosedwall 171,0 ft 23.5 ft 3 Room height 93 ft d 93 ft heatAoctol 4 Room dimensions 1'0 x 247.0 ft 5 Room area 1960.0 ft' 247.0 It' Ty Con. on U-value Or HTM Area (f) Load Area (fry Load number BuNW-T) Btuh/r) or penmeler (ft) Btuh) or perimeter (ft) Btuh) Heat cod Gross N/PIS Heat Cool Gross N/R/S Heat Cool 6 0,143 ne 3.40 Z85 465 429 1460 1224 0 0 0 0 GT U13A-4ocs 4A5-torn 50 ne 13.09 22,45 30 0 393 673 0 0 0 0 4135.2im 0,540 ne 12.85 24.01 6 0 77 144 0 0 0 0 N 13A,4ocs 0.143se 3,40 285 195 132 449 376 0 0 0 0 1 4A5-2orn 0.540 s- 12.85 14.73 9 9 120 138 0 0 0 0 4A,r,tom 0.550 se 13.09 21.71 15 2 196 326 0 0 0 0 4A5-tom 0.550 so 13.09 13,17 15 15 196 198 0 0 0 0 11DO 0,390 se 9.28 12.15 24 24 223 292 0 0 0 0 lj 13A-4ocs 0.143 9N 3.40 Z85 563 533 1814 1521 60 60 206 172 4A&2om 0,550 S)N 13,09 21.71 15 2 191 317 0 0 0 0 4A5-2oni U50 tw 13,09 21.71 15 2 196 326 0 0 0 0 13A-4ocs 0.143 mv 3,40 2.85 367 273 930 780 158 128 436 365 4A5-tom 0.550 nw 13.09 22,45 30 0 393 673 30 0 393 673 4A5-2ornd 0.580 rev 13,80 27.24 64 0 883 1743 0 0 0 0 P 12C-OsN 0.091 2,17 1.48 270 270 584 399 0 0 0 0 c 1613-30ad 0.032 0.76 1.75 1960 1960 1493 3428 247 247 188 432 F 22A-tpm 1,180 28,08 0.00 1960 171 4802 0 247 24 660 0 6 c) AED emire4on 560 190 Envelopelowgain 14402 13116 1883 1834 12 a) Infiltration 2060 820 283 113 hj Room ventilation 0 0 0 0 13 Internal gains Occupants @ 230 5 1150 2 460 Applianceslother 2600 0 Subtotal (lines 6 to 13) 16461 17686 2166 2406 Less exlemal load 0 0 0 0 Less transfer 0 0 0 0 Redisinbulton 0 0 0 0 14 Subtotal 16461 17686 2166 2406 15 Ductloads 18'/'.j 2 1 '% 2979 3687 18%1 21%1 3921 502 Total room load 19"1 21373 572557L212-5 2908 2908L-1 13oAirrequired (corn) Calculnth Ed. wrightsaft, Rtgh Su te)Utiiver,4a[201717,0.23RSU23249 2017-Jul-03 15,38,34 HG\Lot 225 Margate 11 ARHG BecrM4 opt- S.rup Galc=lvl,18 Front poor faces: S Page 1 wrightsoft, Right-JO Entire House Worksheet Job: Lot Date: 07-03-2017 MCILM 225 Margate 11 A RHG S One Stop Cooling and Heating X n: RHG 7225 Sandsoove Court, Suite 1, Writer Park, FL 32792 Phone 407) 629 - 6920 Fax. (407) 629 - 9307 \AAeb wmv.0neStopCoohng.corn License CAC032444 1 Room name MV\ACl MVVC 2 E)posedwall 125 ft 3.5 ft 3 Roorn height 93 ft I-eaticool 9,3 ft heaV000l 4 Roam dimensions 5.5 x 7.0 It 5,5 x 3,5 ft 5 Room area 38.5 ft' 19.3 ft' Ty Construchon J-value Or HTM Area (111) Load Area (111) Load number BtuhV-"F) Btuhffll) or perimeter (ft) h) or perimeter (ft) Btuh) Heat cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 13 0,143 ne- 340 2.85 65 65 222 186 33 33 ill 93 4A5-2om 0.550 ne 13,09 22A5 0 0 0 0 0 0 0 0 4B5-2lm 0,540 ne 1285 24.01 0 0 0 0 0 0 0 0 13A-flocs 0143 se 3.40 2.85 0 0 0 0 0 0 0 0 11 4A5-2orn 0540 se 12.85 14.73 0 0 0 0 0 0 0 0 4A5-2orn 0.550 se 13,09 21.71 0 0 0 0 0 0 0 0 4A5-2om 0,550 se 13.09 1317 0 0 0 0 0 0 0 0 11DO 0,390 se 9.28 12.15 0 0 0 0 0 0 0 0 13A-4ocs 0,143 9N 3,40 2.85 0 0 0 0 0 0 0 0 4A5-tom 0,550 M 13.09 21,71 0 0 0 0 0 0 0 0 4A5-2orn 0.550 w 13.09 21,71 0 0 0 0 0 0 0 0 13A-4ocs 0,143 nw 3.40 2.85 51 51 174 146 0 0 0 0 4A5-2om 0.550 nw 13.09 22.45 0 0 0 0 0 0 0 0 4A5-2on-rd 0.580 nw 13.80 27.24 0 0 0 0 0 0 0 0 P 12C-0sw 0,091 2,17 1 A 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.76 1.75 39 39 29 67 19 19 15 34 F 22A-tpm 1180 28,08 0.00 39 13 351 0 19 4 98 0 6 c) AED excursion 15 5 Envelope lossrgarn 776 384 224 122 12 a) Infiltration 151 60 42 17 b) Roomventlaton 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appfianoe Vblher 0 0 Subtotal (lines 6 to 13) 927 444 266 139 Less external load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 927 444 266 139 15 1 Duct loads 1 18%1 21%1 168 93 18%1 21%q 481 29 I Total room load 1 1091094 536 314 168 Air required (cfm) 54 24 15 7 Cal J 8th Ed. 2017-Jul-03 15:38:34 vvrightSaft' Righr-Sufl Universal 2017 17.0.23 RSU23249 Page 2 HG\Lot 225 Margate 11 ARHG Bednn 4 apt- S,rup Calc'- MJ8 Front Door faces. S wrightsoft, Right-M) Worksheet Job: Lot 225 Margate 11 A RHG S Entire House Date: 07-03-2017 1% MC/LM One Stop Cooling and Heating Part: RHG 7225 Sandscove Court, Suite 1, V\Anter Park, FL 32792 Phone (407) 629 - 6920 Fax: (407) 629 - 9307 V1,ieb ve&wOneStopCooling.com License CAC032444 1 Room name MBTH MV\AC2 2 Exposed wall 9,0 ft Oft 3 Room height 93 ft heaVoDol 93 ft heatbDol 4 Room dimensions 1.0 X 91A ft 1.0 X 52.1 ft 5 Room area 91 A ft' 521 ft' Ty Construction U-value Or HTM Area ft) Load Area (ft) Load number BtuhAt`--F) (Btuh/ft) or perimeter (ft) Btuh) or perimeter ft) Btuh) Heat cool Gross N/P/S Heat Cool Gross N/P(S Heat cool 6 13A-4ocs 0,143 ne 3.40 2,85 84 78 264 222 0 0 0 0 4A5-2onn 0.550 ne 13,09 22,45 0 0 0 0 0 0 0 0 485-2fm 0,540 no 1285 24,01 6 0 77/ 144 0 0 0 0 13A-4ocs 0,143 se 3,40 2.85 0 0 0 0 0 0 0 0 1 4A5-2om 0.540 a-- 12,85 14,73 0 0 0 0 0 0 0 0 4A5-tom 0,550 se. 13-09 21,71 0 0 0 0 0 0 0 0 4A5-2om 0.550 se 13.09 13,17 0 0 0 0 0 0 0 0 11DO 0,390 se 9,28 1215 D 0 0 0 0 0 0 0 1 aA-4ocs 0.143 sw 3,40 2,85 0 0 0 0 0 0 0 0 4A5-2om 01550 sw 13.09 21,71 0 0 0 0 0 0 0 0 4A5-tom 0.550 SW 13.09 21.71 0 0 0 0 0 0 0 0 13A-flocs 0143 nw 3.40 2.85 0 0 0 0 0 0 0 0 4A5-tom 0.550 rNv 13.09 22,45 0 0 0 0 0 0 0 0 4A5-2ornd 0.580 nw 13.80 2724 0 0 0 0 0 0 0 0 P 12C-Osw 0,091 2.17 1,48 0 0 0 0 0 0 0 0 C 16B-30ad 0,032 0.76 1,75 91 91 70 160 52 52 40 91 F 22A-tprn I 1.180 28,08 0.00 91 9 253 0 52 0 0 0 6 c) AED excursion 19 3 Envelope loss/gain 664 507 40 88 12 a) Infiltration 108 43 0 0 b) Roornventlation 0 0 0 0 13 Internal gains: Occupants 230 0 0 0 0 Applrances bther 1 0 1 0 Subtotal (lines 6 to 13) 772 550 40 88 Less exiennal load 0 0 0 0 Leostransfer 0 0 0 0 RedistnbuUon 0 0 0 0 14 Subtotal 77 5 6 L 40 88 15 DUCI loads 18% 1 1402 115115550 18% 18%. 21% 1 71 18 Total room load 912 6655 1 47 107 Air required (cftm) 45 030 21 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 44- rightsoft 2017-Jul-03 15 38 34 Right-Suiteo Universal 2017 17.0.23 RSU23249 Page 3 HG\I-ot 225 Margate 11 ARHG Bedne, 4 apt- S,nup Galc = MJ8 Front Door faces, S wrightsoft, Right-JO Warks Entire House One Stop Cooling and Heating Job: Lot 225 Margate 11 A RHG - S Date: 07-03-2017 Imm 7225 Sandswve Court, Suite 1, tMnter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneStopCooling.corn License: CAC032444 Room FAM CAFE 2 E Wall 33.0 ft 9,0 It 3T11 Room height 9.3 It heaV000l 9.3 It heat/cool 4Roo m dimensions 1,0 x 294.0 ft 17.5 x 9D ft 5 m areaRooa 294.0 W 157.5 ft2 Ty Constructon U-value Or HTIVI Area (fV Load Area M Load number Btuh/W--F) 13tuh/ft') or perimeter (ft) Bkjh) or perimeter (ft) Btuh) Heat cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 0143 ne 3.40 2.85 0 0 0 0 0 0) 0 0 t 13A-4ocs 4A5-tom 0,550 ne 13,09 22,45 0 0 0 0 0 0) 0 0 4135-2fm 0.540 ne IZ85 24D1 0 0 0 0 0 01 0 0 N 13A-4ocs 0.143 se 3A0 2.8585 0 0 0 0 0 0 0 0 11 4A5-tom 0.540 se 12.85 14.73 0 0 0 0 0 0 0 0 4A5-2om 0.550 se 13.09 2171 0 0 0 0 0 0 0 0 4A5-20m 0.550 as 13.09 13,17 0 0 0 0 0 0 0 0 11DO 0.390 se 9,28 1215 0 0 0 0 0 0 0 0 13A-4ocs 0.143 9N 3A0 2.85 149 149 506 425 84 54 184 154 T- 4AS-tom O 550 Sw 13 09 21,71 0 0 0 0 15 2 191 317 G 4A5-2orn 0.550 13.09 21,71 0 0 0 0 15 2 196 326 13A-4ocs 0143 nw 3.40 2.85 158 94 320 268 0 0 0 0 4A5-2om 0.550 nw 13.09 22A5 0 0 0 0 0 0 0 0 4A5-2omd 0.580 nw 13.80 2724 64 0 883 1743 0 0 0 0 P 12C-09N 0.091 2,17 1,48 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 076 1,75 294 294 224 514 158 158 120 275 F 22A-tprn 1180 28.08 0,00 294 33 927 0 158 9 253 0 6 c) AED excursion 449 200 En\elope loss/gain 2861 3400 944 1272 12 a) Infiltration 397 158 108 43 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 cApplianesb1her 1 900 0 Subtotal (lines 6 tb 13) 3258 4458 1053 1315 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3258 4458 1053 1315 15, Duct loads 180% 2111, 590 929 18%l 21%1 1911 274 1 Total room load 3848 5387 1241L 3 1589 Air required (din} 189 240 61 71719 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed, 2017-Jui-03 15:38:34 vvriight-aoft' Righ,Suill,§) Universal 2017 I70,23 RSU23249 Page 4 HG\Lot225 Margate IIARHG Bedn-n4 opt- S-rup Calc=MJ8 FrontDoorfaces: S wrightsoft, Right-M) Worksheet Entire House One Stop Cooling and Heating Job: Lot 225 Margate 11 A RHG - S Date: 07-03-2017 1% MCILM P n: RHG 7225 Sandsoove Court, Suite 1, Writer Park, FL 32792 Phone (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneStopCooling.corn License: CAC032444 1 Room name 6TH2 V\1C3 2 Dposed wall Oft Oft 3 Room height 9.3 It heatfCool 9.3 ft heat/ bool 4 Room dimensions U x 9.5 ft 4.0 x U ft 5 Room area 57.0 ft' 24,0 ft' Ty Cons" on U-value Or HTM Area (W) Load Area (ft) Load number Btuh/ftl--F) Btu 1W) or perimeter (ft) 3tuh) or perimeter (ft) Btuh) Heat cod Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 13A-4ocs 0.143 ne 3A0 2.85 0 0 0 0 0 0 0 0 4A5- 2om 0,550 ne 13.09 22.45 0 0 0 0 0 0 0 0 4135- 2fm 0,540 ne 12.85 24,01 0 0 0 0 0 0 0 0 VU 13A- 40CS 0.143se 3.40 2.85 0 0 0 0 0 0 0 0 1 4A5-tom 0,540 se 1 2.85 4.73 0 0 0 0 0 0 0 0 1 4A5- 2om 0.550 se 13D9 21,71 0 0 0 0 0 0 0 0 4A5- 20m 0,550 se 13.09 1317 0 0 0 0 0 0 0 0 11DO 0390 se 9.28 12A5 0 0 0 0 0 0 0 0 13A- 4= 0,143 9N 340 2.85 0 0 0 0 0 0 0 0 4A5- 2orn 0.550 siN 13,09 21.71 0 0 0 0 0 0 0 0 4A5- 2om 0.550 SN 13.09 21.71 0 0 0 0 0 0 0 0 13A- 4ocs 0.143 nw 3.40 2,85 0 0 0 0 0 0 0 0 4A5- 2om 0,550 nw 13.09 22A5 0 0 0 0 0 0 0 0 4A5- 2omd 0.580 nw 13.80 27.24 0 0 0 0 0 0 0 0 P 12C-09N 0.091 2.17 1 A8 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.76 135 57 57 43 100 24 24 18 42 F 22A-tpm 1.180 28,08 0.00 57 0 0 0 24 0 0 0 6 c) AED excursion 3 1 Envelope loss/gain 43 96 18 41 12 a) Infiltration 0 0 0 0 ta Roomjentlation 0 0 0 0 13 Internal gains, Oocupants@ 230 0 0 0 0 Applianoeslot 0 1 0her Subtotal ( lines 6 to 13) 43 96 18 411 Less exterrial load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 7 17 0 0 14 Subtotal 51 113 18 41 15, Dudloads 18% 21% 9 24 18% 1 21% 3 8 Total room load 60 137 22 49 Air required (cfnra 3 6 1 1 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoft" 2017-Jul-03 15:38:34 Right - Suite Universal 2017 17o.23 RSU23249 Page 5 HG\ Lot 225 Margate 11 ARHG Bedrm 4 opt - S,rup Qac = MJ8 Front Door faces: S wrightsoft' Right-JO Entire House Worksheet Job: Lot Date: 07-03-2017 MC/LM 225 Margate 11 A RHG S One Stop Cooling and Heating PX n: RHG 7 225 Sandscove Court, Suite 1, Writer Park, FL 32792 Phone. 407) 629 - 6920 Fax: (407) 629 - 9307 Web: ~q0neStopCooling.corn License: CAU32444 1 Room name BED3 KIT 2 Exposed wall I2.5 ft 11.5 ft 3 Room height 93 ft heat/cool 9.3 ft heaV000l 4 Room dimensions 1.0 x 164L0 ft 1.0 x 202.0 It 5 Room area 164L0 fV 202.0 W Ty Consitixton U-value Or HTM Area (ft Load Area (ft) Load number Btuh/W-'F) BtjhV) or perimeter (ft) Btum or perimeter (ft) Btuth Heat cool Gross NP/S Heat Cool Gross N/PS Heat Cool 6 T 13AAccs 0.143 ne 3,40 2.85 116 101 345 289 0 0 0 0 4A5-2om 500.550_G ne 13,09 22.45 15 0 196 337 0 0 0 0 G 4B5-2fin 0.540 ne 12.85 24,01 0 0 0 0 0 0 0 0 13A-4ocs 0143 as 340 2.85 0 0 0 0 0 0 0 0 1 4A5-2om 0.540 se 12,85 14.73 0 0 0 0 0 0 0 0 4A5-2om 0.550 se 13,09 21.71 0 0 0 0 0 0 0 0 4A5-tom 0.550 se 13.09 13.17 0 0 0 0 0 0 0 0 11D0 0390 se 9.28 12.15 0 0 0 0 0 0 0 0 13A4ocs 0.143 sw 3.40 2.85 0 0 0 0 107 107 364 305 4A5-tom 0.550 sw 1109 2131 0 0 0 0 0 0 0 0 4A5-2om 0.550 sw 13,09 21.71 0 0 0 0 0 0 0 0 13A-4ocs 0,143 nw 3A0 2.85 0 0 0 0 0 0 0 0 4A5-tom 0.550 nw, 13,09 22,45 0 0 0 0 0 0 0 0 4A5-2omd 0.580 nw 13.80 27.24 0 0 0 0 0 0 0 0 P 12C-09,v 0.091 2.17 1.48 0 0 0 0 0 0 0 0 C 16B-30ad 0,032 076 1.75 164 164 125 287 202 202 154 353 F 22A-tpm 1,180 28.08 0.00 164 13 351 0 202 12 323 0 6 c) AED excursion 39 63 Envelope loss gain 1017 873 541 596 12 a) Infiltration 151 60 139 55 b) Room ventilation 0 0 0 0 13 Internal gains. Ocaipants@ 230 1 230 0 0 Applianceslather 0 1200 Subtotal (lines 6 to 13) 1167 1163 979 1851 Less external load 0 0 0 0 Lesstransfer 0 0 0 0 Redistributon 9 21 171 166 14 Subtotal 1150 2017 15, Duct loads I 18,11.1 21 °l0 213 247 IN 21% 208 Total room load 1390 1430 1358 442200 2432437 Air required (clm) 68 64 109 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2017-Jul-03 15 38 34 vvrightSloft' Riglit-SuitegUniversal 201717.0.23RSU23249 Page 6 HGlot 225 Margate 11 ARHG Bedryu 4 apt- S.rup Calc = MJ8 Front Door face.s, S wrightsoft, Right- orksheet Job: Lot 225 Margate 11 A RHG S Entire House Date: 07-03-2017 Pan: MCILM One Stop Cooling and Heating RHG 7225 Sandscove Court, Suite 1, Vanter Park, FL 32792 Phone (407) 629 - 6920 Fax (407) 629 - 9307 Web, wmv.OneStopCooling.corn Uranse. CAU32444 I Room name BED2 AC 2 Exposed wall 13r0 ft 0 ft 3 Room height 93 ft heaticool 93 ft heat/cool 4 Room dimensions 1'0 X 164,0 ft 3,5 x 3,5 ft 5 Room area 164,0 ft' 123 It' Ty Cons"on U-value Or HTM Area (ft) Load Area (Iftv) Load number Btuh/ftl-°F) BtuW) or Perimeter (ft) Btuh) or perimeter ft) Btuh) Heat cool Gross NP/S Heat Cool Gross N/P/S Heat Cool 6 13A-flocs t 0,143 rife 3.40 2,85 121 106 360 302 0 0 0 0 4A5-tom 0.550 he 13.09 22.45 15 0 11% 337 0 0 0 0 4135-21im 0.540 he 12,85 24,01 0 0 0 0 0 0 0 0 13A-40cs 0143 se 0 0 0 0 0 0 0 0 1 4A5-tom 0.540 se 13.40 2.85 jZ854,73 0 0 0 0 0 0 0 0 4A5-2om 0,550 as 13.09 21.71 0 0 0 0 0 0 0 0 4A5 2onn 0.550 so 13.09 13,17 0 0 0 0 0 0 0 0 11DO 0.390 se 9,28 1215 0 0 0 0 0 0 0 0 13A-4ocs 0,143 sw 3,40 2,85 0 0 0 0 0 0 0 0 4A5-2om 0,550 SN 13,09 2171 0 0 0 0 0 0 0 0 4A5-2om 0.550 -nr 13.09 21.71 0 0 0 0 0 0 0 0 13A-4ocs 0,143 nw 3,40 2,85 0 0 0 0 0 0 0 0 4A5-tom 0,550 Pw 13,09 22.45 0 0 0 0 0 0 0 0 4A5-2omd 0.580 rry 13,80 27,24 0 0 0 0 0 0 0 0 P 12C-OsN 0.091 2.17 1 A8 135 135 292 199 0 0 0 0 C 16B-30ad 0,032 0.76 1.75 164 164 125 287 12 12 9 21 F 22A-tpm 1180 28.08 0,00 164 13 365 0 12 0 0 0 6 c) AEG excursion 47 1 Emelope [ass/gain 1339 1078 9 21 12 a) Infiltration 157 62 0 0 b) Roam ventlabon 0 0 0 0 13 Internal gains Occupants 0a 230 1 230 0 0 Applianopthey 0 0 Subtotal ( lines 6 to 13) 1495 1371 9 21 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 92 116 9 21 14 Subtotal 1588 1487 0 0 15 Ductea as 1 18%1 21%l 287 3101 181/1.1 211% 1 01 0 J]:' i)r'requirend load Totalroomload cft- n) 18751 179 1 0 c , ft 92 80 0 0 Calculations a raved b ACCA to meet all requirements of Manual J 8th Ed. wrights4o ft- 2017-Jul-03 15,38 34 Right- Surte Unr rsal 2017 I7.023 RSU23249 Page 7 HG\ Lot 225 Margate 11 ARHG Bedrrn 4 opt - S.rup Calc = MJ8 Front Door faces S wrightsok Right -JCS Worksheet Entire House One Stop Cooling and Heating Job: Lot 225 Margate 11 A RHG - S Date: 07-03-2017 MCILM Pan: RHG 7225 Sandscove Court, Suite 1, V\Anter Park, FL 32792 Phone (407) 629 - 6920 Fax: (407) 629 - 9307 VVeb um wOneStopCooling.corn License: CAC032444 1 Room name H 1 PAN 2 Exlaosed wall 0 ft 0 It 3 Room height 93 ft heatbool 93 ft heat W01 4 Room dimensions 1,10 X 453 It 1.0 X 22.0 ft 5 Room area 453 ft 22,0 ft' Ty Construction U-value Or HTM Area (ft) Load Area (tt) Load number EttiNT-T) BtuftT) or perimeter (ft) Btuh) or perimeter gg Btuh) Heat Cod Gross— NP/S Heat cool Gross N/P/S Heat Coal 6 13A4ocs 0,143 he 3,40 2.85 0 0 0 0 0 0 0 0 4A5-2citt 0,550 ne 13.09 22.45 0 0 0 0 0 0 0 0 4B5-2ftn 0.540 ne 12.85 24,01 0 0 0 0 0 0 0 0 13A4o, cs 0143 se 3.40 2.85 0 0 0 0 0 0 0 0 1 1 4A5-tom 0.540 se 12.85 1 4.73 0 0 0 0 0 0 0 0 4A5- torn 0,550 se 13.09 2171 0 0 0 0 0 0 0 0 4A5- tom 0.550 as 13.09 13.17 0 0 0 0 0 0 0 0 11DO 0390 se 9.28 1215 0 0 0 0 0 0 0 0 13A-4ocs 0,143 9N 3,40 2.85 0 0 0 0 0 0 0 0 4A5-2om 0,550 sw 13,09 2131 0 0 0 0 0 0 0 0 4A5-2om 0.550 9N 13.09 2111 0 0 0 0 0 0 0 0 13A-4= 0143 nw 3A0 2.85 0 0 0 0 0 0 0 0 4A5-2om 0550 nw 13.09 22.45 0 0 0 0 0 0 0 0 4A5-2omd 0.580 nw 13,80 2724 0 0 0 0 0 0 0 0 P 12C- 0 0D91 2.17 1.48 0 0 0 0 0 0 0 0 c 16B- 30ad 0.032 0,76 1.75 45 45 34 79 22 22 17 38 F 22A- tpm 1,180 28,08 0.00 45 0 0 0 22 0 0 0 6 c) AED excursion 3 1 Envelope loss/ gain 34 77 17 37 12 a) Infiltration 0 0 0 0 b) Roam ventilation 0 0 0 0 13 Internal gains: Oixupants @ 230 0 0 0 0 Appliances/biber 1 0 1 0 Subtotal (lines 6 to 13) 34 77 17 37 Less external load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 34 77 364 307 14 Subtotal 0 0 381 345 15 Dud loads 18% 21% 0 0 18% 21%l 691 72 1 Total room load 0 0 450 41]6 Air required ( drm Cl L225220 19 19 Calculations approved ACCA to meet all requirements of Manual J 8th Ed. 2017 Jul-03 15 38 34 Rrgfu-Suited Universal 2017 17.0.23 RSU23249 Page 8 HG\Lot225 Margate. 11 ARHG Bedrrn4 opt- S,rup Calc=MJ8 Front poor faces: S wrightsoft Right-,109) or sheet Job: Lot 225 Margate 11 A RHG - S Entire House Date: 07-03-2017 B M0JLM One Stop Cooling and PraHeating n: RHG 7225 Sandsco\A- Court, Suite 1, Vvinter Park, Fl- 32792 Phone: (407) 629 - 6920 Fax (407) 629 - 9307 Web wmmOneStopCooling,corn License: CAC032444 1 Room name 2 Exposed wall 3 Room freight 4 Roorridinnensions 5 Room area Ty Con-structInumber 6 13A-4ocs 0,143 ne 4A5-tom 0.550 ne 485-21m 0,540 ne 13A-4ccs 0,143 se 1 4A5-2om 0540 se 4A5-2om 0.550 se 4A5-2om 0.550 se 11DO 0,390 se 13A-4ocs 0-143 9N 4AS-tom 0.550 sou 4A5-tam 0.550 SW 13A4ocs 0.143 nw 4A5-2om 0.550 nw 4A5-2ornd 0,580 nw P 12C-O!)N 0.091 C 16B-30ad 0.032 F 22A-tprn 1.1801 6 c) AED excirson Envelope lossrgain 12 a) Infiltraton b) Roorriventlation 13 Internal gains; Oczupants@ Applianoe—soother Subtotal (lines 6 to 13) Less external load Lesstranster Redistribution 14 Subtotal 15 Ductloads Total roam load Air required (cfrn) HTM 13tulvit') DROP Oft 9.3 If heaVocol 1'0 x 363 ft 36,3 ft' 100.8 Area dt' Load or penrneler (Btuh) FOY 6.5 ft 9.3 ft heat/oDol 1.0 x 100.8 ft ft2 Area (ft) Load or perimeter gig (Btuh) Heat cool Gross N/P/S Heat cool Gross N/P/S Heat Cool 3.40 2.85 0 0 0 0 0 0 0 0 13.09 22A5 0 0 0 0 0 0 0 0 12.85 24,01 0 0 0 0 0 0 0 0 3,40 2.85 0 0 0 0 60 27 92 77 12,85 14.73 0 0 0 0 9 9 120 138 13.09 21.71 0 0 0 0 0 0 0 0 13.09 13.17 0 0 0 0 0 0 0 0 9.28 12.15 0 0 0 0 24 24 223 292 3A0 2.85 0 0 0 0 0 0 0 0 13,09 21.71 0 0 0 0 0 0 0 0 1109 2111 0 0 0 0 0 0 0 0 3A0 2.85 0 0 0 0 0 0 0 0 13.09 22.45 0 0 0 0 0 0 0 0 13.80 27.24 0 0 0 0 0 0 0 0 2.17 1.48 37 37 81 55 98 98 211 144 076 1.75 36 36 28 63 101 101 77 176 28.08 0,00 36 0 0 0 101 7 183 0 4 28 108 115 906 799 0 0 78 31 0 0 0 0 230 0 0 0 0 0 0 108 115 984 830 0 0 0 0 0 0 0 0 108 115 984 830 0 0 0 0 18% 21% 0 0 18%1 21% 0 0 0 1 0 1 0 0 0 0 1- 0 0 Calculations th Ed. wriqhtSq:>ft.... 2017-Jul-03 15 38,34 R,gh,S,,,,v,',', Universal 2017 17.0.23 RSU23249 AC Page 9 HG\Lot 225 Margate 11 ARHG Bedrrn 4 opt - S.rup Calc = MJ8 Front Door faces. S wrightsoft, Right-J@ Worksheet Job: Lot 225 Margate 11 A RHG S Entire House Date: 07-03-2017 MCILM One Stop Cooling and Heating X n: RHG 7225 Sandsoove Court, Suite 1, Writer Park, FL 32792 Phone. (4071 629 - 6920 Fax (407) 629 - 9307 Vv--b ~vOneStopCooling.corn License CAC032444 1 Room name BEDRM4 LAU N 2 Exposedwall 31.0 ft 0 ft 3 Room height 9.3 It heat/boal 93 ft heat/cool 4 Room dimensions 14.5 x 11,5 ft 6.0 x 6.O ft 5 Room area 166,8 ft 2 36.0 ft' Ty Conshiction Li -value Or HTM Area (ft" Load Area gi?) Load number BtLjW-'F) (Btuh/fl or benryieter (ft) Btuh) or perimeter ft) Btuh) Heat Cool Gross N/P,',) Heat Cool Gross N/PS Heat cool 6 13A-4ocs 0143 ne 3.40 Z85 47 47 158 133 0 0 0 0 4A,5-tom 0.550 ne 13,09 22A5 0 0 0 0 0 0 0 0 4135-26n 0.540 ne 12,85 24,01 0 0 0 0 0 0 0 0 13A-4ocs 0143 se 3,40 2,85 135 105 357 299 0 0 0 0 1 1 4A-5-2om 1C540 ,;a Z1 85473 0 0 0 0 0 0 0 0 4A5- 2om 0.550 se 13.09 2171 15 2 196 326 0 0 0 0 4A5- tom O.550 se 13,09 13,17 15 15 196 198 0 0 0 0 11DO 0,390 se 9.28 12,15 0 0 0 0 0 0 0 0 13A- flocs 0143 tw 340 2.85 107 107 3654 305 0 0 0 0 4A5- tom 0.550 sw 13.09 21.71 0 0 0 0 0 0 0 0 4A5- 2orn 0,550 SN 13,09 21.71 0 0 0 0 0 0 0 0 13A- 4= 0143 nw 3.40 2.85 0 0 0 0 0 0 0 0 4A5- 2orn 0,550 nw 13.09 2245 0 0 0 0 0 0 0 0 4A5- 2omd 0.580 nw 13,80 27.24 0 0 0 0 0 0 0 0 P 120-0%N 0,091 - 2,17 1A8 0 0 0 0 0 0 0 0 C 1613-30ad 0,032 - 0,76 1,75 167 167 127 292 36 36 27 63 F 22A-tom 1,180 - 28.08 0.00 167 31 871 0 36 0 0 0 6 c) AED exmrson 22 18 Envelope lossigain 2269 1530 27 44 12 a) Infiltration 373 149 0 0 b) Room ventilation 0 0 0 0 13 Internal gains, Occupants @ 230 1 230 0 0 Appliancesiother 0 500 Subtotal ( lines 6 to 13) 2643 1909 27 544 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 364 3Q7 128 108 14 Subtotal 3007 22,16 155 652 15 Ductloads 18% 21% 544 462 18% 211% 28 136 To al rcxam land 3552 2678 183 788 174 119 9 35 Calculabons approved NACCA tee meet aIIII_requirements of Manual J 8th Ed, 2017- Jul-03 1538,34 vvright Soft' R,ghISu,Ie0, Universal 201717.0,23RSU23249 Page 10 HG\ Lot 225 Margate 11 ARHG Bedrm 4 opt- S.rup Calc = MJ8 Front Doorfaces: S wrightsoft, Right-JO Entire One Stop House Worksheet Cooling and Heating Job: Lot Date: 07-03-2017 MULM Pan: RHG 225 Margate 11 A RHG S 7225 Sandsoove Court, Suite 1 VNAnter Park, FL 32792 Phone 407) 629 - 6920 Fax (407) 629 - 9307 Wati, wwwOtieStopCooliiig.com License CAC032444 1 Room name VAC 2 Exposed wall 6.0 ft 3 Room height 9.3 ft heat/cool 4 5 Room Room dimensions area 5.0 30.0 ft, x 6,0 ft Ty Con on U-value Or HTM Area M Load Area Load number Btuh)t'-"F) Btuh)W) or perimeter (ft) Btuh) or penmeter Heat cool Gross NiP/S Heat Coal Gross N/P/S Heat Cool 6 t 13A-4ocs 0,143 ne 3,40 2,85 0 0 0 0 4A5-tom 0.550 ne 1109 22,45 0 0 0 0 4B5-2ftn 0.540 he 12,85 24,01 0 0 0 0 V 13A-4ocs 0143 se 3.40 2,85 0 0 0 0 4A5-2om 0.540 se 1 85 4.73Z10 0 0 0 4A5- torn 0.550 se 13.09 21,71 0 0 0 0 4A5- 2onn 0.550 se 13,09 13.17 0 0 0 0 11DO 0.390 se 9.28 1215 0 0 0 0 13A- 4ocs 0,143 sw 140 2.85 56 56 190 159 4A5- tam 0-550 sw 13,09 21-71 0 0 0 0 4A5- 2orn 0,550 sw 13D9 21.71 0 0 0 0 13A- 4ocs 0143 nw 3.40 2.85 0 0 0 0 4A5- 2om 0.550 nw 13.09 22A5 0 0 0 0 4A5- 2omd 0,580 nw 13,80 2724 0 0 0 0 P 12C-Ow 0,091 Z17 148 0 0 0 0 C 16B-30ad 0,032 0.76 1,75 30 30 23 52 F 22A-Qom 1.180 28,08 0.00 30 6 169 0 6 c)AED excurejon 8 Envelope IoWgarn 381 204 12 a) Infiltration 72 29 b) Room w.nblaton 0 0 13 Internal gains, 0ooupants, @ 230 0 0 Appliances/ other 0 Subtotal ( lines 6 to 13) 454 233 Less extemal load 0 0 Lesstransfer 0 0 Redistribution 0 0 14 Subtotal 454 233 15 Duct loads 18% 21% 82 48 Total room load 536 281 Air required(elm) 26 13 Calm th Ed, vvrihghtS<) i`ft" Rig ht-,Sue(P rtUnrrsa1201717,0.23RSU23249 2017-Jul- 03 15 38 34 HG\L- not225 Margate 11ARHGBedn4opt- S.rup Calc=MJ8 FrontDoorfaces S Page 11 Duct System Summary Job: Lot 225 Margate 11 ARHG -S wrightsoft, Data: 07-03-2017 Entire use By: MCILM One Stop Cooling and Heating Plan: RHG 7225 Sandscove Court, Suite 1, VsInter Park, FL 32792 Phone (407) 629 - 6920 Fax, (407) 629 - 9307 VQeb wmmOneStopCoohng.corn License CAC032444 For: Park Square Homes 2636 Flycatcher Way Sanford, FL Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.16 in H2O 016 in H2O Available static pressure 0.34 in H2O 0.34 in H2O Supply return available pressure 0,170 / 0.170 in H2O U 70 / 0,170 in H2O Lowest fri cti on rate 0213 1 n/1 00ft 0.213 in/100ft Actual airflow 953 cftn 953 cfm Total effective length (TEL) 160 ft Design Htg Cla Design Diam H x W Duct Actual Ftg.Eqv Name Btuh) (clm) Cfm) FIR in) in) Mat Ln (ft) Ln (ft) Trunk BED2 h 1875 92 80 0.282 6.0 ox 0 VlFx 15.5 105,0 sti BED3 h 1390 68 64 0,298 6.0 ox 0 VlFx 14,2 100.0 sti BEDRM4 h 3552 174 119 0,313 7.0 ox 0 VlFx 23,6 85.0 8TH2 c 137 3 6 OA08 4.0 ox 0 VlFx 8.4 75.0 CAFE c 1589 61 71 0,385 5.0 ox 0 VlFx 182 70.0 FAM c 5387 189 240 0.345 8.0 ox 0 VlFx 23.5 75.0 KIT G 2437 67 109 0,420 6.0 ox 0 VlFx 11.0 70.0 FAUN c 788 9 35 0342 4.0 ox 0 VlFx 19.5 80.0 MBED c 2908 125 130 0.233 7.0 ox 0 VlFx 31.0 115.0 st2 MBTF1 h 912 45 30 0.220 4.O ox 0 VlFx 29.7 125.0 st2 MM h 314 15 7 0.225 4,O ox 0 V]Fx 30.9 120,0 s12 MVMC1 h 1094 54 24 0213 4.0 ox 0 VlFx 34,8 125.0 st2 MV\AC2 c 107 2 5 0231 4.0 ox 0 VlFx 32.3 115.0 st2 PAN h 450 22 19 0407 4.0 ox 0 VlFx 116 70.0 V\AG h 536 26 13 0.306 4.0 Ox 0 VlFx 26.1 85,0 VMC3 I c 49, 1 2 0.288 4.0 ox 0 VlFx 18.3 100.0 sti Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) al'i'm FR fpm) in) in) Material Trunk st2 Pea1kAVF 242 196 0213 547 9.0 0 X 0 VinlFlx SO sti PeakAVF 403 342 0.213 738 10.0 0 X 0 VinlFlx Bold1fialk values have been fnanuallyoverridden 2017-Jul-03 15,38,35 19 + wrightSOft' Right-S iiteT,,)Unive.rsal2Ol7l7,0,23RSU23249 Pa 1 Ag C, ., FIG Lot 221, Margate 11 ARHG Bedrm 4 opt - S,rup Calc MJ8 Front Door faces S Grille Htg Cig TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) (Gfm) Cfm) ft) FR fpm) in) in) Opening (in) Mat Trunk rb2 Ox 0 953 953 0 0 0 0 Ox 0 VlFx wrightSOft' R,ght-Su,1,-,')Ufiiversal2Ol7l7.0.23RSU23249 A--Ck J IG\L.t22,, Margate IIARHG Bedrrn4 opt- Snip (,alc=MJ8 Front Door fads. S 2017-Jul-03 15,38 35 Static Pressure and Friction Rate Job: Lot225 Margate 11 ARFIG-S 1 wrightsoft Date: 07-03-2017 Entire House By. MOLM One Stop Cooling and Heating Plan: RHG 7225 Sandsoove Court, Suite 1, Wnter Park, FL 32792 Phone: (407) 629 - 6920 Fax (407) 629 - 9307 Web: mm.OneStopCoohng.coni License: CAC032444 mmomolill INIIIIIIIIIIIII For: Park Square Homes 2636 Flycatcher Way, Sanford, FL Heating Cooling in H20) in H20) External static pressure OLO 0.50 Pressure losses Coil 0 0 Heat exchanger 0 0 Supply diffusers 0,03 0.03 Retum grilles 0.03 0.03 Filter 0,10 010 Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available static pressure 0,34 0,34 Supply Return ft) ft) Measured length of run -out 9 0 Measured length of trunk 25 0 Equivalent length of fittings 125 0 Total length 160 0 Total effective length 160 Heating Cooling i n/1 00ft) i n/1 00ft) Supply Ducts 0,213 > 0.18 0213 > 0,18 Return Ducts 0.213 >018 0.213 >U8 Supply 4X=35, 11A=20, 11G=5, 11G=5, 11A=20, 1A=35, 11G=5: TotalEL=125 Return Tot@IEL=O 2017-Jul-03 15 38,35 wrightSOftRight-SLjiteCkUniversal 201717.0.23RSU23249 Page 1 ACCk HG\ Lot225 Margate 11 ARFiG Bedrm4 opt- S.rup (;alc=MJ8 Front Door faces:S FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 225 Margate 11 A RHG Bedrm 4 opt - S Builder Name: One Stop Cooling and Heating Street: 2636 Flycatcher Way Permit Office: SEMINOLE City, State, Zip: Sanford , FL , Permit Number: Owner: Park Square Homes Jurisdiction: 691500 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/doorjambs and framing and skylights and framing shall be sealed. Rimoists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside of and cantilevered floors) 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 FIVAC 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 qasketed doors 7/3/2017 3:48 PM EnergyGauge@ USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 Level 1 3cl, MWIC1 8x4 54 cin, 8x4 15 dm t MBED 4' laze 6 EPI 130an 7.: 8x4 e 4 ' 45c1Yn FAM' sxs6 F 4, .. EF1 VTR a 5fi 8A; 10X10 1 w 14 " tviW K:2 METH 2E40 c m L 8x4 1Ox6 . 7GxT6 2cfm 68ctm m g.: 8" BTH2 EF1 W 4 BEQ3 CAFE tOx±Q 6 1Q 6e. EF1 = 50 CFM Fan EF2 = 80 CFM Fan EF3 =110 CFM Fan EFLt =50 CFM Fan EFL2 = 80 CFM Fan EFL3 = 110 CFM Fan VTR Ventto Roof VTW = Ventta Wall DV = Dryer Vent RV = Range Vent bnesetChase Condensate Thermostat 18,8 SRB Small Reduction Box LRB - barge Reduction Box EBB = Feld Built Box 9 CITY OF SANFORD BUILDING & FIRE PREVENTION E), 1,77',, 1 UP . ........ PERMIT APPLICATIONOr 13Ci Application No: Documented Construction Value: ,$ Job Address: 2636 Flycatcher Way, Sanford 32771 (Lot 225) Historic District: Yes F-1 No El Parcel ID: Parent 17203150100000010 Residential R Commercial El Type of Work: New E Addition El AfterationEl RepairEl Demo El Change of Use D Move El Description of Work: Construction of new Plan Review, Contact Person: Michelle Parkison Email: mparkison@parks _quarehomescom Property Owner Information Name Park Square Enterprises LLC Phone: 407-529-3000 Street: 5200 Vineland Rd Suite 200 City, State Zip: Orlando, FL 32811 Resident of property? : No Contractor Information Name Park Square Homes/ Vishaal Gupta Phone: 407-529-3000 Street: 5200 Vineland Rd Suite 200 City, State Zip: Orlando, FL 32811 Fax: 407- 529-3001 State License No.: CRC1330351 Arch, MJS Home Designs Architect/Engineer Information Arch. 407- 629-6711 Name: Eng- 1 Don Bolden Eng. Phone: Eng. 386-668-7606 Street: Arch,/ 250 N. Wymore Rd. Suite B Winter Park FL 32789 Eng./_PQ Box 530783y _Debar FL 32753Fax. Bonding Company: 01111MIM Mortgage Lender: WARNING TO ONVNEW YOUR FAILURETO RECORD A NOTICE OF COMMENCEMENT MAYRESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE 30B 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 lavNs 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. I-'B(' 105.3 Shall be inscribed with the date of application and the code in effect as of that claw 51" Eldition (2014) Florida Building Code Revised June 30, 201 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 eater manauement districts, state a-encies, or federal aacricies. 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 reviev, fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charoe and will be considered the estimated construction value of thejob at the time Of Submittal. z:11 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. 7 Sienature o f0wier'Aacra S ignaftlrk- Cont ractortractor'Ag iofCon act V LVq 4,4 C Print Contractor gen i'sI'm )\vnc 1.' ALent's o Stgm -ure ofNotary State Stgnatuk, of'Notar\ -State ofk" LL22i Owner/Agent is Personally Known to Me or Produced ID Type of ID Date rJ MICHELLE PARKISON My COMMISSION# FF 063452 EXPIRES: October 30, 2017 8011dod Thru NotarY Public Und"ritors Contractor/Agent is _ Personally Known to Me or Produced ID -Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical M Mechanical N Plumbing[k] Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: L75_ # of Stories: Fire Sprinkler Permit: Yes [] No Z 9 of Heads APPROVALS: ZONING: UTILITl E S: ENGINEERFING: V`,'-C- FIRE: COMMENTS: Ok to construct single family home with setbacks and impervious area shown on plan. ( V Plumbing - # of Fixtures Fire Alarm Permit: YesE] Nop WASTE WATER: BUILDING: C _ EJ-L3 k-7— Revised June 30-2015 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION 0VE PERMIT APPLICATION r Application No: 4r6 _zl BY:__--D—ocumented Construction Value: S 125,625.00 Job Address: 2636 Flycatcher Way, Sanford 32771 (Lot 225) Historic District: Yes D No D Parcel ID: Parent 17203150100000010 Residential N CommercialEl Type of Work: New 0 Addition 11 Alteration 11 Repair E1 DemoEl Change of Ilse El MoveEl Description of Work: Construction of new sincile family residence Plan Review Contact Pei -son: Michelle Parkison Phone: 407-529-3135 Fax: Title: Permitting Manager Email: mparkison@parks uarehomescom Property Owner Information Name Park Square Enterprises LLC Phone: 407-529-3000 Resident of property? : No City, State Zip: Orlando, FL 32811 Contractor Information Name Park Square Homes/ Vishaal Gupta Phone: 407-529-3000 MEMMKI MEMNazza =1 State License No.: CRC1330351 Arch. / MJS Home Designs Arch itectlEng i nee r Information Arch, 407-629-6711 Name: Eng. / Don Bolden Eng. Phone: Eng. 386-668-7606 Arch./ 250 N. V\Iymore Rd. Suite B winter Park FL 32789 Street: En ./ PO Box530783 Debary FL 32753 Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION, IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5111 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 requ irements 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® 67 Signature of Owner/Agent Date Sign tuVofContractor/ Ag Date A Print Owner/Agent's me Print Contractor/Agent's le Sign ore of Notary -Stake Da e Signatu of Notary -State of MICHELLE PARKISON NMy COMMISSION# FF063452 63452ad EXPIRES; Qctob®r 34, EXPIRES: October 30, 2017 017M 80t1dirdThrU NataryyPahiin tin mrftorp erwritors Owner/ Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building [] ElectricalE] Mechanical [] Plumbing[] Gas[] Roof[] Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: H of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: YesF1 NoEl # of Heads APPROVALS: ZONING: ENGINEERING: 30offfinimm Fire Alarm Permit: Yes [] No 0 UTILITIES. -2-/ WASTEWATER: FIRE: BUILDING: Revised: June 30, 2015 Permit Application Flood Zone Determination Request Form Name: Michelle Parkison Firm: Park Square Homes Address: 5200 Vineland Road, Suite 200 City: Orlando State: FL Zip Code: 32811 Phone: 407-529-3135 Fax: Email: mparkisonCa)parksquarehomes.com Property Address: 2636 Flycatcher Way Property Owner: Park Square Enterprises, LLC Parcel identification Number: 17-20-31-502-0000-2250 Phone Number: 407-529-3000 Email: fhe -reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BIFE (Ordinance 4360) Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 1202940090F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: El The parcel is in the: El floodplain Ofloodway A portion of the parcel is in the:E] floodplain El floodway The parcel is not in the: [K floodplain E] floodway El The structure is in the: 0 floodplain El floodway El The structure is not in the: E] floodplain E] floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: BP# 17-2388 Reviewed by: Michael Cash, CFM Date: August 9, 2017 1877— www.santordfl.gov Application for Paved Driveway, Sidewalk or Walkway Including Right -of -Way Use & Landscaping in Right -of -Way Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone: 407.688,5140 Fax: 407.688,5141 This permit authorizes work to be done on the subject property or in the City of Sanford s right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other jurisdiction s right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the Krio. hays below. size and location of the existing right—of-way and use shall be provided or application could be delayed. Call before you 4itr 77 1. Project Location/Address 11 2. Proposed Activity: 19 Driveway Walkway OtherE] 3, Schedule of Work: Start Date Completion Date El Emergency Repairs 4, Brief Description of Work: Construction of new driveway for new single family residence This application is submitted by: Y' Property Owner Signature: Print Name: Vishaal Gupta 20rlando, Address: Rd S it FL 3281175200:V:j*neland Phone: (407) 529-3135 Fax: Email: "'parkison@parkscluarehomescom Date: T770— P/ 77 Maintenance Res ponsibi litiestl indemnification The Requestor. and his successors and assigns. shall be responsible for perpetual rnaintenanceofthe improvement installed under this Agreement This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto Requester may, with written City authorization remove said installation/improvement fully restoring the right-of-way to its previous condition In the event that any future construction of roadways utilities, storrnwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition. the City shall, after appropriate notice restore the area to its previous condition at the Requester's expense and, if necessary, file alien on the Requester's property to recover costs of restoration To the fullest extent permitted by law, Requester agrees to defend. indemnify, and hold harmless the City. its councilipersons, agents, servants, or employ- ees (appointed, elected. or hired) from and against any and all liabilities, claims, penalties, demands. suits, judgments losses, expenses, damages (direct, indirect or consequential) or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorneys fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. I have re7a riders a d the above statement and by signing this application I agree to its terms. b Zau, I I 1 1p, Signature: Date: 71 This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours in advance to schedule a pre -pour inspection. Pre -pour Inspection by: Date: Official Use Only Application No Fee: Date: Reviewed: Public Works Date: Utilities Date Approved: Engineering Date: Site Inspected by: Date: Special Permit Conditions: Novernoe, 2015 RON use Driveay pcif CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Applicaar tion No: Documented Construction Value: S Historic District: Yes D No IJ Job Address: Residential E] Commercial Parcel ID: El moveD Type of Work: Ncw Addition 0 Alteration Repair D Demo El Change of Use Description of Work: Plan Review Contact Person: Fax: —Email: Property Owner Information EM Name Phone: Resident of property? Street: city, State Zip: Contractor Information Phone: qw-340-i Name Street: D-)3j Fax: f2 State License No.: City, State zip:'I'MDa Architect/Engineer Information Phone: Name: Fax: Z Street'. E-mail: City, St, Zip: mortgage fender: Bon -ding Company: Address: Address: 0 RECORD A NOTICE OF COMMENCEMET-NfXY RESULT IN YOURWARNINGTOOWNER: YOUR FAILURE I A NOTICE OF COMMENCEMENT MUST BE PAYING TWICE FOR IMPROWEMENTS TO YOUR PROPERTY. FIRST INSPECTION. 1j,'YOU INTEND TO OBTAIN RECORDED AND POSTED ON THE JOB SITE BE, TOW' THE FIR BEFORE RECORDING YOUR NOTICE OF FINANCING, CONSULT WITH YOU LENDER 01-1 AN ATTORNEY COMMENCEMENT, do the work and installations as indicated. I certify that no work or installation hasApplicationisherebymadetoobtainapermittostructiondthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconcommencedpriortotheissuanceofapermitanmustbesecoredforelectricalwork, plumbing, signs, wails, goals, in this jurisdiction. I understand that a separate pernlitJ furnaces, boilers. heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed Nvith the (late of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Pen -nit Application Revised: Rine 30, 2015 INOVICE: *In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may beitsrequiredfromothergoverninentalentitiessuchaswaterfoundinthepublicrecordsofthiscounty, and there may be additional permits 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 payrnent of a plan review fee at the time of permit submittal. A copy of the executed contract is requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. the current ICC Valuation Table in effect at the time the permit is issued, inTheactualconstructionvaluewillbefiguredbasedon 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. 7Z -7 7 Signature of-otu wner/ Agent Date gnare of ontractor Agent Date print contractor/Agent's Name Print owner/Agent's Name y P SignatureofNot'ary- '4( -- Fat 4-2hd- state offlorida I MateDate 'Ieresa Maria Donahue Signature or ota of A - COMMISSION iFF916778 7 [ XpIRES october23,2019 WWW. AARoNNoTARY.COM Contractor/ Agent is (Personally Known tP,'Me or Owner/ Agent is Personally Known to Me or -V Produced ID --'rype of ID Produced ID -,-- J;Y BELOW IS FOR OFFICE USE ONLY Permits Required Construction Type: BuildingF] Electrical El Mechanical El Plumbing[] Occupancy Use: Gas[] Roorl] Flood Zone: — Total Sq Ft of Bldg:— Mill, Occupancy Load: 4 of Stories: New Construction: Electric - 4 of Amps Plu to bing - # of F ixtu res Fire Sprinkler Permit: Yes[] No El 4 of Heads Fire Alarm Permit: YesE] No[] APPROVALS: ZONING: ENGINEERING: COMiMENTS: UTILITIES: WASTE WATER: BUILDING: Permit Application P, eViSed, June 30, 2015 PROPERTY OlffNER QK-jjl:AGENT: PAM SQUAR' 110MES sApjm: 5200 VIA* RDE - CITY: ORLANDO STATE; FL, AGRE EMENT 4, Q,j 1-),-M D A i 1612112TI 7 PYNRES) E14ARVt S poct muNT: ELECTRICAL, CONTRACT REVISED 5pr,c: LEVEL I — WITH CFI., BULBS EuL. GAS/ELECTRIC mAR : ORLANDO CITY,.: SANFORD WYNDHAM SERVICE — ICE PLAN SIZE, PRESERVE SCE FT A/C SYSTEM PRICE BARCELONA 200A 2392 10AW HEAT 240V, 60A 6,663.00 5-TON A C 240V,50A CARNIVAL 200A 2402 10-kW HEAT 240V, 60A 6,66/.00 5-TON AC 240V, 50A 10AW HEAT 240V, 60A CYPRESS 200A 3449 8,477.00 5-TON AC 240V, 50A GLASTONBURY 200A 2798 10AW HEAT 240V, 60A 6,992.00 5-TON AC 240V, 50A MADRONA 200A 2091 8-kW HEAT 240V, 50A 5,740.00 4-TON AC 240V, 40A 8-kW HEAT 240V, 50A MARGATE 11 200A 1966 5,455.00 4-TON AC 240V, 40A MELBOURNE 200A 2107 8-kW HEAT 240V, 50A 5,701,00 4-TON AC 240V, 40A 5-kW HEAT 240V, 35A MILAN 200A 1349 4,279.00 3-TON AC 240V, 30A PEMBROOKE 200A 2570 10-kW HEAT 240V, 60A 6,28LO0 5-TON AC 240V, 50A 10-kW HEAT 240V, 60A PENNSACOLA 200A 2570 6,616,00 5-TON AC 240V, 50A CONTRACTOR/OWNER: DATE: DATE: 7 EDMONSON ELECTRIC: Z-- 1034 Skipper Road . * Tampa, - -i 7 61/ii---t-Phone:(813)910-3403 @'Fax:(813)91 0-8546 www.EdmonsonEl(,ctric.com FLOKIDA LICENSE 1',CU005408 UNIVERSAL UESProjectNo: 0110A700817.0000 Workorder No: 9332953-1 7 onsu itam, ts In. Geotedlnic')[ Lm'j I nee[ing - Envirom-1111,11 "'(w11C(-' Geophywa I Sorviws - COMStW(tion I! Iq - I h twhold I w, pecW)'I Bwldtr,cJ klsj)ecNW - Plt111 k(WWO/ - FiLdIdIM0 od,, Admm11'lhon il - 35S 3532 Maggie Blvd, Orlando, 32811 - P: 407.423.0504 - F; 4074213106 in- Placq DensiW Test Re ort Client: UES Technician: Markus Jones 5200 Vineland Road, Suite 200 Date Tested- 10/10/2017 Orlando, FL 32811 Area Tested: Residential House Pad Lot 25(2636 Fivcat& imsf-IRSA: Material: Native Field: AST M D-2937 Drive Cylinder Method Reference Datum: 0 = Bottom of Footing Laboratory: ASTM D1557 Modified Proctor The tests below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density. Test YlaximumDptimum Field Dry Field Soil Native D epth Pass No. Location of Test Range Density Pcf) Moisture W Density Pc Moisture W Compaction W inch) or Fail 1 North Footer 0-1 ft 106,8 10.6 10&8 10.7 102 N/A Pas: 2 East Footer 1-2 ft 106,8 10.6 105.2 7,9 99 N/A Pas: 3 South Footer 1-2 ft 106,8 10,6 104.1 9A 97 N/A Pasi 4 North Side of Pad(TOF) 1-2 ft 106,8 10.6 108.2 6.5 101 N/A Pas! 5 South Side of Pad(TOF) 2-3 it 106.8 10.6 107.6 91 101 N/A Pas, 044 0 1 0<) UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering - Environmental Sciences Geophysical Services - Materials Testing - Threshold Inspection Building CodeAdministration, Compliance Inspection &Plan Review 3532 Maggie Blvd, Orlando, FL 32811 -P:407A210504 - F: 407A23.3106 TE' S r—roj-e--cTrl-o-77f-R7-i7-0-0)777.777M Workorder No: 9332953-1 Report Date: 10/10/2017 1- 7 Client: Park Square Homes UES Technician Markus Jones 5200 Vineland Road Suite 200 Date Tested 10/1012017 Orlando, FL 32811 Project: Wyndham Preserve. House Lot Testing East Lake Mary Boulevard & Brisson Avenue South, Sanford, Seminole County, FL 32773 Typeqf--Tqst; Area Tested: Residential House Pad L t 225(2636 Flycatcher way) ,at Field: ASTM D-2937 Drive Cylinder Method Material: Native Laboratory: ASTM D1557 Modified Proctor Reference Datum: 0 = Bottom of Footing Hand A —General Description of Soils Encountered, LAM9-er Bore: s- qEft— — Location ofAugerBorings: Center of Lot 0-2 If dark brown sands; 2-3 ft dark brown and grey sands; 3-5 ft Was Building Pad Staked: N grey and black sands/ watertable Depth of Waterable Below Grade: 5.00 Borings Terminated 2 Feet into Native Ground? N Number of Locations: 1. Depth of Each Boring: 5.00 Unsuitable Soils: LA b o ratp r)t T Results: Unsuitable -- -------- - ---------- Were unsuitable soilsencountered: N Samples Obtained: N Organic Content; N/A Moisture Content: N/A Should Material be Removed: N/A 003393nm The tests below meet the 95% minimum compaction requirement. Test No. Location of Test Range Maximum Density Pcf) Optimum Moisture Field Cry Field Density Moisture pcf) (%) Soil Compaction t®} Pass or Fail 1 North Footer 0- 1 ft 106.8 10.6 108.8 10.7 102 Pass 2 East Footer 1- 2 ft 106.8 10.6 105.2 7.9 99 Pass 3 South Footor 1- 2 ft 106.8 10.6 104.1 9.4 97 Pass 4 North Side of Pad(TOF) 1-2 ft 106.8 10.6 108.2 8.5 101 Pass 5 South Side of Pad(TOF) 2-3 ft 106.8 10.6 1 107.6 1 9.1 1 101 1 Pass I To establish a mutual protection to Universal's clients, the Public and ourselves, all reports are submitted as confidential property of our clients and authorization for publication of statements, conclusions or extracts from or regarding Universals reports is reserved pending our written approval. Page 1 d3 DESCRIPTION AS FURNISHED, Lot 225, WYNDHAM PRESERVE, os recorded ITT Plot Book 81, Pages 93 1hrooTyh 102 of the Public Records of Seminole County, Florida, IDLOT PLAN FOR/CERTHPIED TCI1 Park Squme Enterprises, LLC (a Delaware Corporation), Winderweedle, Haines, Word & Woodman, PA, Attorneys' Title Insurance Fund; Bank of America LOT 222 LOT 223 N 89'43'03 E 6Z'. 00' 24,80' 24,80 LOT 225 Zram. 2Z 7o 11,00' 17.3' FORMSOARD FOUNDATION LOT 226 TOFF TOP OF FORM C, FORM AVERAGE-26.32 LOT 224 CyT, 11.00' 25,20' 25,20, 10' UTIL' ESMT 53 14' AT 8943'03 " E 62, 00' SETBACKS AS FURNISHED FRONTBEAR 20 SIDE i' (40' "On 7 '5' (60, LOT) 10 (75' LOT) FL r(IA 77CII-El V? ffA Y SIDE STREET - 25` 60' & 75' LOT) (.PRIVATE ROAD)UMD)TH 50.0') 15, (40, LOT) 25' FRONT SE-MACK CAN BE REDUCED To 20' ON CERTAIN LOTS. NO MORE THAN PLOT PLAN AREA CALCULATIONS 2) IN SUCCESSION AT CO, AND A MINIMUM OF (2) IN SUCCESSION AT 25' TOTAL LOT AREA 7,130 t SQUARE FELT PROPOSED - FINSHED SPOT GRADE ELEVA77ONS FLATWORK ON/OFF LOT - TOTAL ± SQUARE FEET FLATWORK PER DRAINAGE PLANS DRIVE 40,3 0- 513 ± SQUARE FEET rOUNDATIONIPAD 2 3459 1 SCUART' FET" PROPOSED DRAINAGE FLOW WALKS 28 310- 3,38 f SQUARE FEET NEAR PATIO ?093 SQUARE I UET Soo 4, 1 31 262 - 4,,395 1 SQUARE FEET 4 RE FEET LOT GRADING TYPE A I FRONT PORCH DECK POOL DECK N/A SQUARE FEE—— T PROPOSED F.F, PER PLANS - 26_5' " •NOTE, FRONT SIDFWAD, AND STREET LEDAWN TAKEN FROM PLANS PROVED BY CLIENT I NOT PELD VERtHED CRUSEN,WEYER -SCOTT & ASSOC, 1JVC - -L4-zVD SURVE-MRS 540C E, COLONIAL DR, ORLANDO, FL, 32807 (407)-277--3232 FAX (407) 658-'436 ly" TWICAI PIT MT M KVE'W A C ME vN lv BRE cm- VIA, PIN SURVEYIRM W sTNWIRP5 IT` PAP7 IVR IR ?NE FES NP SV-YL22S AND WYPERS i CNARRR W- 17 N M. AgMRifSTRATA`K AKIC, 'ULINII M SEMI 172 027, HORkzR STAM" IE - 1 Z UNLCS5 E.&DS!iM WTII 50-1WS SNNA-E -0 M-- "OM FELL. 'P" Q' W"EY ARE 'N" NM.IU J. .' IAK`W1 WAS F"VNNW P ffnx INE SE-EPIN T'V`E -1 M ,"m RI`FIW-S 4E- 1A- OR EA$ iT ARTLT IN PROMM u", _ T v KE11-a .T N, ""'VNgNPID .vm 'A am 'P> UIP PI DTN a- INI!AED F A LIL- m's 50"El 6 Wv 'NK HE MIENT 0, 'TK`5r Cs"Ino , Kll 11. I Nr` IWK`P,II w, aI. xv — "I o`I141 D KISK wvqN' MII Air I,Ix,MOB N' HERI w -1 K kAVI IT Kr'"'M DON'(NPY T- A &W _` A OTA) Y- T. 1AI1"' ow AS$' DAIA, OK' IN IR W S`K`_ 'I 9— 0, ATIONS IF 9t k ME ak= ON WYiQf{AL WODC Y AIKAL NIP. OF1pnI GNLE5A NET-' IME PI li, - 11T' A. CERMCATE OF AiRK'RNIVIA, ft, 096, G". LW MWE 1W 11 PINE FEAE CIIA.N BY, MCREIE SCALE — 1' 20 I., ID RT EC CaVNTIW tR K- IIIT-Cy 'CMZ' PLOT PLAN 07-24-2017 29 3-17 FARM FOUNDATIGNIELEVS, IQ-01-1 NORTH THLS 8UIL4T` IG\PR0PER7Y DOES NOT Ur WITHIN THE ESTTARISHEU IN YEAR HOOD PLANE AS PER nR&" TOM X. GRUSENMEYER, R.L.S, 1 4 ZONE MAP # 12f17C0090 F (09-28-07) DAMES W. 5007, RLS 1 4801 City of Sanford Building Prevention0 ` m Fire _ ~~ ~~~ n~ p n# r v Project Location Acldressz Anrequired byFlorida Statute 553,842and Florida Administrative Code Q provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. Werecommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed pnoduCtS. Beaware that windows, skylights, and exterior doors must betested in accordance with the Florida Building Code' Section 1714.5. More information about Statewide Product Approval can beobtained a1 The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Florida Approval # Description include decimal) 1. Exterior Doors Automatic Other 2. Windows Single Hung MI Windows and Doors Series GA 195 Aluminum SH FL 152177 Horizontal Slider MI Windows and Doors Series GA 198 Alum Slider FI-15288 2 FL15288.1 TL15218 1_J Casement Double Hung Fixed MI Windows and Doors Series GA 195 Alum Picture Fixed FLI 52788 Awninq Projected Wind Breaker Dual Action Other Juon20l4 1 Category /Subcategory Manufacturer Product Florida Approval Description jIncluding decirrral 3. panel Walls Sldin James Harding Bldg Products Hardie Panel 1`1-13223.2 Soffits Storefronts Aluminum Coils, Inc CailsfSoffits F1.12194 1 Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other Huber Engineered Wood Zip System - Wail FI. 17147.1 4. Roofing Products Asphalt Shin les IKO Industries, LTD Asphalt Shingles / Cambridge F1-7006.1 Underla ments®_ Warrior Roofing #15 and # 30 Roofing Felt FL2346.1 OOfln Fasteners Nonstructural Metal Roofin Wood Shakes and Roofinq tiles Roofing Insulation Waterproofin_9 Built up roofing System Modified Bitumen Singh Ply Rcacaf j Systems I Roofing slate Cements/ Adhesives / Coatin Liquid Applied Roofin S stems Roof Tile adhesive Spray Applied Polyurethane Raofin E.P.S. Roof Panels Roof Vents Other June 2014 Category / Subcategory Accordio Ba jhamaColonial Roll up Other 7. Structural Components Wood Connectors Anchors Truss Plates Engineered Lumber Raili Coolers/Freezers Concrete Admixtures Precast Lintels Deck / Roof - Wall M 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 I Product Florida Approval # escription (include decimal) Florida Building Code Online Page I of 4 t-a [;'i" pv".aR Z EaCIS Home Log In i User Registration He, Topics Submit Surcharge Stairs & Fact, R,,Ukot,oi,s i FaC Staff 13cIS Site M.P Lipp, Search Product ApprovaldbUSER: P.bliCUser 11 Mgnu > Lr9k1"L9r AoLtasi > i fia n i t > Application Detail FL # FL8871-R6 tt Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 industrial Drive Edgerton, OH 43517 419) 298-1740 rickw@rwbidgconsultants,com Authorized Signature Vivian Wright rickw@rwbdgconsultants,corn Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered, Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By 5L4—ndpAr YV-a—r ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 1998 ASTM E84 2000 ASTM G26 1995 TAS 201, 202, 203 1994 Florida Licensed Professional Engineer or Architect htip://www.florid,tt)uildiiig.org/pr/pr—app_dtl.aspx?paraii,i=wGEVXQwtDqtv3ljWak2iiHr... 11/10/2016 Florida Building Code Online n Sections from the Code Product Approval Method Method 1 Option D Date Submitted 05/29/2015 Date Validated 06/28/2015 Date Pending FBC Approval 07/05/2015 Date Approved 08/18/2015 Date Revised 10/13/2016 Summary of Products DescriptionModel, Number co -NameFL # 8871.1 a, "ClassicCraft Rustic" Series 3'6 x 8'0 "Impact" Opaque Fiberglass Radius Top SingleIDoor (X) - Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871,1 for Design Pressure Ratings by R &E EY,81 8871 1,pdf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. 8871.2 b. "ClassicCraft" or "ClassicCraft 3'6 x 8'0 "Impact" Opaque Fiberglass Single Door (X) - Rustic" Series Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8_Z_JR6 _1JINST L8Z1_2_pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.2 for Design Pressure Ratings by R6 8_E FVALaaZ_12_jpdf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions, 8871, 3 c, "ClassicCraft" or "ClassicCraft 3'6 x WO "Impact" Opaque Fiber -glass Single Door with Rustic" Series Sidelite (OX or, XO) - Inswing or Outswing Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ; Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 88713 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation instructions. (For FiberClassic and SmoothStar sidelites, this product approval requires the use of " Y' part numbers for these sidelites, which have been stained or painted within six months of installation.) Note - ASTM E1300-98 utilized for areas inside the HVHZ) Installation Instructions LL 8871 _R6 ILIN T 71, f Verified By: Lyndon F. Schmldt,.P,E, 43409 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 8871. 4 d. "ClassicCraft" or "ClassicCraft 3'6 x WO "Impact" Opaque Fiberglass Single Door with IRustic" Series I Sidelites (OXO) - Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes Vl R6_IT_INST 8871_11 pdf Approved for use outside HVHZ; Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.4 for Design Pressure Ratings by specific Model and for any other additional use limitations Created by Independent 'Third Party: Yes and installation instructions. (For FiberClassic and SmoothStar sidelites, this product approval requires the use of " Y' part numbers for these sidelites, which have been stained or painted within six months of installation,) Note - ASTM E1300-98 utilized for areas inside the HVHZ 88 75 e. "FiberClassic" or `SmoothStar" 3'0 x 8'0 "Impact" Opaque Fiberglass Single Door (X) - Series Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 P6 IT Inst 871.5,nclf Approved for use outside HVHZ; Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other; See INST 8871,5 for Design Pressure Ratings by http://-, vww.floridabuiIding.orgil-pr/pr_app_dtl.aspx?paTam=wGEVXQwtDqty3 jWak2nl-1r... 11/10/2016 Florida Building Code Online Page 3 of 4 specific Model and for any other additional use limitations FL8871 R6 AE EVAL 88_71,5.pdf and installation instructions. Created by Independent Third Party: Yes 8871,6 L7"F,,be,6,,e,',1__" or "SmoothStar" TO x 8'0 "Impact" Opaque Fiberglass Single Door with erfesSeries Sidelite (OX or XO) - Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ,. Yes LL 821 R6_IL 1N1Sj_U7L_Lj2jdf Approved for use outside HVHZ: Yes Verified By: Lyndon F, Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 8871,6 for Design Pressure Ratings by EL887 AL @871,6.odf specific Model and for any other additional use limitations Created by Independent Third Party; Yes and installation instructions, (For FiberClassic and SmoothStar sidelites, this product approval requires the use of "Y' part numbers for these sidelites, which have been stained or painted within six months of installation.) Note - ASTM E1300-98 utilized for areas inside the HVFiZ 8871,7 g. "FiberClassic" or "SmoothStar" TO x 8'0 "Impact" Opaque Fiberglass Single Door with Series Sidelites (OXO) - Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes LL8871 R6 11 INSL8871 Lp f Approved for use outside HVHZ. Yes Verified By: Lyndon F, Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.7 for Design Pressure Ratings by EL R6 AE EVAL 8871.7.,p f specific Model and for any other additional Use limitations Created by Independent Third Party: Yes and installation instructions, (For FiberClassic and SmoothStar sidelites, this product approval requires the use of "J" part numbers for these sidelites, which have been stained or painted within six months of installation.) Note - ASTM E1300-98 utilized for areas inside the HVHZ 8871.8 h, "FiberClassic"', "SmoothStar", 6'0 x 8'0 "Impact" Opaque Fiberglass Double Door (XX) - CfassicCraft" or "ClassicCraftCC Inswing or Outswing Rustic" Series Limits of Use Installation Instructions Approved for use in HVHZ: Yes fL8 71 R_6 11 IN_ST3_Q_ZjS_Rdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant. Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.8 for Design Pressure Ratings by fl_887L_BAF EVAL 8871.i .E specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. hS 8871.9 L "FiberClassic", 6'0 x 8'0 "Impact" Opaque Fiberglass Double Door with SmoothStar", T "ClassicCraft" or "Classiccraft Sidelitess (OXXO) - Inswing or Outswing Rustic" Series Limits of Use Installation Instructions Approved for use in HVHZ. Yes ELEk87L3b JI __ INST 8871 9rp f —_ — _.cLApproved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871,9 for Design Pressure Ratings by specific Model and for any other additional use limitations Created by independent Third Party: Yes and installation instructions. (For FiberClassic and SmoothStar sidelites, this product approval requires the use of " J" part numbers for these sidelites, which have been stained or painted within six months of installation.) Note - ASTM E1300-98 utilized for areas inside the 1-IVHZ Rack ED Contact I n RT 11 1, 1 Se F 9 LhqUe_qjQ-4R - 24 7 The State of Florida is an AA/EEO employer. Lctp hZ-?; QLfIQ1_4L :! Eq1Y4Sx_5t_4Ufo-rgaf :; A ? i i!i t t m o :; Refund takement do not send electronic Under Florida law, email addresses are public records, It you do not want your e-mail address released In response to a public -records request, o * Pursuant ronemailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. uaffito Section 455,275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. most provide the Department with an email address If they have one. The emads 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; 01 FI-99K9 M http:// www.floridab-uilding.org/l)r/pi_app_dtl.aspx?param=wGEVXQwtDqty3i Wak2nHr... 11/10/2016 Florida Building Code Online Page 4 of 4 http://w vw,floridabuilding.org/'Pr/Pr—app_dtl.aspx?pararn=wGEVXQwtDqty3TjWak2nHr... 11/10/2016 59, SMOOTH STAR & FIBER CLASSIC FIBERGLASS SINGLE DOOR INSWING / OUTSWtNG gENERAL40TES WPAcr L This product has been evaluated and is in compliance with the 5th Edition (2014) Rovido Building Code (FBC) structural requirements inclucirrg the' Hugh Velocity Hurricane Zone' (HVHZ). 2 Product anchors shag be as listed and spaced as shown on details. Anchor embedment to base material shag be beyond wall dre5sing or stvcco. 3, When used in the "HVHZ' this product complies with Section 1626 of the Florida Building Code and does not require all impact resistant covering 4. When used in areas outside of the "HVHZ'requldng wind borne debris protection this product complies with Section 1609.1,2 of the FBC and does not require an impact resistant covering. This product meets missile level'V and includes Wind Zone 4 as defined in ASTM El 996 and Section 1609.1,2.2 of the FBC. S. For 2x stud framing construction, anchoring of these units shag be the some as that shown fo(2x buck masonry construction. 6. Site conditions that deviate from the details of ft drawing require further engineering analysis by a licensed engineer or registered archrect. 7, Outswing configurations using coastal A item #4 under active doors meet water infiltration requirements for "HVHr. Inswng configurations and outswing configurations using sill item #Sunder the door do not meet the water Infiltration requirements for the OHVHr and shcAl be installed only in non- "table areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to SRI is less than 45 degrees. TABLE OF COUTUM SHEEP DESEXPITON typical elevations, design pressures & genera notes Door panel detais jSmoofir start Door panel details (Fiber classic) Vcrlical cross section: r Buck and frame - 2X buck msorgy construction g_jFrameanchoring - IX buck masonry construction7 a ComponentsBigofMaterials & ComponentsfMaterials FRVIE WIDTH —4 36. OT MAX, PANEL WIDTH se 10 See Sheet 8 for deign pressure kitaflons. rn vas, z k,: 0 Z, z 1,\ titi 0 11 z E. Ni 5gtm Z6 Ja q Br. OVdS LFS FL- 8871,5 I OF 8 I 44 46 47 41 EXTERIOR DETAIL A -A EO lDQQRPAIll Srnocth a 000000000000000 0 0 0 0 0 0 a00000000 co, 000 000 . 'o' 0 '0c0 c' 0 . ac . 0OOGOOGb 0000aGOU oocGcocooa0000c0000 0 0 0 0 000 0000 00000 oocccoo 0 0 0 0 0 0 CO 0000000 0 000. 0000 000000100000000 DETAIL A - A Fan—elreWf cemedt 0 no= I HORIZONTAL CROSS SECTION 0 7 12-A28.86% OPEN AREA MAX, NOTE: WOOD DOOR COMPONENTS: PINE (SG >= 0.42) U)A I z D22VERTYCAL VERTICAL SECTIONoa Z.'' ' o z Ea o' t 5 ci z N. T. S. BY DY/ S BY; LFS 7.ii - 1 1 FL-8871. 5 7, 2 oF 8 13 DETAIL A -A -1 b' 0011'1.Allll DETAIL A -A Fonel reinforcement EXTERfOR 61 mmum 4DZ --------- TYP, 4 CORNERS OF PANEL J 41 28.86% OPEN AREA MAX, NOTE: WOOD DOOR COMPONENTS: PINE (SG >= 0,42) 0 sr Z 0 Zm k co O4 6oz cw mumom j2 ) VIRUCAl C1011 IICIION sc-T-SL G. SY: DWS FL-8871.5 7 3 CF 8 m HORIZONTAL CROSS SECTION oshown - nswng also f -,, , PgOve d Ilona Outswing showr) - hsvAng also approved 13 rtl Z 00 0 Z is ZJ z 56 0 0- rqO Z 1-1/ 4-Mild. EM,fi. ( TYP.) L N. F.S. BY: DWS LFS Z - No FL-8871. 5 I IA EXTERIOR INTERIOR VERTICAL CROSS SECTION Out wing shown - insing cao approved EXTERIOR INTERIOR 4 VERTICAL CROSS SECTION see general Hates, sheet i fof'HYHT' water Mtration requirements 1 EXTERIOR INTERIOR r2-\., VERTICAL CROSS SECTION 7_UShown w/IX sub -buck EXTERIOR INTERIOR 4r5 VERTICAL CROSS SEC770H I titanc")an 'ez no tes, sheet I fof "HvFir water inmtration re quefnents z t: 0 INTERIOR OZ EXTERfStillotZ' aQ 22 4 0 5 0 6 zE 0 3 VERTICAL CROSS SECTION Q-1 outsmng conNuraffon see generd noses, sheet I for " HVHr water h2)trot' ,on requkements INTERIOR EXTERIOR r6-",, VERTICAL CROSS SECTION see generak no es, sheet t for" HVHT' wafef e9trafion recuiements NIS e:; DIffs LFS ew- W., FL- 8871.5 W 4' 6" z z 6; TYR. HEAD & 1 4 n z zu JAMBS MASONRY PTYP. HEAD &] FP MASONRY M 6 00- OPENING -- 1 S OPENING gcz0 4 J 0 o FRAME Xz 2X BUCK Li 2XBUCK- cs, a:u, Us121 SUCK ANCHORING HINGE JAMS FRAME ANCHORING STRIKE JAMS Mosorsy 2X buck construction CONCRETE AWCLtOR NOTES _ I. Concrete anchor bacationd at the corners may be adjusted to maintain the min edge distance to mortarjoints. 2 Concrete anchor focations noted as WAX. ON CENTER" must be adjusted to maintain the min, edge distance to modarloints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded 3- Concrete anchor table, ANCHOR, ANCHOR MtPB, MIN. CaAkANCE1: MIN. CLEARANCE TYPE—:: SIZE EMBEDMENT TP MASPNRY-111:, TGADJACENT% 11 EDGE 1, ANCHOR ITW 1 TAFCONO " 114 -1/4' 2' 4' ELC 1-1/4- ULTRACONO1/41'' WOOD SCREW INSTALLATION NOTES: 1, Maintain a minimum 518" edge distance, I" end distance, & 1'o-c. spacing of wood screws to prevent the splitting of wood, 0 X: N.T.S. BY: Y LFS Q FL-887?.5 6 0 I I A Ell EN M am tLINGEJAMS CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to moinfain the min, edge distance to mortar points. 2. Concrete anchor tocations noted as "MAX. ON CENTER' must be od"t.d to Mokitaln the min. edge distance to mortar joists, additianoi concrete anchors may be requxed to ensures the 'MAX ON CENTER"denerwon are not exceeded. 3. Concrete anchor table: C . . CEA447140kANCHORMtNlURAMN 'MIN, XA' NC,.E PYRE SIZE EMBEOMEW EDGE AMCBOR:,elll ITW i14 TAPCON 1.1/4- T 4' ITW TAPCON* 3/14 1-1/4 r WOOD SCREW WSTALLANON NOTES: 1, Maintain a rninknum 518edge distance, I"end distance, & 1"o.c. spacing at 00d screws to prevent the splitting of wood' FRAME ANCHORING Masonry I X buck construction I 6z z cT j z d 6 0 n z U z Em vz SCALE N.T.S. D.r, BY, DWS Tl —aLFS DRAMIG .: FL-8871-5 nee 7 oF 8 13 BILL OF MATERIALS ITEM DESCRIPTION MATERIAL IX BUCK Sq >= 9.55 WO_OcL_ B 2X BUCK SO >= 0.55 WOOD C WOOD D 1 /ZX-2-3/4"PFHEL.COORITWCONCRETE -SCREW STEEL E MASONRY ' 3,M PSI MIN. CONCRETE CONFORMING TO ACI CONCRETE 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 G 3/16"X STEEL J W X 3--3/4'PEH ITW CONCRETE SCREW STEEL L 10 X 2-1/2" PFH WOOD SCREW STEEL I INSWING ADJUSTABLE TH—RESH—d-LD—(-IS300AJ)— ALUM./WOOD 2 INSWING THRESHOLD (IS300HP5) ALUM./COMP, 3 INSWING SELF ADJUST THERMAL BREAK THRESHOLD (ISP30Mj ALUM./COMP. 4 OUTSWING COASTAL THRESHOLD ALUM./WOOD 5 OUTSWING STANDARD THRESHOLD ALUtv,./WDOD 6 INSWING THRESHOLD ALUM./COMP. 7 1 DOOR BOTTOM SWEEP VINYL a JAMB (PINE) SO >= 042 WOOD 9 JAMB (OAK) SG >= 0.42 i0 WEATHERSTRIP I I HINGE STEEL STEEL 13 X3"PFHWOOD SCREW STEEL 14- STRIKE PLATE STEEL 15 LATCH STRIKE PLATE 8X2-1/ Z'PFHSCREW STEEL T6_ SECURITY STEEL 17 i8— X 314' PFH SCREW STEEL 7_8 KWIKSET SERIES —PASSAGE LOCK STEEL 19 MKSET SERIES DEADBOLT1660} ..__ STEEL 40 SMOOTH STAR DOOR -SEE DOOR PANEL DETAIL SHEET FOR DETAILS 41 42 DOOR SKIN 0.072'THK. (SMOOTH STAR) Fy = 6,000 PSI MIN. RAIL FIBERGLASS TOP ( SMOOTH STAR) comp. 43 4 LOCK STILE ( SMOOTH TAR WOODAVL WOOD 45 BOTTOM RAIL (SMOOTH STAR REINFORCEMENT COMP. 46_ PANEL 0.623" THK. (SMOOTH STAR) STEEL 4_7 7670 CORE POLYURETHANE 60 HER— CLAS-SIC DOOR -SEE DOOR PANEL DETAIL SHEET FOR DETAILS DOOR SKIN 0.137'THK, (FIBER fBEPqLASS 62 10P RAIL IFIBER CLASSjCL__ COME. 63 64_ LOCK STILE ( FIBER CLASSIC) HINGESTILE W OD' LV_ FIBER CLASSIC) B0_70ti- Rki WOOD 65— FIBER COME 6_6 PANEL REINFORCEMENT 0.023" THK. (FIBER CLASS CORE STEEL 67— TO_, ZJ_V, POLYURETHANE E =1 iXiA& SIDE mb DTHRESHOLD hawing adjustableMTHREIHO D sfafMMard p 5. 85-- O R ICZ, EyITHIEIHOI,&., - 2 '. c Inswing adjustableTHRESHOLDTHJIIIHOID 6 HOLD lr— hg i MAX. DESIGN PRESSURE 56-PSF-,l j sc L N.T,S' DWS CPS FL— B871. 5 Florida Building Code Online Page I of 3 MUM BCTS Horne i Log 111 User Registration Mot Topics Submit surcharge Stats & Facts Publications FBC Staff 13 13CIS Site Map sinks i Search didi Product ApprovalrUSER; Public User APP—r9YALDtp-1! I A,,p IaLlvn Ust > Application DetailppL FL # FL15332-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 6S0 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer r-- L Evaluation Report - Hardc.opy Received Florida Engineer or Architect Name who developed Luis Roberto Lomas the Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2016 Validated By Steven M. Unch, PE i( Validation Checklist- Hardcopy Received Certificate of independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method FL1332,-R,3—CCI -El COl pdf 5tando—rd AAMA/WDMA/CSA 10I/LS,2/A440 Method I Option D N http:llwww..floridabuilding.orglprlpr—app_dtl.aspx?paraiii=wGEVXQwtDql 1-18572qvdW'I... 11/10/2016 Florida Building Code Online Page 2 of'3 Date Submitted 10/29/2015 Date Validated 10/30/2015 Date Pending FBC Approval 11/01/2015 Date Approved 12/15/2015 Summary of Products I --- - I Ft. # I Model, Number or Name "Hptio- 153321 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 145-3/4"x8O" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ; No F 15312 RjjI -Qa--QDA 500DfJ - P Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN EL-XL33Z R3 AE L4EC ff PRESSURE RATINGS Created by Independent Third Party: Yes 15332, 2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OX, XO, XX 96"X80" NON - IREINFORCEDLimits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant. No Created by independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other; REFER TO APPROVAL DOCUMENT FOR DESIGN LL15L32_33 AE it 5- PRESSURE RATINGS Created by Independent Third Party: Yes 153323 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OXO REINFORCED I 145-3/4"x96" Limits of Use Approved for use in HVHZ; No Approved for use outside HVHZ: Yes Impact Resistant; No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS 15332. 4 SERIES 420 ALUMINUM SGD REINFORCED Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other; REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS Installation Instructions Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports IF L153-3 —2 --AE--?-9LQ B-P tiff Created by Independent Third Party: Yes SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX Installation Instructions FLI- 533_`L_Ra_L1 -02 4 B 3L11` Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 15332. 5 1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED XXX 143"x96" REINFORCED I Limits of Use Installation Instructions Approved for use in HVHZ; No Q22595„2df Approved for use outside HVHZ; Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure- N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN fU 5:32_&3 AE S LZ2 708.p-ot PRESSURE RATINGS Created by Independent Third Party: Yes 15332. 6 SERIES 420 REINFORCED SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX jALUMINUM SGD 96"x96" Limits of Use Installation Instructions Approved for use in HVHZ, No Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other; REFER TO APPROVAL DOCUMENT FOR DESIGN EL UUZ-K-AE-aQM f PRESSURE RATINGS Created by Independent Third Party: Yes 153323 SERIES 420 REINFORCED IALUMINUMSGDLimits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96" Installation Instructions LIJI Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports htt, p://www.floridabuilding.org/pr/pr—app_dtl.aspx?parai-n=wGEVXQwtl)qtH8572qvdWl,.. 11/10/2-016 11 Florida Building Code Online Page 3 of 3 Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS 15332.8SERIES 4301140 ALUMINUM SGD EU92--Z-LAL-5 LOM 1-CIK-P 11f Created by Independent Third Party: Yes SERIES 430/440 ALUMINUM SGD XXX 143"x80" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No R1L15_332_B3 li_98-QQ5Q?D,ILdf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure. N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN fjL15332_R3 _Af ,510809C-pElf PRESSURE RATINGS Created by Independent Third Party: Yes 15332,9 _S 430/440 REINFORCED7SERIESRI'ET 4" SERIES 430/440 REINFORCED ALUMINUM SGD XXX hitALUMINUMALUMINUM SGD 143"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No 3u L I_D&ZQ250_3t?2fLf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant. No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS Created by Independent Third Party: Yes KE Ki The State of Florida is an AA/EEO employer, (LQVYrI9b1202_ZQ13 514L9_QLE1QEaJ4 tinder 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 ble"tronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850,487.1395, -Pursuant to Section 455,275(l), 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 licensed under Chapter 455, ES_ please click DIIM, Product Approval Accepts; Z] WRE El M http://Nvw-NA7.floridabuilding,oi°g/pr/pr—a.pp_dtl.aspx?parai,n=,A,GEVE QNA,tDqtII8572qvdWJ.,. 11/10/2016 RPVI wl NOTES 1. THE PRODUCI SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REONIREKTENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED 10 PROPERLY TRANSFER ALL LOANS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 1 IX BUCK OVER MASON RY/CCINCRETE IS OPTIONAL-. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4, ALLOWAELF STRESS INCREASE OF 1/3 WAS NOT USED iN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULA-NONS. 5, FRAME MATERIAL: EXTRUDED ALUMINUM 6063-T5, 6- UN;TS MUST BE GLAZED PER ASTM E1300-04 WITH SAFETY CLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS RE-UIRE FOR THIS PRODUCT IN WIND eORNE DEBRi5 REGIONS. 8, SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH, LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4`. 9, DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO -- OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINRAUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND fINSTALLATICIN DETAILS. 11, FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16' TAPCONS 'NTH SUFFICIENT LENGTH TO ACHIEVE A 1 1/1" MINIMUM EMBEDME14T INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE, LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND iNSTALLAITON DETAJfS, 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SWIS OR SELF DRILLING SCREINS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUY, BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS 10 BE CORROSION RESISTANT. 14. INSFALLATiON ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR. MANUFACTURER'S INSTAL-LA-11ON INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0L42 B. CONCRETE MINIMUM COM.PRESSR/E STRENGTH OF 3,192 PSI. C. MASONRY STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). D. NETAL STRUCTURE STEEL 18CA, 33KSI OR. ALUMINUM 6063--T5 1/8" fH,CK MiNuum 15. APPROVED CONFIGURATIONS: OX, XO, XX, XP, ED, XIP, PIX TABLE OF CONTENTS SHEET No. DESCRIPTION I I NOTES 2 - 3 ELEVATIONS 4 10 NSTALLATION DETAILS DE5CRWTFjN DATEAr VZADDEDFLANGEAINCUNINSTALLATION12,7 Z' A REM INSTALLATION DIFTARS 08/R.L. MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" x 96" 1 NOTES DRkM DWG NO. V.L. 08-02249 Sc1f INTS I—E 10/30/13 1--1 OF 10 SIGNED: 1012312015 TALE OF 2XXNOAt ItIllo0l, REV&DNS 96" MAX FRAME WIDTH ----I 2) ANCHORS PER LOCATION SEE CHART #3 FOR NUMBER OF LOCATIONS REQUIkED 17" MAX 6' MAX 6" MAX 17" MAX 96" MAX FRAME hDGHT 6 MAX L-- - F--- SERIES 420-SGD REINFORCED WITHOUT ADAPTER EXTERIOR VIEW OESiGN PRESSURE RATING IMPACT RATING 35.OPSF NONE I SEE CHARTS #1 AND #2 FOR OTHER UNITS RATINGS ADDED FLANGE AND FIN NSTAI-LATION 12/10/13 R.L. REVISED INSTALLATION DETAIi-S 08/03/15 R.L. CHART#1 WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. SEE NOTE 9 SHEET I Design pressure chart (pst) Fraffe Single Panel ad Total Rem Ridth W,) Fielght On) 30_0 36O 60, 00 72,00 42. 0 84, 00 48. 0 96. 00 p— os—T —Neg -T—as I Nag Pas I Keg - Pas Neg 84. 0 40.0 58A 40.0 50.9 400 45.7 40,0 42.0 88.0 40S 55,2 40.0 48.0 40.0 43.0 39A i3g. 437 92, 040,0 52A 40.0 454 40.0 40,6 1 37A 96.0 40.0 49.8 40.0 1 431 38.4 1 38A 35.0 35,0 CHART#2 WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. SEE NOTE 9 SHEET I CHART #3 Number of anchor Inca felons required Fraffe Single Panel and Total Fran'e Vidth (h) Heigh, 30. 0 360 42,0 48.0 600 72, 0 84,0 96.0 j— H& SJ.-b S jam" H&S Jamb T— 84.0 4 6 6 6 6 88.0 4 6 H8 6 6 r6 4920465696.0 4 6 P MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 420 EGO REINFORCED WITHOUT ADAPTER 96" x 96" 1 ELEVATIONV.L. 08-02249 NTS 1—' 10/30/1 SIGNED: 1012312015 LO N TAT OF 4(, 1/2- MIN, EDGE DISTANCE 1 318" MIN. WOOD FRAWNG EMBEDMENT OR 2X BUCK zz BY OTHERS SHIM 10 WOOD SPACE SCREW EXTERIOR INTERIOR 10 WOOD SCREW WOOD FRAkUNG OR 2X RUCK BY OTHERS VERTICAL CROSS SECTION WOOD —FRAMING OR 2X BUCK INSTALLATION NOTES'. 1, INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2, PERIMETER AND JOIN7 SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SILL TO BE SET IN A BED OF APPROVED SEALANT MIN. iENT AIN. I,... —LANCE GE llC l F; ON DATE APPR(WED IC)DE',' FLANGE AND FI 'Ell: wE/ — RE-+DEIAILSISEDNSfAllATfON 15 RL 1 3/8' MIN, 1/4" MAX. EMBEDMENT SHIM SPACE INTERIORT 1/2" MIN. EDGE DISTANCE A y M!! 10 "'USD SCREW t=' f KTERIQR WOOD FRAMING JAMB INSTALLATION DETAIL OR 2X BUCK WOOD FRAMING —Of? 2X —BUCKWSTALLATION BY OTHERS SIGNED: 1012312015 MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 51 96, x 96" FRAME INSTALLATION DETAILS A;4TAT OF ct z DR",N' uels 10, R EV L. 08-02249 8V.L. ONAL SC-E NTS JWIE j( — H`I4 OF 10D/30/13 IIII(IIII, METALAL STRUCTURE BY OTHERS 3/4" IAN, EDGE DISTANCE 1/4" MAX. SHiM SPACE F. 10 SMS OR SELF DRILLING SCREW EXTERIOR INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 3/4' MIN EDGE DISTANCE VERTICAL CROSS SECTION ETAL-6FTRUCTDRE IATALLA T -"STO-WMI NOTES: 1. INTERIOR AND EXTERIOR FINISHER, BY OTHERS, NOT SHOWN FOR CLARITY- 2. PERIMETER A140 JOINT SEALANT BY 07NERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 T- 3/4- Mit EDGE DGTA L— 10 SMS OR SELF DRII LING SCREWS METAL STRUCTURE BY OTHERS IA" —, DATE I APPRMD ML AIDED FLA4CE AND RNNSIA T,,D4 12/lD/I3 I -A, Flf. vISED INSTALLVTIL4 DET/,,L S JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION, SIGNED: iol2312ol5 MI WINDOWS AND D007S LLC LL 1900LAKESIDE PARKWAY L 0 FLOWER MOUND, TX 7502 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" x 96" FRAME INSTALLATION DETAILS V. L. 08-022 Scree NTS 1" 10/30/13 5 OF 10 le 2 1/2" MIN. EDGE DISTANCE T o 1 1/4' MIN, a. EMBLCMENT CCJNCRETE/ MASONRY 1/4" MAX. BY OTHERS SHIM SPACE OPTIONAL X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET I 3/16- 7APCON 3/16' TAPCON ko'SONRY/ CONCRETE BY OFHERS TERIOR 1; LNTERIOR SILL TO BE SET flN A III IF APPROVED SEALAN47, LATE ADDED FLANGE AND FIN INSTALLATION 12/10/1 REASED INSTALLATION DETP365 68/o3/ 5 L. 1 1/4" MIN. EMBEDMENT 1/4" MAX, 2 1/2- SHIM SPACE MID, DGE DISI AIFCL 3/16" TAPCON CONCRETE/MASONRYtf BY OTHERS OPTIONAL IX BUCK Tv BE PROPERLY SECURED SEE NOTE 3 SHELF 1 WFAIXEM EXTERIOR JAMB INSTALLATION DETAIL S(XV 7CONCRETLMAR757—ALLADON T NOTES: 9III 1 1/4' KID. 1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS, KIBEDMENT RIOT SHOWN FOR CLARITY. 41 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE W17HASTME2112 2 1/2" MIN. EDGE DISTANCE SIGNED: 1012312015 VERTICAL CROSS SECTION MI WIAND LLC CONCRET&MASCINRY INSTALLATION PARDOORS 1SIDEKWAY900NDOWS1 - AKE L 0 FLOWER MOUND, TX 75028 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" " 96" FRAME INSTALLATION DETAILS TAT OF I 1x. VL. 08-02249 V r— E NITS 11-F 10/30/1-- 6 OF 10 1/2" WIN. EDGE DISTANCE WOOD F-AMW ------ EMBEDMENT 1 3/8' MIN. OR 2X BUCK BY OTHERS 1/4- WAX -- SHIM SPACE 10 WOOD SCREWS EXTERIOR LL-111 LLA INTERIOR 0 BE SET IN OF TOED SEALANT 10 WOOD SCREW WOOD FRAMING OR 2X BUCIF BY OTHER`_ 0 VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1, INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 ADDED FLANGE AND FIN INSTALLATION 12/ RA, REV-S-ED -fNSTALLATl-0NDE7-A--' '15 R.L.,LS NEI/ R 1 318" MIN- 1/4- MAX. EMBEDMENT SHIM SPACE INTERIOR 1/2- M N EDGE DISTZCFCF 10 WOOD SCREW' L— Ik— EXTERIOR WOOD FRAMING7 JAMB INSTALLATION DETAIL OR 2X BUCK WOOD FFRAMING &RINSTALLATION BUCKINSTALATIONBYOTHERS SIGNED: 10/ 2312015 I WINDOWS AND DOORS ILLC R 1900 LAKESIDE PARKWAY L 41 E N FLOWER MOUND, TX 75028 SERIES 420 SGD REINFORCED WITHOUT ADAPTER FLANGE INSTALLATION DETAILS if TAT OF DWw.: LI I ll v sv R VDt VL. 08- 0224 R 7— NITS I "TE 10/30/13 J I"'E`79 OF 10 1 3/4' MIN, EDGE DI FSfANIC- VIE'AL qjSTRUCTURE BY OTHERS .0 EXTERIOR 1/4' MAX. SHIM SPACE 10 SIAS OR SELF DRILLING SCREW L TO BE SET IN BED OF PROVED SEALANT 10 Sms OR SELF DRILLING SCREW V, E TAL STRUCTURE BY CfrILRS 1 1 3/4" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINfSHES, BY OTHERS, NOT SHOWN FOR CLARfTK 2. PERYfETER AND JOOIT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE VVITH ASTM E2i 12 3/4" Mft EDGE DISIA 10 sms OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1-1 DAE APPRCIAtL ADI)FD RANGE AND Ell I TALLATiON12//10,/13 RA A REVISEDINSLAJICTN FT S 05 , '1133/15 R, L. JAMB INSTALLATION DETAIL META- STRU—CTURE —INSTALLATION SIGNED: 1012312015 Ml WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY LO FLOWER POUND, TX 75028 SERIES 420 SGD RENFORCED WITHOUT ADAPTER Z 51 96" x 96" a' FLANGE INSTALLATION DETAILS 0 TAT- OF V 0 R %I) N VL08- 02249 B 0/0 f4 A L SCAIE NTS -, E Io/30/13 8 OF 10 CONCRETE/ MASONRY BY OTHFFES OPTIONAL 1X BUCK TO BE PROPERLYY SECURED SEE NOTE 3 SHEET I Z/ 116" TAPCON MASONRY/ C0NCRF-TE BY OTHERS 7 L-- Klv--*'s 2 1/2" MIN, IEDGE DISTANCE A ADDED FLAAIGE AND FIN INSTALLATION 12/10/13 R,L- 8 REVISED INSIALLATION DETALS 8L3 T 1 1/4' MIN, EMELDMENT 1 1/4" WW ElREDMFNT 1/4' MAY SHIM SPACE SHIM SPACE 2 1/2- INTERIOR EDGE DISTANCE 3/16' TAPCON 3/16" TAPCON CCNCRF`N- TE/MAR0Y INTERIOR Y H'E RR, S EXTERIOR SILL TO RE SET IN A BED OF EXTERIOR APPROVED SEALANTiL'l J JAMB INSTALLATION DETAIL OPTIOITAL IX BUCK CONDRETF2MASONRYINSTALLATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET I NOTES.` 1. INTERIOR AND EXTERIOR FINISHES, SY OTHERS, 1 1/4" MIN. NOT SI`iOWN FOR CLARITY. ER AND JOINT SEALANT BY OTHERS TO BEEMBEDMENT2PERIME7 DESIGNED IN ACCORDANCE W17'n ASTM E2112 2 1/2" MIN.SIGNED: 1012312015 EDGE DISTANCE VERTICAL CROSS SECTION M! WINDOWS AND DOORS LLC 0 tltllij!// 1'. P, L CONCRETE,TAASOt,IRYff,iSTALLATION 1900 LAKESIDE PARKWAY 0" zr FLOWER MOUND, TX 75028 D, SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" x 96" 1 FLANGE INSTALLATION DETAILSmoo` TAT 9:0 F D.0 R t'Dt' 08-02249 ON A'- NTS 1"r' 10/30/13 ISHEET9 OF 10 7lXTIfilm c WOOD FRAWL BY OTHEEF EMBE AP P R C', SEALJ BEHIND 8 wOUu SCREW APPROVED SEALANT EI-HIND FIN 8 WOOD SCREW 7/16' Mht EDGE DICTA!, I 1 1 /4" MAX 7116- MIN EDGE DiST,,YtCE JAMB INSTALLATION DETAIL K`60—EFR-A—MING OR —2XBUCK hNS-T-ALLA TION VERTICAL CROSS SEC TION WOOD FRAMING OR 2X BOOK INSTALLATION FOR SILL INS FALLA TON SEE SHEETS 4 9, WOOD FRAMING BY OTHERS 1/4" MAX. SHIM SPACE I go INTERIOR TRIM ADDED FLANGE AND Fl,' / , 1210/13 _jR.L- REMSED NSTALLAYON' DETAILS 08/03/15 j R,L- 1 511/8- WN, E- DCF DIST TRIM 1 1/4" K41N, INTERIOR y EMBEDMENT RAS, 0NRY/C0NCRE-fE BY QTi-,FRS BUCK BY OTHERS, HOOK STRIP 1X BUCK -10 BE PROPERLY SECURED, 3/ 16" EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRY/ CONCRETE 1/ 2' MIN, EDGE DISTANCE V.EIAL SIRUCILTRE 3/4" MIN, BY OTHERS EDGE DISTANCE T R i, M 3 8" WN I8EDMEN" INTERfOR 31 HOOK STRIP HOOK STRIP 10 WOOD #10 SELF DPLLiNG SCREW F SCREW 0-- EXTERIOR PANEL INIERLCJCK EXTERIOR X'K NTERLO- HOOK STRIP INSTALLATION HOOK STRIP INSTALLATION x L STRUCTURE SIGNED: 1012a'2015 MI WINDOWS AND LAKESIDPADRKWAY OO,% \ SRRS LLC \L\% U11111// 0 1900 E FLOWERMOUND, TX 75028 SERIES 420 SOD, REINFORCED WITHOUT ADAPTER NOTES 7. INTERIOR AND EXFERIOR FINISHES, BY01HERS, 96" x 96" NOTSHOWN FOR CLARITY ' 414 NAILFIN & HOOK INSTALLATIONDETAILSF2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE Q, DESIGNED IN ACCORDANCE WITH ASTM E2112 V. L NTS 1` 10/ 30/13 09 10 OF 10 Florida Building Code Online Page I of 6 Ve w i q 41 CIS Home L09 In i Use,' Registration Hot Topics Submit Surcharge stats & Facts Publications FBC Staff i BCJS Site Map 2 Links Search d- Jolida Product Approvalb' r ota-i- USER; Public Use; ft(LdukLAp r0yjMP jst2L rm > Applicrititm Detail p_ _,U > RLeIir FL # FL15279- P4 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Clopay Building Products Company Address/Phone/ Email8585Duke Blvd. Mason, OH 45040 513) 770- 6062 mwesterfield@clopay.com Authorized Signature Scott Hamilton shamilton@clopay,com Technical Representative Address/Phone/ Email Quality Assurance Representative Address/Phone/ EmailCategoryExterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Intertek Testing Services NA, Inc. Validated By Gary Pfuehler R, Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) rg YqA-r ANSI/DASMA 108 2005 ANSI/DASMA 115 2005 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect flL 1 7 9 R4_guly 20L5312 S MA 10 Ul-W—J, v-P-d-1 Ft _Ir,? FRS-- e ,_DASMA 'Lt guly--0-f Product Approval Method Method I Option A http://xA,Nk,,, A,.floridabuilding.org/l)r/pr-app_dtl.aspx?param=wGEVXQNA,tDqv3yVVKJ/-IQ... 11/10/2016 Florida Building Code Online Page 2 of 6 Date Submitted 03/19/2015 Date Validated 06/12/2015 Date Pending FBC Approval Date Approved 06/21/2015 Summary of Products Go to Page Page I / 8 FL # Model, Number or Name Description f1 318""Do.ble-,kIn15279A001W3-09 DSIE-IA171: 2050, Insulated EPS (exterior skin 27 ga. min.; 2051, 2053, 4050, 4051, 4053, 62, interior skin 29 go. min,) Single -Car, (up to 9'0" wide) 64, 65, 62G, 62LG, 64G, SDP38, WINDCODE®R, W3 Garage Door SFL38 ' SRP38, 134, 135, 136, 6130, 6131, 6133 Limits of Use Certification Agency Certificate Approved for use in HVHZ: Na t1tr wiLh. of of tgi, and rQ f _ _pLq_gqjLra_ _-_p_ qf Approved for use outside HVHZ: Yes of i spi, n.,jiff Impact Resistant; N/A rt kpff Design Pressure: +20 PSF/-20 PSF Quality Assurance Contract Expiration Date Other. The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for ELL=_R4 11_10105 RevI2 p_df windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609.1,4 FBC), Evaluation Reports Created by Independent Third Party: 15279.2 002 W3-09 DSIE-1A471: GDISP, Gal lery/Artistry/Expressions: 1-3/8" Double -skin Insulated CRISP, GDILP, GR1LP, AR1SP, EPS (exterior skin 27 go, min.; interior skin 27 ga, min.) ARILP, EDISP, EDILP, 4132, 2132, Single -Car (up to 9'0" wide) WINDCODES W3 Garage Door 16132, SFC38, MFC38 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No E1_15 nLra;Ipn Pmmf Approved for use outside HVHZ: Yes qt i spe Impact Resistant: N/A in jgt rk pq_f Design Pressure: +20 PSF/-21 PET Quality Assurance Contract Expiration Date Other. The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the Impact resistant requirement for ELj1Z7_aR4 _U_j_na_B_evQI_pdf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609.1.4 FBC), Evaluation Reports Created by Independent Third Party: 152793 003 W3-09 DSIU- IA1 71: 9130, Her skin 27 ga, min.; Double -skin Insulated PUR (exterior 9131, 9133, HDP13, HDPF13, interior skin 27 go, min,) Single -Car (up to 9'0' wide) HDPL13, 7130, 7131, 7133, 8130, WINDCODE8 W3 Garage Door 8131, 8133 Limits of Use Certification Agency Certificate Approved for use in HVHZ; No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-20 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for 1`1_1_5279 R4 1 Q4 _' _1vU (If windborne debris regions, The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609.1A FBC). Evaluation Reports Created by Independent Third Party: 15279. 4 004 W3 '6 D S1 E-tA171 2050, 12051, 2053, 4050, 4051, 4053, 62, 1- 3/8" Double -skin Insulated EPS (exterior skin 27 ga, min.; interior skin 29 ga. min,) Double -Car (97' to 16'0" wide) 64, 65, 62G, 62LG, 54G, SDP38, SFL38, SRP38, 134, 135, 136, WINDCODE@ W3 Garage Door 6130, 6131, 6133 Y Limits of Use Certification Agency Certificate Approved for use in HVHZ; No q _ FL1 ')Z71) R4 C ILACett r wpLo ith f-ofC;'ir_trdct in off Approved for use outside HVHZ; Yes as Impact Resistant; N/ A L_CA _vV3_L_t,;Ling_ t rt-,Qk 1:1 _Q _11L Design Pressure: +20 PSF/-21 PSF Quality Assurance Contract Expiration Date Other; The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc, comply with the impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609.1,4 FBC). Evaluation Reports Created by Independent Third Party: http://,A,-ww. floridabuilding.org/pr//- app dtl.aspx?parmi=wGEVXQwtDqv3yVVKJZIQ... 11/10/2016 Florida Building Code Online 15279.5 005 W3-16 DSIE-IA471: GD1SP, Gallery/Artistry/Expressions: 1-3/8" Double -skin Insulated GRISP, GDILP, GRILP, ARISP, EPS (exterior skin 27 ga. min.; interior skin 27 ga, min,) AR1LP, EDISP, EDILP, 4132, 2132, Double -Car (9'2" up to 16'0" wide) WINDCODE@ W3 Garage 6132, SFC38, MFC38 Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-21 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.6 006 W3-16 DSIU-IA171: 9130, 9131, 9133, HDP13, HDPP13, HDPL13, 7130, 7131, 7133, 8130, 8131, 8133 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-21 PSF Other; The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1A FBC). Certification Agency Certificate 3_R4 _CAQ ttel 11 _Qf urLUnS1._p.LoQfC _ _Lg-_ -AIL-PE9 Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions ELL5_2279 R4 14II v ff Verified By: Intertek Testing Services NA, Inc, Created by Independent Third Party: Evaluation Reports Created by independent Third Party: Double -skin Insulated PUR (exterior skin 27 go. min.; interior skin 27 ga. min.) Double -Car (97' to 1.6'0" wide) WINDCODE& W3 Garage Door Certification Agency Certificate iLproof g` inspcton p(Lf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions Verified By; Intertek Testing Services NA, Inc, Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.7 007 W3-16 PAN-21`153: 73, 1.500, Steel Pan (min. 25 go.) Double -Car (97' to 16'0" wide) 175, 190, 84A, 94, 42, 48, 55, 42B, WINDCODE(& W3 Garage Door I 48B, 55S, 4RST, ERST, 4RSF, 6RSF I Limits of Use Approved for use in HVHZ, No Approved for use outside HVHZ: Yes Impact Resistant; N/A Design Pressure: +20 PSF/-21 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product. without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609,1,4 FBC), Certification Agency Certificate I of 1pspg4 icf on,.p f ICEaTj4a _ jCAC W3 JstLnu_Lqe ek)df Quality Assurance Contract Expiration Date 05/ 21/2028 Installation Instructions LL1S279 R4_11 odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party; 15279, 8 008 W4-09 DSIE-11`171 2 " Double -skin Insulated EPS (exterior skin 27 go, min 4301, 4310, 4400, 4401, HDG nteour skin 217 go, min.) Single -Car (up to 9'0" wide) HDGL, HDGF, 66, 66G, 67, 67G, WINDCODE@ W4 Garage Door 68, SP200, SF200, SE200, 6200, i6201, 6203 I Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ; Yes Impact Resistant; No Design Pressure: +28 PSF/-29 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1,4 FBC). 15279. 9 009 W4-09 DSIE-IF471: GD2SP, GR2SP, GD2LP, GR21_P, AR2SP, AR2LP, ED2SP, ED21_P, 4302, HDGC, 6202, SFC68, MFC68 Certification Agency Certificate ELI 72 k4 Q AC j_dtf T&12i f o Lcon rz ct and moorp_rqpof 12 ap&qjIgn pdf LL15279 R4(j CAC WLjLsLinq - j r i Lgr t ek- if Quality Assurance Contract Expiration Date 05/ 21/2028 Installation Instructions 1, 1_ 10 1 6E2.'.f,1-,Reyjj__.p Lf Verified By: Intertek Testing Services NA, Inc, Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Gal lery/Artistry/Expressions: 2" Double -skin Insulated FPS exterior skin 27 go. min.; interior skin 27 ga, min,) Single - Car ( LIP to 9'0" wide) WINDCODE8 W4 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ; No j aL5 M C_A_ -Le _n LUjarj0_)rp_Qf Approved for use outside HVHZ; Yes of LnsDj(qnn_pdf Impact Resistant: No ,1_5279R4 _C Design Pressure: +28 PSF/-29 PSF Quality Assurance Contract Expiration Date Other; The standard glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions http:// ww,A,.Iloridabuilding.org/pr/pr--app_dtl,aspx?parm-n=wGEVXQwtDqv3yVVKJZ1Q,.. 11/10/2016 Florida Building Code Online DOES NOT meet the impact resistant requirement for windborne debris regions. Verified by: Intertek Testing Services NA, Inc, Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.10 010 W4-09 DSIU-1FI71: 9200, Double -skin Insulated PUR (exterior skin 27 ga. min.; 9201, 9203, HDP20, i-IDPF20, I interior skin 27 ga. min.) Single -Car (up to 900" wide) HDPL20, 7200, 7201, 7203, 8200, 1 WINDCODE& W4 Garage DoorN01,8203 if Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +28 PSF/-29 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). Certification Agency Certificate M1,5Z79- _P4 CAC, Letter ALt hmf of m_ntoL_a_ntJ_pip_ff` atirtg_ ln oa rltp.KPq Quality Assurance Contract Expiration Date 05/21/ 2028 Installation Instructions EIJI tv- 0-Alf Verified by: Intertek Testing Services NA, Inc, Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.11 011 W4-09 DSIUO-11<479: Canyon Double Skin Insulated PUR (exterior skin 27 go, min.; Ridge/Brookstone interior skin 27ga. min,) with Overlay Single -Car (up to 9'0' wide) WINDCODE6 W4 Garage Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ; Yes Impact Resistant: N/A Design Pressure: + 28 PSF/-29 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions ( ref 1609.1.4 FBC). Certification Agency Certificate 2_"D' Q_c nov-DUff LL152-/q RA_L Q LC \L4 LVLiFLq [Lijefttlk of P_ Quality AssuranceContract Expiration Date 05/21/2028 Installation Instructions LLLU73 R4 JL_ 1944S vO f Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.12 012 W4-09 PAN-2FI51: 73, 'Ido' 1 Steel Pan (min. 25 go.) Single -Car (Lip to 9'0" wide) 75, 190, 84A, 94, 76, 42, 48, 55, WINOCODE@ W4 Garage Door 42B,48B,55S, 4RST,6RST,4l1S C 6RSF, 2RST, GD5S, GD5! 'RSS GR5SV, AR5S, AR5SV, El ED5SV Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25 PSF/-32 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions, 15279,13 013 W4-09 PAN-21`441: G4S, GS4, Gat, GL4, GD4S, GD4L, GR4S, GR4L, G4SV, G54V, G4LV, GL4V, GD4SV, GD4LV, GR4SV, GR4LV, E41S, E4L, ED4S, ED4L, E4SV, E4LV, ED4SV, ED4LV, SS4, SL4, AMS, AR4L, SS4V, SL4V, AR4SV, AR4LV Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure; +25 PSF/-32 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions, 15279.14 014 W4-09 SPO-2F449: Grand Harbor, Stone Manor Certification Agency Certificate LL 152;_1 P4 6C_Le aCp=withoaf of cnErgnd. p gL of LU_U_72__.R4 C QK_A-Ij )g jeLt f j§JiL _L __qL.kgLQualityAssuranceContractExpirationDate 05/21/2028 Installation Instructions 17-LI _!z_ 2 -M- E-4-D-10-0 159 -B -B_tv_1_!5__pAf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Gallery/Artistry/Expressions: Steel Pan ( min. 24 ga,) Single - Car (up to 9'0' wide) WINDCODE& W4 Garage Door Certification Agency Certificate of n_ sptt:jjon pOf Quality Assurance ContractExpiration Date 05/21/2028 Installation Instructions ELL5279 BA JL 86_-D-_ FS_tyr0aD_0f Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Steel Pan (min. 24 ga.) with Overlay Single -Car (up to 9'0"wide) WINDCODES W4 Garage Door http://www.floridabuilding,orglprlpj-_app_ dtl,aspx'?parani=wGEVXQwtDqv3yVVKJZIQ... 11/10/2016 Florida Building Code Online Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure; +25 PSF/-32 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609,1.4 FBC), 15279A5 1 015 W4-16 DSIE-1F171: 4300, 4301, 4310, 4400, 4401, HOG, HDGL, HDGF, 66, 66G, 67, 67G, 68, SP200, SF200, SE200, 6200, 6201,6203 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25.5 PSF/-25.5 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. 15279.16 016 W4-16 DSIE-11`471: GD2SP, GR2SP, GD2LP, GR21LP, AR2SP, AR2LP, ED2SP, ED2LP, 4302, HDGC, 6202, SFC68, MFC68 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant; No Design Pressure: +25.5 PSF/-25.5 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions, 15279.17 017 W4-16 DSIFO-1F479: Coachman/Settlers/Affinity Limits of Use Approved for use in HVHZ, No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +25 PSF/-25 PSF Other; The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the oripact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1,4 FBC). 15279.18 018 W4-16 DSIU-IF171: 9200, 9201, 9203, HDP20, HDPF20, HDPL20, 7200, 7201, 7203, 8200, 820118203 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant; N/A Design Pressure: +25.5 PSF/-25.5 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1,4 FBC), Certification Agency Certificate FLIU-7 of of inspeg ion cif El R4_(-_CAC, 1A14 l_i,;jm1n1ttrtek_pdf Quality Assurance Contract Expiration Date 05/ 21/2028 Installation Instructions LFLLLI, 7 10n54Q-Rey ff Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 2" Double -skin Insulated EPS (exterior skin 27 ga. min,; interior skin 27 ga. min.) Double -Car (97' to 16'0" wide) WINDCODES W4 Garage Door Certification Agency Certificate Leltg_ rwALProf o_fmnlrp_SAE1t_-tA_pLQ9_f of_ tgisagI:tion pdf fLI5279 R,! C_ A(' W4 isLiqgL Quality Assurance Contract Expiration Date 05/ 21/2028 Installation Instructions LLjaZ72_ E LjL ')IAaL:.5-_pev f Verified by; Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Gallery/ Artistry/Expressions: 2" Double -skin Insulated EPS exterior skin 27 ga, min.; interior skin 27 go. min.) Double - Car ( 97' up to 16'0" wide) WINDCODE@ W4 Garage Door Certification Agency Certificate 2f ILW ML iQpgfnf _ _ FL152Z9 )SffQuality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FIn15_ 279 r^ 4 11 10 03 )cLf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by ',independent Third Party: Double Skin Insulated EPS (exterior skin 27 ga. min,; interior skin 27ga, turn.) with Overlay Double -Car (up to 16'0" wide) WINDCODE@ W4 Garage Door Certification Agency Certificate 1' 5219 _R4 • c CA., L -etter vj1L_P_r2g_f -of =lLaqmd_argot of ins(rgtign, pd,f Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions f Verified By: Intertek Testing Services NA, Inc, Created by Independent Third Party: Evaluation Reports Created by Independent Third Patty: Double -skin Insulated FUR (exterior skin 27 ga, min.; interior skin 27 go, min.) Double -Car (97' to 16'0" wide) WINDCODE@ W4 Garage Door Certification Agency Certificate U , _uR 4_ L ,,A er- h proaf_ of L n rac and urQgf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL_ 15,?Zq Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: htip:H,AAN v.floridabuilding.org/l)r/pi"_app_dtl.aspx'?para,m=wGEVXQ,AqDqv3N,VVKJZIQ... 11/10/2016 Florida. Building Code {online 15279.19 019 W4-16 DSIUO-1K479: Canyon I Double Skin insulated PUR (exterior skin 27 ga. min.; Ridge/6rookstone interior skin 27ga. ruin.) with Overlay Double -Car (9`2" to 1.6'0" wide) WINDCODE(R-0 W4 Garage Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design pressure: +25.5 PSF/-25.5 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609,1.4 FBC). 15279.20 020 W4-16 PAN-21`153: 73, 1500, 75, 190, 84A, 94, 42, 48, 55, 4RST, 6RST, 4RSF, 6RSF, GD5S, GDSSV, GR5S, GR5SV, AR5S, J AR5SV, ED5S, ED5SV Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design pressure: + 24 PSF/-24.5 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. Go to Page = Certification Agency Certificate FL15? l4. R4_, C AG_ et7er _Vitt - of of congAQ! gnd foot c1f in,gee i r. E FLi 5279 RR47_NG_ M4 Listing 1r tertek d€ Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions F l Rt IA ]Q44S7-Rev02.prif Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0" wide) W;NDCODE@ W4 Garage Door Certification Agency Certificate FC 15t759' R1 ...m_ A eitgr_wiCh..ro_ f,gorl.S.pt d_ 4 f fin a1:St,ISin 4.f FL1SI7 .R4 F7 V ,L_5Ln tertek pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL11127n R4 IS S.Q1711:_P,-Rev1 -Pd-ff Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Clack Next 40 0 Page 1 / 8 nta qy::e L n T II h = ?uEaa?-ksa4 The State of Florida Is an AA/EEO employer. , ri h 2 - 7- W $ti[e of dffrig«,..:: privacy 5t,afa ,arch :: At=115,,, Ilit[K,, [rZgg :: g f an rrfgnS Under Florida law, email addresses are public records, If you do not want your .—it address released in response to a pubbc-records request, do not send electronic mail to this entity. instead, contact the ofTice 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 emery 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 he made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click jLtri, . Product Approval Accepts: 2 ,._ ,7n CsfedA Card safe http://w -ur.floridabuiIding.org/pr/pr_app_dtl.aspx?param=a/GEV QN tDgv3vVVKJZlQ... 11i10/2016 SHEET I OF 2 OFT*NAL GLAZWG MAY BE STANakRD OR NPACT RESISTANT GLAZiNG. SEE SECTION S-8 FOR DETAILS. MAX. STANDARD SIZE iS 42-1/2'X16*. IMPACT RESISTANT GLA2WG iS 2—L J.E=t c L-- A W51}1f - le,I— kamfz SEE SHEET TWO FOR IMPACT RESISTANT CONSTRUCTION DETAIL 'A" AND STANDARD CONSTRUCT DETAIL "B'; TRACK AND JAMB DETAILS. m" ENGWEER: MARK WESMRREID, OFUDA P.E. J48425. P.E. 123832, SAS P.E. 191513 rATF I MSCPWTMN 107 [Ama Dmmm WHm' cow-h'm T— ADDOMIN 423, 488, !ii aassnuv ' I'u` soma me SHIP LAP JOINT& - LWKCD__ TA&-E FOR AS 7-O- wA7T REsSTANT . hQH- A-A-MDE--1DQYL 20 TALL GA. GALV. STEEL MIN. YEILD STRENGTH: 50 KS! 2^ THICK 3' 1-- 7;87 T I 12 GA, GALV. STEEL TOP ROLLER BRACKET. EACH BRACKET ATTACHED w/(4) , 14. 5/8 . SHEET METAL SCR- S it DERSay POLYSrfRENE FOAM INSULATION 1 _ 5"16. TRICK WrFH 'ANYL FLQRCELL SACKER ( INSULATED MODELS ONLY) 25 Ilk RIN ' GALV' STEEL SKIN WITH A RAKED -ON PRIMER, AND A BAKED-ONPOLYESTER Top COAT APPLE EDTo B OTHELSIDESOFSTESKIN. 0 Non MPC: PANp- 2F153 010pay ItkTE& 1/3/97 8585 DUKE KVV- ,,, S, Building ProductsMASON, OH 45040 JAC zt -- -, mp., GrPosatrWi m mww 14 Qk CALV. ROLLER HINGS EACH HiNGE FASTENED TO END STILES WITH ( 4) J14.5/8- SHEET METAL SCREWS AND (4) 1/4 '. 3/4' SELF TAPPINGRE SCREWS. SEEVIEW 'S'. 3' TALL . 20 CA- GA-. STEEL U-BARS IN A 2- 1-2-1 PATTERN (I _ E, TWO U-BARS ON BOTTOM SECTION, ONE U-BAR ON AIE)(T SECTION, --). EACH U-BAR ATTACHED w(m ( 2) 1/4-.3/4- SELF TAPPING SCREWS PER STILE LOCATION. 13 CA GALV. STEEL BOTTOM BRACKET. ATTACHED WITH ( 2) 014.5/5 . SHEET METAL SCREWS. ALUMINUM EXTRUSION ANYL WEATHERSTRR- DES" LOADS: + 24.0 PSF & -24.5 PST TEST LOADS: + 36.0 PSF & -37.0 PSF TUZ-T KAX —M = IBIII-w A CLASSIC AND CH RP STEEL PAN DOUBLE -CAR, 16'W +24/-24.5 PSF B-j— wmmk --MC- 101711 lP M 7'&° 17- M— M MWE,—M IMPACT RESWANT ASSEMBLY DETAILS DRAWING 10 171 1 -A STANDARD ASSEMBLY CIETAtLS DRAWING 1 0171 1-13 LLCL12LB TAM .2 SEMBLt&Ce lcraU^T ; ve a'wmx W y w MZ M'.a THE WiGT Qa TRIC 4. /A. ABOVE THE DOOR OPEN" T AFFECT THE LOAD PATNG OF THIS DOOR. mat tJSIEA CM THE OPYPJYi. m UIR TOP EIRACKFT 2- GLV. StEA rRFtX. T w, DES{GN LOADS: +24,0 PSF & 324.5 PSFTESTLOADS:+36.0 PSF & —3 .O PSF Florida B1,111dinc, Code Online I'a(,e I of'5 4— U, BCIS Hot— -.9 D, U— Reg"VaO." Nat Topics Submit S.,O—g, silts & facts Pubi—t-11 FBC Start BCIS Site Map Links sawd, dbprPr.rl"plgriavzil b L,,,,, —0 n —il- sL- zi ?...motIt s > Ai, t I A PP I ieation @eta it FL # H-15217-R4 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsittinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Evaluation Report frorn a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Luis Roberto Lomas the Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation & Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By Steven M. Unch, PE Validation Checklist - Hardcopy Received Certificate of Independence R-152 7 R4 F Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 51dnA YVAT AAMA/WDMA ' /CSA 101/l.S.2/A440 2005 AAMA/WDMA/CSA 101/L,S.2/A440 2008 ASTM E1886 2005 ASTM E1996 2002 ASTM E1996 2005 ASTM E330 2002 littp:lll\vww.floridabuilding.or(,Ilpr,'pr_app_dti.aspx'?paraiii=wGEVXQwtDqv')yVVKJZIQR... 6/8/2017 Florida 131-lilding Cade Online Page, 2 af' S Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of products Go to Page w FL # 1 Model, Number or flame a — 15217.1 1 SERIES 5500 PVC SH Method 1 Option D 06/25/2015 06/30/2015 07/061/2015 08/19/2015 Page 1 / 2 Description SERIES 5500 PVC SH TWIN NI CONTINUOUS HEAD AND SILL 84X84 Limits of Use 1 Installation Instructions Approved for use in HVHZ: No LL >2.14 Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No i Created by Independent Third Party: Yes Design pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN ?.?.. e2<«t A,p f PRESSURE RATINGS. Created by Independent Third Party: Yes 15217.2 SERIES 5500 PVC SH I SERIES 5500 PVC SH NI 42X84 Limits of Use Installation Instructions Approved for use in HVHZ: No ?R-. h. t '.fir f Approved for use outside HVHZ: Yes 1, Verified By: Luis Roberta Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design pressure: NIA Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Irza,x PRESSURE RATINGS. Created by Independent Third Party: Yes 15217.3 1 SERIES 5500 PVC SH 1 SERIES 5500 PVC SH NI 4SX72 Limits of Use Installation Instructions Approved for use in HVHZ: No IF zl i R4 11 r u .7a9 pd Approved for use outside HVHZ: Yes Verified By Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN t 2 _ r _ .. E mod_,`" PRESSURE RATINGS. Created by Independent Third Party: Yes 15217.4 I SERIES GA 195 ALUMINUM SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS 15217.5 I SERIES GA 195 ALUMINUM SH SERIES GA 195 ALUMINUM SH NI 44X84 Installation Instructions Ftt ,2 Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports F 1,1 5jC Created by Independent Third Party: Yes SERIES GA 195 ALUMINUM SH NI 54X72 Limits of Use Installation Instructions Approved for use in HVHZ: Na r 2? K_, L; .•=1f Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN2,_. t ,Li PRESSURE RATINGS Created by Independent Third Party: Yes 15217.6 SERIES GA 195 ALUMINUM SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design pressure: NIA Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS. 15217.7 SERIES GA 195 ALUMINUM SH Limits of Use Approved for use in HVHZ: No SERIES GA 195 ALUMINUM SH NI 44X84 Installation Instructions Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes SERIES GA 195 ALUMINUM SH NI 54X72 Installation Instructions littpalwww.ffaridabuildins,.arglfir.,'pr'`_app_dti.aspxparam=NNCGEVXQ N,-tDq 3vVVKJZI QR... 61/8f2017 Florida Building Code Online Page 3 clip I Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS. LU 521 —11— (if Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports LL1_521 7 RA, AE_ '' 1. 7o/L Sif Created by Independent Third Party: Yes 15217.8 SERIES GA 195 ALUMINUM TRIPLE SERIES CA 195 ALUMINUM TRIPLE SH NI CONTINUOUS SH HEAD AND SILL 108X72 NON IMPACT Limits of Use Installation Instructions Approved for use in HVHZ: No f Approved for use outside HVHZ: Yes Verified By: LUIS ROBERTO LOMAS 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN 1 L;_L, _S 2 17 R, I A E _1 1 PRESSURE RATINGS. j Created by Independent Third Party: Yes 15217.9 i SERIES GA 195 ALUMINUM TWIN 1 SERIES GA 195 ALUMINUM TWIN SH NI CONTINUOUS HEAD SH AND SILL 88 1/8X72 Limits of Use Installation Instructions Approved for use in HVHZ. Na Approved for use outside HVHZ: Yes 112--p t Impact Resistant: No verified By: Lots Roberto Lomas 62514 Design Pressure: N/A Created by Independent Third Party: Yes Other; REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports PRESSURE RATINGS. U —1-5ZL LIJEALAL 11 t l Created by Independent Third Party: Yes 15217,10 SERIES GA 195 ALUMINUM TWIN 1 SERIES CA 195 ALUMINUM TWIN SH NI CONTINUOUS HEAD SH AND SILL 105 3/8X71 Limits of Use Approved for use in HVHZ; No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS. 15217.11 1 SERIES CA 275 THERMALLY BROKEN ALUMINUM SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS, 15217.12 SERIES CA 275 THERMALLY BROKEN ALUMINUM SH Installation Instructions LIU— EA la12S[ 2—) H ' 5 11 -, P,"1_1 Q 8 - u "o) 1 f Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes SERIES CA 275 THERMALLY BROKEN ALUMINUM TILT SH NI 48X72 Installation Instructions P 4 i 1 018- d1f Verified BY: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports AL 1311,-,,l Created by Independent Third Party: Yes SERIES CA 275 THERMALLY BROKEN ALUMINUM SH NI 55 1/8X90 5/8 Limits of Use 1 Installation Instructions Approved for use in HVHZ: Na 7 1u LQ --- Approved for use outside HVHZ; Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN 1: 1521 PRESSURE RATINGS. Created by Independent Third Party: Yes 15217.13 1 SERIES CA 275 THERMALLY 'SERIES GA 275 THERMALLY BROKEN ALUMINUM Sri NI BROKEN ALUMINUM SH I 48X84 Limits of Use 1 Installation Instructions Approved for use in HVHZ: No E, 7 P 4 - - " 7 1 Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN I 51—F PRESSURE RATINGS. i Created by Independent Third Party: Yes 15217.1.4 1 SERIES GA 275 THERMALLY 113ROKEN ALUMINUM SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A SERIES CA 275 THERMALLY BROKEN ALUMINUM SH NI 36X60 FINLESS Installation Instructions Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports http:,//www,floridabuildin,,,or,,'pr/pr app dtl.aspx'?param=,,\tGEVXQwtDqv3yVVKJZIQR... 6/8/2017 Florida Building Code Online Page 4 o1'5Z: Other; REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS, Created by Independent Third Party: Yes 15217,15 SERIES CA 275 THERMALLY i SERIES GA 275 THERMALLY BROKEN ALUMINUM SH NI BROKEN ALUMINUM SH 1 48X72 FINLESS Limits of Use 1 Installation Instructions Approved for use in HVHZ: No 08 -02 Approved for use outside HVHZ: Yes Van fed By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other; REFER TO APPROVAL DOCUMENT FOR DESIGN ELI-a'11-7---EA-M-'-L— fl(L PRESSURE RATINGS. i Created by Independent Third Patty: Yes 15217.16 SERIES GA 275 THERMALLY SERIES GA 275 THERMALLY BROKEN ALUMINUM SH NI BROKEN ALUMINUM Sri 48X84 FINLESS Limits of Use Installation instructions Approved for use in HVHZ: No Lai, Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other; REFER TO APPROVAL DOCUMENT FOR DESIGN D PRESSURE RATINGS, Created by Independent Third Party: Yes 15217.17 SERIES GA 275 THERMALLY BROKEN ALUMINUM TWIN SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant; No Design Pressure; N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS, 15217,18 1 SERIES GA 505 ALUMINUM SH SERIES CIA 275 THERMALLY BROKEN ALUMINUM TILT TWIN SH NI 88 1/2X72 Installation Instructions rl L-17 -LIAJL-L ALE9 Verified By: Luis Roberto Lomas 62514 Created by Independent Third Patty: Yes Evaluation Reports L"u" 7 - P i- —,- L-ILLLI-1 j--1-P(L1- Created by Independent Third Party: Yes SERIES GA 505 ALUMINUM SH NI 44X84 FINLESS Limits of Use Installation instructions Approved for use in HVHZ: No F[ P4_'l. 08-0,';2 Approved for use outside HVHZ: Yes Verified by: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLI',217 P A F Ui 12,(,Ll PRESSURE RATINGS. Created by Independent Third Party: Yes 15217,19 ( SERIES CA 505 ALUMINUM SH 1i SERIES GA 505 ALUMINUM SH NI 52 1/8X95 112 FINLESS Limits of Use Installation Instructions Approved for use in HVHZ. No i -1-1-1 "IjL7 -'-Z -- , , — T —!0 8if'11.11 I "Lsl Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No i Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS. Created by Independent Third Party: YesI 15217,20 SERIES CA 505 ALUMINUM SH SERIES CA 505 ALUMINUM SH NI 53 1112X71 112 FINLESS Limits of Use Installation Instructions Approved for use in HVHZ. No eLj 111121 7,_RILii 111LI)LAI - - Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS. I Created by Independent Third Party: Yes Go to Page Such: E-11-11-1j, 4) 0 Pagel/2 0 0 Q r :: Z Rhare4 -4 >- '4 The Star, ofFlorida AA,'IFE0 employer. -Ls—f fbeAL :: Euv-tC''Statement : "."'Jhq stat"'ot :: B-'-ru-e-It-4Ltmt, I Under Florida la., annad addresses we Public records. It you (to not want your hriad add—, released in response to a but-Ilk--irds request, d. r,.I send electronic ry,zhi to this entity. Instead, Contact the office b, phone or by traditional mail. If you have any questions, Please contact 850A87.1395' "Pursuant to Seaton 455-175( 11 ), Florida Statutes, effective October 1, 2012, licensees k-e-,,ri under Chapter 455, F.S. must providf, the Department with an email address if th,ty have one. Nbe en,afls provided may no used for official comm.. nIcation oith IN, ljcehsee, However email addresses are public record. If you do ,of wish to supply a pe— nal edd,o-,,, please provide the Darart,,—f with an oil address which can he Wade available to the public, 10 dor--nin-f you — e, kon— rinds, Chapter 455, F, S., please ,Fick jjte,_, Product Approval Accepts; j 0 Ed M http:l',l\ N,ww.tlot-idabuilding.ot'&,""prlpr—app_dti.aspx?pat-ani---,AtGEVXQxA,tDqv-')yVVKJZ I QR... 61/8/2017 Florida Building Code Online P'a-,e 5 of 5 Credit Card Safe http:,,`/wN,w.floridahuildiiig.orglprlpr_app_dtl.aspx?parani=wGEVXQwtDgv3yVVKJZI QR... 6/8I2017 Roberto Lomas /E, 233w,wiuiuS/ Dami\4Vx24*4l 434-688-0609 Manufacturer: YllWindows and Doors LKC l801W. Crosby III). Carrollton, 1FX75006 Product Line: Series GA 195 Aluminum SH Window — Non -impact Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Business and Professional Regulation for Statewide Acceptance per Rule 61 G20-3.005 method 1 (d). The product listed herein complies with requirements ofthe Florida Building Code, Supporting Technical Documentation: 1 Approval document: drawing number 08-01217.Revision B.and drawing number 08-01218.Revision B. pmpmnsd. signed and sealed by Luis Roberto Lomas P,E Z Test report No.:CCL|-11'O2|signed byWesley Wilson Construction Consulting Laboratory International, Carrollton, TX AAMA/WDMA/CS& 101/|S26A44O'05 Design pressure: +472/- 5&Opuy Water penetration resistance: O.0pmf(per gateway, report CCLI-13-157) 3. Anchor calculations, report number 5117S14 and comparative analysis report number G117g1'2.prepared, signed and sealed hyLuis Roberto Lomas P.E. Maximum design pressure: Refer 0oinstallation drawing. Maximum unit size: 54^ x72^ Units must beglazed per ASTME13OO- 04. This product isnot rated tubeused inthe HVHZ. This product is not impact resistant and requires impact protection in wind borne debris regions. Frame material tobeAluminum 6003-T5, Installation: Units must be installed in accordance with approval document, 08-01217, Revision B and 08-01218, Revision B. Certification of Independence: Please note that | don't have nor will acquire afinancial interest inany company manufacturing or distributing the prodUCt(S) for which this report is being issued, Also. I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). 1of1 iI IIHE PRODUCT SHOWN HEREIN !S DESICNED AND MANUFAr—C RED 70 COMPLY WITH REQUIREMENT'S OF THE FLORIDA BUILDING CODE. 2, AVON FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED 70 PROPERLY lRANOFER ALL LOADS TO ISTRUCTLRF -, FRAMING AND MASONRY OPENING IS THE - RESPONSIBILITY OF THE ARCF- FF;r OR FN:EP OF RECORDINEE 3 IX BUCK OVER MASONRY/CONCRETE 15 OPTiONA!, 4 WH_,RE SHINII OR BUCK THICKNTSS IS LESS THAN 1-112" WINDOW UNITS MUST BE. ANCHORED JI-IROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED NSTA[LATTON INSTRUCTIONS. ANC14ORS SHALT_ RE SECURilY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER URAL SUBSTRAT: MAILRIA1, 5 WFPI WOOD BOCK CRNFSS IS 1-112" OR GREATFIR,, F ICK SIF-All BE SItCUR LiY TA5_ jfNED TO MASONRY, CONT`RF-,lF OR —HER STRliCTiRAi Si BSTRATF WINDOW UNITS MAY BI- ANCHORED THROUGH 'FRAME To SECJRED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER' S PUBLISHED INS'ALLAPTON INS]RUCTIONS, 6, WHE-RE IX BUCK lIS NOT USED DISSIMILAR MATERIALS MO-17 BE SEPARATI;F), WITH APPROVER r, OAT NO DR VFMBRANE SELIICTON 'COAIIND vR -NIBRANE IS 1HE RESPONS,9:Ll— OF LIT ARC' jjECT OR ING,NFER OF RECORD 7 911 CKS SHAD EXTEND BEYOND WINDOW IE`iIRiGR FACE SO THAT FU;-L F RANT SUPPORT IS PROVIDED. 8, SHIMS SHAD BE LOCATED, APPLIED AND MADE FROM MA U AWLS AND THICKNESS CAPABI F OF SUSTAINING APPLICABLE 0 DS. LA 9W NO LOAD DUPAT:ON , FACTOR Cd=1,6 WAS JSFD FOR WOOD ANCHOR CA C , TONS 10, FRAMF MATFRA! - , AUUM,NUM 6063-T5. 11, UN TO MUST BE GLAZED PER ASTIN E1300 04, 12, APPROVED IMPACT PROTECTIVE SYSTEM LJ5_R JHREDFORTHIS PRODUCT iN WIND BORNF Q DFIDPIS REGIONS. 13, FOR ANCHORING THROUGH FRAVr, INTO WOOD R.AMiNr, OR 2X BUCK JS!#8 WOOD SCREWS W,7H SuF,PCIENT FN GT_ TO AiEVE A 1 1 VINiMI)II. EIIABEDNI NH 4" INTO S ,UBSTRATELOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS 14, FOR ANCHORING THROUGH - IRAN- INTO MASONRY/CONCRET, USE 3/16" JAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 112" MINIMUM EDGE DISTANCE, LOCATE ANCHORS AS SHOWN IN E!_FVATIONS AND INSTALLATION DETANLS R E 4 NIQ 14S 6EVK1,P ",ON C, REVISFD NAMF i0/15/ 1 R I REVISED INSTALLATION DETAILS 5 5/04/15 H.L. 1 '). FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #8 SYS OR SEJ DRjITLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS WNWUM BEYOND S-D.UC`ft)OT INTERIOR WAtt, LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INS LtATION DETAILS. TA 16, ALL FASTENERSTO BE CORROSION RESISTANT. 17, INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INS'Alu_ ATION NS-RUCTJONS AND ANCHORS SHALL N07 BE US'D IN SiTBSTRA7_FS WITH STRENCTHS LESS TIFE MINIMUM S_lRENGT-l SP-C!FiFD BF -ON A, WOOD MINIMUM SPECIFIC GRAVITY OF G=0,42 B. CONCRETE MINIMUM COMPRESSIVE STRfNG7H OF 3,192 PSI C. MASONRY STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE t (OR GREATER}. D. METAL SI-RiCTURE: SOIL 15GA, 33KSI OR ALUMINUM 6063--T,,_) I /R" THICK MINIMUM MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD, CARROLLTON TEXAS 75006 TAJDLE OT CONTENIS SERIES GA 195 RECTANGULAR SH WINDOW 54" X 72" NON - IMPACT DESCpjpT 1; ON NOTES NOTES FLEVAPON AND CHARTS N' STALLAOON DETAHS DRAWN c; NO F. A. 08 -01 217 s"` INTS 1""' 02/ 17/201 OF 5 SIGNED: 06103,2015 54" MAX FRAM, 6" MAX 1_12" MAX 0,,-, MAX 6" MAX f T- -1 6" MAX o' J 72 MAX AVE HEICHT 6- MAX ELEVATION V,fEWED)ER6MlEVT&I0l? DESIGN PRESSURE RATING IMPACT PA NNG 47,21-50.OPSF NONE ANCHORS TO BE EQUAItY SPA ED SEF ANCHOR CriAJR-,Cl FOR REQU RED NU M P, E P Q ANCHORS REIV15K)Ns clFs(:llP-ol P.ViSF) NAME- RIVT NSTALATION DFWES Fame width 0") sight 19,TT T- 26 w 30,50 3T00 52,13 54.00 I, 6,, o P- 600 N. 9 75, 0 P- 60, 0 Ng 50 P- 60. 0 N. 9 I 750 1 P. s 60, 0 N g 75, 1 PI 60,0 N.9 75,0 Pas 22 1 I N. 9 1 ;1: 2 3,,,,8 60,0 75,0 60,0 75,0 50X 75,0 1 60,0 75,0 60,0 750 1,, 5 75.0 50.63 54.63 2,00 60 IJ 600 60 750 P5 0 750 60, 0 600 60, 0 75,0 750 750 60, 0 50,0 150,0 75,04 75,0750jj 60,0 50,0 60A 75 0 75,0 0 75 060,0 582 53_ i 57 53,1 64,9 61,7 I STI 55,, 51 3 47,2 58,8 54,3 0 17 5EO E 7 50 d 52 7 50.0 Ail WINDOWS AND DOORS LLC 1001 W. CROSBY RD. CARROLLTON TEXAS 75006 SERIES GA 195 RECTANGULAR SH WINDOW 54" X 72" NON -IMPACT ELEVATION AND CHARTS DRAWN, F. A. 08-01217 NTS 1"" F 02/17/2011 2 OF 5 L SIGNED: 0610312015 LID 0 5 Ix TAT OF ZOR'D B X/ A/ 111111, XX 01I 7/ 1 6" MIN, EDGE D ,TANCF WOOD FRAMjRG OR 2X HUCK BY OT %-RS BACKER ROD u AP="ROVF..D S=At ANT 1 1/4" MIN. EMBEDMENT' ri 1 /4" MAX. SHIM `:;PACE-- i I , i EXTERIOR V Sy INTERIOR SILL TO BE SET N A aF OF1 JA "CcR R,.;D r APP4 40V_D i i "T') '' 1 I rPPP, Jam SEAM! JTSEALANT WO' FRAMING OR 2X BUCK 1/4,. MAX BY OTHERS SHW SPACE VERTICAL CROSS SECTION U 000 FS3AMlNG OR 2X Bt/CK INSTALL A710N NoTES I INTERIOR AND EXTERIOR FWN SHES. BY OTHERS. NOT SHOWN FOR CLARITY 2- PEFUME TER AND JOINT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WITH AS I M E2112 7 7/4" MIN. KIBEDMENT 7/16" MIN. E ,E D!STAtNCE. SCREW WOOD ERAU.NG OR 2X BUCK BY OTHERS RE /'S0r6 c: scaivnor. RFVISED NAW REVISER INSTALLATION DF7AILS 4" MAX. SHIM SPACE j, INTERIOR EXTERIOR ACELR ROD APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS PLC 1001 W. CROSBY RD, CARROLLTON TEXAS 75006 SERIES GA 195 RECTANGULAR SH WINDOW 54" X 72" NON—JMPACT INSTALLATION DETAILS f. A. 08-01 217 71aE NTS o-a,E 'J2/17J2011 sage 3 OF S DATE ( AF''PRCVEp t i/'5/1 05/ 04/15 R SIGNED: 0610312015 T1F, I i ILt J . q 5i4T Ta: B Kf177 r"'tAIW\NNNX 5/8" VIN EDGE DISTANCE f Ile C' VAX SH,El 3"Ar STRUCTURE By OFHERS APPROVED SEALAN7 F' sms oR JRJ L,[NSFF S C REIN l iL L p 1L EXTERIOR O INTERIOR L BACK''=R ROD APPROVF-1 SEALANT VI 'All BY GTiEPQ VERTICAL CROSS SECTION METALSTRUCTURE INSTALLATION NOTES I INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY 2, PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH AS I E2112 L 10 BE SET A BED OF PROVED ALA N T MAX, 5 "' A C E PE.' so's D111 T PRQI,'FD MrVISEED NAME 10/15/1 R REVISED N1,TA:!ATiON DF710 i R L. 1/ 4" VAX SHIM SPACE 8 VED's OR INTERIOR Sp I F DRjLUNG SCRFV- WN, EDGE DiSTANCE EXTERIOR V F TAL BACKU,' ROD STRUCTURE APPROVED BY 07HEF6 SEIPANT JAMB INSTALLATION DETAIL METAL STRI TORE INSTALLATION SIGNED: 0610Y2015 Ml WINDOWS AND DOORS LLC 1001 W. CROSBY RD. CARROLLTON TEXAS 75006 Z- A, SERIES GA 195 RECTANGULAR SH WINDOW 2z 0-8-25 54" X 72" NON -IMPACT INSTALLATION DETAILS OF ^a45i DRAWN I W, NO F. A. 08-01 21 7 OF 5 7c7LENTSIW: 02/17/2011 IN CONCRETE/MASONRY BY OTHERS OP7iQNAL !X BUCK SS F NOTES 3 — 7 SHEET" I BACKFR ROD A"PROV—D SEAANT BACK ROD APPROVED SEALANT OsOVALIX EIu ', K SEE NOTE 3 7 SHEET 11 CONCRETE/MASONRY BY 0- 111ERS 2 1/ 2" MIN. EDGF DSTANCE- 1 4 1/ 4" WIN EMBEDMENT T 1/ 4', MAX. SHiMl SlAcl, 3/'W' TAP((',N W -- r jr ,, Lrudl INTERIOR VERTICAL CROSS SECTION FONCRE TF) VASMVRY iNSTALLA TION TO BE SET BED OF ROVED SI: Ai,ANT MAX. S' A, CF. RPASONS DF, S ITIDN REVJSTD NAVY REVISED 7NSTALtATiON DETAILS 1 1/ 4" MIN 1/4" VAX, REDYIEN T SHV SPA F OPfjQNAL IX BUCK S[F NOTES 3 7 INTERIOR 3/ 16" TAPCON D1, d 2 MIN EDGE DISTANCE EXTERIOR E3ACKT-, R ROD APPROVED SFAANT CONCRETE/ MASONRY BY OTHERS JAMB INSTALLATION DETAIL INSTALLATION NOTES 1, INTERIOR AND EXTERIOR FINISHES. BYOFHERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD. CARROLLTON TEXAS 75006 SERIES GA 195 RECTANGULAR SH WINDOW 54" X 72" NON —IMPACT INSTALLATION DETAILS DRAWN F , A. 08-01217 ALe NTS 02/17/2011 5 OF 5 DATE AlPROIED 10/15/ 13 R 05/04/ 15 P L SIGNED: 0610312015 Tf OF B, o TFS' 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURES TO COMPLY WITH PEOUIREVENUIS (IF DIJE Fj_ORIDA BLJ;!_D:NG CODE- 2. WOOD F,PAMl%G AND MASONRY OPLN:N, TO BDESIGNED -D I PRO ', E R y I l 11 AND ANCIFOREf To TRANSFER ALL LOADS TO STRUCTHRE FEARING AND MASONRY OPENING IS Hf RFSPONSIBILITY OF.THE ARCHITECT OR ENGNFFR OF RECORD. 3 IX BUCK OVER MASONRY/CONGR-TI7 IS r,,,7-,,(.NA[ 4 WHFRE SHWI OR BUCK 7HJO_KNFSS IS LESS THAN 1-1/2" WINDOW JNITS MUST BE ANC,IORED THROUGH THE FRAME IN ACCORDANCE WITH VANUF CTUREIR'S PUBLISHED A LINSTALLATIONNST RuCTIONS ANCHORS S-,A;-' BE SECURELY FASTENED DjRECT,_Y INTO MASONRY, CONCRETE OR, OTkit-R - S7R')f'71 RAL SUBSTRATE OA A7 E R I A L, 5. WHERE WOOD BUCK THICKNESS IS 1--1/2- OR GREATER, RUCK SHALL RE SECURELY I FASTENEDTO MASONRY, CONCRETE OR OTHER STRTJCTURAI SF.9STRATF WINDOW UN ;TS MAY B ANCHOR THPOUGH '-PAVE T 0 S F C Oj RE D WOOD BUCK IN ACCORDANCE F111;H MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6, WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST 8, SIPARATED WITH APPROVED COATING OR ' SEjFCTjON Of CICNF-:NO OR Dl-?DBRANE S THE RESPONS,3:I IT y OF 7 0 ENGIN'ER OF RECORD, HE ARCHITECTPL __ 7, BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT 15 PROVIDED. 8 SHINS SHALL BE _OCATED, APPLIED AND MADE FROM OAATER.IA_S AND THOKNESS, CAPABIIE DF SUSTAINING APPLICABLE' LOADS. P. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CAtCUI-ATIONS, 10, FRAME MATERIAL, ALUMINUM 60631-75, 11 )NITS MUST BE GLAZED PER ASTM E1300-04, 12 APPROVED IMPACT PROTECIRFE SYSTEM IS RLQ4U_JP-D FOR THIS PRODUCT IN WIND BORNE D:"HR! s P"GIONS, 13 FOR ANCHOR NO THPOUGH FRAME INTO WOOD FRAVI!NC OR 2X BUCK 1 " OF #8 WOOD SCREWS NITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EVI3' I DAlFNT INTO AS S,_ v A-IO1 TION DETAILSE ANCHOR' HOWNONELENSANDNSTAULALOCATE_ URSTRAT' 14. OR ANCHOP C 'HROUGHrRAME : NTQ VASONRy/CQl,,CU?,,ET,- JSE 5/16" TAPC WITH SLJ,,-,' ICiENT LENGTH TO AC'HiFVF A 1 1/4" MINIMUM EA1BEDAIFNT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANI_'E. LOCAIF ANCHORS AS SHOWN IN FL EVATIUNS AND INSTALLATION DETAILS APIRQVF) REVISF-D NA} r. R, REVISED INSTALLAFION DF-TAII-S 05/ 104/15 R L 1 S, FOR ANCHORING THROUGH FPAM., F 'INTO METAL STRUCTURE. USE #8 SINS OR SELL DRILLING SCREWS WITH SUFFICIENT LFWSTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INT, DIOR WAL L [ OCATI-1 ANCHORS AS KHOWN IN El F,,/A- IONS AND INSTALLATION DETAILS 16 ALL FASTFNEPS TO RE CORROSJOIN RESISTANT 17, INSTALLATION ANCHORS SHALL BF INSTALLED IN ACCORDANCE WITH ANCHOR MANUI-ACTUPER'S INSTALLATION ANCHORS SHAL N07 8 LATION LNSTRUCJIONS AND % USED IN SUBSTRATESWHPEDBELOW. ST RENGTHS 1 F`S THAN -FF MINIMUM H S SIR' Nr,--ECoM I - I - A. WOOD - VINIMUFA SPECIFICGRAVITYOF G-0,42 B. CONCRETE MINIMUM COKI S71RENCIIII OF 3,192 PSI C. MASONRY STRENGTHCQN*ORIOAANCE TO ASTM C-90, GRACE N, TYPE 1 (OR GRFAT-R) D. ME-11AL STRUCTJPF STEEL 18GA, 33KSI OR ALLWNUIV 6063-15 1/8" THOR MINIMUM, ABIE OF CONI SHtp - DESCRIPTION N 2 ELFVATION AND CHARTS 5 INSTAL LATION DETAILS SIGNED: 0610312015 MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD, CARROLLTON TEXAS 75006 A's SERIES GA 195 DESIGNER SH WINDOW 0 51 54" X 72" NON -IMPACT 4.T AT NOTES OF z- I Al, 0, 08-01218 8 F, A, ONAL '' A' RITE sc-LENTSOT17/2011 Is" T1OF5fmlIFll\\A\ 6" VAX 6" VAX 16' MAX 72" VAX F PA V E 4- 6" MAX 54" MAX FHAM_ All,)TH- 12" MAX C.C. 1 _6" V",x ELEVATION VIEWED FROM EXTERIOR DESIGN PRESSURE RATING IMPACT RATING 4721-50.0PSF NUNL ANCHORS TO FIF DUAL I - Y ,SPACED SEE ANCHOR CHARTS FOR REQUIRED NUVK_R OF ANCPD)Rb REOS,ONS REV _') NAME RENGED INSTALLATION DFTAII,S glazed w', rGU V32--n—led 1p.f) 91 P11111111 "I air, I height 19.13 Pas Neg 26,50 Pas Meg 30,50 Pas Meg 3T00 Pas Neg 52,13 Pas Neg 54,00 Pos Neg 26,00 60,0 1 75,0 1 500 1 75,0 1 600 1 75 0 1 60.9 1 750 1 60.0 1 75,0 1 600 1 750 1 38.38 6010 75.0 600 75,0 60,0 75,0 60,0 750 533 53,3 53,3 1 53.3 50,63 60,0 75A 600 75,0 60,0 75.0 60,0 75A 1 535 53,5 515 53.5 54,63ik600 750 1 6r) 0 1 75,0 613 0 75.0 600 7Q053 4 53,4 534 53.4 62 00 AD 0 75A 1 60.0 1 75,0 600 750 60,0 1 708 5"1 51,1 1 483 1 483 72, 60,0 75A 1 600 1 75.0 80.0 719 60,0 1 61 6 42 9 429 r4 29 r4 29 in areas wnere waver resistance is requirea, posnve iresign pressure is umnea in -.v- Design p,e...res for —it. glazed with IGU 1/8"ariritaled jasf) Frame Height in) 19.13 Neg --r F_ 26,50 s, NegPu.TT T Frame, FMuth (h,;) 30, 50 1 37.00 Neg 52, 13 Tos I N.9 54, 00 P., Nag 26. 00 60,0 75,0 600 75,0 600 75,0 60,0 750 60,0 75.0 60,0 75,0 38, 38 60,0 75 0 60,0 75.0 600 750 600 750 600 750 600 75.0 50. 63 63 60, 0 6r_, 0 75D 75_ 0 600 600 75, 0 75, 0 65- 0 600 75. 0 750 1 60, 0 1 150, C) 750 75 IJ 600 582- 64, 9 61, 7 585 55. 5 61, 9 538 62. 00 DA 750 75.0 00 75.01 60,0 75,0 539 57A 51.3 54.3 6 00 75-0 00 0: j 75 0 L00 5] 600 7 5O 498 52.7 472 500 MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD. CARROLLTON TEXAS 75006 SERIES GA 195 DESIGNER SH WINDOW 54" X 72" NON -IMPACT ELEVATION AND CHARTS DRX811 - I IEV F. A. 08-01218 8 NT9 10"' 02/17/201 1 1 2 OF 5 cl FE APIRQVFD i 0V 15/ i 3 cl,,/ o 4/ 15 R 1- SIGNED: 061031,2015 9Xxltll IILI/ 51 TAT OF R' I rDGF rl';'S_,AN;'F WOOD [RAJI OR 2X RUCK By OTHERS BACKER ROD APPROVED SEALANT 1 1/4" MIN, EMBEDMENT 1/4" MAX. SHIM SPACE 8 WOOD szCppw 1 I Lo fI 2;' IL TEXTERIORI mo BA K_ A',: IS POD APPRDVED SEALANT WOOD FRAWNC OR 2X RUCK BY DTHFPS LL 70 B - SE A 8TD CF PJRD N MAX. SPACE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES 1, INTERIOR AND EXTERIOR FINISHES, 8 Y 0 T1 IERS, NOT SHOWN FOR CLART TY. 2 FERTME TER AND JOINT SEALANT BY OTHERS TO BE DESIGNS D IN ACCORDANCE WITH AS TAA E2112 RFV SVI) NAME REV;SFC INS TALLA: 1ON 9'_!A,S 1 ' / 4" MIN, —1 1 114" VAX, EM 9EDD FNT TSHIV SPACE INTERIOR 7 / 16 "' V N, 8 WOO, SCRUN NOOE) FRAMING EXTERIOR OR 2X BUCK BACKER ROD BY OTHERS & APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK IRS TA L LA RON MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD, CARROLLTON TEXAS 75006 SERIES GA 195 DESIGNER SH WINDOW 54" X 72" NON --IMPACT INSTALLATION DETAILS DIA 71E.A. N _ _ 08 01- _ , I Rcv 218 e DA-F SHHi 3 OF 5 NTS 02/17/2011 1 DAT, lo/ - 5/ ' 3 SIGNED: 06103/ 2015 XOjil IJI/ j// TAT OF R A 0\ \\ X, 111111 1 5/8" 1DjN EDGE DSTANC, 1/4" MAX METAL SHIM SPACE ST R u -iu, p s 19Y OTHERS' APPROVIFI, j SEA ;_ANjT 8 sms C P I F D .SING kR w AII'R EXTERIOR INTERIOR I - : L RACKED ROD SEALANT METAI STRUCTURE 0 ; IERS, T, I VERTICAL CROSS SECTION META. STRUCTURE INSTALLATION NOTES I INTERIOR AND EXTERIOR FINISHES, 8YODIERS, NOT SHO'1,1N FOR CLARITY 2 PERIMETER AND JOIN7 SEALANT BY 07HERS TO BE DESIGNED IN ACCORDANCE W17HAISF10 E2112 TO B E S RED OF ROVED MAX, PAC'_ E, APIRJ"U) REVISED NAW 10/ 1 S/ 13 I LP. EXSEo INSTALLAf-IN DEIA,LS 05/04/15 , A _1 1/ 4" MAX. SHIM SPACE 8 SMS OR INTERIOR SELF DRILLING SCREWS 5/ 8" ININ, 7op _* EIDGEDISTANCEEXTERIOR METAL BACKER ROD S I R,,'C Tu R E APPROVED BY 8TH"-Rs SEALANT JAMB INSTALLATION DETAIL SIGNED; 06103,2015 MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD. LO CARROLLTON TEXAS 75006 SERIES GA 195 DESIGNER SH WINDOW 51 54" X 72" NON-IMPACT 4P F: LA INSTALLATIONDETAILS10TATE OF RIV PRAW " P3RB F, A08-012184OF DCAL_ DATE 02/17/201I SH ET NTS 1 5 CONCREE FE/VASONRY BY OTHE PS r 0NA1- 1X RUCK SEE NOTES 3 -- 7 SHEET 1 BACK-R R,)D dt APPROVED SEA!ANT BACKER W)D APPROVED OPTIONAL IX BUCK SEE NOTE 3 - 7 S_qE r 11 CONCRET,-/MASONRY BY OERS 2 112 MIN, FDGI- DIS'"ANCi 4 1 1/4" MIN EMBFDVENT 1/ 4" MAX. SHI: M SPACE INTERIOR TO BE SU N A 9' APPROVED SEAIANT 14" MAX fIM SPACE VERTICAL CROSS SECTION CONCRE 7EIMASONRY INSTALLATION 1 1/4- VIN, EMEIE DMENT OF— ONAL.) IX BUCK F E NOT" 11 - 7 SHEET 1 3/ 16" _fAPCON 2 ' 1112" MIN_ EDGE DiSTANCE I I CONCRETE/ MASONRY BY OTHERS REflSED IIAME RFV! S11_D INSTkIATION DIIAHS 1/ 4- MAX, SH M SPACE tt 1 INTERIOR mcmix9m i_ 3ACKE R R () D APPROVED SEAI AN' JAMB INSTALLATION DETAIL GONC RETE'liA,'30NRYINSTAIIATIOtV NOTES 1, WNERIOR AND EXTERIOR FINISHES BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD. CARROLLTON TEXAS 75006 SERIES GA 195 DESIGNER SH WINDOW 54" X 72" NON -IMPACT INSTALLATION DETAILS DRAWN D G NO F. A. 08-01218 7A7" NTS I DATE 02/17/201 1 1s"tfT5 OF 5 SIGNED: 06103/2015 Lo ENS 1 T OF Milli fill Florida Building Code Online Pays I of") j d, OCIS H.,— Log In Use, Rsg,,t,.t,.r Hat Topics Submit Surcharge Stars & Facts pubkatwrs FEC Staff FOS site Mip Links Search o Product Approval p USER: Pub1h, Userdb'r I", acks > cat Il, h I I Appfieati.. Detail FL # FL15288-R2 Application Type Affirmation Code Version 2014 Application Status Approved Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsithnger@mrwd.cor-n Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Luis Roberto Lomas Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation & Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By Steven M. Urich, RE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 5W-dA W, Y-qa-r AAMA/WDMA/CSA 101/1.S.2,fA440 2005 AAMA/WDMA/CSA 101/1.S,2/A440 2008 ASTM E1886 2005 ASTM E1996 2002 ASTM E1996 2005 littp://www.floi-idabuilding.orglpr/pr—app dti,aspx?paraiii=wGEVXQwtDqv')yVVKJZIQR... 6/8/2017 Florida Building Code Online Documentation from approved Evaluation or Validation Entity Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved RGEMETam FL # I Model, Number or Name 15285.1 4ERIES GA 198 ALUMINUM HORIZONTAL SLIDER Page 2 of 3 I affirm that there are no changes in the new Florida Buildingding Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code, Yes No N/A F Method I Option D 04/30/2015 04/30/2015 05/10/2015 Description SERIES GA 198 ALUMINUM HORIZONTAL SLIDER 72X54 Limits of Use Installation Instructions Approved for use in HVHZ: Na 2 " -- Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure; N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Eii e,:--,I o It , f PRESSURE RATINGS i Created by Independent Third Party: Yes 15288.2 SERIES GA 198 ALUMINUM 1 SERIES CA 198 ALUMINUM HORIZONTAL SLIDER 72X54 HORIZONTAL SLIDER I Limits of Use Installation Instructions Approved for use in HVHZ: No r P C Approved for use outside HVHZ* Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure; N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS, UNITS MUST BE GLAZED IN Created by Independent Third Party: Yes ACCORDANCE WITH ASTM E1300-04. 152883 1 SERIES GA 198 ALUMINUM XOX SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER I HORIZONTAL SLIDER 108X48 Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ. Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure; N/A Evaluation Reports Other; REFER TO APPROVAL DOCUMENT FOR DESIGN 52s; R2 A F 0 2 f PRESSURE RATINGS "re"a-t-e-d—by--Iii--d-e-pe-nd-e-nt Third Party: Yes 15288.4 1 SERIES CA 198 ALUMINUM XOX I SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER i HORIZONTAL SLIDER Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Fi IS ` 5L"",ti ,- PRESSURE RATINGS Created by lndependenFI, hrrd Party: Yes 15288. 5 SERIES GA 278 ALUMINUM SERIES CA 278 ALUMINUM HORIZONTAL SLIDER 84X60 HORIZONTAL SLIDER Limits of Use Installation Instructions Approved for use in HVHZ: No -,P p"if Approved for use outside HVHZ: Yes j Verified By: Luis Roberto Lomas 6251.4 Impact Resistant; No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other; REFER TO APPROVAL DOCUMENT FOR DESIGN _',IL2 i 2 fI : i B, PRESSURE RATINGS. UNITS MUST BE GLAZED IN Created by Independent Third Party: Yes ACCORDANCE WITH ASTM E1300-04. 115288. 6 SERIES GA 7780 PVC HORIZONTALSERIESGA 7780 PVC HORIZONTAL SLIDER 72 112" X 49 SLIDER littp:// www. iloridabuilditi,,.org/pr/pr app dtl.aspx?paraiii=wGEVXQwtDqv3\,VVKJZIQR... 6/8/2017 Florida Building Code Online Limits of Use Installation Instructions Approved for use in HVHZ: No 2 Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +50t-50 Evaluation Reports Other: FRAME MATERIAL TO BE RIGID PVC FROM VEKA L:_,?.2.r!L '.L_L.y._u?_UZ7lt AAMA CERTIFIED (VK 1) J F Created by Independent Third Patty: Yes 15288.7 1 SERIES CA 7780 PVC HORIZONTAL SERIES GA 7780 PVC HORIZONTAL SLIDER 73X49 SLIDER Limits of Use --__ m Installation Instructions Approved for use in HVHZ: No 1 <' Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL. DOCUMENT FOR DESIGN L-5--1LLcsxf PRESSURE RATINGS. FRAME MATERIAL TO BE RIGID PVC Created by Independent Third Party: Yes FROM VEKA AAMA CERTIFIED (VK-I) 15288.8 1 SERIES GA 7780 PVC HORIZONTAL SERIES GA 7780 PVC HORIZONTAL SLIDER 73X49SLIDER Limits of Use Installation Instructions Approved for use in HVHZ: No _'4 5 P2 11 9 ..f 76r .pull: Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant; Yes i Created by Independent Third Party: Yes Design Pressure: +50(-50 { Evaluation Reports Other: FRAME MATERIAL TO BE RIGID PVC FROM VEKA I 2 t h E iLaflr AAMA CERTIFIED (VK-1) Created by Independent Third Party: Yes 15288.9 ( SERIES GA 7780 PVC HORIZONTAL SERIES GA 7780 PVC HORIZONTAL SLIDER SLIDER Limits of Use Installation Instructions Approved for use in HVHZ: No l .L r;2 ii_ rs ;LI Approved for use outside HVHZ; Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No i Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN6 PRESSURE RATINGS. FRAME MATERIAL TO BE RIGID PVC Created by Independent Third Party: Yes FROM VEKA AAMA CERTIFIED (VK-1) 1 WLL 5 :: 2kQ WA *Ss e Roid Tallal asses Pl '42R9q Pre m c -4 7-1. 4 The State cf Florida is ao AA,:EEO employer. ((Pi ,y srj2rj. i _,(y ,fit,- f F rich, .: E vQI; Statement :: Ec ecst tt, asc,,mgof :: n n Under Florida law, emad addresses are public records. If yet; dodo not want yous-e,,ail address released in response to a no olk-records request, do not send electronic mail to bits entity. Instead, contact the office by phmte or by traditional mall. It qou have any questions, please contact 850.487.1395. *Pursuant to Section 455,2 75(I), 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 entry be used for official communication with the licensee. However ema€I addresses are public recor(L 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, t S., please click ,e Product Approval Accepts: l[ CCr< ciit Card Safe http- llwww.floridabuildi€i,,.org.prr='pr_app_dtl.aspx?paraiii=wGEVXQwtt)gv3yVVKJZIQR.,, 6=18/2017 L. Roberto Lomas /E. 233Vv.Main St, Dam i&e,vA2454| 434'688'0609 Manufacturer: MI Windows and Doors LLC 1001 9/.Crosby RD. Carrollton. Texas 75006 Product Line: Series GA 188A]um|num Horizontal Slider 72^x54"— Non -Impact Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of CommunityAffaisfor3tetewideAocmptanceperRu|e61G2O'5.005methnd1(g).Th*pmduc1iistedkenaincomp|ieuwith requirements ofthe Florida Building Code. Supporting Technical Documentation: 1 Approval document: drawing number 08-00054, Revision C, prepared, signed and sealed by Luis Roberto LomasP, E. 2 Test report No.:CCL|-11'029signed byJeffrey Crump Construction Consulting Laboratory, International, Carrollton TX 4AMAyVVDMA/CSA 101/ 1S26A440'08 Design pressure, +40Opmf/'500psf Water penetration resistance 0Upsf 3 Comparative analysis with anchor calculation, report number 510058A, prepared, signed and sealed by Luis Roberto Lomas PE Limitations and Conditions ofuse: Maximum design pressure: See approval document Maximum unit size. 73^ x54^ Approved configurations: OX. X0 Units must beglazed per ASTME13OO-04. This product ianot rated tobeused inthe MVMZ. This product is not impact resistant and requires impact protection in wind borne debris regions. Frame material toboextruded Aluminum 6O63-T5, Installation: Units must be installed in accordance with approval document. 08-00054. Revision C Certification pfIndependence: Please note that ! don't have nor will acquire ufinancial interest inany company manufacturing or distributing the product(s) for which this report is being issued. Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). L. Roberto Lomas J/E. 233vKMain St. Danville, vA2454| 434- 6884609 Manufacturer: M| Windows and Doors LLC 1001 \ V.Crosby RD. Carrollton, Texas 75006 Product Line: Series GA198Aluminum Horizontal Slider 72^x54^—Non-impact Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 61 G20-3.005 method 1 (d). The product listed herein complies with requirements ofthe Florida Building Code. Supporting Technical : 1 Approval document: drawing number 08-00055 revision D, prepared, signed and sealed by Luis Roberto Lomas P,E. 2. Test report No.: CCLI-1 1-029 signed by Jeffrey Crump Construction Consulting Laboratory, International, Carrollton, TX A8M4xNDMA/CSA1O1/iS. 26A440-O8 Design pressure: +40, 0/-50.Opsf Water penetration resistance & Opaf 3. Comparative analysis with anchor calculation, report number 51OO59A.prepared, signed and sealed byLuis Roberto Lomas P. E. Limitations and Conditions of use: Maximum design pressure: See approval document Maximum unitmize 72^ x54^ Appmvadconfigumbmns OX.XD Units must beglazed per ASTME13OO'04, This product imnot rated k»boused inthe HVHZ. This product is not impact resistant and requires impact protection in wind borne debris regions. Frame material tobeextruded Aluminum 60}3-T5. Installation: Units must Ueinstalled in accordance with approval document, 00-00055nmim|on D Certification mfIndependence: Please note that | don't have nor will acquire afinancial interest inany company manufacturing or distributing the product(s) for which this report is being issued, Also, ! don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). L. Roberto Lomas P.E. 23s W. Main St. Dam ille, VA 24541 434-688-0609 Manufacturer: Ml Windows and Doors LLB' 1001 W. Crosby Road Carrollton, TX. 75006 Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 61 G20-3.005 method 1 (d). The product listed herein complies with requirements of the Florida Building Code. Supporting Technical Documentation: 1. Approval document drawing number 08-00819 revision B, titled Series GA 278 Aluminum HS Window Non - Impact, prepared, signed and sealed by Luis Roberto Lomas P.E. 2. Test Report No. CCLI-1 2-151 signed by Wesley Wilson Construction Consulting Laboratory, International, Carrollton, TX AAMA/WDMA/CASA 101/1,S.2/A440-08 Design pressure: ±40.Opsf Water penetration resistance 6,Opsf 3, Anchor calculations, report number 511362, prepared, signed and sealed by Luis Roberto Lomas P.E. 4, Comparative analysis report number 511362-1, prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: Maximum design pressure: Refer to chart in approval document. Maximum unit size: 84" x 60" Units must be glazed per ASTM E 1300-04, This product is not rated to be used in the HVHZ. This product is not impact resistant and requires impact protection in wind borne debris regions. Frame material to be extruded Aluminum 6063-T5, Installation: Units must be installed in accordance with approval documents, 08-00819 revision B. Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). 4f 0 cc A 4-TAT OF 4., OR Luis R. Lomas, P.E. FIL No. 62514 10/25/2013 m HE m EL EVA TION VIEWED FROM EXTERIOR DESIGN PRESSURE RATING IMPACT RATING 40.0 PSF NONE 50,0 PSF Maximum design pressure capacity chart S-;w Panel and Total LhAVfith Im) Number of ar,rh— required Unit. anchored using #8 —ad 5-- 1' Min. EPIb.dm.of Single P-1 and Total 4Jntt %A"h Iirn Heght d) REVISIONS aFv DESMP`0 N. AP -WIG A A j REVISED FO COMF`LY MTH 2007 7K P-1 9 REVISED PUR NEW TESTING 04122111 R L, tr, IF VS R t 0 R A T NOTE& SILL 1 0 COMPLY WTHTHEPRODUCTSHOWNHEREINISDESIGNEDANDMANUFACTUREDII ABS) REQUIREMENTSS OF THE FLORIDA BUILDING COOL. Zj OPENING -10 BE DESIGNED TO PROPER,-,Y TRAN,,-ER Ai' 1CADS 0 S T R J C IRE, OPT NING DESIGN IS PE ONSIBIL! TY OF 71 HE ARCt flF,- T OR 'EN INFER OF RECORD 3) F -OR MAINTAINING STRIUCIURALCONTFACTORISPESPONSIB[ INTEGR17Y Of- WINDOW OPENING AND Atj WOOD FRAMNG AROUND WINDOW. 4) WINDOW FRAME MATERIAL TO BE ALUMINUM ALOY 6063 5) ALL FASTENERS, NUTS AND WASHERS SHALL BE MADE OF CORROSION RESISTANF MATERIAL, 6) S,,, M AS REQuIRED AT EACH NSTAU-ATkON ANCHOR NIHi LOAD REARING S;,AF, SHIM *HERE SPACE OF 1/16" OR CREATED OCCURS. MAXIMUM AI'LOWAP-E S-iW STACK TO BE 1/4", 7) INSTAL. - I UNITS IN SPRMCE PINE FIR USING .120" DIAMETER NAIL OR #8 WOOD SCREW SEE CHARTS FOR NUMBER OF ANCHIORS AND MINIMUM FMR-DMLNT P F Q 11,111R, E D 8) APPROVED IMPACT PRC GTECDVE SY57v. S %,JIPED ON 'HIS PRODIIJCT IN WIND BORNE DEBRIS REGIONS. 9) CAM ' K BEHIND WINDOW FLANGE AT HEAR, SILL AND JAMBS. 10) k AROUND TERIOR OF ININDOW USE CAULK FORPERIMETERSEI- EX I- 11) WHERE WATER RESISTANCE TIES,- REQUIREMENT OF 15% OF DESIGN LOAD APPLIES, POSITIVE DESIGN PRESSURE IS LIMITED TO 40PSF DUE HO WATER '1ES-I PRESSURE OF 6PSF ACHIEVED IN JEST. 12) IF FXA' T WINDOW SIZE IS NOT LISTED USE NEXT LAR'GER SIZE TOP, THE APPROPR,A`-DESIGN PRESSURE, 13) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE D" SIGN OF` THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR r'd=1.6 WAS USED FOR WOOD ANCHOR CAICULATIONS 14) LIN IT' E AZED IN ACCORDANCE IMTH AS-4M ' 1300, Ncnhbe, c,fanchors squired Units anchored using. 120 diameter x2'common nail I 117"Min, Embedment Snple Panel and Total UnA VUth Fud Hinght 12,018.0 24.0 30,0 36.0 MI WINDOWS AND DOORS LLC fini 24.0 36,0 48,0 60,0 72,0 Head Jamb Head Jamb Head . Head Jamb 7F..—d -j.-m—b 1001 W, CROSBY RD. 12.0 2 1 2 2 3 2 4 2 4 3 CARROLLTON, TX 75006 z4 0 2 2 3 3 5 4 6 5 8 5 SERIES GA 198 HORIZONTAL SLIDER 3&o 3 4 4 5 6 6 8 7 10 I 72" X 54" T2 —0 3 A 567799i11048.0 4 6 6 8 8 9 9 10 ELEVATION AND GENERAL NOTES 84. 6 EV 6, M17 44"j a Iil I a 4 5 DRAWN R.L. JSCa-E NTH IIA-,E 1/12/07 SHEET 1 OF 2 SIGNED, 10, 182013 j4f ATHING Y a a<, CA- PERW TIE I' A'tii K BY OTHERS N TYPE_ r RAME t ADER x f ULAZING YP IN TYPE rRAME SII-(_ E.RIMETER CAULK BY OTHERS INS "ALLATION ANC'}"0R El F RA.MI NG BY OTHERS N S'Ai_1.AT10N ANCHOR C' MAX. M SPACE 2" M N Et,B:OMeM N A HIN BY OTHERS' dJ K BEHIND ESN INSIJ. IA 10, FPM-TFR CAULK OW 9Y OTHERS riT 11 MA.X. h 5'"Au_ IN, EMBF,', MrN T REV IQNS 62PY DESCR PTONJ , A ROIE`J A R r,_D 0 ,JAA _" W- H 2DO7 s`N 8/13/08I i .. F BjRLMSDrP NEW R WINDGW ' O10TH ----- — FRA A IN G BY CTH RS 1/ 4" m'AX SHUv, SPAc; 1/4" MAX SHIM SPACC -- '— 7.......___ i 1 {_,.. i I, ( ice I f 1 1-1/2MkN c F DVF,NT RS EA( tLK R,,ND FIN It Gi AZING T P. — FIN TYPE STA!_Lt ANC IOR RAM/" JAMB XTF t UK t—PER SaETER CAW,K BY OTHERS SECTION B- B MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD, CARROLLTON, TX 75006 SERIES GA 198 HORIZONTAL SLIDER 72" X 54" INSTALLATION DETAILS DRAYIN: DWG N0. R.L. 08-00054 7,70E NTS c,-- 1/12/07 s;aG r2 OF 2 IS Nr, 1C` N fi 9S! 4.TATPOFzo a Ai, CIR ANCHOR CHARTS & NO7 7 12" VAX, ELEVATION VIEWED FROM EXTERIOR DESIGN PRESSURE PA TING IMPACT RATING 40,0 PSF 50,0 PSF NONE 54- MAX, HEIGHT REVISIONS REVISED TO COMPLY WITH 2007 FFIC 1 8113105 R.L. REV'SED P—El, NEW TES—ING 04/20/11 R I RENOWN) PER 2010 CODE 02/15/12 R REMSED NAVE L NOTES; 1 ) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED 70 COMPLY WiTil, R11-EQRE ENS -V' OF THE FIORIDA 5JIFDING CODE. UI2) OPENING TO BE DESIGNED TO PROPERLY TRANSFER ALL. LOADS TO STRUCIURE O- NING DESIGN IS THE RESPONSIBILITY Of. -THE ARCM 7EC' OR ENGINEER OF RECORD. 3) CONTRACTOR 15 RESPONSIBlE FOR MAiNlA.JNjNG CFRuCT0PAl NTEGR:IY 0'WINDOW OPENING AND ALL WOOD FRAMING AROUND WINDOW. 4) WND?')W FRAME MAiER!AL TO RE Al,UMINUM, AUOY 6063 5 ALI , FAST'DNERS, NUTS AND WASHERS SHALL BE MADE OF CORROSjON RESIFSTANT XATIERIAILI 6 SHIM AS REQUIRED AT EACH INSTALL(ATION ANCHOR WITH LOAD BEARING >HiM SIHiM WHFR-' 5PACE OF 1/16" OR SR{.::A R OCCLIIRSI VAXINIUV ATJ_OONABLE SHIM STACK TO BE 1/4" 7) INSTALL UNITS IN SPRUCE PINE FIR USING #8 WOOD SCRF IN OF SIUI`-!CILNl _FNS-jI-L[ TO ACHIF)VE A " 3/8" IRIVINiV EEEARLDMEN T. IN A. I UP, I f s IN MASONRY/ CQNCREH USING 3/16" TAIPCON SE SU,-pI'lpNT FNGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT AND 2 1/2" MINIMUM EDGE EISTANCE. 8) APPROVED IMPACT `R0_'llFCTiVI7 5y5'J_E_7 ,IS PLQlJJP,_D ON :V PFQ rUC Ir WND E30PNE DEBJRS REGIONS.. 9) CAULK BEHIND WINDOW FLANSE AT HEAD, SIL.I., AND JAMBS. 10) USE CAULK FOR P_ERIOIDETER SFAi AROUND -X7ERjICp OF L I WINDOW 11) WHERE WATER RESISTANCE LEST REQUIREMENT OF 15% OF DESIGN LOAD APPLIES, POSITIVE DESIGN PRESSURE. IS LIMITED TO 40PSF DUE TO WATER -IF ST PRESSURE 07 5PV7 ACHIEVED IN TEST 12) !F 'EXACT WINDOW SIZE IS NO I LISTED USO NEXT " ARCER SIZE FOR THE APPROPRIATE DESIGN PRESSURE. 131) AILLOWARLE "PFSS r REASF OF 113 WA, s No 7 USED IN 1 HE D' SIIN OF -HE_ PRO-) U CT SHOWN HERFIN. WIND 1 - BAD DURATION FACTOR Cr,-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 14) UNITS MUST BE GLAZED IN ACCORDANCE WFH ASiV E-1300-04 MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD. CARROLLTON, TX 75006 SERIES GA 198 HORIZONTAL SLIDER 72 X 54 ELEVATION AND GENERAL NOTES DRAWN Re, R, L, 08-00055 D saaCa NITS -H 1/ 12/07 OF 2 SIGNED: 1011812013 LID ATE OF R A\ REVISIONS 2 /2` ,'C — ------- E, FP-IIP7, DATE A ,YD ANC) CR EDGE DS fANCF A RFASFD TO COMPI Y WITH 2G07 FBC 13/13/013 R L CONCRETIE/ MASONRI'l gy OTjEpC CAJI K BE71WEEN B 1: R OSID IFR NE-W TEST W 04/20/11 R L WOOD BUCK MASONRY UPFNING C I RFVEIW_ "E R 0211'5/12 1 R 'D 12010CODEONIFHY WOODU_X aYqBY0THFRC I OTHb A REVISED NAVE P 105/13 IP? 1 ERS CAULKRETWEFNWINDOW ENIBFI,)MENT ONE By WOOD LANCF WOOD BUCK - ----! 7-1 BUCK BY OTHERS —WNDOW ONE By INOOD RlljCK BY OT- 4ERS 1/4" MAX SHIM SPACE MAX. SHIN SPACE--- CA;),,,,EM9,l_ DMENT----___ I VIN IN-] `:_k! 0Q F VI, F N v,- MAX ED BY OT,-RS I i FLANGE -lYPF I Hlm IPACE_ WINDOW FRAME I ,, I FLANCE TYPE JAMENSTAttA 1,0N NSTAI R XIINDOWFPAMEI'LPiG D FALLER—" E ANCHOR HEADERAt- 4c v Z_ JL 2 ' 12" 2 112" YINEDGEC7 WN Ff) GF D I S AT CE N —X T DiSTANCEt, 7, L R C AZING7,NF F N IN R C lq CAULKBEFWEFNVXNnW-j CAIJI K BF 'W,- CAIJ! K H WINDOW WOOD BuC,< & PLANGE & WOOD A WOOD B: L EIGHT MASONRY OPL VASONRY OPENING PFRIVFTER BY 0TH_R_ c J K • BY OTHF BE 7`1 T, L, SECTION B-B BY OTHERS _/ MASONRY H I CONCRFTv/VASONRY— CQNCRLBYOTHOSBYRS GLAZING TYf` FLANGE TYRE YPE Wj N D OXIFR A V F SILL PERIMETER CAULK OTHERS S, L 1- S TOO, 5Y OTHERS C A 1; 1 A B, WN E 7EL 0 NOD W F 'AND E PRC C ST lj W_i4 A 5 VU' - KEV, CIPT IPREC Sl: I - --/ 116 ADHESIVECAULKORBY01-1 HEPS SECTIONA-A APPRD,/,—D FQJAl- Ml WINDOWS AND DOORS LLC 1001 W. CROSBY RD. CARROLLTON, TX 75006 SERIES GA 198 HORIZONTAL SLIDER 72 X 54 INSTALLATION DETAILS DRAWN QW(-- NO R. L. 08- 00055 7 77— N TZ-7,_- 1/ 12/07 "T'ET 2 OF 2 E N TATE OF 'tu_ Rev OR Mt D C, OR ANCHOR i 0 0 0 SPACING SEE N 0 F E S 10 IN D 1 SHEET A, I AN 3IiAIRTSSHFCET2 H 0 TO MAX. O.A. WIDTH 42 112' MAX SAY, VXD_ oco o — b t 57 1112" MAX. I GI S A STI HDCHT 55 S/16- 60 N, A AJlfMAX0A L.O. i 7 HEIGHT H 0 oo- SERIES 2800 ALUMINUM HS WINDOW EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 440PSi- NONE FOR ADDITIONAL SIZES AND RATINGS SEE CHARTS SHEET 2 APPROVED CONFIGURATIONS: OX XO Maximum design pressure capacity chart ipa I'lorizontol Verticol Ho,i,oM,I 1 Ho,izoMal I ve'ticaI Sail Size 1 1 F F) Lcafj Size Vartscal I F D T-ol 23-1/2— J_--1_0 I ____ 1 1/2 3-0 35 9/2, 1-6 17 1/2 14 4-0 47 1/2 1 2-0 H 23 1/2 5-0 59 1/2 2-6 6 0 71 112 r_3 0 29 1/2 35 2 SPCL 84 3-6 41 112 4-0 47 1/2 it 4-6 t 53 1/2 REVISIONS DESCR,ITIO0,E RFVPWF0 PLR 2010 CODF Ol f" 5 12 R 1 HFVISED NAME 10/15/13 R I, GENERAL NO TFS, I ) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUI`ACT',IPED TO COMPLY WITH THE FLORIDA BUILDING CODE, 2) OPENING TO BE DESIGNED AND ANCHORED TO PPOPERLY RAN ES AjU_ LOADS 70 STRUCTURE. OPENING DESIGN IS THF RESPONSIBILI-- 01' THE ARCHITECT OR ENGINEER OF RECORD 3' SYSTEM IS r) H' 7 01 i 3APPROVEDIMPACTPPOTFCTVE -RjF )L N I _QU!RZjD N S -R WIND FORD DEBRIS RE&ONS 4) SHIIN AS PEOUIRED AT EACH INS.ALLAUON ANCHOR WITH LOAD PEARjN- SHIM. MAXWUM AH OWAE c. SHIM STACK TO BE 1/4". SHIM WHERE ,PACE IS 1/ 16" OR GREATER OCCURS WINDOW ', RAMF MATERIAL TO 8F ALUMINUM ALLOY 6S63-T5 E55" rH:CK, 6) USE CAULK BEHIND WINDOW FIN AT HEAD, JAMBS AND SiLL 7) USE CAULK FOR PERIMETER SFAL. AROUND EXIERIOR OF WINDOW FIN 8) UNITS MU5,T BE GLAZED PER ASIR F1300 9) WHERE T- WATER RESISTANT"_ TEST 15% 0,7 DFSIGN LOAD -CIIIRTQURFMFNTOFAPPLIES, ~ POSITIVE DESIGN LOADS WILL BE LIMITED TO 40PSF DUE 10 WATER TEST PRESSURE OF 6 0 PST ACHIEVED IN TIES', 10) No A` FIT, FRAME WINDOW WIN 0123 DIA, 6d NAIS WA M,NWUV 1-112 EMBEDMEN7 INTO FRAWNC. LOCATE ANCilORS 6" MAX FROM CORNERS AND AT 7 1/2" MAX O.C.'JHFREAFTFR FOR LEAD AND Sill. AND TOP jAMEIS AT 6" MAX FROM CORNERS AND 11 1/2" MAX O.C. !HEREAITER SEE ANCHOR CHART I INSTALL RN FRAME WINDOW W:7H #8 WOOD SCRt"Al OF SUFFIC EN_j I EN(-„7H To ACHJEVF MIN. 1- 112 EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS 6" MAX. FROM CORNERS AND 19 MAX, DO THFREAF TER FOP HEAD AND SILL AND ' FOR JAMBS AT 6" MAX FROM CORNERS AND 19" MAX O.C. THEREAFTER. SEE ANCHOR CHART 12) IF EXACT WINDOW IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTRTY LISTED WITH NEXT `_ ARCER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REOUTIED F 7Lj'_ AU OWABtJ. STRESSNCREASHOF1/5 WAS NOT USED IN71H, DFS,. N O RODUrT SHOWN H W_ I P E ININD0ADC, U R A '10 N LACTOR (.,d-I 6 WAS USED FOR W6OD ANCHOR' CALCULATIONS. 14) IN. TALi' ADON ANCHOR CAPACITIES FOR PRODUCTS HERON ASF BASED ON WITH THIL L _ , L)BSTPA EMATERIALIFOLLOWINGPROP'RTES, A WOOD - MINIMUM STIECLFIC GRAVITY OF C=042 SIGNED: 10118/2013 MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD. CARROLLTON TEXAS 75006 SERIES GA 278 ALUMINUM ED WINDOW NON -IMPACT 84" x 60" ELEVATION AND GENERAL NOTES P;4TAT POF DRA.14No REVOR110t F. A, 08-00819 8 X ', 0 ti NTS 08/ 04/ 09 sHEtr1 OF 2 SHEA" IINIG Hy 0 -1-i"Ps ____ - 1, -1-1-1/2" N;N C AU K EMBEDIVENT BY OTI-qi FFS LON A C 4 , OR SEF NOTES CA K 1, ,IEET 1 By OTHERS 4 Q VAX SHIN!, SPACE. FIN TYPE T FRAMT, H G' AZING TYP. 1- 1/2" V. N. NTJ EV, i3E _'V E X J, FIN TYF FRAVl SP PFRWE Ti NSTALtA. T ANCHOR, SNCTj io, & SIPF- 1 CAN 8F, IJND F BY OTHERS VONDOIN H, GH1 11 A A, X, A SPACE EV BI- DV,' N T S E Cj 1 ON I A-- A SHFATH N, r, — By OT' p S CAj11.K BEHIND FIN--/ INSTALLATION--/ ANCHOR, SEE NOTES 10 & 11 SHEET PERIVETER CAULK Ry 0- 1HERS 1/4_ MAX SHIM SPACE RF1 AW, F1 F IIEE WE D PEP 2013 CODE PE ASED NAME WINDOW WIDTH 1/4- NIAX SHIM SPACE IN TER I OR F N TYPE-_/ CL,AZNG TYP_/ R A A, E j, A A 9 F X T FI7 1 0 R S E_TION_ R-B DA SE A RO'PEp 02/15/12 L_ FAIN. A, CTHI- RS CAULK BEHIND FIN NSTALI ATIOB ANCHOR, SEC NOTEC 10 & 11 SHEET 1 PERIINE LEFF CAULK a '"HERO y 3 MIWINDOWSAND DOORS LLC 1001 WCROSBY RD. CARROLLTON TEXAS 75005 E Ny, SERIES CA 278 ALUMINUM HE WINDOW NON -IMPACT 84" A 60" INSTALLATION DETAILS Z V. TAT_4 OF RN7 NO DRAWN I -v 08-00319 B F. A G At5c' NTS - T 08/ 04/09 1 `E`2 OF 2 111 10\ Florida Building, Code Online M, Z111 11 11C."; 4:1.21.111 ZIP &1 -11 11CIS 111,11 111, In U51, R11111,111111 Not 1,p— Submit 1,-1,,gv lleii,S E. F,"' sc Start C's Site mop """ svo"' d Product ApprPublicalb4 a r USER: Public User Application Detail FL FL15278-R4 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Entail MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitliriger@niiwd.com Brent Sitlinger bsitlinger@miwd.com Category Windows Subcategory Fixed Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer d' Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Luis Roberto Lomas the Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation & Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By Steven M. Urich, RE Validation Checklist - 1-fardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of product Standards Certified By Sections from the Code 51anijud Y-qAr AAMA/WDMA/CSA I01,'LS,2/A440 2005 AAMA/WDMA CSA 1011.S.2/A440 2008 ASTM E1886 2005 ASTM E1996 2005 lit.tp:llxA,ww.floridabuilding,orgi'prlpr—app_dtl.aspx?parat-n=wGEVXQxN,tDqv-')vVVKJZIQR.., 6/81/2017 Florida Building Code Online Page 2 of 4 Product Approval Method Method 1 Option D Date Submitted 08/31/2015 Date Validated 09,101/2015 Date Pending FBC Approval 09/0512015 Date Approved 10/16/2015 ummar of Products FL # Model, Number or Name Description 15278.1 SERIES 5610 PVC PW SERIES 5610 PVC PW NI 72X72 Limits of Use Installation Instructions Approved for use in HVHZ: No Ef Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lonras 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN L PRESSURE RATINGS, FRAME MATERIAL TO BE RIGID PVC Created by Independent Third Party: Yes FROM VEKA AAMA CERTIFIED (VK-1). 15278.2 I SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PW NI 60X60 FIN Limits of Use Installation Instructions Approved for use in HVHZ: No FL1 2rt R4 ;'_fit} Approved for use outside HVHZ: Yes ? K 4 f Impact Resistant: No Verified By: Luis Roberto Lomas 62514 Design Pressure: N/A Created by Independent Third Party: Yes Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports PRESSURE RATINGS. FL ;.?I R4 ,C ...->z i._S.:_')C„-jd= Created by Independent Third Party: Yes 15278.3 SERIES GA 195 ALUMINUM PW Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other; REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS, 15278.4 J SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PW NI 72X72 and 108X72 FIN Installation Instructions Verined By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports Created by independent Third Party: Yes SERIES GA 195 ALUMINUM PW NI 96X48 FIN Limits of Use Installation Instructions Approved for use in HVHZ: Na Approved for use outside HVHZ; Yes F = _<'_ 4 IT si 3 Impact Resistant: No Verified By: Luis Roberto Lomas 62514 Design Pressure: N/A Created by Independent Third Party: Yes Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports PRESSURE RATINGS. _'"_A.:w....>...._'. Created by Independent Third Party: Yes 15278.5 SERIES GA 195 ALUMINUM PW SERIES CA 195 ALUMINUM PW NI 72X72 FLANGE Limits of Use Installation Instructions Approved for use in HVHZ: No Fi _ /' cz, R4 x_ Approved for use outside HVHZ: Yes _. 1- _ . __I_:' 5t_2S Impact Resistant: No Verified By: Luis Roberto Lomas 62514 Design Pressure: N/A Created by Independent Third Party: Yes Other: REFER TO APPROVAL DOCUMENT FOR DESIGN i Evaluation Reports PRESSURE RATINGS. Created by Independent Third Party: Yes 15278.6 1 SERIES GA 195 ALUMINUM PW Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS. 15278.7 ( SERIES GA 195 ALUMINUM PW Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes SERIES GA 195 ALUMINUM PW NI 60X60 FLANGE Installation Instructions 2 /8 Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports 6 f ? N - F_.':cif Created by Independent Third Party: Yes SERIES GA 195 ALUMINUM PW NI 96X48 FLANGE Installation Instructions httpel/ww=w,floridabuilding.or,,lprlpr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ I QR.,. 6 18/201 7 Florida Building Code Online Page 3 of'4 Impact Resistant: No Design Pressure: N/A Other: REFER 10 APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS, 15278,8 SERIES CA 275 THERMALLY BROKEN ALUMINUM PW Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS, 15278.9 1 SERIES GA 505 ALUMINUM PW Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes SERIES GA 275 THERMALLY BROKEN ALUMINUM PW NI 72X72 FIN Installation Instructions B d! k-, Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports Q-2-d- Created by Independent Third Party: Yes SERIES CA 505 ALUMINUM PW NI 72X72 FIN Limits of Use Installation Instructions Approved for use in HVHZ: No P L U, 4 =1 L-att Approved for use outside HVHZ: Yes 115 4 Impact Resistant; No Verified By: Luis Roberto Lomas 62514 Design Pressure: N/A Created by Independent Third Party: Yes Other., REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports PRESSURE RATINGS, Ladf Created by Independent Third Patty: Yes 15278. 10 i SERIES CA 505 ALUMINUM PW SERIES GA 505 ALUMINUM PW NI 96X48 FIN Limits of Use Installation instructions Approved for use in HVHZ: No ` , I - - 1 _ E --- 2-77, Approved for use outside HVHZ. Yes F14 II 08'027 Impact Resistant: No Verified By: Luis Roberto Lomas 62514 Design Pressure: N/A Created by Independent Third Party: Yes Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports PRESSURE RATINGS. a _AF LDHLIC_-± Created by Independent Third Party: Yes 15278. 11 1 SERIES CA 505 ALUMINUM PW Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS. 15278. 12 1 SERIES GA 7570 PVC PW SERIES GA 505 ALUMINUM PW NI 72X72 CHS and 108X72 CHS FIN Installation Instructions RA 1,1_0 _,L Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports 5 Created by Independent Third Party: Yes SERIES CA 7570 PVC PW NON -IMPACT 72X72 FIN Limits of Use Installation Instructions Approved for use in HVHZ: No L_ ± Approved for use outside HVHZ: Yes It '11'5_'18 P4 H 08_1122'LlDzaf Impact Resistant: No Verified By: Luis Roberto Lomas 62514 Design Pressure: N/A Created by Independent Third Party: Yes Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports PRESSURE RATINGS. FRAME MATERIAL TO BE RIGID PVC i ' - " - " ,4.A f', FROM VEKA AAMA CERTIFIED (VK-1). Created by Independent Third Party: Yes 15278. 13 i SERIES GA 7570 PVC PW Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure; +50/-50 Other: FRAME MATERIAL TO BE RIGID PVC FROM VEKA AAMA CERTIFIED (VK-1), 15278A4 i SERIES GA7050 PVC PW SERIES GA 7570 PVC PW IMPACT 48X72 FIN Installation Instructions F 5 .,' 7 S P 4 H '08 7 CS Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports jpdf Created by Independent Third Party: Yes SERIES GA7050 PVC PW 72X72 NON -IMPACT FIN Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Fu Impact Resistant: No Verified By: Luis Roberto Lomas 62514 Design Pressure; N/A Created by Independent Third Party: Yes Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports PRESSURE RATINGS. FRAME MATERIAL TO BE RIGID PVC L 2 P4 A I FROM VEKA AAMA CERTIFIED (VK-1), Created by Independent Third Party: Yes http:// lwww,flot-idabuilditig.or,,I'prlpr—app_dtl.aspx"param=wGEVXQ,AlDqv3yVVK.IZIQR.., 6/8/2017 Florida Building Code Online Pa(ye 4 ol'4I I.5278J5 SERIES GA7050 PVC PW SERIES GA7050 PVC PW 52 1/2X76 IMPACT FIN Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes I Verified By: Luis Roberto Lomas 62514 Design Pressure: +50/-50 Created by Independent Third Party: Yes Other: FRAME MATERIAL TO BE RIGID PVC FROM VEKA Evaluation Reports AAMA CERTIFIED (VK-1), F1 ) R4 AT Created by Independent Third Party: Yes 15278 l 6 SERIES GA7050 PVC PW SERIES GA7050 PVC PW 52 1/2X76 IMPACT FLANGE Limits of Use Installation instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes i Verified By: Luis Roberto Lomas 62514 Impact Resistant: Yes I Created by Independent Third Party: Yes Design Pressure: +50/-50 Evaluation Reports Other: FRAME MATERIAL TO BE RIGID PVC FROM VEKA 2 7 R 48 _ I 'LI C)[ fSLI AAMA CERTIFIED (VK-1). Created7 Independent Third Party: Yes 1527817 SERIES GA7050 PVC PW 1 SERIES GA7050 PVC PW 72X72 NON -IMPACT FLANGE Limits of Use Installation Instructions Approved for use in HVHZ: No F 1 R 4 1 1 —o -If Approved for use outside HVHZ: Yes i R41: Q ,qf Impact Resistant: No Verified By: Luis Roberto Lomas 62514 Design Pressure: N/A Created by independent Third Party: Yes Other; REFER To APPROVAL DOCUMENT FOR DESIGN I Evaluation Reports PRESSURE RATINGS. FRAME MATERIAL TO BE RIGID PVC FuilllZirll_-L FROM VEKA AAMA CERTIFIED (VK-1), Created by independent Third Party: Yes jjj 1ERI5278.18ESGA7050 PVC TRIPLE;PW ERIES GA7050 PVC TRIPLE PW NI CONTINUOUS HEAD AND SILL 107 1/2X59 3/4 Limits of Use Installation Instructions Approved for use in HVHZ: Na Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure; N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN N 27 La_8R-1 AL PRESSURE RATINGS, FRAME MATERIAL TO BE RIGID PVC Created by Independent Third Party: Yes FROM VEKA AAMA CERTIFIED (VK-1), K=111 = 14 The State cut Florida i, an AA/EEO crupriy— b_Qp_yLqpL2qs_7-_ )L Rae 0! F ong :Envfi, ,Qn:: AL -bhjjy t _,eu : !Tfdudl ala ZL _ _ __L_ _5_ AjfL__j - — Unce r Florida law, c.ruall addresses are public record.,. If Yet) do not want your e-marl ochres, released in response to a Pohl-raccards request, ad not send elect, ' 10 this ont"' Instead, contact the office by phone oi by traditional Than, if you have. any questions, plea- -rt-t M0.487.1395. 'Pursuant to one mail1-1— 451,1 15(1 ), Florida Statutes, effective actithe, 1, 2012, licensees licensed under chapter 455, T.S. must di —do the Department will, at, email address if they have one. The entails provided may be used for Official C(trunbudicatrod with the licensee- However email addresses are public record. It you do but wr,h to apply a personal adJ,o,,, pl,,bid provide the Department with or, email address which can be made available to the public. To determine if you are a licensee tinder Chapter 455, F.S., please click hgTM_. Product Approval Accepts: tj 0- 1 EEEl Credil Card Safe littp:,,' Iwww. floridabuildin.or(,Iprlpr—app_dti.aspx?paraiii=NA GEVXQwtDqv')1VVKJZIQR.., 6/8/2017 L. Roberto Lomas P.E. 233 W. Main St. Danville, VA 24541 434-698-0609 Manufacturer: :ail Windows and Doors LLC 1900 Lakeside Parkway Flower Mound, TX 75028 zmm Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Business and Professional Regulation for Statewide Acceptance per Rule 61 G20-3.005 method 1 (d)- The product listed herein complies with requirements of the current Florida Building Code. Supporting Technical Documentation: 1. Approval document: drawing number 08-00820 Revision B and 08-00821 Revision B, prepared, signed and sealed by Luis Roberto Lomas P.E. 2, Test Report No, CCLI-1 3-128 signed by Wesley Wilson Construction Consulting Laboratory, International, Carrollton, TX, AAMA/WDMA/CASA 101/i.S.2/A440-08 Design pressure: ±40,0psf Water penetration resistance 6.0psf 3. Comparative analysis with anchor calculations, report number 511363-1 A, prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: Maximum design pressure: Refer to chart in approval documents. Maximum unit size,- 72" x 72" Units must be glazed per ASTM El 300-04, This product is not rated to be used in the HVHZ. This product is not impact resistant and requires impact protection in wind borne debris regions. Frame material to be extruded Aluminum 6063-T5. Installation: Units must be installed in accordance with manufacturer's installation instructions and approval documents, 08-00820 Revision B and 08-00821 Revision B. Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued, Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). 1 of 1 Luis R. Lomas, P.E. FL No,: 62514 08/28/2015 SERIES GA 275 ALUMINUM FW RECTANGULAR EXTERIOP VIEW DESIGN PRESSORE PA TWC, IMPACT PA TING 40,OPSF NONE V.1 WINIDOWS AND DOORS LL\',' 90,') !AYESDF PARKWAY F; OWER MIOUNO, IX 75028 SERIES GA, 275 ALL V N Pl PW RECTAN&T-AP N " I T T- S N- 1 S 08/04/09 SIGNED: 08131112015 P, L 0 T. TXOF 71- R, 9 W-do. wmdour Hmzontal Hcmzcntal Call size 1 F D 1-0 11 112 1-6 17 1/2 2-0 23 1/2 2-6 29 1/2 3-0 35 1/2 3-6 41 1/2 4-0 47 1/2 4-6 53 1/2 5-0 59 112 5-6 65 1/2 SPCL 72 Window 'Vvindow V e m ca i vertpCal Call Size 1 F D 1-0 11 1 !2 1-6 17 112 2-0 23 1/2 2-6 29 1/2 3-0 35 112 3-6 41 1/2 4-0 47 1/2 4-6 53 112 5-0 59 1/2 5-6 65 112 SPCL 72 V1 WINDO)WS AND, D"DORS LUC' 1900 ! AKF SIP'PARKWAY F011VER MCGIUN6TX 75028 SEDRIES GA 275 ALUMUNIMA l`W RCTANIGULAR 72 X 72' PRE'SSURE AN" ANCART F A, 08 i 8 2 SIGNED: 0813112015 TAT:59 OF--' k; 7— ONAL 1111flW1, NOTES 1, INTERIOR AND EXTERIOR FINISHES, By OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE OESIGNED IN ACCORDANCE WITH ASTM Ell 12 INTERIOR Ml WINDOWS AND ["CORS LUC 1,,WEt PARKWAY F- O A'EP MOUND , TX 75028 SERIES < A 275 ALUMiNJY FIN PECTANGULAR I NON— MPAC] 72" X 72' NST4LLAT ON DETAILS 08 -- 008 20, NIS 08/04/M SIGNED: 0813 1/2015 Lo P Vo 5 T 0 ONAL M,l WIPINDOW'S ANC) DOORS it 9,001 t AKE1 r PARKWAY F 0ATP MOUND ,TX 75-028 SERIES GA 275 A' WNUIM FW CES!rt,,UR 2 " AtIX 72' NOTt— 03- 00821 SIGNED: 08,131112015 N 10 5 OF' p* ORIDt" jlONAl- lmlloO Number of anchors required F,—. wi ,h n'l Z3,5_ 195 35-1 41-1 41,5 53-5 59,1 65,5 1 7ZO S H&i mb HAS P—bj H&S J.-b H&S P—b H&S—b H&S ..bJ 1 2 1 2 3 3 1 4 i 4 4 4 1 rill 11 2 2 2 2 2 2 :2 l 3 3 2 3 211 2 4 2 2 2 2 2 222 22 2_ 33 2 4 2 4 2 2 5 2 29.5 i 2 2 2 2 2 2 2 3 2 3 2 22 4 2 5 2 11 2 5 3 3-2 —3 2 3 2 3 3 3 4 5 3 5 3 5 3 6 3 4T, 1 2 3 2 3 W313 3---9— I 3 5 3 5 3 C, 3 47 5 i 3 2 1 2 E324 3 4 a 4 4 4 5— 4 5 3 5 3 3 3,5 4 2 4 2 4 2 A 3 1 A 5 5 — 5 5 4 5 4 6 4 595 4 2 4 2 5 5 3 3 5 4 5 5 5 5 5 6 4 22 2 j 2 5 5 3 3 5 4 5 5 1 l 12 4 2 5 2 63 6 3 6 3 6 r 4 Window ;Jindow Horizontal Hodzomal Call Size I F D 1-0 11 112 1-6 17 1/2 2-0 23 112 2-6 29 112 3-0 35 1/2 3-6 41 1/2 4-0 47 1/2 4-6 53...112 5-0 59 1,12 5-6 65...112 SPCL 72 Andow Wi,,dow Vertical Vertical Call size I F D 11 1 /2 1-6 17 1/2 2-0 23 112 2-6 29 112 3-0 35 112 3-6 41 1/2 4-0 47 112 4-6 53 1/2 5-0 59 1/2 5-6 65 112 SPCL 72 W WINDOWS AIND D"')ORS 1911)7) 1 AV( SIDE PARKWAY F-O',','EP MOUND. IX 75028 SER T-S GA 275 A!-J,',/, NUP FW UESNER NON- IPPP CT 72'- X 72" r-11 SiGN PRESSURE AND ANCHOR CHAP,.TS F. 4, 78 OOKI NTS 8 ' 74 P) 9 2 M .5 SIGNED: 08, 13112015 iSl111Ifillt P. L0WTAT' OF 7— ZORVD" INTERIOR V EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR2XB4)CKINSTALLATION NO I ES: 1, INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT Si-IOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT By OTHERS TO BE OESIGNEO IN ACCORDANCE W1 TH ASTM E2112 N/1 WINDOWS AND DOORS LLC 1900 it,,KSJO''PAPKWAY F OINER MOUND , 7 X 75023 SERIcS GA 275 ALUi MIUM M DESIGNER NON- M.PAC( 72 X 72" NS- fALLAT'Orr DUM'S A, o 3 21 77- 7YJTS ,,F/04/0, I "'L 3 Y- SIGNED: 0813112015 P, L o Ai pie E 5 TAT OF ORk NA Florida Bullding Code Online Page 1 of 3 BCSS Home Log lr. User ReGistratbn Not Toil,cs 1u'an1i1 Surcharge St115 & Eacts NAA1a11c11s IBC Staff BCIS Site Map 1,rks Search rt; y€roduct Approvalf\ USER: Publre Userdpr 4i 3t,o . Isl > Application Detail 1 FL # FL15333-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Add ress/Phone(Ernoil MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext2560 bsitlinger@riiiwd.com Brent Sitlinger bsitlinger@miwd.conl Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer k` Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Luis Roberto Lomas the Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By Steven M. Urich, PE f Validation Checklist - Hardcopy Received Certificate of independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 51dnAdrd AAMA 450 AAMA 506 ASTM E1886 ASTM E1996 CODE SECTION 1710.5.3 2006 2008 2005 2002 2014 http:lllvvwtw.floridabuilding.orgl`prlpr—app_dt1.aspx`?para-n wGEVXQwtDgttlS572gvdWie... 618/2017 Florida Building Code Online 11'a(,2:e 2 of 3 Product Approval Method Method I Option D Date Submitted 06/19/2015 Date Validated 06/29/2015 Date Pending FBC Approval 07/0512015 Date Approved 08/19/2015 Summary of Products FL Model, Number or Name Description 15333.1, 1 1/8" x 4" STRUCTURAL MULLION 1 1/8" x 4" STRUCTURAL MULLION HORIZONTAL I 10111ONTAL Limits of Use Installation Instructions Approved for use in HVHZ: No 3z2 " - - !- -""' "- R Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure; +60/-60 Evaluation Reports Other: F ' -3 G wm 45 Created by Independent Third Party: Yes 15333.2 -------Tl 1/8 —,,4" STRUCTURAL MULLION 1 1/8"' x 4- -STRUCTURAL MULLION VERTICAL 1-11-1--------.-1---. __ VERTICAL___ Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant; Yes Created by Independent Third Party: Yes Design Pressure; +60/-60 Evaluation Reports Other: I [ , -' '- IP1_2_;q _' 1 1 57C ,L_ f Created by Independent Third Party: Yes 5333,3 11442 AND 5348 HORIZONTAL 1442 AND 5348 HORIZONTAL MULLION SINGLE WITH 1 MULLION TRANSOM Limits of Use Installation Instructions Approved for use in HVHZ: Na __R 11 Approved for use outside HVHZ, Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN 1 1. - R2 — c) 9, L1, "- --'-"-'-2— PRESSURE RATINGS Created by Independent Third Party: Yes 15333.4 ---i-1-4-42, 14-48, 534-8 AN-D-5-548 1442, 1448, 5348 AND 5548 VERTICAL MULLION VERTICAL MULLION Limits of Use Installation Instructions Approved for use in HVHZ: Na f'L 15,333 R2 Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN 1L 1 Z" "; 3,3._k A 2 PRESSURE RATINGS Created -by-i "' Q Independent Third Party: Yes 15333. 5 11445, 1447, 5347 AND 5547 1445, 1447, 5347 AND 5547 HORIZONTAL MULLION SINGLE 1 HORIZONTAL MULLION WITH TRANSOM Limits of Use Installation Instructions Approved for use in HVHZ: No Lu - —0 Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant; Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN A j2-d,,f 2PRESSURE RATINGS Created by Independent Third Party: Yes 15333, 6 1445, 1447, 5347 AND 5547 1445, 1447, 5347 AND 5547 HORIZONTAL MULLION TWIN HORIZONTAL MULLION WITH TRANSOM Limits of Use Installation Instructions Approved for use in HVHZ: No "I Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Ev aluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN 51, PRESSURE RATINGS Created by Independent Third Party: Yes MULLION 5347 AND 5547 VERTICAL MULLION 15333.7 1445, 5347 AND 5547 VERTICAL, 1 q littp:, 11'\v"7w,flot-idabuilding.or,-,,i"prrpr_app_dtl.aspx?pat-aiii=wGEVXQwtDqtH8572qvdWIe... 6/81/2017 Florida BuildinL) Code Online Page 3 of'3 Limits of Use Installation Instructions Approved for use in HVHZ: No t_ i11 Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN _. _ ; i2 PRESSURE RATINGS Created by Independent Third Party: Yes 15333,8 j 1445-2, 1447-2 AND 5347-2 1445-2, 1447-2, AND 5347-2 HORIZONTAL MULLION HORIZONTAL MULLION I SINGLE WITH TRANSOM Limits of Use ( Installation Instructions Approved for use in HVHZ: No %_ G: _ f Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lornas 62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN I i PRESSURE RATINGS i Created by Independent Third Party: Yes 15333.9 ! 1445-2, 1447-2, 5347-2 AND 1445-2, 1447-2, S347-2 AND 5547-2 HORIZONTAL 5547-2 HORIZONTAL MULLION MULLION TWIN WITH TRANSOM Limits of Use Installation Instructions Approved for use in HVHZ: No 3 iu trl=4 Approved for use outside HVHZ: Yes Verified By: Luis Roberto comas 62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A i Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN "_ I PRESSURE RATINGS i Created by Independent Third Party: Yes 15333.10 1445 2, 5347-2 AND 5547-2 1 1445-2, 5347-2 AND 5547-2 VERTICAL MULLION VERTICAL MULLION Limits of Use i Installation Instructions Approved for use in HVHZ: No r LQ LLL; Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: NIA Evaluation Reports Other: REFER Tp APPROVAL DOCUMENT FOR DESIGN i (5 yE L, ., Lf PRESSURE RATINGS Created by Independent Third Party: Yes 1533111 1X3 STRUCTURAL TUBING 1X3 STRUCTURAL TUBING MULLION VERTICALI MULLION VERTICAL Limits of Use -- Installation Instructions V Approved for use in HVHZ: No r Tti.._r' Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN I ,' PRESSURE RATINGS Created by Independent Third Party: Yes manta t is :: 9illlatr Stone Road Talk h. e p <o F-hs:... -4 7 '.4 The Stare of Florida Is an AA; EEO employer, Cosy, rIl, 117-2Q13 GtaiC.4LF lo-Fda, :: ELfh - *n n :: A 'o i]itty in nt :: eF n St'a rmen under Florida Tans, email addresses are public records. If you do not want your e-mail address released to response to a public -records request, J. not send electronic mail to this entity. Instead, mnt<act the office by phone or by trad¢lonal mail. If you have any gaeseons, please contact 850.487.1395, 'Pursuant to Section 455.275(i), Florida Stannes, ef€ecttve October 1, 2012, licensees licensed Cruder Chapter 455, F.S. must provide the Department with :an email address if they have one. The email, provided may be used far official-ir—un—ton .,in the licensee. However email addresses are public record. If you do not wish to supply a personal address, please Provide the Departrnenwith in email address which can be made available to, the hoblic, To determine if yen are a licensee under Chapter 455, F.S., please click here . product Approval A ccepts: fe aIlt af: and wpm littp., Ifw,ww.floridabuildin.org/pri``pr_app_dtl.aspx?param=v,\CEVXQwtDgtFI8572gvdWIe... 6/8/2017 L. Roberto Lomas P.E. 233Vv. Main St. Danville, va2454| 434- 688-0609 00lWest Crosby Rd. Carrollton, TX 75006 Product Line: 1442, 1448, 5348and 5548Vertina| Mullion Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Business and Professional Regulation for Statewide Acceptance per Rule 61 G20-3,005 method 1 (d), The product listed herein complies with requirements of the current Florida Building Code. Product description: Mullion: Extruded aluminum 1^u2 1/2"6005-T5. part number 1442. 1448. 5348and 5548 Mullion_CliL. Extruded aluminum 6005-T5, part number 1320, 1330, 1438 and 1439 Supporting Technical Documentation: 1 Approval document: drawing number 08-00139 Revision D, prepared, signed and sealed by Luis Roberto LumaaP.E 2, Mullion structural analysis and anchor calculations report No, 510212B prepared, signed and sealed by Luis Roberto Lomas P. E. Limitations and Conditions of use: Maximum design pressure: Refer tuapproval document Maximum unit sizes: Refer tuapproval document Units attached iomullion must have their own separate approval. Units may be mulled indefinitely as long as maximum unit size is not exceeded. This product ianot rated 0oheused inthe MVHZ. This product is impact resistant and does not require impact protection in wind borne debris mQiona, optowind zone8, Design pressure of mulled units shall be controlled by the lesser design pressure of the assembly components, the mullion urthe individual units Installation: Mullions must be installed in accordance with approval document 08- 00139 Revision D. Window units must be installed to substrate according to the manufacturer's installation instructions arid/or approval documentation, Certification nfIndependence: Please note that ) don't have nor will acquire mfinancial interest inany company manufacturing or distributing the product(s) for which this report is being issued, Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s), L. Roberto Lomas /rE. l339/,Main St. Darn ille, VA 2454 1 43*-688-0689 Muon{mu<urcr: M0Windows and Doors LLC 1001West Croybv Rd. Carrollton, TX75006 Product Line: 1445,5J47and 554TVertical Mullion Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Business and Professional Regulation for Statewide Acceptance per Rule 01G2n'3.005method 1(d). The product listed herein complies with requirements nfthe current Florida Building Code, Product description: M1lliomExtruded aluminum 1^x4^ 6005'T5. part number 1445. 5347and 5547 M Extruded aluminum 6005'T5. part number 1320. 1330. 1438and 1438 Supporting Technical Documentation: 1 Approval document: drawing number 08-00142 Revision D, prepared, signed and sealed by Luis Roberto LomasPE 2 Mullion structural analysis and anchor calculations report No. 51O215Aprepared signed and sealed byLuis Roberto Lomas PE Maximum design pressure: Refer toapproval document Maximum unit sizes: Refer k/approval document Units attached tumullion must have their own separate approval, This product |anot rated tnbeused inthe HVHZ. This product is impact resistant and does not require impact protection in wind borne debris reQinnn, upVowinc zone3, Design pressure of mulled units shall be controlled by the lesser design pressure of the assembly components, the mullion or the individual units Installation: Mullions must ho installed in accordance with approval document, 08-00142 Revision D. Window units must be installed to substrate according to the manufacturer's installation instructions and/or approval documentation, Certification of Independence: Please note that / don't have nor will acquire ofinancial interest inany company manufacturing or distributing the product(s) for which this report is being issued, Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). NOTES: 1 THE Pp(',' IICT ",-40,AN H PFIN !S DFSINFD AND MANUFACT D TO COMPLY WITH RQjiPEVENTS OF T IDROA BIJI'LOING CODE 2) WOOD FRAMING TO BE RESIGNED AND ANCHORED TO PROPERTY TRAINSiER ALL LOADS TO SlRLCTUPl FRAMING :S 1HE RESPONSIBILITY OF.11417 ARCHI-TT OR ENGINEER OF RECORD. 3) ALLOWARLE STRESS NCRFASE OF 113 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1,6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 4" FH/' I —Al C_ R( J, DD OR THIS APPROVEDMIPACTPRO,_ Sys I S NO_2 LlRODJ,- l IN WIND BORNE DEEPIS REGIoR" JP TO WIND SON' 3 5) DESIGN PRESSURi AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPtY ONLY TO YUJ-11ION. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL_. 5) SINC!-E WINDOWS TS BE VILI ARE, NOT 4/iFED O -HOISc SHOWN IN F-iS DRAWING. vONDOA;S MUST BE MANUr CT PEG BY GENERAL ALUMINUM 7) DESIGN PP`..SSIURE OF MIULLED UNIT SHALL BE CONTROLLED BY THE LESSER DFS!GN PRESSURE 0I THE MUDION OR THE NDfV!DUAI W, NDOW OR DOOR UNIT, FO UNIT MAY BE MIJLI,U TOGETHER INDTFINITE_ AS LONG AS SINGLE IIYUNIT WIDTH AND HE GH-1 ARE NOT EXCEEDED AND MU[ LION IS ANCHORED AS SHOWN HEREIN. 9) ` VI,U_T ION VE RT,CA[_ INSTALLATION IS SHOWN, VUl_IJON MAY BE JOED IN HORIZONTAL APPLICAT !ONS AS LONG AS DIMENSIONS INDICATE, HEREIN ARt NOT EXCEEDED AND MUILION IS ANCHORED ACCORDING TO THIS DOCUMENT,. DESIGN PRESSURE TABLE INSTRUCTIONS: 1) DEFINE REQUIRED Dl-SIGNLOAD PER FLOR DA E3UILDING CODE C" APTFR 16, 2 ) Dr--F-RMWlF ' TRIBUTARY WIDTH AND vl_I[ !ON SPAN BASE[, ON PRODUCT' TOBE INSTALLED, SEE FORMULA FOR IRIBUTAPY WIDTH, 3) LOCAT MUJULION STIAN (ON!' HIIGHTI) AND TPIRIjTARY WIDTH AT TH'!VT '_ RSCTION OF POW AND COLUMN `ONTAINjNG 7HF VUI_ION SPAN ADD TR!Rj-,TAPY W'DTH RFSPFC`,i,/i.Y iS THE MULIUON RA-iING FOR PRODUCT IN 57F - P 2. MULLION RATING MUST BE EQUAL OR GREATER THAN REQUIRED DESIGN PRESSURE OBTAINED IN STEP 1 All 1 TRIBI TAPY WIDIH W U 2 1 2 TABLE OF CONTENTS E ,11S NO [0SCRIFT7ION ET ED -I, S 2 CON FIGURA11IONS AND ED CHART 3 1 INSTAIIATION DE k;3 4 COMPONENT, R- 11SIT3INIS REVISED To COMPLY WITH 2007 F8C RUOSED NC AND CiLIAPT PF VJSED NAME , REVISED INSTALtATIONDETAILS DATE APPROVED 01/015/ 09 RL 0 C 3112112 R. L. lo/ 1 --,/ 13 p I 06/15/15 A- L ANCHORING NOT',S, FOR ANCHORING INTO MASONRY L SE - - FOUR (4) 3/16" MASONRY ANCHORS WITH A MINIMU, M SHEAR CAPACITY 0, 30'5 t' PS, AT I EACH END WOF MULLION TH SUFFICIENTLENGTHTO ACHIEVE A 1 1/4" MINIMUM FOPIF,DMEN7 INTO SUPS_'PA' WITH, 2" DG' E DD3TANCE LOCATF ANCHORS AS SHOWN IN ELEVATION D AIDS. 2) FOR ANCHORING INTO WOOF) FRAMING OR 2X RUCK USE FOUR (4) #10 WOOD SCREW, AT rACH END OF MULLION WITH SUFFICIENT LFNG`lH TO ACHIEVE, A 1 3 /811 VINIMuM ENIREDIVIENT INTO S' UBSTRA-T AND 1/2" V!NlVUM EDGE D STANCE, I -C'A7- I, ; OF ANCHORS ASSHOWNN ELEVATION DFTAII 5, 3) FOR ATTACHING WINDOW UNITS TO MULLION USE..#8 SM', SELF TAPPING SCREVS WITH SUFFICIENF LENGTH IS ACHIEVE- A MINIMUM EMBEDMENT OF 111-REE THREADS PASF THE MULLION WAIL LOCATE SCREWS AS SHOWN IN ANCHOR IiEVATION 4 ) FOR WINDOW " ITS ANCHORING SCHEDULE R,FF_R TO WINDOW APPPOVE3 INSTAtLATiON INSTRUCTIONS 5) INSTALLATION ANCHORS DHAIL BE iNSTAiLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S , INSTALLATION INSTRUCTIONSAND ANCHORS SHAiL NOUSED IN BE USED SUBSTRATES WjTj_f STRENGTHSLESSTHAN Tf MftM,,jIS STRFNGT l PClIFD BELOW A WOOD - MINIMUM SPFCiFIC GRA01Y OF G=O 42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI, Ml WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 1442, 1448, 5348 AND 5548 VERTICAL MULLION GENERAL NOTES I DWG NO F. A. 08- 0013 sCAILF INTS I-T oi/()6/()g 1 S.EET 1 OF 4 SIGNED: 0611612015 p T OF A COMD A.`D YN 'r W W2 II 96° i:! 1fl 1l PA'A CH I WINDOW 'WINDOW SPAN) 1 ( 92 C JM81 AED WDTt" LV1 _......... AS --) j96 WINDOW! f 1 AM Ht „4 WINDOW f WINDOW I', MLI 7N1 r'FNSPAN) Sf 192 I— COMBINED W DTH i W1 —-- i AS I iI f WINDOW95. f J NAME f WtNOCiVt WINDOWpf MUt..L ON SPAN); 1Pi W2 TC t- COMBINED JdIDTH 192" _ 0M6N r A`07E" s W 1 W2 96 ; If fr AVE WINDOWWiNGOW (I mu( ;OPJ SPAN) fi i 192" COMBINED WIDTH I f Jr9 f WINDOW RAVE ttFIG MVL I I WIl t WIND J ,ISPAN) J rdr (' I A1 W2 9 — COVR NED WIDTH rs or;s R J C 7A CAMPY WITH 2' 07 `3C RJ D NOTFS AND CHAR' RIP, NAMEE R_ d ,ED iN5 At4A(ICN....Dc.Ai:5 192" COMBINE() WIDTH W1 1"--- W2 — — I t iI t 96. / WINDOW j 7FRAVE H { T I; WN testy I i WINDOw IMD1 L IDN SPAN) 1 i Y12 -- i i2„ COMBINED WIDTH APPROVED CONFIGURATIONS MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG AD COMBINED WIDTH DOES NOT EXCEED 192°AS SHOWN HEREIN. LARGE AND SMALL MISSILE IMPACT, LEVEL D, WIND ZONE 3 M1 WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 1442, 1448, 5348 AND 5548 VERTICAL MULLION CONFIGURATIONS AND CHART DIRAYN owc W1. F. A. 08-00139 scA E NTS IFIATE DI/C6/09 I S`EEr2 OF 4 SIGNED: 0611612015 010111/ 1 I TAT E OF 1 t 5348 & 5548-- 7 X 2 1(2-flS8 Pti1Ut ALUM, BOflS T 5_114421446 2 1320 WOOD/MASONRY ANCHOR CLIP 3 i330 WOOD,MASONRY ANCHOR CLIP I 4 1350 i MOUNiINC PLATE 5 i438 OOD/MASONRY ANCHOR CLIP 6 1439 WOOD/#AASONRY ANCHOR CLIP ioiNIMUM ED L JiS'ANCE SEE 1 SUBSTRATE NOTES 1 & 2 BY OTHERS e 4 n ° 4 m b> I e G n e r" 4 d a 9 ANCHOR SCREW SEE NOTES 1 AND 2 ON SHEET 9 CV / 01UG•U700019nelb-C°. 11 VERTICAL ON TOP CLIP INSTAUATION or (J ANCHOR SCREW E NOTES 9 AND 2 ON SHEET I SUBSTRATE -.._ ° 9Y OTHERS ° • ° > UrruG FG Losr.Yi T?0 VER 77CAL MULLION _... TT CLIP INST 7I MIMMU N TDGE DiSTAN E SPE NOTES 1& 2 T 1 VERTICAL MULLION TOPCLJPWSTALLATM ANCHOR SCREW D SEE NOTES 1 AND 2 ON SHEET 1 j> > A3 { SUBSTRATE BY OTHERS VERTICAL MULLION BOTTOM CLIP INSTALLA77ONMINIMUM EDGE O S . A'v T: v NOT > 1& 2 MAIMUM EDGE SHEE i DISTFNGI, SEE NOTES 1&2 S "' IN RE' nS. ONS P SGYIr'TspN R! SND 70 COMPLY WITH 2007 FE7C REVISED NOTES AND C;ARi -. RPVSFD NAME R / OFD INSTA , J tON D 'S.'S 7TIRRpr"ffXFT' C• ti1KJy1'3 MI WINDOWS AND DOORS L C_C 1001 W. CROS6Y RD CARROLLTON, TX 75006 1442, 1448, 5348 AND 5548 VERTICAL MULLION INSTALLATION DETAILS DRAWN. ©....._.,,._. e.. arc Aso. F, A 08 00139 T NTS ,, 01 / 06IC9 i '"` ' 3 OF 4 DATE APIRGIA0 U I f TR/L)9 Rli 13/t,/ 13 irz 06/15/15 R 8 51,1 S ELF DRILLING RF; A D24" vA'X C..,- SIGNED: 06/1612015 y;itllltl)j2 tiy\ •. Z:;9// ter ej .'\r ENS ATE O 77 D /4/ O/ ONAL V" 1 T MULLION CLIP Al IIMJNUPl 6005 T5 2 112" MULLION ALUMINUM 4Rh05 T5 Ii 1. MULLION CLIP AQVIVfNUM6005 T5 Em T I (-, 4OUNTING PLATE I— ALUMINUM 6005 T5 1 1/7' - 7/9' j! T MULLION CLIP ActAmmum 6065-T5 REVISt,') TO COVI'LY WITH 2007 FRC 0 1 Fl-VISED, NDT-S Ck-ART 03/2112 NAVE 5/'3 K.L. R AILS /15/1' p-j- E SED NSTAILLAF ON 5 MULLION CLIP ALUMINUM 6005 T5 Ml WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 1442, 1448, 5348 AND 5548 VERTICAL MULLION COMPONENTS DRAWN F.A, 08 00139 SG' NTS I part 0 1 /06/09 1 S4 OF 4- T SIGNED: 0611612015 Jkllijljll R, L 0 /,/ p IA40 sv TATE OF 0 R Mt Ap IONAA- 111111110 RcN T4SCRtPiFON I DA`E CNOTES A'R0'YcD A 4E^.5:0 TO >MRt.Y...WITH 20,07 f'RC I D /CS6/09 I IF PRODUCT SHOWN HEREIN S DESIGNFD AND MANDFAC URl-D TO i H_ ASED NA S ANP CHART 03/ Zf"2 L COMPLY WITH REQ AR MENTS O' THE FLOR.IDA BUILDING CODE. F C k /3E'> 'VANE 1_1/5/13 14 _ 2) 'WOOD FRAMING TO RE DES;GNEU AND ANCHORED TO PROPERI..Y D R JS_D INSTAILIATION DSIAILS 05/.2/-5 Rv. TRANSFER ALL LOADS TO STPU"TORE, FgAMING IS Ti-1i=.. SPONSI IHTY OF IHE ARCH rCT OR E J iNEER OF RECORD, 3) ALi_O'WABl...r: STRESS INCREASE %F' 113 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN, WIND LOAD DURATION FACTOR CA-1.6 WAS USED FOR WOOD ANCHOR CAI-C!UI._A:TIONS, 4) APPROVED IMPACT PPC I E-C T IVE '>YS I EM a NOT RPD OR :-a:;c PRODUCT IN VFND ROANE DEBRIS REGIONS UP IV v'dND ZON:: 3, ANCHORING NOTES. 5) Dr SIGN PRESSURE SURE ANDINSTALLATION DETAIIS SHOWN IN THIS FOR ANCHORING iv. MASONRY 1, r FOUR (4 3f16 P1 A,.. C NRY ANCHORS AA i .4 DOCUMENT APPLYC'J!Y :0 FSi"iI_LIfJN. W11Di., W'S M S RF.. APPROVEDT) AINI?JUM SHF_A'T €,,IENT TVN! SARATEUNDER . A[ ROJAL LENGTHO A` a[ R A %4" M N -M EhJ3F0M' NT INTO S!JD TRA. fE 4`i 2" G'` SINGLE WINDOWS TU RE 3;',UI_ v0 ARE A,< MET T •{n.,E?' N'.iNiMUM EDGE DISTANCE LOCATE ANCHORS AS SHOWN IN ELF A ON DETA;LS- SHOWN bi }dig DRAWING. NII'*i)OV/S FAL> BE MA .UrAC JF?D BY GENERAI_ ALUMINUM 2) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE FOUR (4) #10 WOOD 7) DESIGN Pzt SSUREE.- rt NULLED UM1J!T S'<.', !.. BE i.Oh;s.. C'!'EED BY '.HE S::RI-W, AT EACH END OF VULL.JON Wi`H SU I;;I _t^JT L ING H TO A, t, EV::_ A ',/f4.. ESSEP DESIGN PRESSURE TJ .' E MULL ;ON OE _ IND'Fl DJAL MINIMUM EMBF DVENT INTO ;UBST'RA ' AND ' /2" AIIN M JM EDGE DiSTAN„E OCAT` WINDOW OR DOOR i) NIT. AUTHORS AS SHOWN IN ELEVATION DEIAjLS. 8) UNITS MAY BE MULLED TOGETHER INDEFINHILLY AS LONG AS SINGLE i) FOR ATTACHING WINDOW UNITS TO MULLION USE #8 SMS SELF TAPPING SCREWS UNIT WIDTH AND HEIGHTGHT ARE NOT FXC..F_DED AND MULLION IS WITH SUFFCIE.N'- LENGTH TO ACH:c/c A MINIMUM E A B C D MENTCI7 Tt-IiZEE THREADS ANCHORED AS SHOWN HFRIN. PAS' E tAii', i(?, WALL, LOCATE SCREWS A- SI,OWN IN ANCHOR EL vA ION. 9) 'V R GAL. NSTALIATION rS SHOWN,MULLION MAY BE US,,D 4) FOR WINDOW v°. S ANC IORING S +EDI)LE. REFER -70 WINDOW AOPROVFD IN HOR.EOF A APPLICATIONS AS LONG AS DIMENSION'S NlDiCATED INSTA -AT ION INSTRUC7TONS, c I HEREIN ARE NOT^ EXCFEDI'D AND MULLION 1S AN HORED ACCORDING S) INS- LATION ANCHORS SHALT BE INSTALLED IN ACCORDANCE WITH ANCHOR OR MANU[ ACTURER'STO THIS DOCUMENT, 1NSTA,UAI:ON IIN1STRUCTIO',;, AND ANCHORS SH IJ_ NOT BE USED IN SUBSTRATES WIT - THE LESS THAN H- MfN!M M G7RFNCTI4 SPE 'Ev BELOW : A 'WOOD - M. NIM UV SPECIFIC GRAVITY OF G=0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.200 PSI. DESIGN PRESSURE: TABLE INSTRUCTIONS: 1) SEFNr REQUIRED DESIGN L.OAJ PER FLOR,DA 9IJ11IIDiNG CODE- HAR_R i5. 2) D.. ERMIN`s_ TRIBUTARY WIDTH AND 1M'UI_ 9N SPAN BASED ON PRODUCT TO BE "NSTAL_ LED. SEE FORMUI...A FOR 1RIBUTARY WIDTH- S) vO ,ATE VUI. JON STTA'N 'ON' I{EIGHT) AND 7RiBL,TARY WFTl AT TTIE NTER CTION OF ROW AND COL,JMN CONTA G TH M F ON PAN AND"IBDTARY N{ rDTY, 4 EU CCTi'I ,Y IS Ttic sULLIO'J RATING FOR PRODUCT IN STEP 2. MULLION RATING MUST BE EQUAL OR CREATE R THAN ,REQUIRED DESIGN PR SSURE OBTAINED IN STEP 1. TRIBUTARY WIDTH _ -A 4 VV2 2 TAB!._E OF CONTENTS S US, DF, R CN .. 1'CI S 2 . C' NFi ,URA CNS AND DP CHART D,AL"14 h A-_F r_, AILS F,A. 4 1 F'Mi' ONEhTS 'cA" NTS MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 1445, 5347 AND 5547 VERTICAL MULLION GENERAL NOTES DING NO 08 00142 Ai>iO1 09 sHt.: Ei i OF 4 SIGNED 05/15/2015 TA t OR , roc*' ZORi D ,t1j l Q;i iXNN 92" COMBINED "WIDTH Ai 1 W2 PAM, WINDOW IWtNDOW MU'l LION PAN; I 1 d7 C 0?f Bf V E D A01N 192 h COMBINED 'WIIJTH d,' Vt2 — Nkt M HR HT l i VONOOW iI WINDOWSr J W1_ ___W2 i li I WINDOW / r r ME I WINDOW,( t 1 I f WINDOW MIA ... ON SPAN) 2" COMBINED WIDTH 192 COMBINED WJLDTH W2 IWIN00W IIRAMFiWJNDOW M I LION SPAN) Jj I 192" Cv'7B N;:.D WIDTH yr w?_ 9' f 1 WINDOW fff FRAME u IUr T WINDOW! f WI/v f f •, iII I W 1 II W2 — I 19Z, CGMBN—D WIDTH cR now R. JSED TO CQVP[Y WIT' 2 07 FBC R ^:OT S AND C,4ART R 7c ^IA A REV SFD NSA k .ON DETAILSv CCMB;H SADTH II 1 96 I r WINDOW r r RA?f E_ j HEIGHT WINDOW WINDOW! SPAN)JIf J; I Wi i+ N2 — 92" _ COMBINED WIDTH APPROVED CONFIGURATIONS MULTIPLE UNITS MAYBE MULLED FOGETNER AS LONG AS COMBINED WIDTH DOES NOT EXCEED 192"AS SHOWN HEREIN. LARGE AND SFVALL MISSILE IMPACT, LEVEL D, WIND ZONE 3 DRAWN, F,A. Ml WINDOWS AND DOORS PLC 1001 W. CROSBY RD CARROLLTON, TX 75006 1445, 5347 AND 5547 VERTICAL MULLION CONFIGURATIONS AND CHART uwr wa. SCALE NTS I°ATE 01/06/09 03-00142 sHE -r 2 OF 4 DATE iAr'PRGVcr SIGNED: 06/15/2015 F D 'ZX j7fli''NAl. lI\N\\ PART NUMBER DESCRIPTION 1445,5347,5547 I X 4 X 1/8 MULL ALUM 1320 WOODIMkSONRY ANCHOR CLIP 1330 WOODMASONRY ANCHOR CLIP 1350 MOUNTING PLATE 1438 OOlDFklVWNRY ANCHOR CLIP 1ti1439ASONRYANCHORCLIPi Mi"WUM -'DGF DISTANCE Sf E SUBSTRATE NOT 1', 1&2 SHP J, I BY 07HERS 7, ------------ ANCHOR SCREW SEE NOTES I AND 2 A, ONSHEETIJN VERTICAL MUUJON TOP CLIP INSTAUAT70N SUBSTRATE - BY OTHERS VERT7CAL MULLION BOTTOM CLIP INS7ALLAT70N VlNWUV EDG-- D; S!ANlEl SEc. ENOFS 1&2 STIEET I ffilia DO 01-ml VER77CAL MULLION TOP CLIP INSTALIATION ANCHORSCREW fP, SEE NOTES I AND 2 ON SHEET 17- 7rl' 4- J SUBSTRATE BY OTHERS VER77CAL MULLION BOrFOM CLIP INSTALLA77ON P) IS'ANC,-- S-F MINI. MIUM EDGf NOTES 1,3r,2 DISTANCE SEE SHEET I NOTES 1&2 SHEET I IN HETPSI7D TO INITH 2D07 FBC 01/06/oX f R'L VCIED N07FS AND CHART 03/12/12 H.L. Pt' 4SED REVISED NSALLA710N DEINILS 1 06/12/15 Rj-, WKRsT3) I7H gIrt"gllq7Ag"_Ivldr-c))Irt,I Yll WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 1445, 5347 AND 5547 VERTICAL MULLION INSTALLATION DETAILS PRAWN NWG NO F. A. 08-001 7' 7" N T S '--'0 1 /06 /0 3 OF 4 8 SMS DRI; ING 24 11 MAX O.C. SIGNED. 0611512015 a41 TATE OF 0 T— T, A MULLION CLIP At MNUM6005 75 MULLION CLIP Af UiMNU—AX 6005 T5 m 1 '12' MOIJNTlNG PLATE T — T L V., A T 4" MULLION MULLION CLIP LAXA0C- ALM 5605 T5 ALUVNUM, 6005-75 RC11F D RE-',),S,,-D 70 COMPLY WITH 2007 F?C 0I/o6/oq I, S NQf' AND 'IART 031 2112 R,VGED NAVE io/iO3 A REVISED INSTALLATION DETAILS MULLION CLIP ALiA Nt AR-Fo 5—T5 M1 WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 1445 5347 AND 5547 VERTICAL MULLIONICOMPONENTS I F,A, 08-00142 5c LF N T-, I F)AI- 01/06/09 4 OF 4 SIGNED: 0611512015 51 T ATRF ZZ Florida Building Code Online Page I of' 3 LOFr a v"I s Home Log In Use; RIti,10at-, Hot Trails Suhmlt Surcharge Stats & Facts Publications PBC Staff BOS Site Map aks Search Product Approval tFSr R: Piitrlic Userp Ica ,« idbr m<<r...=... x.z::2..4 rm 7 a__.!.:.t t a, > Application Detail V r \VAS z 7 FL # 40 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer James Hardie Building Products, Inc. Address/Phone/Email 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 909) 349-2927 pi ngsheng.zh u @jamesha rd ie.com Authorized Signature Pingsheng Zhu pingsheng.zhu@jameshardie.com Technical Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng.zhu@jameshardie.com Quality Assurance Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng.zhu@jameshardie.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Ronald I. O9awa the Evaluation Report Florida License PE-24121 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 01/01/2018 Validated By .John Southard, R.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) 51andpAr ASTM C1186 ASTM E330 f,ca__ Ll Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect YgArr 2007 2002 littp://www.floridabuilding.org/prfpr_app dtl.aspx?paranl—wCjEVXQwtDgvRk6bsvZ661-"C ... 6/8/2017 Florida BUildino Code Online Page 2 of 3 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/17/2015 Date Validated 081/26/2015 Date Pending FBC Approval 09/07/2015 Date Approved 10/16/2015 Summary of Products FL # Mode NEumberorfumeDescription mmA j 13223.1 Cempanel Siding fiber -cement panel siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes zK Approved for use outside HVHZ: Yes 12.I tr n f r t rtl l 1 Impact Resistant: Yes FL13223F,- 1, In_ S ._Ce 7 _ I el 2tiL .<jdf Design Pressure: N/A Other: For use inside a HVHZ install in accordance with Verified By: Intertek Testing Services NA Ltd, NOA 15-0122.04 Created by Independent Third Party: No Evaluation Reports f_i_d_23 F_AE_[Pr ru1S r ...._°n i«'Is.:?_w tic-._ f t2E4 3 i,. E- s2 `R <_ 1,..,`: .1:.-1 I r..;_.I._: .r '.:i.:l?l?. Created by Independent Third Party: Yes 13223.2 T t Hardieldanel Siding fiber -cement panel siding Limits of Use r Installation Instructions Approved for use in HVHZ; Yes F 3 F I E + s L> 6 ', gt Approved for use outside HVHZ: Yes r I Fi F I 1_ ray i yif?{ Impact Resistant: Yes i t Design Pressure: NIA I _: _ F11NC _ 1 1 ;7 t € f Other: For use inside a HVHZ install in accordance with ; Verified By: Intertek Testing Services NA Ltd, NOA 15-0122,04, j Created by Independent Third Party: No Evaluation Reports F t r? rt mom- t Fs' t ric.,`x Created by Independent Third Party: Yes 13223.3 Prevail Panel Siding fiher-cement panel siding Limits of Use j Installation Instructions Approved for use in HVHZ: Yes r , , fir E r 20 h 1 1) pay t Approved for use outside HVHZ, Yes Impact Resistant; N/A l + Design Pressures N/A t 23 ; w(, t tan_-_c' Other: For use inside a HVHZ install in accordance with Verified By: Intertek Testing Services NA Ltd. NOA 15-0222.04. Created by Independent Third Party: No Evaluation Reports 27> her 1'. t r r f fi i ra Fr 2 r z r n l ..-' 11111-11-111 Created by Independent Third Party: Yes E3ack E xf pnl- is:: aaafL31all@n see Ft3'399vhane:Sti6-.a?-i<3,a The State of Florida is an AA/CFO employer_ Capyca t 2QQ--?Q7 i S ate of Fe ida _: RLIYac S,Saten}ent :: acc s t Ifty StateYdC"t :: Ret na State )er Under Florida law, email addresses are I'dN" reco de, If you do not adt your e-matt ad dress 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 road, it You have any questions, please contact 850.487,13._5. "Pur—ant to Section 455,275 1), Florida Statutes, effective October 1, 2012, lice sees licensed under Chapter 455. F.S.roust provide the Depamnent with an entail address if they have one. The emab#s provided may be used far official cornmre 'cah.o vfth the licensee. However :marl addresses are public record. Ifyou do cot wish to supply a personal address, please provide the D -partment with an email address which can be made available to the pubblic. To determine it you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: j Izttp; llwTww. floridabuilding.orglprlpr apl_dti.aspx?paratn=wGEVXQwtDgvRk6bsvZ66FC.,. 6/8/2017 Florida Building Code Online Credi Card PROJECT RIO-2556-15 ENGINEERING EVALUATION REPORT FOR ATTACHING JAMES HARDIE& BRAND FIBER -CEMENT PANELS TO WOOD AND METAL FRAMED WALLS WITH VARIOUS FASTENERS JAMES HARDIE BUILDING PRODUCTS, INC. 10901 ELM AVENUE FONTANA, CA 92337 TABLE OF CONTENTS PAGE COVER PAGE 1 EVALUATION SUBJECT 2 EVALUATION SCOPE 2 EVALUATION PURPOSE 2 REFERENCE REPORTS 2 TEST RESULTS 3 TABLE 1A, RESULTS OF TRANSVERSE LOAD TESTING 3 TABLE 1 B, SHEAR VALUES 3 DESIGN WIND LOAD PROCEDURES 4 TABLE 2, COEFFICIENTS AND CONSTANTS USED IN DETERMINING V AND p 4 TABLE 3, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE B 5 TABLE 4, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE C 5 TABLE 5, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE D 5 TABLE 6, ALLOWABLE WIND SPEED (MPH) FOR HARDIEPANEL SIDING 6-7 LIMITATIONS OF USE. 7 AS PRODUCT EVALUATOR, THE UNDERSIGNED CERTIFIES THAT THE LISTED PRODUCTS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE ASCE 7-10, THE 2014 FLORIDA BUILDING CODE, AND THE 2012 INTERNATIONAL BUILDING CODE, RONAL.D I. OGAWA & ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX JAMES HARDIE BUILDING PRODUCTS, INC, 1-888-542-7343 info@jameshardie,corn James Hardie Product Trade Names covered In this evaluation: HardrePanelyy Siding. CerripaneW Sefing ., Prevail- Panel Siding EVALUATION SCOPE: ASCE 7-10 2014 Florida Building Code 2012 International Building Codea) RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2556-15 EVALUATION PURPOSE: This analysis is to determine the maximum design 3-second cast wind speed to be restated by an assembly of HardiePanel (Cempariel, Prevail Panel) siding fastened to wood or metal framing with nails or screws, REFERENCE REPORTS: 1. Intertek Report 3067913 (ASTM C1 186) Material properties HardiePanel Soling 2, Ramtech Laboratories Report IC- 1270-94 (ASTIV, E330) Transverse Load Test, 5,116' Thick by 48 inch wide HardiePanel Siding installed an 2X4 Hem -Fir wood studs spaced at 16 inches on center with a 6d common galvanized nail 3. Ramtech Laboratories Report 'C- 1271-94 (ASTM E3301 Transverse Load Test, 5116" Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hern-Fir wood studs spaced at 24 inches on center with a 6d common gatvansed nail 4. Ramtech Laboratories, Inc, Report 10868-9711475 (ASTM E530) Transverse Load Test, 5!16" Thick by 48 irtch wide HardiePanel Siding installed on 2X4 Group It SG=O 36 wood studs spaced at 16 inches on center with a 40, 0.091 inch shank by 0225 inch head diameter by 1.5 inch long ring shank nail 5, Ramtech Laboratories Report IC-1054-89 (ASTM E330) Transverse Load Test, 14" Thick by 48 inch wide HardiePanel Siding installed on 20gauge Metal studs spaced at 16 inches On center with a No B X 1 in long X 0.323 in head diameter ribbed bugle head screw 6. Ramtech Laboratories, Report IC-1055-89 (ASTM E330) Transverse Load Test, 1,14"Thick by 48 inch wide HardiePanel Siding installed an 209auge Metal studs spaced at 24 inches on center with a No 8 X I in. long X 0.323 in head diameter ribbed bugle head screw 7- Ramtech Laboratories, Report 11149-98/1 554d (ASTM E330) Transverse Load Test, 1/4" Thick by 48 inch wide HardieParrel Siding installed an 20gauge Metal studs spaced at 16 and 24 inches or) center with a ET&F 0,100 in. knurled shank X 1.5 in. long X 0,25 in. head diameter pin fastener 8, Ramtech Laboratories Report IC-1 273-94 (ASTM E72) Racking Shear Test, 5/16" Thick by 48 inch wide HardiePanel Siding installed on 2X4, Hem -Fir wood studs spaced at 16 inches on center with a 6d common galvanized nail 9. Ramtech Laboratories Report iC-1274-94 (ASTM E72) Racking Shear'f est, 5,116" Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem -Fir wood studs spaced at 24 inches on center with a 6d common galvanized roil 10, Ramtech Laboratories, Inc, Report 1,0868-97i1475 (ASTM E72) Racking Shear Test, 516" Thick by 48 inch wide HardiePanel Siding installed on 2X4 Group It SGw0,36 wood studs spaced at 16 inches on center with a 4d, 0 091 inch ,bank by 0 225 inch head diameter by 1.5 inch long ring shank nail 11, Ramtech Laboratories Report IC- 1057-89 (ASTM E721 Racking Shear Test, 51,16' Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem -Fir wood studs spaced at 16 and 24 trines on center with a No 8 X 1 in, long X 0,323 in head catheter ribbed bugle head screw 12. Reminach Laboratories Report 112&4-99/1580 (ASTM E72) Racking Shear Test, 5/16' Thick by 48 inch wide HardeParrid Siding installed on 2X4 Hem-Firwocto studs spaced at 16 and 24 inches on center with a ET&F 0,100 in knurled shank X 1,5;n long X 0 25 in head diameter pin fastener 141 TttFpp3+[+ Mqq$}}1(6s7 f1IP(j77 fa R, STIA' TE, C)F 0- Fwo 46,JED loam ILIX RONALD I. OGAWA ASSOCIATES, INC, 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2556-15 JAMES HARDIE BUILDING PRODUCTS, INC, 1-888-542-7343 info@jameishardie.corn TEST RESULTS: Table I a, Results of Transverse Load Testing Frame Ultimate Design Thickness Width Spacing Perimeter Field Load Load' Report Number Test Agency in.) hn,) Frames(in-) Supports Supports Fastener T PSF) L IC-1270-94 Ramtech 03125 48 2X4 mod Hem -Fir 16 6 6 9d common 149 SFI 487 IC-1270-94 Rannoch 03125 48 2X4 wood Hem -Fir 16 4 4 ad common 7236 787 IC-1271-94 Ramtech 03125 48 2X4 wood Hern-Fir 24 6 6 6d common 94 313 IC-1271-94 Ramtech 6 3125 48 2X4 wood Hem -Fir 24 4 4 Sd common 143 477 10868-9711475 Rannoch 0,3125 48 2X4 wood. SG 0.36 16 4 8 4d, 0,091 in. shank X 0.225 in. 10.0 HD X 1,5 in. Iona nno shank nail Min. No 20 gauge X 3.625 in. X Min, No 8 X 1 in, long X 0.323 in IC-1054-89 Ramtech 0,25 48 16 6 6 head diameter ribbed bugle 169,9 56,151375inmetalstud head screw Min, No 20 gauge X 3.625 in. X Min. No 8 X I in. long X 0.323 in IC-1051W9 Ramtech 0,25 48 24 6 6 head diameter ribbed bugle 919 30,61375inmetastud head screw Min. No 20 gauge X 3 625 in, X ET&F 0, 100 in, knurled shank X 11 149-9b, 1554d Ramtech 0,3125 48 24 4 8 1.5 in long X 0.25 in. head 170 5671,375 in metal steel diameter pin fastener Min, No. 20 gauge X 3,625 in, X ET&F 0A00 in, knurled shank X 11 149-qty1554d Ramtech 03125 48 1.375 in metal stud 16 4 8 1.5 in long X 0,25 in, head 101 337 diameter pin fastener 1, Allowahe Load is the Ultimate Load divided by a Factor of safety of 3, 2. Fmrdre]Panei Siding complies with ASTM C1 186, Standard Specificalton to, Gnade, il, Type A Non-asibesios Fibor-Cement Fiat Sheets, Table 1 b, Shear Values Allowable Loads in Pounds Per Lineal Foot for Panel Shear Walls ' ' Frame Ultimate Allowable Thickness Width Spacing Perimeter Field Lead' Laid' Report Number Test Agency in-) tin,) Frame T be in.) Supports Supports Fastener Type. 0) Pit) IC-1273-94 Ramtech 03125 48 2X4 wood Hem -Fir 16 G 6 6d common 603.8 2of 3 IC-1273-94 Ramtech 0,3125 48 2X4 wood Hem -Fir 16 4 4 6d common 698.8 232-9 IC,1274-94 Ramtech 0,3125 48 2X4 wood Hem -Fir 24 6 6 6d common 460,0 1533 IC-1274-94 Ramtech 03125 48 2X4 wood Hem -Fir 24 4 4 be common 637,5 212.5 10868-9711475 rm Raech03125 48 2X4 SG 036 wood, 16 4 8 4d, 0,091 in, shank X 0225 in. 19& 5 HD HDX 1.5 in, Ion rin shank nail Min. No 20 gauge X 3,625 in, X Min No 8 X 1 in long X 0.323 in IC- 1057-89 Ramtech 0.25 48 1 375 in metal stud 16 & 24 6 C head diameter ribbed bugle 9900 123-8 head screw Min. No 20 gauge X 3,625 in X ET& F 0.100 in, knurled shank X 11284- 99/1580 Ramtech 03125 48 16 4 8 1,5 in, long X 0.25 in, head 1227,0 153A 1 375 in metal stud diameter pin fastener ET& F 0.100 in, knurled shank X 112S4- 991580 Ramtech 03125 48 Min, No 20 , gauge X 3 625 in, X 24 4 8 1.5 in long X 0,25 in, head 1060.0 1325 1 375 in metal stud diameter pin fastener L All board edges shall be supported by framing. Parise shall be applied with the long dimension either parallel of perpendicular to studs, 2, The maximum beight-to-longm 3, In the framed assemblies ratio to,, construction the in this load is based Table, is the 21, load 1/8 detection. G .4 steelallowableonaverageatinchnetC4 4121 TAtEOF Ilk- Z c XX 10 RONALD 1, OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2556-15 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 iiifo@jamestiardie.com DESIGN WIND LOAD PROCEDURES: Fiber -semen: siding transverse load capacity (wind bad capacity) is determined via compliance testing to transverse load national test standards Via the transverse load testing an allowable design load is cattermirnlell based an a factor of safety of 3 applied to the ultimate test load, Since the allowable design load is based on factor of safety of 3, allowable design loads on fiber -cement siding correlate directly to required design pressures for Allowable Stress design, and therefore should be used with combination leading equations for Allowable Stress Design (ASD) By using the combination loading equations for Allowable Stress Design (ASC), the tested allowable design ideas for fiber -cement siding are aligned with the venrl speed requirements in ASCE 7- 10 Figure 26,5-IA, Figure 26.5-1 B, and Figure 26,5-1C, For this analysis, to calculate the pressures in Tables 3, 4, and 5, the load combination wit be in accordance with ASCE 7-10 Section 2.4 combining nominal loads revingalloarable stress design, load combination 7. Load combination 7 uses a toad factor of 0 6 applied to thin wind velocity pressure. Equation 1, q,=O 00256*K,'K,,'K,*V' (,e€ ASCE7 It' aqraha,00 3- 1; cl, velocity pressure at bright zz K, velocity pressure expostire coefficient evaluated at height z K, topographic factor K, varid direofinnality factor V basic wind speed (3-secorld gust MPH) as determined train [2012 16C. 2014 FBC) Figures 1609A, B. or C; ASCE 7-10 Figures 26,5-IA, B, or C Equation 2, V=Va (Icl u & 2,"'" 4 F8C Sccoolb'C"' I di>hniroim,'} V,,, , uthinate design wind speeds (3-second gust MPH) determined from f2012 IBC, 2014 FBC] Figures 1609A. B. or C; ASCE 7-10 Figures 26.5. 1A, B. or C Equation 3, p=q,'(GC,-GC,) 0ef ASCE 7- 3"' 60 GCv product of external pressure coefficient and gust -effect factor GC,, product of internal pressure coefficient and gust -effect factor p design pressure (PSF) for siding (allowed* desgn load for siding} To determine design pressure, substitute q, into Equation 3, Equation 4, p=0.00256'K,'K,,'K,V,,2-(GC,-GC,) Aflowabitit Stress Design, ASCE 7- 10 Section 2 4A, load combination 7 Equation 5, 0 6D , 0,6W ,r,'( ASCE 7-10ow,,tron 2 4 % loac camvinavon D dead load N vand load To apticonere the Allowable Stress Design Pressune, apply the load factor for W (tvire) frorn Equation 4 to to,detogn pressure) determined from equation 4 Equation 6, P_ = 0,61ol Equation 7, IF_ = 0.6'f0002,%*K,'K,.'K,,'V,,2'(GC,,-,-C,)I Equation 7 is used to populate I -able 3 4, and 5. To doterasne the allowable uttirrialebttsic wind speed for House Siding in Tabfe 6, sales Equation 7 for V, Equation 8, V,,, = (pvi/0 6*0,00256*K,,*K,,*K,*(CC,,-GC,,))" Aporcable to mrthods specithed in Exceptions I through 3 of'(2012 ISC 2014 FBCI Section 1609 1. I_ to determine the allowable norninaidestgn wind speed (Varsa) for Harare Siding in Table 6, apply the conversion formula below, Equation 9, V_= V"" " to 6)" per '1012 "SC & 20 ,4 FBC Seooi; 1609,3 V., , Nominal design wind speed (3-second gust mph) ", ef 291.1 & 14 1 8,Sec N- 11)02 fr Table 2, Coefficients and Constants used in Determining V and p, 0 G 24121 e S7A"` EVF1 c fp RE6 ollillm mirl\ 0 RONALD I. OGAWA ASSOCIATES, ING, 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2556-15 JAMES HARDIE BUILDING PRODUCTS, ING. 1-888-542-7343 info@jarnsishardie,corn Table 3, Allowable Stress Design - Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category B, WindS he 3-second qusl 100 105 110 115 120 130 140 150 160 170 180 190 200po 210 Height (it) B 6 B B B B B B B B B B 0-15 144 15.9 1-7-5 19-1 24 4 -283 325 7'3- - 11-370 88 52,1 57 84N637 20 144 159 75 16- T 0-8 2-44 29.3 325 L7-46 ITO -417 4-6868 5-21 55-78 f,3,7 25 -14A 15,9 17.5 19,1 20.8 244 -28.3 32.5 37,0 -41,7 A6,8 52A 57.8 63,7 7--1430 4 159 17,5 19,11 20.8 24.4 -28,3 32,5 37,0 -41,7 6846,8 52,1 57,8 63,7 35 -15,1 6.6 82 99 217 4 295 33.9 386 Z8 8 4 60,2 66A 40 -15,7 17.3 19,0 20,7 22,6 26.5 -307 353 40A -45,3 508 56-6 6217 691 45 -16,2 17,9 196 21 Z72-33 274 -3117 3614 41.5 -46 8 585 64,8 714 50 - 163 184 TO-2 f2-1 2-8 2 -32,7 37 6 42.8 -483 54A 76-0.3 66" 73 1 55 - 17A 18S 20,7 22,6 24.7 F8 9 33.6 1 -38,5 1 -418 49 5 55,5 61,8 C 85 755 25. 21 4 29, 6 1 4' 1 -Sn 72-9 772-47 10 24 I 1 9 Table 4, Allowable Stress Design - Component and Cladding C&C) Pressures PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category C, Wuxi _ x-ed 3-sa condqust) 100 105 110 TTT-1-TT120 130 140 1,50 1-60 1-70 184 1-9-0 20-0 Hei ht (ft) C c c C C C c C C C C C C 0- 15 -17,5 19,3 21 2 23 2 25,2 29.6 -34 4 39,5 449 -50,7 56,8 63,3 70,1 121,) 77,3 20 - 18,15 fO-5 70-5 24 6 26,7 4 -64 41,8 47 S --53,7 01 7,- 74,3 81,9 25 194 21 4 T3- 9 56 i-79 3-28 3-80 5-6- W-6 -6 -0 7 -8 TO-0 TI-6 8 5 85530 - 20-2 22,3 24,5 26,7 29,1 34,2 -39,6 45,5 5ta -584 65,5 35 208 230 252 27,6 30,0 35 2 -40-8 46,9 53.3 -60,2 67,5 75,2 833 40 21-5 217 26,0 284 30,9 363 -42,0 48,3 54,9 -620 69,5 77A 91, 9 85, 8 -94,6 45 22,0 24,2 266 29 1,-31,6, 37,1 -43,1 49,4 562 -63,5 71 2 79,3 87,9 -96,9 50 22,5 24.8 27,2 291 32.4 380 -44 1 50,6 57,6 -66,0 72.9 81.2 89.9 -99.2 55 22 9 7- 7 77- 03 30 3-87 4-49 1 -5 5-86 -'76- 2 7- 4 2 7-R- 7 1 6 75TT 3 7Z'-7 779 7'- 7,T 33,6 3q,4 84A W-2 -1028 100 32,6 35,9 39 4 43 1 46,9 550 -63,8 733 834 -94 1 105 5 117 6 130 3 -143.6 Table 5, Allowable Stress Design Component and Cladding C&C) Pressures PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category D, Wind Speed (3-seGond us!) 100 25=10 15 120 30 140 150 160 70 180 lqO 200 210 Heiiii Int (ft) D D D E) D D D D D D D D D 0- 15 21 23A 253 2-8 1 7C-16 735 _9 -4-1 6 7-78 5-44 -6-1 4 768-8 767 8-50 793-7 20 2-23 ----L27-64" 6-r5 221-0 T9-5 3-2 1 737 -7, -4-37 501 7- 5-70 44 22 8-0.4 89. 1 -98,2 25 23.1 25.5 28,0 30,6 33,3 39,0 -453 52.0 591 -66,8 74,9 83.4 92A -10" 9 30 219 26A 29.0 31,6 34.5 404 46 9 53,8 61 .3 -69r2 5 777- 86-4 10- 95.7 5 35 24 271 29,7 32 5 35,3 41 5 481 552 62,8 -709 795 88,6 982 -"' , 40 25,2 277 30,5 333 361, 42 5 493 56,6 64A -723 81,5 90,9 1003 -1" 0 45 257 2&3 31 1 340 37,0 434 503 578 657 -74 2 83,2 92.7 1027 -1133 50 26.2 28,9 31.7 34,6 37,7 443 513 58,9 67 1 - 5,7 84.9 94,6 104,8 115,6 55 26,6 29.3 32,2 3521 38 3 450 59.9 68.1 -76,9 86,2 96.1 106 4 -117A 7 -- 71, 1 T5 7 377 1 44-52, 2 I - PT 7MT -1192 10C 73770:77 4 47 S 9 3. -1 1362 5 72 83,2 394 r -Ar A 198 1 Tables 3.4, and 5 ,,,a based on ASCE 7-10 and consistent wth the 2012 113C, 2012 IRC and the 2014 Florida Building Code RONALD 1. QGAWA ASSOCIATES, INC 16835 ALGONQUIN STREET ##443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT. RIO-2556-15 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 ii)fo@jameshardie.comjameshardie.com Table 6, Allowable Wind Speed (mph) for Hardielsanet Siding (Analytical Method In ASCF 7-10 Chapter 30 C&C Part t arrd Fart 3)e 2012 IBC, 2014 FBC 201218C 2014 FSG Allawabie, Ultimate Allowable, Nominal Design Wind, Speed, Design Wind, Speed, 3-second dust mph) 3-second gust mph) Appdi,,r,bl e io ,nethods Applicable to r eetflud5 speCified is [2012 IBC, sreii i+ Exceptirzr;s 1 2014 FBCI sectior, through 3 of [2012 IBC. 6o9-1.1 _ as determined by 2014 FSC) Section 12012 !BC, 2014 FSCI 1609,1.1. Figures 1609A, B, or C. Coefficients used in Table & calculations for Wind exposure category Wind exposure category Srdmg K Product Stud Bu4ldinq Allowable Width Fastener Fastener Frame Design t'roduct Thickness Spacing He(ght` B C D B G D inches) ( inches} Type Spacing Type { inches} feet Land P3F) Exo 6 Exp C Exp D 2X4 Fiaroie Panet& 51,16 48 6d 6 wood 16 oorn no. Hem -Fir 2X4 HardieloaneMs 5116 48 6d 4 woad 16 Gammon Hem -Fir 30 141 124 114 1'44 9fi 9 -3?.3 G-7 E 0-98 5-16 1 0-88 -1.A 0.18 Hart}ie PanetS> 5t16 48 ed Gammon 6 2X4 wood Hem -Fir 24 35 40 45 144 141 139 123 121 119 113 192 112 109 110 108 95 94 92 87 -3?.3 86 .313 61. 9 073 0- 76 0- Y8.5 1. 01 1, 04 1. 085 1. 19 1. 22 t2a5 1 0- 85 -0.4 0- 85 -14 6. 55 -14 0- 1F 0- 18 0- 18 50 137 118 1p9 106 91 85 -31-3 0-tt1 1-09 1 27 1 0-85 -1.4 0.18 55 135 117 108 105 91 S4 -313 6-f33 1.v1 129 T 6C-85 -t-4 p_1s 60 134 116 108 193 90 83 -31.3 0.85 1.13 1.51 1 G.85 -1 4 0.18 100 111 98 P2 86 r6 71 -31.3 7-99 1.2b 1.A3 h160 Y 0.85 -1.6 0-18 0- 15 182 165 156 141 128 116 -47.7 0-7 o.a5 1.03 ns6o 1 c.85 -t.4 0_18 20 182 160 146 141 124 113 -a77 0.7 G-9 1. 8& 1 0.H5 -ta 0.18 25 182 157 144 141 121 f11 -47,7 0.7 f3.94 1-12 i 0-85 -9-4 Q-'t8 90 182 154 41 141 19 109 47.' 0-7 0.98 9.16 G-&9 -1 4 0.18 Hardiei' ara1J 5116 48 6d 4 2X4 wood 24 35 40 178 174 151 149 139 138 138 135 117 116 fp8 a71 107 - 47.7 0. 73 0, 76 1. 04 1, 04 1. 19 122 1 1 G-& 5 -ta 0, 85 -1A 618 0- 18 i. omaian Hann - Fir 45 172 147 136 133 114 106 -477 0.70. 1065 245 1 0,85 -1 4 0.18 50 169 146 135 131 113 105 -477 cst 1.09 27 1 0.85 -1-4 0-18 m, 167 144 134 129 112 104 -4Z7 0-&3 1,1 i 5-29 1 G86 -1 4 0.18 60 65 43 133 28 ill 103 -47 7 5r, 1,13 1.31 1 0-85 -1 A a-18 00 137 121 114 1p6 94 88 -477 099 i-26 43 h>60 1 0-&5 -t8 018 0- 15 i44 131 119 112 101 92 -30-0 0 7 0,85 1-t03 hs60 1 0-65 -` 4 01es 20 144 127 116 112 98 1 90 1 30.0 07 0-9 1,08 1 0,855 -1 4 4.18 25 30 144 144 124 122 114 112 112 112 96 94 8II 30,0 fS7 - 30-0 0. 7 0. 0. 94 0- 98 1. 12 tis t 1 0- 85 -1 0-& 5 -1 4 4 0_ 18 t)- 1S HardiePanek 5116 4H 4d, 0-Q91 in. shankX 0, 225 in. HD X1in in. long ring shank nail 4 edge Hfield 2X4 wood SGz0, 36 16 35 40 141 138 120 118 111 109 109 107 93 92 86 . 30-0 85 - 300 t?. 73 0_ 76 1- 01 104 1- 19 1. 22 1 1 85 - 1 0- 85 -14 4 0.18 0. 18 45 60 55 36 134 32 17 116 14 68 01, 107 104 fi 03 91 9 69 4 30-0 83 30-0 62 30.0 07& 5 0- 81 Ci.& 3 1. 065 1. C19 t 11 1- 245 1. 27 9 1 G.85 -1-4 G-&` a -1-4 085 - 14 Pt$ P- 18 Q18 60 131 113 105 01 SS 82 30.0 65 1 13 1.31 085 -1.4 p 1H 400 1(lA 9fi Q(1 ?i4 74 7C -30.0 C.98 3.2F i 43 h>GO i C.88 -1.II o.1& JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 infoQameshardie.corn RONALD 1. OGAWA ASSOCIATES, INC, 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT, RIO-2556-15 Design Wind, Speed, Design Wind, Speed, V014, V.,c, 6, 3-second cludl mph) (3-second gust mph) Applicable torriethods Apphcabie to methods specified in [2012 113C, 2014 Fact Section rpoorfied in E.cophono I "T t U V-1, through 3 of [2012 MC, "Ihmm liSiollio9lIasdo"armin ed by 2014 FSCI Swunron12012isc2014fABC11i6o9iI Figures, 1609A, B, or G Cfadtficients used in Table 6 calculations for jud exposure category wind exposure e.ateopr fuchre; K, p`=ontu Stud I' u"" ln gI owata Width ;l. n., Fvrde,.,Frame , Ersqn Product Thickness Sp.orng,.,a,6 C D d C inches (inches} YP Soon:,T inches} (feet} heeb loon' Firm. No 8 X 1 in. long X Min. No, 25- 198 153 75-3 7- 32, Tl-') 121 T1 _ 9 56e 07 0,94 112 7 s5 1. 4 1 0,323 in 20 gauge 30 198 167 154- S-66 j 7 7- 98 16 1 0-th, 1--4 018 head X 3, 625 35 194 165 152 150 128 118 073 1,01 9 1 6 is HardiePanicK, 114 46 diarnerw 6 in X 16 40 190 162 150 147 126 1-'2- 4- 116 7- 6 566 6 0, 76 o 1, 04, 1,22 T -,-4T 1 C, 85 1 4 ro " 018 ribbed375 in 45 87 1 161 1488 115otter T i 085F-- 14T0 0,851 1 4 1 018 bugle head metal 50 7- 84 59 159 147143 123 114 1 5 6, 6 6,81 1,09 2-7 i 18 stud 55 182 14 F, 41 2 13 5f, F, 83 11 7- 24 1 0851 14 1 0,18 screw, 60 T- 80 157 156 145 1 139 121 112 56's 0.85 1,13 T7-r,- 1 . 31 1 1 5 _2 4 016 I 100 49 L_ 2IL_ L2 _ 4 115 102 96 56,6 11 go 2 1 43 h,60 1 0 815 1 a 0 18 L)- 15 146 132 120 113 102 93 3 316306 07 0 85 1.03 road 1 0,85 1.4 0.18 6 2 _ 8 7 17 7 99 9, 91 30e1 11 W 0,85 14 018 Min, No 8 X 1 in. long X Min, No, 20 25 146 126 U; 115 71- 7 113 97 89 89 30a x a607 0, 94 1,12 1 0,85 71-4 6-1 El- 0 323 in 20 gauge 30 46 5- 1 3 95 88 36T,,6-- 70,98 5.18 1 085 1 4 018 head X 3, 625 45 43 12 111, 94 86 30,6 0 r3 101 1.19 1 0,85 7T4- 1-8 HardlePaneI& 1/ 4 48 diameter 6 in X 24 40 140 119 110 108 93 85 30 6 0,76 1 104 1,22 I C 85 1 4 0.18 ribbed 1, 375 it, 15 37 L_ 11810T 106 ql 8,5 30.6 0785 1.065 1,245 01 85 14 018 bugle head metal 50 135 117 108 105 910 84 106 081 1,09 1,27 1 0,85 14 018 stud 55 L1 6 C 7 04 90 83 30,6 0,83 111 29 1 0 85 14 C1,18 screw' fiQ 134 132 115 106 102 89 82 30e Qd5 1 Q 1,31 1 1 0,85 14 0 18 100 109 97 91 85 75 70 306 0 9q 1,26 1 43 h>60 a, 1 85 718 18 0-15 198 180 163 153 139 127 511 7 77 7 78-5 13 77 d- 7 85 2_ 14 18EI&F 20 1 8 75 160 153 135 24 56 Y 0 7 09 i 1, 08 1 C85 14 018 0.100 in, knurled Mon No 25 198 171 157 11,3 132 121 56 ' a 7 0,9,4 1 12 T 1 08 1L shank X 20 gauge 30 18 L--- 167154 153 130 19 56 7 0 98 1 , T 1 1 621 0 16 1-5 in long 4 edge X 1625 194 79 0 165 63 152 150 128 118 5 b 07 3 1,01 T(- 1- 9 0'.85 1 4 018 HardielorinelS 5, 16 48 X 0,25 In. 8 field in, X 16 40 150 147 126 16 513 7 07 6 14 22 1 1 b5 0. 18 head 1, 375 in 4-5 Ti 9- T4 -7 T4 -3 fig 567 0781, 1,065 1,245 h s k s diametermetal 50 4 114 114 567 567 0-81 1-09 1-27 1 as 0,8514 c 1, 018 stud5. 5 82 157 14 141 122 122 11356,7 0,83 IAI Qsn 14 0,18 pin fastener' So 86 TS6 45 39 121 121 112NEE 63se.? 0851 13 1,13311 7- C 85T1-4 77 f5_ 1 7F 100149 132 124 115 1,2 102 967 567 0991 26 143 r,,60 1 0851 1-8 1 53 139 126 118 337 0, 7 oks 085 103hs60 1 085 1 4 018 ET&F 0.100 in. 5 20 2 153 135 123 11 1_304L_ 9533,7 i, 07 at, 0,9106 1 0,85 1.4 0 18 Min, Na. 25 153 132 121 118 102 94 0,9c- 1.12 1 0,85 1 4 0,18 knurled 20 gauge 30 3d i-- 53 T-29 1-19 1-18 1 00 12 F 01,,7 h 7 098 1.16 1 085-14 018 shank X 5 in 10,19 4 edge X 3,625 35 V40 7 )0 27 1 -7 T! -6 9-9 9-1 317 0 73 1,01 1,19 1 085 -71 4 1-8 Hardiel'anerg 516 48 X 0, 25 is 8 field in of 24 0 147 90 337 33 076 ID4 1 22, i C85 14 018 1.375 in 45 14-4-71-24---1-15--1-12 9-6 8-9 7 1. 1.245 1 118 head diametermetal 50 0 4222 111 11 88 33 78-1 1, 1 7 1 i-4 085 14 018 stud 55 940 121 113 109 94 87 337 oe3- 111 129 1 0,85 14 016 pin fastener' O L39 20 L 1207 L_ 3a_ 73,7 i_ 85, L8 113 131 1 085 14 018 1. Screws shall penetrate the metal framing at least three full threads 2. Knurled shank pins shall penetrate the metal framing at least 114 inch, 3. Building height = mean roof height (in feet) of a building, except that eave height shall be used for roof angle 0 less than or equal to 10' (2-12 roof slope). 4, Vult = the ultimate design wind speed (3-second gust mph) as determined by [2012 IBC, 2014 FBCJ Figures 1609A, 1609B, or 1609C, ASCE 7-10 Figures 26 5-1A, 26,5-1B, or 26,5-1c 5. Vasd -- the nominal design wind speed applicable to methods specified in Exceptions I through 3 of 12012 IBC, 2014 FBC) Section 1609,1.1, 6, The wind speeds in (2012 IBC, 2014 FBCj Figures 1609A, 1609B and 1609C are ultirnate assign wind speeds, Vult, and shall be converted in accordance with 2012 IBC, 2014 FBC] Section 1609.3.1 to nominal design wind speeds. Vase, when the provisions of the standards referenced in [2012 IBC. 2014 FBC-, Section 1609.1,1, Exceptions 1 through 3 are used, 7. Linear interpolation of building befght and wind speed is permitted, 8 Wind speed design assumptions per Analytical Method in ASCE 7-10 Chapter 30 CRC Part I and Part 3 K,= 1, K,=0,85, GC,=-1 A (hs6O), GC,=-1,8 h,60), GC,,=O, 18, LIMITATIONS OF USE: 1) Fastener pullout must be evaluated when installed a speores of woad studs other than that which was tested. h PROJECT RIO-2578-15 ENGINEERING EVALUATION REPORT FOR ATTACHING JAMES HARDIEI ND FISER-CEMENT PANELS TO WOOD FURRING SOLLITiONS JAMES HARDIE BUILDING PRODUCTS, INC, 109.01 ELAM AVENUE FONTANA, CA 92337 TABLE Of CONTENTS PAGE COVER PAGE I EVALUATION SUBJECT 2 EVALUATION SCOPE 2 EVALUATION PURPOSE 2 REFERENCE REPORTS 2 TEST RESULTS 2 TABLE 1A, RESULTS OF TRANSVERSE LOAD TESTING 2 TABLE I B, ANALYSIS OF ALLOWABLE LOAD F70R 08 SCRE"AT 10- 0,C, 2 JUSTIFICATION OF USING THE RESULTS ON LIGHT GAUGE STEEL FRAMING 2 DESIGN WIND LOAD PROCEDURES 3 TABLE 2, COEFFICIENTS AND CONSTANTS USED IN DETERMINING VA D p 4 TABLE 3, ALLOV%ABLE STRESS DESIGN C&C PRESSURES EXPOSURE 8 4 TABLE 4, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE C 4 TABLE 5, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE D 4 TABLE 6, ALLOWABLE tMNO SPEED (MPH) FOR HARDIF-PANEL SIDING 5-6 AS PRODUCT EVALUATOR, THE UNDERSIGNED CERTIFIESTHAT THE LISTED PRODUCTS ARE IN COMPLIANCE WiTHTHE REQUIREMENTS OF THE ASCE 7-10, THE 2014 FLORIDA BUILDING CODE, AND THE 2012 INTERNATIONAL BUILDM CODE, RONALD 1, 0GAVA & A`,SSOC' ATES, INC, 16835 ALGONOVIN STREET 9443 HUNTINGTON PEACH, CA 92CAO 714-292-2602 714,147-456'5 FAX iVGAI RONALD 1, 0GAVAA550CWFES, MC, 16415 AL GONOURN STREET #443 HUNTINGTON SEACH, ' CA 92PA9 714,292--2W22, if 1 714-847-*MM PROJECT R*-25778-15 EVALUATION SUBJECT HartlivPattoW Siding taaxssaMArdW Pr"wV4*4 kaffos covomd W tWo evato&Uon; mw'snos s"'bnq &mvg' pa'm4 "a' I EVALUATION SCOPE. 7-10 nmlaa amvv G. 00cw 2012 InImmat"W4 Reuxtemm" coft EVALUATION PURPOSE, TN4 eR'Vvgm a W dA%vmn& M*X'.r* ^ 0*&,,Qn 3-seainO quxl, wind srawl ho try m"%4 4,v an &*wMby 01" P'QW Poew" wl""Q fo"m"We V" -mod MW Same A'; o4bmsft ar saw.% REFERENCE REPORTS., 4. mlefuk Rwv, 10202cwaccx" 00"A. Tr*e 140 t"l on mWomp4m TEST RESULTS: Tate W Ic Ro* uft Load T**tkV Fastermt sp*QN' SP40N 8 490,w T'gm Loal CSa' Sl a—, 0 34'`J 48 ' AA -oC4 StW' 'W4, ft'* vy a it 6 NO el X 1 25' tv'v A 0,123' Hr" I C0 7 6 p,*, '"'clum 00 sff -4-mg 2YA wo, 4 sk4, 3.4- fto\ 4 3 V oft*d bvft howl KMws Nto a x I ms' w n' x r, 32r MCI ii 10202436,K=001A htoll"' 0 13 125 44 16 ft SK tw&-V 8 Abbo' l t'4p'a t* A4 Sao" I Ml124X3CC*,00,l A L" tallft 01,125 (di -W VW, V4' ' Mcm t y a V to NO a X 1 12 211" wg A 0 321' 1410 4 C304 W'do w-F u-mg mM*0 hp'"say.4 2X4 Wood SlUll, 114- ftM by 3 5' I Q202436'3rlrl*l00l A in"hwt" -1 46 16 0 0 21 HD . 1 5' 6 P o' W, hs'wg 2X4 WONI Mud, 1'4' lrwlv Oy 15 Ptall" 031.15 48 24 H, I M, 1*llwwWWI* :mWlwd W, ho' A5Q w1na'! poneVat'M IMXI the tr*'"JV momtwa 2.. AIWWANe "OW M irk t friklm ummota kw 0"004 tly a lamr 01, "10ty Of 3 2 HamloPwal SVv wmp&*sm%) ASTM Cll ", vsnr,'vv spear ouon Kw Ge'a0v P" T,),m A M tstwS,'" F'14"*"cS,"0w FW V'Oefs To W AmTyrd* at A09vable Lead free " Scmw at 10' OZ. pe '"''o 5 Favene, S a 11 10 F"'w" T, Oleo, 1 0 ft 0 354 W4 mkl"'kavt fmft-rw knad 00 315 9 — 11 1 Thy tagaw ` fax $6 items s: fl" 0 C ae owl:3"wc as ""ea"wage wl v'c mv rm""ts fw 6v-4 12" C C 7 +Qod ia-"' of, sat-W a, V* * p8a" of la- 0'c mtofeywq cw te C&kwtwoo oy mw'v'*wwQ V* mumf v famew w e- ar"I 1 « 0 C s'm' bot" wau W"lw""* modS W Smae"e" r"O v-"mua" lmE`":-,% panw"t AS Inow"n . tray"..... V* atoww't"'d tw #a #1 tl+O C to wwd fiwm a 34,8 p*l J.wfffkalian of kn vm wL'W l M"nQkxxooms e fA&Wws W*" #ftKt*a U'Vmv ", w WWrwf mv'u`r'-,4 w allaa'o,'.aOtt w mm tw-""g cm' smxl aff'w t'ana's vw"wome kosc' v"* pm" rasln,rtmway, M, antwe ev t'm",q amoc-mem Wma fampq momoo"S to Ns'-o wup-m4on, "-4' RONALD 1. 0C^,Y%ASS-(,)C4ATES, WC, 16835 ALGONUAN Sl REET #443 HUNTINGTON BEACH, CA 92649 7) -714,2,92,M2, (F) 714-64746,45 PROJECI, R10-2678-15 DESIGN WIND LOAD PROCEDURM ktw-Q-w,"k SON vwnaw" low cwaot tw%m food cap"*" m dowmViod v% comptanc* Mary to kow "atom" tow nano wo" —A mo 1"Anuo's. mac wwm; 4, akoavo d40 M baw on a wtv 0 wfvry. V, a VA-mo w ft um" to tam *ad equa"on 1, 4'..0 MMIK,1,, N lv' 1W 7-To #4"Aror Y,) 3-1) vow- ty prostum w *,Rm 2 K. wiootyVoWwV *Mlolk" Wo'bu*lt ovW,,aWd V, TWIgM I foo- mz K wind %Llw V 4ack wml sp-,%d 3-wxml wv, MpW *a Uwems n" ftwn2012 Mc Row" WMA, 8, c" C ASU 70Q Pwroa 26 %- 1 8 a, C V V. fw sm;-,Pf6w T avkmumo V. , it" m4ft do*v ,hMl gp000t 9,-W MPH oowffwwa kz , ,012 FV ro4 19a°i A 5, 0 C, ASCE 7-1,0 Fwnm ;',,v 5 w C cqwMm 3, 0of Ascz 7-10 oqww"on X-, &-V oc_ , pm4uo Of 0, ~,,-4, pmasaro Cs,eftoorq an,- qm-qff*,m tacw oc, pc4,,a C4 ntvma, mm'so coom'-wo wid 0-m-wlw t6mw p door ww% wwa, (psn W w&qQ latla-,OW4 ftagn bmwd fw Xdov) To cow"wV " wo pmu", a*'emao q, nv Eqwoon a Eqvauon 4, P- 0 Af,wb,v s;m" cws.ml, ASCE, 7,10 Soczw 2 A. 1 to*d Fqew*oa 6, 0 60 - 0 MV, 0of AWE, 10 swvto, 2 4 1, kad C,=,-wwn ?I D, , OW *44 W vw kad To dftW-1Me Aft-WW Simm „'*Wr Pm".M, 4,P) my Aar fdB fw tw woww" Corm Eqmm, 4 "DP ",Mw. pmsx— "mmw-d fn- 4 Equoumt 61M E"tw. 610 cq, sbon, a w to mv-^r* 740,* 14 ww, i 0' ftrmw ow avoww" A,-,,vv Imw wftt so"o AV kwmo q, Tot,* 0, "W"t 7 W V. Eqv*u,an 6 V. - im.'alo 6'0 ck,,x, I AppNrat'l, to -wlws uwhoa ,I Gova"m I t"I'll"01 3 a 20fz '10c Sac&Mw I$" S. I dvlor ,,,w " 00.40* doxvr W-v uw" Oemcu fw, Hal--v SU,,V . Tal* 6 *;*wy 'Me Ile a ets as V, V_ - V. ^ m o"ll fmW Z01Z wc 11 N M W, Oevp we)O gpV, mj M Nt""Sc so x,, M2 tj RONALD I 00AAAASSOCIATES, IK, 168315 ALIGONOUN STREET "43 HUNTMGTON Sr—ACH, CA 9 n,49 T) 714492-2,1602, (F) 714-WASIM F-410JECT, R10-257&15 T#bW 2, Co#M--ft #M Can*UnU u*vd kn V*twm*n4V V " p, ToWe 3, AUP. St*i" - Copwoft*W and MR"", JC&C) Pm*twoo (PSF) to tw Rt"W M Vadmw VAM Sp"ds - Wind Expo*uft Catwo wy 0, Tabu 4, A40VML40 sue** V"jr . c*"VwWra #Ad CU4009 CC4C} Pmmm, (PSfj 1, t, n,14*0 M Vsdaus WnO Sp"4vk - WW4 Expo*ury Qa*qwv C, TWO 6, AV50094 Das4gn - Cam{ M and CAR"ng JC4Cy Proxgumg (PSF) to be RWOW *1 VAnoux Mnd Spooft r Mad Ex sues C~q 0, I a"' Jes 3 4 wul 5 we A5-It 7 - 1, 0 wW co°csmwl wa,) Vm 2012 IBC, 2012 RC wet'-, as 71 aYro- IX1,k 1K Is'cx S C E 3,Yx3.' ht*1Q Yi. KiR 4' M. e43a"^. S FMf Im. TW Wa..`m eRa. t'.° 0 i a. `>k' 4 l w xhk' i"3 a e x r'4L 21#w,.:..,.,. 444 0 ir, T%L . a i 2 K+& iwcd*, c.,` A 0 t 0 +; m 38w 4 #'stY 'zi x . 1'?,, OU It 4S& Sa' tta 2t6 10 1 t*N.' a.`` i'3 g flaarowe xa 5Yt 4n S'i's n, m 3k4 us Ix: P sia 4vl YAi 0 mW PIP Zan 4s Rr fu 9 t ` W Fes. Y k 1s 4 ISO Wo ht G &a3 l ,. ea 4,yti 4" vw w `ems xuR KA it#v<ny'dxtta t.. T'$ *`°. ?iu 4 4% k'e 1. y_,r4 3„--- 4'-•. S i mm Q t.lft a z+n OR as e.: Azp;,6 A<it vAQk xetxva¢ F x Qm 7A. 04ON M+g 6S8Cc& jj Rwa^3'ax 11 d a ?mom > meA^++»Xa tta a;V E a f{, sfi a F&Wk t'gNR say[-5 A fts R,tit &b. `A sk4R'apa %: ba EP :a..t:: Wsi. a:baF Pad@F s$"@. avas mwwA va. Fx.. 9, tax m`+mAf K Rls'. ZI—.S £FV`ad'"„a aIs, s's& NI hi— 0 a axc my F96,01ZI 4# 0 Wf $ 4 453 tt ast vvwl; m W MAAKAk*QC4ATT-t ft-C RV,wD',^ PRODUCTS NIC A 1151-,WkIqN STREV #"3 i-"1%407314 - H'Q%MMC7CWXACH,CA92"9 tT) 71*,m,nv. (f,) PRWECT RIO-MI&It6 Uok 6, vwwAw* mno 40t" (mph) tw "~,Ano s" As" 7-10 m%Fw" CAC ft-I I wwftn;w Ml -T-M-71--MIM— nat "I I . 1--= 1-171 O-v-, IW", , 5111 1Irl—"t vmw MI, MI. AdI-im Tl—,F""'W fi i wk IM ,A x- — 12* 51 + —11 -F, w 4 A UA v 77MI, TKA .-k rot, 0 1 =,"77-7, wit, 44 Ur M, k-m it VI *.t IM ZX4 w voc V 01 0 UT, "0 N4, k, V4 U iF 4 V—,Mr 4 AW "0 **VI 4,4ImlSO TMIN-1- M-1 14iMTI I—, s Ow W, a r 4L om 1 At M Ii m 17 M Z 777 A W 1, o. WW vim AA PiX WK, M, UWTATINAS Of UW e" W, Hgr kh4mg, mym.Q 4v? C—,Iy F.,m 'S(A- N 0 R\ REPORT NUMBER. 102024363COQ-OOIA ORIGINAL ISSUE DATE- April 1, 2015 REVISION DATE- April 30, 2015 EVALUATION CENTER INTERTEK TESTING SERVICES NA LTD, 1500 BRIGANTINE DRIVEkI W COQUITLAM, BC V3K 7C1 i RENDERED TO JAMES HARDIE BUILDING PRODUCTS, INC. 10901 ELM AVENUE FONTANA, CA 92337 Uj Inm PRODUCT EVALUATED: HardiePanel@ EVALUATION PROPERTY- Transverse Load Testing Report of HardiaftneW tested in accordance with ASTM E330-200212014, Standard Test Method for Structural Performance of Extedor Wiridows, Doors, Skylights and Curtain Walls by Uniform Static Air Pressure Difference TrE 'r Q— Ak L I'lus fepwzN e we Le-' of hote-fe" 01"'ent """a to thr, 4"""etvvee"' I" wen"ek's md ere w th'c' C'Mt"" ag'eom ot no x" he?, v&- to, '-'e cijent eccoroMlbe wOl V?'" Pcv aft y expense o,- ("Wtmac ;e """Ccason'ecl tus 0""!Y the C'4e"'t S' to, clllr4lxll v thns" re-r-o'TE, a0"'L y m rts ofesjote'rzj"'k ne"me or one of 'ts rn'a—ks kir of VIc- te!s'?ed "m'te, qv. ar sonor't"" 'x, by Iterfek, T f 05 ervatg"',"s ar"O tes" resutts ": M^" "epo"" rc'ifvar" oflf' No Me tvs't'"f' P''m try ""'c"ffattes not irr"'Tfy ha, the matenw, r')roduct' o" S'e-ror' Ls cv, h""5s e'-"ver kDet"n 4""nah',f - ck"vin6'.-at or' m Page aof 7 1 Table of Contents q Table Of Contents- ........ --- -..... _........ ------........ ........ 2 2 1 ntnodUcUom---............. -..~~^-,~....... -~......... _....... ----____-___._3 3 Test Samples ... ................. ---............. ................... .......... -................. 3 31 Sample Selection .............. --................ ....................... ................... ........ ......... 3,2, Sample And Assembly Description -_-...... --- ....... .... _..... ~-~...................... -- 3 4 Testing And Evaluation Methods -_--_---'-......... ................ ......... .... ........... 3 4.1, Conditioning .......... ....... ....... -........... ._.~................ .._.-.---....... ._---'3 42 Transverse Load.-.- --- ........ ............ .-~.-'....................... -^^-^^~3 5 Testing And Evaluation Results ............. -~..---.-.......... .~.......... ..... --........... -'5 51, Results And Observations- ...... ........ -_-----.-................. -................ ---5 6 Cordusi«m........ _......... ....... --...................... --........... 6 Appendix A Transverse Load Test Data- ... .......... ----_-------............. 17 Pages MIAMI- ATIMNIT-DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTNIEWFOF REGULATORY AND ECON0,111C Fj;,SOIJRCT. S (RER) Mrarni, Florida 33175-2,174 BOARD AND CODE AMNIINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) w,vw.iiiianiida(ie,i!ov/ec-g in, James Hardie Building Product, Inc. 10901 Elin Avenue Fontana, CA 92337 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 (ATIJ). This NOA shall not be valid after the expiration (late stated below. The Miarni-Dade County Product Control Section In Miami Dade County) and/or the AlJJ (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 AID nray immediately revoke, modify, or suspend the use of such product or material witFin their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miarni-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. DESCRIPnON: "Hardie", "Ceni" and "Prevail" Plarilus and Panels Fiber Cement Siding and Soffit APPROVAL DOCUMENT: Drawing No. PNL, PLK & SOFF, titled "HardiePanel, CemPanel, Prevail Panel; HardiePlank, CemPlank Prevail Lap Siding; flardieSoffit, CerilSoffit Panel; Installation Details Wood/lActal Stud Construction", sheets .1 through 12 of 12, dated 04/24/2013, prepared by the manufacturer, signed and sealed by Ronald 1. Ogawa, P.F-, bearing the Mianti-Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Mianii-Dade County Product Control Section, MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the nianUfaCtlo-01"S uarrie or logo, Plant City, Florida, and the following statements: "ASTM C 1186 Type A compliant" and "Miami -Dade County Product Control Approved" is to be located on each siding plank or panel and per FBC 1,710,9,2 and 1710,93 on soffit panels. RENEWAL of this NOA shall be considered after tenewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERAMINA110N 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 -bade County, Florida, and followed by the expiration date may be displayed hi advertising literature, If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION. A copy of this entire NIOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official, This NOA revises NOA H 13-0311.07 and consists of this page I -,)ad evidence page FA, as well as approval docunientlilentioncd above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 15-0122.04 Expiration Date: May 1, 2017 Approval Date: Apt -it 9, 2015 Iaflle,ql-lal-diel3tlildingiProducts Jbi NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A, DRAWINGS ",'Subndlted under NOA # 13-031L 07" 1 Drawing No, PNL, PLK & SOFF, titled "llardiellancl, CemPanel, Prevail Panel-, llardiePlank, CemPlank Prevail Lap Siding; HardicSoffit, CemSoffit Panel; Installation Details Woo(VMetal Stud Construction", sheets I through 12 of 12, dated 04/24/2013, preparedly the manufacturer, signed and scaled by Ronald 1. Ogawa, P.E. B. TESTS 'Witbiniffed under IVOA It 13-0311. 07" 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Cyclic Wind pressure Loadijig per FBC, TAS 203-94 along with marked -up drawings and installation diagram of HardiePlank, HardieSoffit and HardiePanel, prepared by Intertek Testing Services NA LTD, Test Report No. 100733361,COQ-004, dated 08/24/2012, with revision I dated 04/25/2013, signed and scaled by Rick Curkeet, P.F. Submitted under NOA 9 02-0729.02" Laboratory Report Test Date Signature 2. ATH 6423-1 PA 202 & 203 03/18/96 A. N. Reeves P.I--,. 3. ATt 16423-2 PA 202 & 203 03/18/96 A. N. Reeves P.E. 4, ATI 16423-3 PA 202 & 203 03/18/96 A. N. Reeves PY, C. CALCULATIONS 1. None. 11 QUALITY ASSURANCE 1. Miarni-Dade Department of Regulatory and Economic Resources (RER) E. MA'FERTAL CERTIF1 CATIONS 1. None. V STATENI-E NTS I Statement letter of code conformance to the 5'h edition (2014) FBC issued by Ronald 1, Ogawa & Associates, Joe., dated 10/26/2014, signed and sealed by Ronald 1. Ogawa, P.E. Carlos M. Utnera, Px Prodijet Control Examiner NOA No, 15-012104 Expiration Date: May 1, 2017 Approval Date: April 9,2015 WALL SEE St id Spacing at IS" O-C. DETAILA SS- thick 15 ply APA rated T-r GAWA pays ,:,heatvng in a=danoe with Floridarl StAdbg Code Sedion 2322.3 Water resistive Wbanier per Florida ALL0GHT11: BY ZA Building Code Sedon 1404.2 Nfilm 056C 2, X 41 -s-P-F jWood Studs j- iardiePaneL B1 panel, B E (ZQN Nails at ITCC.I(typ.) Prevail Panel 3/87' Minimum Edge Distance Siding Sheathing fastener, as described in Note I Panel fastener, as described in Note 2 ly HardiePanel, Cempanel, Prevail Panel Siding Water -resistive barrier per Florida Building Code Section 14042 5/ 3" thick 15 ply APA rated i— plywood sheathing fastened in accordarA>-- with Florida Building Code Section 2322.3 Z'X 4" S-P-F Wood Surds the wall and soffit frames are to be desig;rjed by the Architect or Engineer of Record in compliance with the Florida Building Code, PRODUCT DESCMEMN PrevaiM Panel Siding materials are nonasbestas fiber- cament products tested in accordance wth ASTM the requirements of the Florida Building Code. R&WIjQ MENAM;3i vvidt Length Thickness 4! 8, 9,101 5116" DESIGN PRE, SSqRE-BA7-1M(Z installation Design Pressure Wood StudS - 76 psf impact Resistant - Planks installed over 518'thick 15 Pl'Y AFIA rated ptywood sheathing A AN P VA Ir AN DIN ON -- AILS nce, the manufactUrer'S e9 r 04 G I Tk 0 L S this on$ th ca les a el end2 , and e appli b Sta anelMPan PTeVa 0 orida Building Code. in at - 11 be installed shall be W Oc befe, iep e I ide Building Code and the requireMentS Of r 0! ddesignec by an Engineer or chdect per F Or N.OA sheathing shall be attached to the studs in Note 135/8, thick 15 ply APA rated plywood accordance with Florida Building Code -Section 2322-3. The siding panels shall be installed over 5/8' tnick 15 ply APA rated plywood sheathing supPoTtM by aminimumof2X4" S-P-F wood studs spaced a maximum of 16 O-C Note 21 The siding panel fastener shall be a 2' long, 0.' head diameter, 0.092" shank diameter, corrosion reslstant siding nail; the fasteners shall be spaced at 6,, O.C. at panel edges and intermediatestuds; the fasteners shall be drNen *through thke 518" thick / 5 ply APA rated plywood sheathing into wood studs located at IT O.C. Fasteners shallhaveaminimumedgedistanceof3iV'and a minimurn clearance of 2" from comers. Phone: 909- 3bb-W Fax 909- 427-0634 Creator. E Gonzales HARDIEPANEI, CFEMPANEL, PREVAIL PANEL 111) MNSTRUCTJON jaMeS Hardie Build jing Products, Inc- 10901 Eim Avenue Fontana, CA 92-337 FSCU NO S-0 0;&;-SOFF0 iiFML- PA 7A SCALE1Z = 1-Ci- I Date: 4r24tzoI3 I OF 12 Fastener SpaciT,.a per Florida ! Building Code Section 2322,3- 1"= FRAMING NOMINAL 2" X 4" S-P-F WOOD STUDS 16" O,C, FASTENED WITH 3-112' 15d COMMON NAILS (2 PER TOP AND BOTTOM, CONNECTION) THE WALL AND SOFFIT FRAJ%1ES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE 'AT7H THE FLORIDA BUILDING CODE SH,EATH1'NG NOMINAL 5/8" THICK/ 5 PLY APA RATED PLYWOOD SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA BUILDNG CODE SECTION 232Z3 THE PANEL IS FASTENED WITH 2- LONG, 0.223' HEAD DIAMETER, C.092" SHANK DIAMETER, CORROSION RESISTANT SIDING NAILS, PLACE NAILS T C,C. AT PANEL EDGES AND INTERMEDIATE STUDS I Fram1m; 'j Fastener Spec ; ing per Florida Sheathing Building Code Becton 2322.3 NAL FOR METAL AND WOCD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) WALL iEIGHTI: LL LENGTH stud Spacing at 16" O.C. No. 24A TATE j SEE DETAIL A 5/8' thick 15 ply APA rated 0--i— plywood sheathing fastened to metal studs as described in Note 1 Water -resistive barrier per Florida Building Code Section 1404-2 iii i20ga, 3-5/8'X 1-518" Metal C-stud QIESC IR P Hardie? aneND, GempanelS, & PfevaiiS Panel Siding materials are nonasbestos fiber - cement products tested in accordance v6th ASTM C1 186 Grade 11, Type A and meeting the requirements of the Florida Building Code, Width Length T hickness4! 8,9,101 5/161 Li "' HardiePanel, Impact Resistant - teaPastel installed over 5/8' thick 15 ply Tj Cempanei, 5EQ-APA rated plywood sheathing PrevailPanelNaIIIS at 6'0,C• (tYP.) Siding 318" Minimum Edge Distance Sheathing fastener, as described in Note 1 Panel fastener, as described in 7- Note 2 HardiePanelS Siding Wate tjresisbve barrier per Florida Building Code Section 1404. 2 5/ 8" thick 15 ply k:oA meted plywood sheathing fas erred to metal studs as desc^bed in Note 1. 20ga, 3-5/8" X 1-5/81' Metal C-stud The wall and soffit frames are to be designed by the Archllect tor Engineer of Record in compliance with the Florida Building Code. E - AP -- AI pAN L I GIN ILLA TION DETA IL All installation shall be iihthi;Notice fA tantthe Sma n hrers installation rndatoand theapp applicable sections of the Florida BulldingCode. fetal studs where aepanel, empe,eI' Preva jPanI Biding be shall be designed by a Engineer perFloridaaSu,IdinoCodeand itae require rents of tk isKOA ttahed to metal studs at 6"oc Note 1]5/3" thick / 5 plyAPAratedplywoodsheathingshallbeacatpaneledgesandallintermediatesupportsusing a No,8-1 8, 0.315" head diameter Y 1-114' long bugle head screw The siding panels shall be installed over 516, `. hick 15 ply APA rated plywood sheathing supported by a minimum 20ga, Nominal 3-518" X C-$tuds spaced a maximum of 16" OL, diameter X 1-5/8' Note 2] The siding panel fastener shall beamftirum, No. 8-18, 0.3, 15" headlong* ribbed bugle head screw (*or screw shall have at least 3 fill threads penetratnq.metal framing); the fasteners shall be spaced at 6' O.C. at panel edges and intermediate studs; the fasteners shall be driven through the 5/8" thick / 5 ply APA rated plywood sheathing into metal studs located at 16" 0,0. nce of 2" from Fasteners shall have a minimum edge distance of3/8" and a minimum cleara comers. Fax 909-427-0634 Creator: E. Gonzales 0 SCAL5 James Hardie Building Products, Inc. 10901 51m, Avenue Fontana, CA 92337 D WG 140 RE'j PNL-PLK-SOFF Date: 4/24/2013 1 SHEtzT, 3 OF 12 Ek,71&* Code NO Expmb- By I EIMIMINQ -518" STEEL STUDS 16" O-C. NOMINAL 20 GAUGE 3-5/8" X I FASTENED \f%qTH 518, WAFER HEAD SCRENS (2 PER TOP AND BOTTOM CONNECTION) THE WALL AND SOFFIT FRAMES ARE T0 SE DESIGNEES BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH 7HE FLORIDA BUILDING CODE saE)_jUJIMG NOMKAL 5/8" THICK 15 PLY APA RATED PLYWOOD SHEATHING TO METAL STUDS AT 6'OC AT PANEL EDGES AND ALL INTERMEDIATE SUPPORTS USING A Nab-18, a315" HEAD DIAMETER X 11-114'LONG BUGLE HEAD SCREll q!=A-iZQlklGi :HE PANEL IS FASTENED WITH NO. 8-18, 0.315!'HEAD DIAMETER X 1 -5/8' LONG CORROSION RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 FULL THREADS PENETRATING THE METAL FRAMING), PLACE SCREWS 61, O.C. AT PANEL EDGES AND INTERMEDIATE STUDS Sheathing 44OGA No. 121 7Z STATE OF 0 R, 54- 1V-109456- 6300 PN Fax 909-427-0634 A 0- eator', E- Gonzales SCALE C ate: 4124/2013 R Stud Spacing at 16"O-C. WALL; ENIGTH DETAIL HardiePlankO, CemplankS, PrevailO Plank Lap Siding materials 518"thick 15 piy APA are nonasbestos fiber -cement I ----------- —'77— ------------ products tested in accordance witinratedPlywoodAendASTMC1186Gradeit, Type sheathing i meeting the requirements of the a=rdance vAth Code Fl orida Building Code. Florida Building i as coct4pilyi% Wi6 the Section 2322.3 WALL auiw* coft Wales -reset Width Lenoth Thickness barrier, per Florida 1i iEIGHT11 tS t5ocing code Y t i Sector, 14042 E)ESIGN FRESSURE-RATROP 3d- cc;A' 2"X 4' S-P-F Installation Design PressureX 0 vlood Studs Wood Studs -92 psf Lap.Siding Impact Resistantt— ........ TFlanks Installed over 5/8" thick 5 ply B8Nailsat16" O'C ("Y' B- i CTIO — 1-1 /4, fall )( 5/16" APA rated plywood sheathing 3/4" Minimum Edge D:stanoe thick starter strip Sheathing fastener, as described in mote 1 Siding fastener, as described in Note 2 HardiePlank, Cemplank, Prevail Lap Siding Water -resistive barrier per Florida Building Code Section 1404.2 5 pry APA rated Iplywoodsheatnng fastened in acccrdance v414n Florida Building Code SectOn 23223 2" X 4" S-P-F Wood Studs The wall and soffit frames are to be de -signed by the Architect or Engineer of Record in nr vltarWth the Florida Building Code, LjAgqIEaL.t4t< LUS -U-TAJ45qEMIL. 19 K ELR E-YA I L LA - S I D I NPJN- -S16 1LQN I - --- - -? -- ---- cceptance, the manuf,actuj er's All instaflatio shallAnshall be done in conformance with this Notice of Ainstallationrecommendations, and the applicable sections of the Florida Building Code, Wood studs where Hardier lank, Cemplank, Prevail Lap Siding Will be installed shall be designed by anEngineerorArchitectpertheFloridaBuildingCodaandtherequirementsofthisN,OANote1) 5161 thick / 5 ply APA rated plywood sheathing shall be attached to the studs in accordance with Florida Building Codie Section 2322.3, course of the well with 1-114 V,6dePlanksshallbeappliedhcrizc-TtallY commencing from the bottom COlapsatthetopoftheplanksuchsattheexposureareaofeachplank is 5 8-1 9'vertically. Note 2] The siding fastener shall be a 2-1/2' long, 0.223" head diameter, 0.092'shank diameter, corrosion -resistant siding nail; T he siding is fastened -.5 8-114" 0,C, vertically and 16" O.C. horizontally', fasteners are driven into wood studs ro-jgh 518" thick 15 ply APA rated plywood sheathing, fasteners are placed in the overlapping area aPPrc)dma' ely 314" from the bottom edge of the overlapping plank. Vertcal joints shall be placed over studs. 71heplanksshallbeinstalledover5/8" thick 15 ply APA rated plywood sheathing supported by a minimumof2'X4" S-p-F wood studs spaced a maxirnurn of 16" OC. Fasteners shall have a minimum edge distance of HARDIEPLANK, CEMPLANV , PREVAIL LAP SIDING INSTALLATION DETAILS WOOD 5 i UD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm. Avenue Fontana, CA 192337 3hone: 909- 356-6300 SZE FSCM NO Own 140 PNL-PLK- SOFF Fax 909- 427--0634 A Creator, E. Gonzales Date: 412412013 1 sHEE7 ly Fastener Spacing per Building Code Secticn 2322.3 7, ------- 0,757r, BY product cb"b"01 53.251n. ERAMIN • NOMINAL T'X 4' S-P-F WOOD STUDS 16" O.C. FASTSNED VvIT P, 3-1/2' 16d COMMON NAILS (2 PER TOP AND BOTTOM CONNECTION) THE)vVALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE HEAJPILMQ NOMINAL 518" THICK 15 PLY APA RAIISD PLYWOOD SHEATHING FASTENED IN ACCORDANCE 'AnTH FLORIDA BUILDING CODE SECTION 2399.3 qLAQnQING • FLANKS OVERLAP 1-114' THE DE(POSURE IS i;5-1/4" THE PLANKS ARE FACE NAII ED WITH 2-1/2' LONG, 0-223' HEAD DIAMETER, 0.092" SHANK DIAMETER, CORROSION RESISTANT SIDING NAJLS, PLACED 3/4' UP FROM THE BOTTOMI EDGE OF THE PLANK AT EACH STUD LOCATIO 6 in. OC / Cladding F-aming Fastener Spacing per Florida KSheathing Building Code Section 2322.3 PRWL' Cr REW%ED S a%w4Pjyi% wj* At Fk" No, 121 1 STATE OF A, V A'L FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTI NAN06kA<fffLOADAPE NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 Phone: 909- 3 306-- F&W, NO NU Fax 909- 427-0634 A PNL-PLK-SOFF Date:4124/ 2013 6OF12 WALL SVid Spacing at16` O.C. I - -------- --- — -------- WALL H 7-J G HT Y 4 ...... -,,, L - --------- B 3/4' Minimum Edge Distance ZE_TktL_A SEE J JkCL L3CT DCPTwQN DETAIL A HardiePlanke, CemplankS, and 518 1ply APA PrevaiND Plank Lap Siding materials 7TI i rated plywood are nonasbestos fiber - cement tring ed products tested in accordance with s-lue-afastne ASTMC1186Grade11, Type Aand to metal Studs as described in Note meeting the requirements of the I Florida Building Code. barrierper Florida aLANK - DI - MENS Bulidirxq code VVidth Length Thickness Secfon 1404-2 S 9- 1/2' 12' 511611 gaga, 3-5Ar X 1- 518" DESIGN PRESSURE-EkTIN-q InAetal C-Stud Installation Design Pressu7e RanjiePlank, Metal Studs -92 psf ernplank, Prevail Lap Siding Impact Resistant - 14' tall X 5/16" Planks installed over 513" thick J 5 ply steter strip APA rated plywood sheathing tNck ,, 14ARDIEPLANK_QEMPLA-N-K PR9YAILLAP SIDING INSTALLATION DE _&[W Afl installation shall be done in conformance with this Notice of Acceptance, the manufacturer's installation Sheathing fastener, as recommendations, and the applicable sections of the Florida euilding Code. an PR&XJCr RrW&M Engineer or Architect per the Rorida Building Code and the requirements ofl this U Yvv inth aw TkWX* [Note 115/8" thick 15 ply APA rated plywood sheathing shall be attac?ied to metal studs at 6"oc at panel rx I-IJ4' long bugle head screw Siding fastener, as edges and all ' intermediate supports using a NcS-18, 0,315' head dlamlete I Pla, Se 0" the wall With1-1/4' wide laps at descnbed in Note 2 nks shall be applied horizontally commencing from the bott01,1 cOur, i w i the top oftheplanksuchthattheexposureareaofeachplankis:5 8-IX'VerticallY. Note 2] The siding fastener shall be a minimum No. 8-18, 0,315" head diameter X 2-114" long* bugle head Ing, metal framing); The siding is metal studs (*or screw shall haveatleast3fullthreadsoenettaluU504M3r0&j& C"O" screwove. HardiePlank, fastened_,, 8-14' O.C. vertically and 16" O.C. horizontally; fasteners are driven into metal studs through 518" Cemplank, tnick / 5 ply APA rated plywood sheathing, fasteners are placed in the overlapping area approximately 3/4' Prevail Lap Siding fromhe bottom edge of the overlapping plank, Vertcalicints shall be placed over studs. The planks shall be installed over 5/8" thick 5 ply APA rated plywood sheathing supported by a minimum Water -resistive 1 20ga, Nominal Z-518" X 1-5/8" MeW C-studs spaced a maximum of 16" O.C. mer per Florida Fasteners,5hall have a minimum edge distance of 3/8". Buildi-ng L-ode Section 1404. 2 5/81, thick 15 ply APA rated i plywood sheath;nq fastened to metal Studs as described in Note I 20ga, 3-5/F," X 1- 5/8' Meta' C-st lud Phone- 9C9-,35&-S30C Thewall and soffit frames are to be designed Fax 909-427-0634 by the Architect or Engineer of Record in -Creator E. G-,onza'es oompl; ance with the Rorida Builid;ng Code, HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm. Avenue Fontana, CA 92337 0 SCALE 1/ 2" = 1 1- 0' 01W3 NO REV PNL-PLK--SOFF 1 1 6,00in. 0-75in r Ehnadi" GD& MDZIC 7- E, NOMINAL 20 GAUGE 3-5/5" X 1-5/8" STEEL STUDS 16" O.C. FASTENED W71H 513' LONG RIBBED BUGLE HEAD SCREWS (2 PER TOP AND BOTTOM CONNECTION) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE Sj EA-THJNP NOMINAL 5/8" THICK 15 PLY APA,--,A7ED PLYWOOD SHEATHING TO METAL STUDS AT 6'OC AT PANEL EDGES AND ALL INTERMEDIATE SUPPORTS USING A NO.8-18, O315" HEAD DIAMETER X I- J/4'LCrNG BUGLE iEAD SCREW PLANKS OVER 1-1114' x THE EXPOSURE IS-,,; 8-1/4" It THE PLANKS ARE FASTENED WITH NO, 8-18,0.3"5" HEAD DWAET5R X 2-1/4' LONG CORROSION - RESIST ANT RIBBED BUGLE FEAD SCREINS (SCREW SHALL HAVE AT LEAST 3 FULL TH READS PENETRA71NG THE METAL FRAMING), PLACED 3/4" UP FROM THE BOTTOM EDGE OF THE PLANK AT EACH STUD LOCATION m 6.00in,OC ammm FOR METAL AND WOOD STUDS, PRO%nSIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) WALL HEIGHI B WALL LENG'71-i Stud Spacing at 15" O.C. j y --- -------- - ------- 318" Minimum SEE 'RQQQQLIZ95-0—JETTCLN DETAIL HardieSoffitS & Cemsoffit& materials are nonasbestos fiber -cement products tested in accordance with ASTM C1 186 Grade 11, Type A and meeting the requirements of the Florida Building Code. S_QEEUI` QtMENSL N 2'X 4" S-P-F Width Length Thickness Wood Studs 4: 81 ix, HardieS^ Installation Design Pressure Wood Studs -70 psf PRODUC7, REVISED Nails at 4" O.C. (typ.)pRootci aEvISED Distance as am*yW vA* i6a FXN;ft BMt&ng Cb,$. 2"Odirs CO& Atmptwim No 13 e, A-W'M XPUM" Dj2c iwiMiMM By Y z Pro daoAD.. I fflrfl-- GA No. 4 21 k: STATE OF R offit fastener, as A All installation shall be done in conformance with this Notice of Axccepthaoe, the manufacturer's escribed in Note 1 L-staillation recommendations, and the applicable sections of the F1014da Building Code, x Wood studs where HardieSoffit, Cemsoffit All be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.OA The soffit shall be installed over minimum 2"X4" S-P-F wood studs spaced a maximum of 16'0,C, HardieSoffit, Cemsoffilt M "Note 11 The soffit fastener shall be a 2' long, 0.223'head diameter, 0.092" shank diameter, corrosion resistant siding nail; the fasteners shall be spaced at 4" O.C. at panel edges and intermediate studs; the fasteners shall be driven into wood studs located at 16" O'.C. Fasteners shall have a minimum edge distance of 3/8" and a minirnum clearance of 2" from corners, Minimum 2" X 4" S-P-F Wood Studs The wsij and soffit tames are to be designed by the Architect or Engineer of Record in compliance with the Ficrida Building Code. Cladding Frarnmg 4.00in.! PRebucr EvLwn \.OGAuMOOUCTREI3 comwiy* wft *e Fkzi& comolying with &c Flori& Daild=8 co& A 07 Exrimtjon 1:7 NNo121 Miami p"'Awtconvoll STA cOF 0 XLORNrow ,+' at A - ER & RNG NOM[NAL 2" X4" S-P-F WOOD STUDS 16"O.C. FASTENED WITH 3- 1/2' 16d COMMON NAILS (2 PER TOP AND BOTTOM FOR MErAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE CONNECTION) N07 PART OF 7HIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) THE WALL AND SOFFIT FPAMES ARE TO BE DESIGNED BY THE ARCNTECT OREENGINEER OF RECORD IN COMPLIANCE WTH'rHE FLORIDA BUILDING CODE CL.A. DDING THE SOFFT IS FASTENED 114TH 2- LONG, 0-223" HEAD HARDIESOFFIT, CEI'ASOFFIT PANEL DIAMETER, 0. 092" SHANK DIAMETEP, CORROSION INSTALLATION DETAILS WOOD STUD CONSTRUC'nON RESISTANT SIDING NAILS, PLACE NAILS 4'0C. AT PANEL EDGES AND INTERMEDIATE STUDS James Hardie Sui)ding Produr,-ts, Inc. 10901 Elm Avenue fi Fontana, CA 92337 P,'Jone* 909-356-45300 vzE FSCV1 NO rw3 140 Fax 909- 427-4C6:34 A PNL-PLK--SOFF Creator- E- GcnzaJes SCALE V = 11-7 Date- 4t24,12013 SHEET I C CF 12 VALLLENGTH Stud Spad ng at "IS' VW-'ILL iEY'HT i ij T Nails at 6" OC. (typ.) 3/ 8" Minimum Edge Distance H, 27dieSCiffit CeMSOffit 20ga, 3-5/8" 1-5/8' Mletal, C-stL;d Tne wall and soffit fram -,,es are to be designed by the ArcNtect or Engineer of Record in compliance with the Ficrida Building Code. SEE Hard,,eSoffitlZ & CemsoffitS materials DETAILA are ,-iorasbesLos,,Iber-ceinent products tested in accordance wtth ASTM C 1186 Grade 11, Type A and meeting the requirements of the Florida Building Code, N- 5 20ga, 3-5/,3"X 1-518" ENI- qLQ Width Length Thickness Metal - stud 4 81 Y4" HardieSoffit DESIGN PRESSURE RAT iI C Derr offt Installation Design Pressure Metal Studs -55 f LJI .. .... . SECTIDN B-B PRODUCT REVriED its coa*yiag **b the Flocift g3 vAoymq -0 dw Fbrift SwId%nS CO& DaNdke CO& NO (3,aNl,-1 121 STATE e Prodlie Cog*vl ORIT)IT) IS L EkA NEllJW3-TA- LL-K"TQN-WTA .LB Allinstallation shall be done in conformance with this Notice of AccePtan-,,, M,6hufacturees instaliaton recommendations, and the applicable sections of the Florida Building Code. Metal studs where HardieSoffit, Cemsoffit Wil be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N•OA The soffit shall be installed over minimum 20ga, Nominal 3-5/8" X 1-513" Metal C-studs spaced a rrax: rnurn of 16" O,C. LNote 11 The soffit fastener shall be a minimum No. 8-18, 0.315" head diameter X 1-1/4' long' ribbed bugle head screw (*or screw shall have at least 3 full threads penetrating metal Ir I J at th am7ng);the-fasteners shall be spaced at 6" O C, at panel edges and Intemne-- to e fasteners shall be driven into metal studs located at 16" C.C, Fasteners shall have a minimum edge distance of 3/3" and a minimum clearance of 2" from coMers, Fax 909- 427-CS34 Creator-, E- Gorunales HARDIESOFFIT, CEMSOFFIT PANEL A, James Hardie Building Products, Inc. 1 o9ol FJm Avenue Fontana, CA 92337 L SIZF AF SCALE 1/ 2'= 11-T No REV PNL-PLK- SOFF Date: 4/ 24/2013 SHEET I I OF 12 Cladding Framing M00 REVISED bb No BY LO 2 PER TOP FOR METAL,6 ND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION ANDGRAV LOA ARE FASTENED WIT H 5/3"WAFER HEAD SCREWS NOT PART OF 7-HIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) AND BOTTOM CONN—EECTION) THEVIALL AND SOFFrT FRAMES APE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN THE SOFFfT IS FASTENED 'PATH, NO. 8-18, 0,315" HEAD INSTALLATION DETAILS METAL STUD CONSTRUCTiON BUGLE HEAD SCREWS SCREW SHALL HAVE AT LEAST 3 james Hardie Building Produf, FUL THREADS PENETRATING THE METAL FRAMING), PLACE 10901 Elm Avenue SCREWS 6O.0AT PANEL EDGES AND INTERMEDIATE Fontana, CA 92337 STUDS PROJECT RIG-2556-15 ENGINEERING EVALUATION REPORT FOR ATTACHING JAMES HARDIE® BRAND FIBER -CEMENT PANELS TO WOOD AND METAL FRAMED WALLS WITH VARIOUS FASTENERS JAMES HARDIE BUILDING PRODUCTS, INC. 10901 ELM AVENUE FONTANA, CA 92337 PAGE COVER PAGE 1 EVALUATION SUBJECT 2 EVALUATION SCOPE 2 EVALUATION PURPOSE 2 REFERENCE REPORTS 2 TEST RESULTS 3 TABLE 1A, RESULTS OF TRANSVERSE LOAD TESTING 3 TABLE 1B, SHEAR VALUES 3 DESIGN WIND LOAD PROCEDURES 4 TABLE 2, COEFFICIENTS AND CONSTANTS USED IN DETERMINING V AND p 4 TABLE. 3, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE B 5 TABLE 4, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE C 5 TABLE 5, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE D 5 TABLE 6, ALLOWABLE WIND SPEED (MPH) FOR HARDIEPANEL SIDING 6-7 LIMITATIONS OF USE 7 AS PRODUCT EVALUATOR, THE UNDERSIGNED CERTIFIES THAT THE LISTED PRODUCTS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE ASCE 7-10, THE 2014 FLORIDA BUILDING CODE, AND THE 2012 INTERNATIONAL BUILDING CODE. fq3 ta^yli i €fatFJdtfp/ PREPARED BY; 41 RONALD I. OGAWA & ASSOCIATES, INC. E 16835 ALGONQUIN STREET #443 sTA7E OF, HUNTINGTON BEACH, CA 92649 714-292-2602 ED714-847-4595 FAX Mulla 1E10 JAMES HARDIE BUILDING; PRODUCTS, INC. 1-888-542-7343 info a,jameshardle.eorTn James Hardie Product Trade Names covered in this evaluation: HardiePaneky, Siding, Cempanele, Siding, Prevail`' Panel Skiing EVALUATION SCOPE: ASGE 7-10 2014 Florida Building Code 2012 International Building Code RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2556-15 EVALUATION PURPOSE: This analysis is to determine the maximum design 3-second gust wind speed to be resisted by an assembly of Harder anal (Cempanel, Prevail Panel) siding fastened to wood or metal framing with nails or screws. REFERENCE REPORTS: 1, Intertek Report 3067913 (AS1M C1186) Material properties HardiePanel Siding 2. Ramtech Laboratories Report IC-1270-94 (ASTM E330) Transverse Goad Test. S l6" Thick by 48 inch wide iiardiePanei Siding installed on 2X4 Hem -Fir wood studs spaced at 16 inches on canter with a 6d common galvanized nail 3. Ramtech Laboratories Report lC-1271.94 (ASTM E330) Transverse Load Test, Sf16" Thick by 48 inch wide HardiePanei Siding installed on ZX4 Hem -Fir wood studs spaced at 24 inches on center with a 6d common galvanized nail 4. Ramtech Laboratories, Inc. Report 10868-97f1475 (ASTM E330) Transverse Load Test, 5116" Thick by 48 inch wide HardiePanel Siding installed on 2X4 Group III SG=0.36 wood studs spaced at 16 inches or; canter with a 4d, 0,091 inch shank by 0.225 inch head diameter by 1.5 inch long ring shank nail 5. Ramtech Laboratories, Report IC-1054-89 (ASTM E330) 'Transverse Load Test, 114" Thick by 48 inch wide HardiePanei Siding installed on 20gauge Metal studs spaced at 16 inches on center with a No 6 X 1 in. long X 0,323 in head diameter ribbed bugle head screw 6, Ramtech Laboratories, Report iC-1055-89 (ASTM E330) Transverse Load Test, 1/4" Thick by 48 inch wide HardiePanel Siding installed on 20gauge Metal studs spaced at 24 inches on center with a No 8 X 1 in lone, X 0.323 in head diameter ribbed bugle head screw 7. Ramtech Laboratories, Report 11149-9811554d (ASTM E330) Transverse Load Test, 114" Thick by 48 inch wide HardiePanel Siding installed on 20gaugn Metal studs spaced at 16 and 24 inches on center with a ET&F 0.100 in, knurled shank X 1.5 in, long X 0.25 in. head diameter pin fastener 8, Racroch Laboratories Report IC-1273-94 (ASTM E72) Racking Strear Test, 5116" Thick by 48 inch wide HardiePanei Siding installed on 2X4 Hem -Fir wood studs spaced at 16 inches on center with a ad common galvanized nail 9. Rarntehch Laboratories Report IC-1274-94 (ASTM E72) Racking Shear Test, 5116" Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem -Fir wood studs spaced at 24 inches on center with a 6d common galvanised nail 10, Ramtech Laboratories, Inc. Report 10868-97f1475 (ASTM E72) Racking Spar -rest, S,16" Thick by 48 inch wide HardrePanei Siding installed on 2X4 Group III SG«0.36 wood studs spaced at 16 inches on canter with a 4d, 0.091 inch shank by 0,225 inch head diameter by 1.5 inch long ring shank nail 11. Ramtech Laboratories Report fC-1057-89 (ASTM E72) Racking Shear Test, 516" Thick by 48 inch wide Hardie Pane( Siding installed on 2X4 Hem -Fir wood studs spaced at 16 and 24 inches on center with a No 8 X 1 in, long X 0,323 in head diameter ribbed bugle head screw 12. Rannoch Laboratories Report 11284-9911580 (ASTM E72) Racking Shear Test, 5116" Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem -Fir wood studs spaced at 16 and 24 inches on center with a ET&P 0.100 in. knurled Shank X 1.5 in. long X 0-25 in head diameter pin fastener ttl#41 t i I t ttf{p ff7{i y1 is ..`r` f r 6 e r STAFF rtt RONALD I. OGAWA ASSOCIATES, INC 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2556-15 JAMES HARDIE BUILDING PRODUCTS, INC. 1-8813-542-7343 info@jameshardie.com TEST RESULTS: Table I a, Results of Transverse Load Testing Allowable France Linmate Design Thickness Width Spacing Perimeter Field Load Load' Report Number Test Agency in.) in,) Frame T pe in.) Supports Supports Fastener T T`SF) PSF) C-1270-94 Reattach 03125 48 2X4 wood Hem -Fir 16 6 6 6d common 149 49,7 IC-1270-94 Ramtech 03125 48 2X4 wood Hem -Fir- 16 4 4 bull common 236 78,7 10-1271-94 Ramtech 03125 48 2X4 wood Hem -Fir 24 6 6 d common 94 31,3 IC-1271,94 Ramtech 03125 48 2X4 wood Ham -Fir 24 4 4 6d common 143 47,7 4d, 0,091 in, shank X 0,225 in. 10868-970475 Ramtech 03125 48 2X4 wood, SG ? 0.36 16 4 8 90 30,0 HD X 1,5 111 4o2 do shank nail Min, No 8 X I in, long X 0323 in IC-1054-89 Ramtech D.25 48 Min. No 20 gauge X 3,625 in, X 16 6 6 head diameter ribbed bugle 169,9 56,6 1 375 in metal stud head screw Min, No 8 X I in, long X 0,323 In IC-1055-89 Ramtech 48 Min, No 20 gauge X 3,625,n X 24 6 6 head diameter ribbed bugle 91 9 30,6 1,375 in metal stud hcarl screw ET&F 0, 100 in, knurled shank X 11 149-981I554d Rannoch 03125 48 Min No - 20 gauge X 3.625 in X 24 4 8 1 5 inland X 0,25 in head 170 56,7diameter 1,375 in metal stud pin fastener ET& F 0.100 in, knurled shank X 1 1,49-98/1554d Ramtech 0,3125 48 Mim No 20 gauge X 3,625 in. X 16 4 8 1.5 in long X 0.25 in, head 101 33,7 1, 375 In metal stud diameter pin fastener 1. Allowable Load is the Ultimate Load divided by a Factor of safety of 3, 2, Hardie Panel Siding complies with ASTM C 1186, Standard Specificatior, for Grace 11, Frive A Non -asbestos Fiber-Ceniont Flat Shoals, Table I b, Shear Values Allowable Loads in Pounds Per Lineal Foot for Panel Shear Walls 1,2 T' asherrs, Spacing Gibma" te-T FrameAllowable AllowableThickness Width Spacing Perimeter Field Lead, Load' Report Number Test Agency in in France Tv E., in ) Supports Supports Fastener TVM Pit) IC- 1273-94 Ramtech LP- 0. 3125 _ 48 2X4 wood Hem -Fir 16 6 6 do commci_ i0_13 IC- 1273-94 Ramtech 0,3125 48 2X4 wend Hem -Fir 16 4 4 got common 698,8 232,9 C- 1274 -94 Ramtech 1,3125 48 2X4 wood Hem -Fir 24 1 6 6 6d common 460,0 1533 C- 1274-94 Ramtech 0,3125 48 2X4 wood Hem -Fir 24 1 4 4 do common 637,5 212,5 4d, 0,091 in shank X 0 225 in. 10868- 9711475 Ramtech 03125 48 2X4 wood, SG' 0.36 16 4 8 595A 198-5 HD X 1.5 in_ Ion ring shank nail Min No 8 X 1 In long X 0 323 In IC- 1057-89 Ramtech 0.25 48 Min, No 20 gauge X 3.625 in, X 16624 6 6 read diarnetef ribbed bugle 9900 123,8 1. 375 in metal stud head screw ET& F 0,100 in, knurled shank X 11284- 1,49/1580Ramtech 0,3125 48 Min No 20 gauge X 3.625 in. X 16 4 8 1S in, long X 0.25 in, head 122TO 153A 1 375 in metal stud I I larn ter pin fastener ET&F 0,100 in, knurled shank X a 11284-9911580 Ramtech 0,3125 48 Min No 20 gauge X 3,625 in, X 24 4 8 ad 1.5 in long X0.25 in, head 1060-0 132,5 1 375 in metal Stud diameter pin, fastener 1 All board edges shall be supported byframing. Panels shall be applied with the long dimension either parallel or perpendicular to studs. U11111/j// 2. The, maximum horght- to length ratio for construction in this Table is 2:1, OGA 3. In the steel framed assembliestheallowabletoadisbasedor, the average load at 1/8 inch net deduction 2412' Zr X 0, STAtE 4OF S 0 BID N kd ,,WrhwWWOO I RONALD I. OGAWA ASSOCIATES, INC, 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2556-15 JAMES HARDIE BUILDING PRODUCTS, INC, 1-888-542-7343 info 0jarnestrardrexcifn DESIGN WIND LOAD PROCEDURES: Frier-cemers siding transverse load capacity (varid tend capacity) is determined via comistance testing to transverse load national test standards, Via the transverse bad testing an allowable design load is didermineci based on a factor of safety of 3 applied to the uffirriate test load, Since the allowable design load is based on factor of safety of 3, allowable design loads on fiber -cement siding correlate directly to required design pressures for Allowable Stress Design. and therefore should be used voth combination loading equations for Allowable Stress Design (ASID) By using the combination loading equations for Allowable Stress Design (ASD), the tested allowable design loads for fiber -cement siding are aligned with the wind speed requirements in ASCE 7- 10 Figure 26 5-1A, Figure 26 5-1 B, and Figure 26.5-1C, For this analysis, to calculate the pressures in Tables 3, 4, and 5, the load combination will be in accordance with ASCE 7-10 Section 2 4 combining nominal loads using allowable stress design load combination 7 Load combination 7 uses a load factor of 0 6 applied to the wind velocity pressure Equation 1, q,=O 00256*K,'K,,*K,*V' (ni`, ,ASCE 7 Il' ersoahor, 303-t} q, velocity pressure at height z K, velocity pressure exposure coefficient evaluated at height z K,, topographic toper K,, wind directionality factor V , basic wind speed (3-second gust MPH) as determined from [2012 ISC, 2014 FBC] Figures 1609A, B, or G; ASCE 7-10 Figures 26_5-IA B, or C Equation 2, V=V's trC'.. 2 lbC & 2074 FPC Sectrw 16(" 1 ysr,,tlroms} Va, , ultimate design wind speeds (3-second gust MPH) determined train [2012 IBC, 2014 FBCj Figures 1609A, B, or C: ASCE 7-10 Figures 26,5-IA, B, or C Equation 3, p=q,'(GCGC,) trap ASCE 7-1 hon 30 6- 1) GCv product of external pressure coefficient and gust -effect factor GC,, product of internal pressure coefficient and gust -effect factor IF design pressure (PST) for siding (allowable aesgn load for siding) To delernivie design pressure, substitute or into Emiation 3, Equation 4, Allowable Stress Design, ASCE 7-10 Section 2 4, f, load combination 7 Equation 5, 0 6D , OrW ,rof ASCE 'e-'( rxr 2.4.!, kvid co neatens 71 D dead lead W wind load To determine the Allowable Stress Design Pressure. apply the load factor for W (warcp bane Equation 4 to p (desig n pressure) aeterrmned from equation 4 Equation 6, p_ = 0.6'[fg Equation 7, p_ = 0,6'[0.00256'K,'K,t'K,V,,,,"(GC,,,-GC,,)I Equation 7 rs used to populate Table 3 4, and 5. To determine the allowable ultimate basic sond speed for Hardie Siding it, Table 6, solve Equation 7 for V,,, Equation 8, Vo Applicable to methods speaffiedin Exceptions 1 through 3of[2012 18C, 2014 FBCI Section 1609 1A, to deterinse the allowable morn( ntedesign wind speorri(Vasa) for Hardie Siding in Table 6, apply the conversion formula bskrw, Equation 9, V." = V"n * to ,'i of 20" 2 IRC & 2_0 4 FS C SeC cv? iffl9,3 1) Vim, , Nominal design send speed C-second gust mph) r'ref. )I' 18C & 20 14 F8C Scroon 160J1, 1) Table 2, Coefficients and Constants used in Determining V and p, 0 G IF 24121 RONALD 1. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847.4595 FAX PROJECT: RIO-2556-15 JAMES HARDIE BUILDING PRODUCTS, INC, 1-888-542-7343 info@jarueshardie.com Table 3, Allowable Stress Design - Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category B, Table 4, Allowable Stress Design - Component and Cladding (C&C} Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category C, Table 5, Allowable Stress Design - Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category D, Tables 3,4, and 5 are based on ASCE 7-10 and consistent with the 2012 IBC, 2012 !RC and the 2014 Florida Building Code F I 241 21 STATE 10, F 0 Rio, RED RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONtO. UIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT. RIO-2556-15 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@jameshardie.corn Table 6, Allowable Wind Speed (mph) for HardiaFanel Siding (Analytical Method in ASCE 7-10 Chapter 30 C&C Fart 3 and Part 3)8 2012 IBC, 2014 BSC 2012 ,!BC. 2034 FBC Allowable, Ulbr gate Allowable, Nominal Design Wind, Speed, Design Wind, Speed, V„c . V -a.n 3-second gust mph) 3_second dust mph) Applicable to methods, Applicable to rneChopsspecifiedin {2012 IBC, specified m Exceptions 1 2014 F€3Cj Section through 3 0f (2012 15C. 1609.11as determineid dy 2014 F8Cj & ,,IK1n 12G12 kC, 2014 FBC; 609. 1.1 Figures 1609A. 8, or C. Coefficients used in Table 6 calculations for Wind exposure aafeao _ Wind exposure co-ateg" S+dEnq K, F' rQdUCt Stkld Building Allowable T WiathFasteneeFasEeeerFrameq ProductThicknessSpacingHeight'.' 13 C D B C D Load i) pbesj (incites} Type S c1nR Type (inches) ( feet) (P ) Exp B Exp G Exp D 7'" 2X4 HabflePaneM 5/16 4€; 6d 6 wood 16 GO rnm n Hem - Fir 2X4 Hardies' aneW 5116 48 6d 4 wood 16 common Hem - Fir u- 10 14! 134 121 114 1CI3 94 -31.3 0.7 0.85 1,0'1 hs60 1 085 -14 0.la 20 6-7 110 119 326,99 101 92 -31s 0.7 o.g 1.63 1 0-a5 -1.4 a.18 25 7 127 116 5 98 90 -313 0.7 aW, 1.12 1 G.85 -1.4 p.18 30 147 124 114 114 96 89 -3!,3 0,7 098 1,16 1 085 -14 018 H ardiePaneF,21 51'16 A& 6d common 8 2X4 wood Hem - Fir 24 35 40 45 144 1d1 139 123 121 119 113 112 112 1Q9 110 1Q8 95 94 92 87 - 31.3 86 3=.3 6 - 31.3 0 79 c7s 0. 785 t09 1_` J4 1- OfxS i. 19 1, 22 1245 1 0. 85 -1 0- 85 -1.4 G. 65 -1.4 4 0.18 O. t& 4. 1 (# 50 137 218 109 106 9i 85 -31.3 G.81 1.09 127 Q&5 -1A 0.16 55 1.35 117 108 105 91 S4 -31.3 G.83 t_11 1.29 1 e_se I4 Q.11, 6t} 134 116 108 103 90 83 -31 3 0.85 1.13 1.;19 t 0,85 -14 0,18 100 111 98 92 86 76 71 -31.3 0,99 126 1.43 h>60 1 0,85 -1 6 0.18 0- 15 182 165 150 141 128 116 -47.7 0 0-H5 1.03 h_560 1 0,85 -1A 6.18 20 182 160 146 141 124 913 -47.7 0.7 C"t 1_08 i 0.85 -1.4 0.18 25 182 157 144 141 121 111 -4L7 Q.7 G.94 1.;2 1 G-85 -1 4 0.18 30 182 184 141 141 119 1Q9 -47., 07 0,9R 1,16 1 p,85 71.4 0.18 Hardie Panel 5116 48 6d camm0n 4 2X4 wood Hem - Fir 24 35 40 45 178 174 i72 151 149 147 139 138 138 135 138 133 117 116 114 iQ$ - 477 iq7 47.7 106 , 47.7 0. 73 078 0. 7&5 1. 01 1. 04 1065 1. 13 1245 1 0.85 -1.4 0.18 1 0.85 1.4 0-18 1 0.65 -t.4 t7.td 50 169 146 135 131 113 105 4L7 G.&1 tQ9 127 1 0.85 -^.,4 0 i8 55 167 144 134 929 412 104 -477 Q83 1.t1 t29 1 6.85 -14 0.18 60 165 143 133 128 ill 103 477 0,85 113 1,31 1 085 -IA 0,18 100 137 121 114 106 94 88 477 0 g9 1 26 143 h>60 1 0.85 -1 8 0 18 Q- 15 144 131 119 112 101 92 300 4.7 0.&5 t_03 hs8`J 1 085-14 0.18 20 44 27 916 112 98 90 -100 07 oa 1.08 1 Q.85 -14 0is HardiePanelV 5,r16 48 4d, 0.091 in. shank X 0, 225 in. Hp X 1-5 in, long ring shank nail 4 edge 8 field 2X4 wood SGsD. 36 16 25 30 35 40 45 50 144 144 141 138 36 13d 124 122 12p 118 17 116 1 14 112 1 22 112 111 1t19 109 107 108 05 107 1R4 96 94 93 92 91 89 88 - 30.0 87 - 3G.0 86 - 3Et 0 86 - 30.0 84 & 0.0 83 -& 0-D D- 7 0. 7 0. 73 0. 76 0 7i35 G. 81 0. 94 Q. 98 1. 01 1. aa 1. 065 t. qg 1. 12 1. 18 1. 14 1. 22 i. 245 127 1 1 t 1 1 0, 85 -1 G. 35 -t4 0. 85 -t4 c. 6S -14 G. 86 -1 C. O6 -1 4 4 A 0- 18 i7. 18 0. 18 0. 18 8 0. 18 55 132 114 1C 6 03 89 82 3a.a o ¢3 1 11 29 0.A5 -1 a 0.18 60 i31 13 105 01 88 82 30.0 85 113 1.31 C85 -1A 0.1& 100 108 96 90 84. 74 7ii -30,0 0.99 1,26 1,43 tv60 1 0.85 -1.8 0.18 R RONALD L OGAWA ASSOCIATES, INC. 16835 ALGONOUIN STREET #443 HUNTINGTON BEACH. CA 92649 714-292-2602 714-847-4595 FAX PROJECT. RIO-2556-15 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@jamestiardif,,.corn frift/o/zOGz F 14 F8C201-2 d9C-20 2012 18C, 2014 F8 24121 1 Allowable UltiAllowable Nominal Design Wind, Speed, Design Wind, Speed, V" it4, V-1 S7 EOF, Qz c 3-second gust mind) 3-taffnand gust inish) Alp Gable tomatrces specified m 12012 18C, Appi, catre to methods specified rn Exceptions 1 2014 FB(,) Section 16091 1 as determined by allorigh 3 of 12012 18C, flif itr 2012 IBC 2014 FBC) 2014FBC) Section Figures 1609A, B. or G 6091 Coefficients used in Table 6 Ciarmlatirms for V„,, Wind exposure,, eatsgory Wi d exposure cats siding K, Product Stud Building A1ryable Width Fastener F,.M, 1 Design Product 'b, ss Spacing HeightB C D inches (inches} Spacing Type inchesLoad PRF1 c- Min. No 8 X 1 in- long X Min. No. 25 198 171 157 F-, 3 T 3 132 121 56b 070,94 Q 1,12 T, _6 1 1 8s 0,10 0,323 Ili 20 gauge 30 198 167 154 153 1,30 119 66,6 47 9-8 8" 018 head X 3,625 35 194 185 152 150 12 118 56,6 0 73 7 1,01 1,19 1 85 sle Hardel"aneIV 1/4 48 diameter In X 16 40 190 162 150 147 126 T24 116 T--T- 566 0 T6 7 04 22 1 0 le, 1 4018 0,$51 1 - 410 18 ribbed 375 in 45 187 78 161148 145 IS -566 Ti T 065 11 245 1 bugle head metal SO 4 59 7, 57 147 143 12 L,3 14 56e 0 1 T7- 09 7 27 1 Q8-5 T 1 4 FO 18 85 1*4 0 16 screw' stud 55 182 46 141 7i-- T2 122 1,3 -566 j 6 0 83 1,11 1.29 1 66 80 156 145 39 1 112 1 1 56 6 0 16 11100 7 49 132 L24 L1 5 102 96 56,6 C 99 1 26 1,43 h,60 1 c alit LL5 46 32 20 13 102 93 306 07 085 103 bs,50 1 as g 18 146 28 17 113 99 91 1 30a 7-79- 1,08 08_ 14 d , I s Min. No 8 X I in, long X Min. No. 2o 25 146 126 115 111 97 89- T 30-6 4.7 T;T 1.12 1 0 4 0111 0 323 in 20 gauge 30 46 1 3 113 113 7 95 88 30A 07 0,98 1, 16 18521 u u 1s head X 3, 625 11, 43 21 i 12 Tl -o 10 7 -58- 94 86 30e 0 75 of I if 1 as 55 14 d o,18 a to0,8514 1 018Hardielnanel& 1/ 4 48 diameter 6 inX2440T i g- 93 8-5 o6 076 --- 1 D4 1,221 085 2 18 ribbed 1 375 in 45 137 118 109106 91 85 -306 0 FB5 1h65 1,24,5 1 bugle head metal 131+117 108 105 10 84 30, 6 0 81 1.3r3 121 1 085 14 0.18 14 0,18 stud 55 134 116 107 104 90 83 -30.6 083 111 1.29 1 screw 60 132 115-T1-1 TOb 9 T0- 30-6Q 851.13 1,311 L'-8d, C 8b 14 0,18 100 109 97 91 85 75 70 30b 099 1,26 143 h>60 1 085 1,8 018 15 913 81) 163 7 153 139 127 567 07 73 5hS60 7 8 14 0 18 ET&F9875160 113 135 124 7M 7 7 1) E7- 7 EEIb IS 0.100 in. knurledMin, No. 2O 2 198 171 157 153 132 121 67 6-- 7 7- 94 12 1 08 5 14 018 shank X 20 gauge 30 198 167 154 153 130 119 56,7 0 7 098 1.16 1 0 85 14 018 5 in, long 4 edge X 3,625 35 194 165 152 150 128 118 5&7 c 1-9 1 085 1,4 018 HardwPanel,V 51116 48 X 0,25 in. 8 field in. X 16 40 190 163 15 0 147 126 fz 116 567 1,11, 1 .4 1.22 1 095 1,41 018 head in 45 187 161 759 149 4- 124 115 567 0 785 065 L24IL L4L 1 085 14 0 18 diameter metal50 184 T5-7 147 143 T41 123 114 56, 7 081 1.09 27 1 085 685 14 018 stud 55 8-2 74- 6 122 113 56 7 8-3 7, 2 14 018 pin Mabel 60 180 156 145 T39 T - 1 2 Ti -2 --756-7 o -c 7 -13 529 0 85 14 0,16 100 149 132 124 115 102 96 567 099 1,26 1,43 11160 1 0 85, 1.8 018 5 3 5 L 39 2_ 26 L18 L7 9833707 085103 -,60 1 085 14 0.18 ET&F 0, 100 in. 2d 153 15 L_ 123 118 104 TO2 95 337 07 09 1 06 1 085 -14 0. 18 knurled Min, No 25 153 132 T- 1 2 18 70 - 94 33,7 07 0,94 1, 12 _L'S 85 4 e shank X 20 gauge 30 53 29 119 119 1;1 118 118 0 92 9 337 07 0,q8 7 16 1085 -14 016 1,5 in, long 4 edge X 3.625 35 150 127 117 117 11C 116 99 91 9 W1-91487 337 3 073lui 1,19 1 T2285018llamfiePaneNs 5ii 6 48 X 0,25 in, 8 field in X 24 40 147 125 116 114 1 q7 r 90 7 13 T 11 76 04 R5 1 T-2-45 -1 IA 1AT-8- , 4 5 0 18 111I head 1375 in451442415 112 96891 1' 7M, 5 -14 0 Ili c diameter metal 122 113 ro 95 88 337 p 811 09 1,27 1 085 1 4 018 d 's stud 55 140 121 113 109 333 0 831'1l 1 19L1 085 -14 1 0 18 pin 60 1 139 120 112 107 93 1 87 33,7 0. 85 1 713 1 1,31 -4 1 1 t- IT85 4 1 0. 18 fastone t' 1001 15 LO2 25 g 743111) 26 Lh-60 L1,10115L 1 8 LO Is 1, Screws shall penetrate the metal framing at leastthree full thread,, 2. Knurled shank pins shall penetrate the metal framing at least 1,14 inch, 3 Building height = mean roof height (in feet) of a building, except that ease height shall be used for roof angle 0 less than or equal to 10' (2-12 roof slope), 4 suit = the ultimate design wind speed (3-second gust mph) as determined by [ 2012 b3G, 2014 FBC] Figures 1609A, 16098, or 1609C, ASCE 7-10 Figures 26,5-1A, 26.5-I6, or 26.5-1C 5, Vasd = the nominal design wind speed applicable to methods specified in Exceptions 1 through 3 of [2012 113G, 2014 FBCj Section 1609 11. 6, The wind speeds in [2012 IBC, 2014 FBCj Figures 1609A, 16098 and 1609C are ultimate design wind speeds, Vult, and shall be converted in accordance with 2012 113C, 2014 FBCj Section 1609,3.1 to nominal design wind speeds, seed, when the provisions of the standards referenced in [ 2012 IBC, 2014 FBCj Section 16091,1. Exceptions 1 through 3 are used. 7. Linear interpolation of building height and wind speed is permitted 8 Wind speed design assumptions per Analytical Method in ASCE 7-10 Chapter 30 C&C Part 1 and Part 3, Kt=l, K,=0,85, GC,=-1.4 hs60), GC,=-1 8 (h,60), GC,,=O 1& LIMITATIONS OF USE: 1) Fastener pullout must be evaluated when installed a species of wood studs other than that which was tested. 7 PROJECT RIO-2578-15 ENGINEERING EVALUATION REPORT FOR ATTACHJAMES FIARDIEO, BRAND FISER- CEMENT PANELS TO WOOD FURRING SOLUTIONS JAMES HARDIE BUILDING PRODUCTS, INC. 10, 901 ELMAVENUE FONTANA. CA 92337 TABLE OF CONTENTS PAGE COVER PAGE I EVALUATiON SUBJECT 2 EVALUATION SCOPE 2 EVALUATION PURPOSE 2 REFERENCE REPORTS 2 TEST RESULTS 2 TABLE IA, RESULTS OF TRANSVERSE LOAD TESTING 2 TAIL I B, ANALYSIS OF ALLOWABLE LOAD FOR #8 SCREWAT 10" 0,C- 2 JUSTIFICATION OF USING THE RESULTS ON LIGHT GAUGE STEEL FRAMING 2 DESIGN ININD LOAD PROCEDURES 3 ITABLE 2, COEFFICIENTS AND CONSTANTS USED IN DETERMINING VANE) p 4 TABLE 3. ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE B 4 TA LE 4, ALLOSTRESS DESIGN C&C PRESSURES EXPOSURE C 4 TABLE 5, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE D 4 TABLE 6, ALLOVZABLE WNIA SPEED (MPH) FOR HARDIEPANEL SIDING 51-6 AS PRODUCT EVALUATOR, THE UNDERSIGNED CERTIFIES —1 HAT THE LISTED PRODUCTSARC IN CQhlPL4kNCE VARH THE REQUIREMENTS OF THE ASCE 7-10, THE 2014 FLORIDA BUILDING CODE, AND THE 2012 INTERNATIONAL BUILDING CODE, RONALD L OGWY%A &ASSOCIATES, INC, 16835 ALGONOV) N STREET #"3 HUNTWOTON BEACH, CA 92649 714-292-2W2 714-847-45a, c, FAX RONALD I 0GAVIAASSOCIATFS, NIC. IMISALaONOWN STREET 0443 HL,yNTNGTON REACK CA 92549 M, 714-2152-2602, (F) 714-847-4595 PROJECT EVALUATION SUBJECT HardiopanoW $Wkig ya"ws RordW Preduct Trade R*mm covomd 41 this vvalu*fiwi Ham"afarwo S", componow Sydwq pmvuo - paw swvv EVALUATION SCOPE: ASCE 2014 R,, Kg-lo2 Code n) 1, 2 mvmo,,w.*, Duwn, uoo O'l 2 ,,,%mrobrwW R owftnUW Cx* EVALUATION PURPOSE-. 7hm a,,Wjm,% is to d~* It*mammon o0viol 3,"wnd grwI atVl Irpowl v, tw mmft'l by on *%"mtw of Hwvh#,lpWW :1x:..pwW, Rrww. pa-t &4,nq lw mnoo k, u"x'A tw-o M, 0ow vmoa, vl-raft w wows REFERENCE REPORM I , lG`y=4,M3C0QR)lA, te*; w TEST RESULTS. TabWo la, Rosufts of Tmmvw" LQ*d Us" pagww, Lftmw, Spoon Foouvw Type L,1*4 D*rpn Rmm-n %-bo, F,anw T m' Msf', Moft011 -211 —1 2X4 wood. *Wc, W4, fta Sp 3 5' ND a x 1 '5' oNg X, 0 223" w" w'de S,-F, Nf,",p qttlmd WgPv Iwad suvw, 160 7 !`3 61 pml vtnmqt "I'vc-tv" 024363COCIMI A MWI%* 0 312111-1 48 ZXA -wl wto-, VC LMM by 3 5' 16 a tiX 0 323- Ho W'do SPF N*n Abb" buow h*Ad wr",s 02I)24310C0QW, A ntcvyrk DZI25 0 2X4 wQW 0.4 314' "a Ly No 6X 1 26, wv, X 0 ','W 40 w1do'spf, I,Tyv 16 nt*l wl"A rwao Wvwl AA W004 smy W, tKI'm 5' A 41215* -Q x 1 1mwyok 0 51.15 4$ 16 6 74" 2W14flsf-f "I ", W,,g w'2 ~Wia 61' Nr 8 X w j,x iTY ml'aMA031zll 46 ZX4 toot IN, 24 4aoPF mWb§4 tc,rd v', w 6 I Ar ia,%koem wwo 7mMiTwi —ormw,-vxvohmA pwovW-,7 om Ft iwn,,,q momwx 2 AUWabm iyaO a dote -,IW, Rt`+, WNmakm 00 *V400, by a amar of salotyco 3 HwIlmyPone, rw4,N, conp4os wmVASTM C1106 Aw G000l Ty v ANby-o4 was FIW vIaftlfx Tab* lb, AmRsio of AboymbW Lo*4 for *4 ft-ew at 10" OX, mm smwl Fmk saac , fil , g, 16 Rom. www, T Am% 009 123 111 Ak- ob* kWl 416 354 U's I. W, fogftnof yo" (Ib ad g 47 f, 43 # Ttm 4amww "d tx ", Io-II* w I Q' 0 C woa OW,Meo r, l II)e sv<ax' g IP0 01, v Iov 11 roaWt6 ft" 'It' W4 12' Q c n Iho § O*d for fit w—*. w vw "o-v of I c- 0 C mw, -w mv w, be cwm44.vI ba "nenpowmg ew 044,ft a5&mv fa& ww w 6 , ancl 12 , 0 C sax, wish tarts .,sus w"'o sa wv """ft of favvv, P-,6 kPmoogh klXl, Mo pgr*m M lhowl, on ow two, Vw okrwa" Pwl W. AV xvm*4 *: IT 0,C rr W,ad (-qW.Q k* 39,8 pbf J M" Uw) of U*W9 the fto*,W% m) L19M G*ugo SftW Fmw4ng m fne &. tpw ov, wto"" "M onw4oa I"' tomy; wvy u, wvrw me fv'mo is gracowl k, v o", fmmn 'I aom Nw a,- .-.-, pano k* r"An's"Wt* t"a ,rpaulw nr vw ;nmml 6'=;p-*Geo mvwkvult j to Wnwe V" tvm; aro'.-mom And flwIw1Q W tlml sQMcm1m W44 WwAms L-N DESIGN WIND LOAD PROCEDURM oe"emmk" for Io Aow of "fety og a 4,00k, vie wumsts vw, toad MMM3MM RONALD 1, 00MV4,A650MATES, WC, 1035 ALGONOUN STREfiT #443 HUNTINC, TONBEACH, CA 92CAO T) 7 PROJECT: M0,2,$78,--t5 Owl ASCE7,1 ol,, Pw' 30 3-!;, vV11" 10 WVMOOM glatoWod at h-P! 2 toa- K, . 04 do*,Vw,,Wy foctw A . Aw wlyd stood (3-soww p"m mpmt as "%"mwwd tmm' A) 12 we F q,"% 1 VURI, 8, Of C. AS:. 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AKk Nzi a;{xia LMIAMNS OF VW k,-Vw k,WM*V Hl.rKl Ee anit CM.1`YZF41mu,?b£5rk AAAE t<# a X W mDwG PlRom,,CS, W Aws WRZAE PROCmic's IIX, OAA3 I-moulM fia iO 1* 1, 140 14X A moour ANi if is IN IV 10n in M m f, ul w*, IM t4X '24 ia, Ol Fix K11 4 X Nx P41Mr7_1 K.1*10.1.0 Ale roc M ZIA im xv WAX SU _.I 4 k,,N viaJI w4% apt z1" o AD ITr V A 11 1A 11 1 144 4t PFR 1} ZA4 a rm 777777 WAX A T77 Toc 4 tO`X a 7Ivu11 1P L14-21, 2. 1 NMI 0.77M, ".v w*' 0—Iv -1"x0 N " IX1w Xtm , U 1_ v t twA—A, P mo ENSP 7OJIUKITAMRS CW USC 0 w Ko A"" ww"m ZWft E4`q'Ac3 "to m—, M.—D** c—, q Fwxw WA Ision 04 till ME j; SIONAS 1113 REPORT NUMBER: 102024363COO-001A ORIGINAL ISSUE DATE- April 1, 2015 REVISION DATE: April 30, 2015 EVALUATION CENTER INTERTEK TESTING SERVICES NA LTD, 1500 BRIGANTINE DRIVE COQUITLAM, BC V3K 7C1 MENEM JAMES HARDIE BUILDING PRODUCTS, INC, 10901 ELM AVENUE FONTANA, CA 92337 PRODUCT EVALUATED, HardiePanel& EVALUATION PROPERTY.- Transverse Load Testing Report of HardieftnelO tested in accordance with AM E330-200=014, Standard Test Method for Structural Performance of Exterfor YKmfows, Doors, Skylights and Curtain Walls by Uniform Static Air Pmssure Difference fep 01 s for thv""'e of 0"'erl" encl ,s P'ovadvld purs'uant to tv af eemfv"" ,"etwev"l ",-vic, 4s ow"'*t and ere hn, tCd to the te"""Tm; jinc ofthe agreen'vn',', v,arty, (tMer tr. an the 0iertt "'t . iv't"h' the aaree"Tzeor ar"Y m'S" expense ar alamage <X'(""'Sncmrwa iDy S ";'se of Ml's eportOn"Y the-, C""'wnt s aa'Ih'w,zecq tv" co;)y (v cfi..,,Dtac z rep'-Irr i'PW then cmln 4S Any o,,sc of tN, n'avr"e or, one Cs, 4S rp"'v*s fov fN.', al of tt fvsleV Plalter"r"" Or sc"fwce twst 11v w,,,N-xq Py tt.,f1 -("" - tn e C C ek 7he ob,etvaolons' a'nd ft"'S? ", sotts th.,,s report reievar-' on)' "ne te-tf-O' T?t 5 t,, c,, vp ly hat th le mate'"a produck, or sc%'v'cK' s vr has evtr oleen unde ' ar lrlter-a"4' wi pr-'g'rarn' James hard* BuAdft Products, nc I Table of Contents 1 TaUe Of Contents- ..... .......... ---- .... ........... _—........ —.... .............. --.—..'~--2 2 Introduction ........ ....----,`~,`,,~___........... ^............... _____________.3 3 Test Samples .... ... ........... —.... ......... .................... ........ ............ 3 31 Semple Selectiom—.................................... _...... --................. ................... —0 3,2, Sample And Assembly De=ipbol---.~------...—............ '^.~^.—....__-..^3 4 Testing And Evaluation Methods --~'........... _--............ _--_—_—............... ......... 3 4.1, Conditioning— ........ _—_..—........... --- .......... —.^^'~~^...... '......... `..................... 3 4,2, Transverse Load .----._—..—.—...... ........ —...... ................... __-------_3 5 Testing And Evauatimn Results— ---........ ............... ...... ............... ........................ —'5 5.1, Results And Observations ....... --------........ —.................... —.......... --'5 6 Cmndusion—............................. ............................ —6 AppendixA Transverse Load Test Data, .............. Pages lro Florida Product Approva7 HardiePanelO Siding 0 For use inside HVHZ: o HardiePanel Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 15- 0122.04. Consult the HardiePanel product installation instructions on the For use outside of HVHZ, o HardiePanel Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Report RIO-2556-15. Consult the HardiePanel product installation instructions on the follow pages for all other installation requirements. Hard"le Pane VierficalSiding JamesHardie EFFECTIVE SEPTEMBER 201 '3' INSZP,111,110N Rl:()UHR[M NIS HES,11)"'IN 14, SU'31-1: Ak`lll'Y RIME D 10L1'-i-iP'1AJ1SP PHOl'A"V-1 1 S Visit w"'! for sie rrost rerent, version, SMOOTH - CEDARMILLO - SELECT SIERRA 8 STUCCO IMPORTANI FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WFFH APPLICABLE BUILDING CODES AND JAMES HARDIE WRITTEN APPLICATION INSTRUCTIONS MAY LEAD T,0 PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRAN 71, BEFORE INSTALLATION, CONFIRM THAT YOU ARE USING THE CORRECT HARDIEZONE INISTRUCTIONS, INSTALLATION OF HZI OTIA PRODUCTS OUTSIDE AN HZ1 ()'T" LOCAT ION WILL, VOID YOUR WARRANTY TO DETERMINE WHICH HARDIEZONE APPLIES TO YOUR LOCATION, VISIT `Ii,%,1WW.HARDIEZ0NE,C0M OR CALL 1-866-942-7343 (866 9HARDIE) STORAGE & HANDLING: Store flat and keen dry and covered prior to installation. nsl,ai ing siding wet or saturaled [nay result in shrinkage at butt joints. Carry planks on edge. protect edges and corners from breakage. James Hardie is not responsible for damage caused by improper storage and handling of the product, --l'aft"'Vidallum GENERAL REQUIREMENTS: d CUTTING INSTRUCTIONS OuMO ORS Position cutllrQ Suitor 'so thaT "ygne, kAl blov", aus il"'my iron user and othtI!'s n womisl aitia, 2. Uw, one of the 1)"lowing, rrmthods, lt. Best Scoole, anc, sore Siloam (l`ua1l3,e1f','C't`C Or ulod"tilbO b. Benet "A'Ith aDustrodumoorcafla, sa,,N elf Hardle3ritie' saw, blade and ri,-'A varlum extrdUlvin C' Grind, D usl , edl ig cli culai slov volh a list dieBUdo, ivtir+ b, pnk use sx (w, in moderair, c'uttu?T—, INDOORS Cut and usmig, vco'-e an"'sn , ain a, siisam, irnan,;& elect, IC ca pneumafic, y 2Pcszbon cull s.wion in welveiil,isle d aired NE-VER use a povvler &aei ri000rs NEIFR me. a, annular sm, elade; tilat aclos not can,} the ,,iideiBlade saw Made trademark NEVLR dry svieop - Use w.: or 1-ILPAVacmim importaot Niue for max eta, per"r'Itill {lo'aest respirable dins croaxtloni, Iariils La, IC MIT (,eo C l , aJlsstyswing, illericKki, wheo? °easjbls N;OS,H asp c ed f ristil Ialcvs cwbe as In conjuncsoi wM, a"I'm cutt'ng srackes in Lather r esuce di c,, exposures. Arlditional expamre inior -natm,• S avillate qf= e dle mi n to help YLX; "Ierery if e'. tire.. tart, dt'llei (p law Cl I tl if it I net! lod ficl ymt Job ell lot ; S, I' sifl exists Axit expos. r e lw,is of } to do t V Wo " , ply vo tl 1 10, le FAw' Pu1c:'C"aS }'Off SIMI 0al),'MY ,' DY i sul a q ,oh fiecl s! ustrial tT"g el It31 (y, cal ',xt 'b 'n Gs lialuie, tts )c! slf i-1 oi ro tyin , 4lxlw "k, These instructions to be used for residential single family installations only. For Cornmerc,al / Multi-Farnily installation requirements go to HactfiePaneverticsr siding can be inAalled over loraoesJ, wood at steel study spaced a maximurn of 24" o,c. See genernal fastening requifernents. ItTea gularites in framing and sheathingcan min - or through the finished application. Jarngs Hardie recommends installing Hardie.Prinell oil a captary 'Neal (11-jinscreen/furring) as a aest practirce, information on installing James Hardie products ever foam can be located in JH Tech Bulletin 19 at w, " V "a Awater-resisfive barrier is required it accordance with local building code requirements. The water- resislive barrier most be appropriately installed vvilh penetration and junction flashing in accordance with local building code requirements, James Hardie will aSSUnte no responsibility for water infiltration, James Hardie does inamufacture HarcleWrap Weather Barrier, a non -woven rion-perforated housevvrapl, vd-lich cotriplies with building code requirerrents, When installing James Hardie products all clearance details in figs, 5,6,7,8,9110&11 must he followed, Adjacen' finished grade must slope a,,vay, "rare the building in accordance with local building codes - typically a mininnurn of 6" in the first 10'. Do not install James Hardie products, suich that they may rornain in contact with standing wa'W. Harciel"anel vertical sidino may be installed on vertical wtall applications Only, DO NO I use Hat diePanel verti4l skiing in Fascia or fri"'I ap3licafions. Some application are not suila( ale for ColorPlus Peter to C0101PIUS seeder) Page 3. DO NOT use stain, ofl/ alk,d case paint, a,, powde coating on Jar Harms" Products. Far larder rejects, inclLIC ing commercial and multi-faillily projects. ,Viere the span of the wall is significant in lerghl, the designer anceor archriect should take irrio corisitleration the coefficient of thermal extra l sion and moisture movement of the prodLj,-,t in their design . Thisie vaiues can be found 'n the lechnical Bulletin 8 "expansion Characterifics" at www" amest-lardrexorn, INSTALLATION: Joint Treatment Fastener Requirements e Vertical Joints - Instal panels in moderate contact (fiti, 1), alternatively Poshk-)n fasteners 3/8" fionn panel edges arid no closer than joints may also be covered with battens, PVC or metal jointers or 2" away from corners. Donottellintocorners. HardiePanel Vertical Siding Installation caulked ( Not applicable to C001-PiLls" Finish) (fig, 2) Framing trust be provided at horizontal and vertical edges for nailing. * Horizontal Joints Provide Z-flashing at all horizontal joints (fig, 3), HardiePanel vertical siding must be joined on Said. C, Figure 2 Figure 3 W etsbve barr ier water- wislive bartei Double StUd may be required to maintain minimurn edge 2 x 4 stud 2 x 4 tud "w'llc' T(Tsi'Ne i nailing distances. D l tray ba r I te Figure 1watet-reSmtive' burner sheathing keep ragsi 3/ 8" min. from panel edges — — --------- plate o/ 8 keep fasteners 2" away froth corners Hardie Panel wxtical siding moderate contacl r Pre, Dalle. i pper pane, o gar or, nol 1, 4" o ap Cauk Batten Joint "H" Joint f iasit wate-esistive barter rmnd soI. ri I 2 x 4 Mud p9nd canei Figure 4 Ian aplo' opr' atN gap between Nwairnendation W"lo-i pans, then adi,' HWsiling swrrajiahid r Caulk Joint d"' WI air„ slu 0 ltio amficrisle'oFinish wlti tD aww"', nwiln"', Aup{ ,, ca-1 kw *lth --aA H I! ouwI glot"Ves, For additiona lnfovnritooon HaidwAflap",1 WeaIrier Barter, wlisuil James Hxuie at 1-8664"aidiecir WARNING: AVOID BREATHING SILICA DUST Jam"", harle, pr""' lix-tsa'W'all mspzvnle vl"a wtxh i 0"W VIeStatu 01 Lzi,vmia, to cause czlccr x-' IS oo oy ARC an'l rli'*'o,-' ic Ix a --au. e of -anceT Icm ,,xupatlrr.,, sowc,n Bmithl, T, elx;"Uslvel arMullls s! a J, st cv aw ca. ma. ind lentlad, tao OfSc'asc calit'd Sft"TS& and ras wen lvkte with j!ne 6mases Som- es suggee smoimng map nc-ei se theW NSKS I W110C i " J 1,11 31ialjn 01 Ilan, ! W tviir nu ow, xcas frith rlcw"1l11auon' u*ehiv, comi "! t ky Ornrof mnm %l',10:wi")'0 :;Se a saw anoasl save aaal', e'ti"' tO a HLm OA vacrr a" lT wr !12zilfIo '4w" a fins:iNOSHap-,, cwtcdos! Q rl,,3pntto, e Ii N %w amxd,,I'c—,vfth anplkao'u grDvom rnen! and manu111- t(,i- e 'T'stf U ctic, [. tD mwl lespvades boa Gxpo' waslixmq cis-'aw w" —'r va'a 'ms a, wo,! c,,,a%p merliods rke-ky 'Jry neuep =V futtil'.' ln'fic-lal'v l") ax nslal'a:'x wn„ ytarlI;x Saier;.nis Srleo avop"'I,e at vww1,,,msae N,,I:o!1!oi ly,cOng, FAL)R -rAPHPI 'COUP WARNINGS MSDS, 1N-kyRv0RADW)I HS1216 P113 1/13 CLEARANCES Install siding and irrm products in Maintain a minimum 1 Maintain a ininimurn 1 2" clearance :i At the juncture of 'he roaf and vertical Mainfain 8 1114" compliai-TU with local building code 2" clearance between between James Hardie products i surfaces, flashing and counterflaghing clearance, betvveen and decking material. shal, be installed per the roofing the bottom W JamesrequirementsforclearancebetweenlamesHardiemanufacturer's instructions. Provide a Hardie products and r rinirrUrn 1 `- 2" clearance between horizontal flashing, he bottom edge of the sid!ng and products and paths. Figure 7 role adjacent finshed grade, steps and driveways, F- Tv.F the roofing and the bottorn edge of the Do net caulk got). Figure 5 SkKi 6" rinin, Maintain a nirml-nUM 1 " gap between gulter end GaPS and siding & trim, Figure 9 sidin, gutter and end can Figure 6 stdmg water esislive A,. ban'Ar dock material 2" rn farlirrig Vledger Do not briogG floors with Hardrellarien' siding. Horizontal1, joil rt, should alifislys be. t,,r ealrecl burnt yen floors (rig. 11 (1), Arre"' J F,am,ug Figure 10 Floc, )g 17 7 Shelthing fascia ria,d,epanel' BLOCKED PENETRATIONS Penetrations such as hose bibs and holes 1 i-,,' or target- such as dryer vents should have F, block of trun around point of penetration, GENERAL FASTENING REQUIREMENTS Fasteners rinust be corrosion resistant, galvanized, or stainless steer. Eiecuo-galvanized are acceptable but may exhibit prierriature corrosion Jame-, Hardie recommends the use of cardity, hot -dipped galvanized nails, James Hardie is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing James Hardie products near the ocean., large bodies of water, or in very humid climates, Consult applicable product evaluation or listing for correct taste€ter type and placement to achieve specific design faind loads. NOTE Pubi;shed wind loads may not be applicable to all areas where I ocal Building Code's have specific Iunsdicson. Consult jarnes Hardie Technical Services If you are unsure of applicable compliance documentation, Dive fasteners perpendicular to siding and framing, Pastener heads should fit snug against siding (no air space), (fig. fie Do rot over drive na'i heads or d-ive nails at an angle. If nail is countersung, 'ill nail hole and add a nail, (fig, B) For orood training, Ll' aler driver, nails should be hit flusin to his plane vilth a hammer (for steel raining, remove and replace nail). NO TE: Whenever a structural member is present, flardiePlank should be fastenedorith even spacing to the structural member. The tables allowing direct to OSB orielywood should only be use(' when traditional frarning is not available, Do not use aluminum fasteners, staples, or clipped head nails. Snug Flush Countersunk, 91 OD 0Tfill & add nail Figure A Figure B do not under drive nails 00 NOTSTAPLE siding and tum. Figure 8 Tin,, u1i Rotor to tig, 3 on page 1. KICKOUT FLASHING Because Of the volume of water that son poor down a eloped roof, one of the most critical flashing details occurs where a roof intersects asidessrall. the root musics flashed eirith step flashing. Where the roof terminates, install a kickout to deflect seater away from the siding, It is best to install a self -adhering rnembrane on the wall before the SUofascia and trim boards are nailed in place, and then come back to install the kickout. Figure 11, Kirkout Flashing To prevent water from damping behind the siding and the end at the roof it tersection. install a "kickout" as req-jifed by INC code R905283 flashing shall be a min. of 4" high and 4" vvide," James Hardie recommends the kickout be angled betiveen 100" - 1, 0" to rnaxingize water deflection W= PNEUMATIC FASTENING James Hardie products can be hand nailed or fastened with a, idneuroatic tod. Prieurnatic fas'ening is highly fecornniended. Set air tnessute so mal fine fastener is driven snug witin the sUr%blr,,e of the sding, A flush mount attachment on the pneumatic tool is recommended, This oiN help convol 'he dep', l-,, the nail is driven. If setting the nail depth proves dif( cult, choose a settina that under drives the nail. (,Drive finder driven nails coup virl a smooth faced hammer - Does no' apply for installation to steel frarring), CAULKING Forbes! results use at, E'lastomenc Joint Sealant corriprong with ASIM C920 Grade NS, Class '25 or higher or a Latex Joint Sea ant complying whir AST M C834. Caulking/Sealant must be applied in acccrdance with the caulking/sealant manufactureCsisrilen instruclions. Note: OSI Quad as well as some other caulking manufacturers do not allow tooling. DO NO f caulk Lori heads when rising Colorr"lus products, refer to the ColorPlus couch -up section CUT EDGE TREATMENT PAINTING Caulk, paint or prime all field cut edges. DO NOT use stain, oiValkyril base paint, or powder coating on Jarres Hardie, Products. Jartles Hardie products James Hardie touch-up kits are required most be sainted within 180 days for primed product and 90 days for unprimed, 100% acrylic topcoats are to touch up ColorPlus prock,CtS. feconrii-nended, Do not painVoihen wet, For application rates refer to caint n-ranufactur, ers specifications, Back rohna is recommended it file siding is sprayed. COLOR PLUS"TECH NOLOGY CAULKING, TOUGH -UP & LAMINATE Care should be taken when handling and cutting James Hardie(R,, GolorPlusg, products. During installation use a wet soft cloth or soft brush to gently wide off any residue or construction dust left on the product, then rinse with a garden hoso- Touch up nicks, scrapes and nail heads using the ColorPlLrs Technology touch up applicator. Touch up should be, used sparingly. if large areas require t0UCh-Up, replace the damaged area with new Harcliel"anel siding with ColorPlus Technology, Larninate sheet must be removed immediately afler ;nstallation of each course. Terminate non -factory cut edges into thou where possible, and caulk. Color matched caulks are available from your Colo,,Plus(, product dealer. Treat all other non -factory Cut edges using the Color Plus Technology edge coalkers, available from your ColorPlus product dealer. Note: James Hardie does not warrant the usage of third party touch -UP or points used as touch -UP on Jarnes Hardie ColorPlus products. Problems with appearance or performance arising from use of third party t0UCh-UP paints or paints used as touch-up that are not James Hardie touch -lip, will not be covered under the James Hardie ColorPlus Limited Finish Warranty. T he follmoing ol thries the recommended applications for ColorPlus and Primed panels, Not all designs will be suitable forIU every application: Exposed fasteners or battens is the recommended application for ColorPILIS panel products Do not use tOUGh-UP over fastener heads fot smooth Colortclus products - prmed panel recornniended For ColorPlus panel applications that require fasteners in the field, d is acceptable to use touch -Lip over fasteners for Cedarmill our, Stucco pane' only, but correct touch-up application is important. Some colors may snow, touch-up when applied over fasteners, Trim is recommended to cover joints when appropriate. PAINTING DAMES HARDIF" SIDING AND TRIM PRODUCTS WITH COLORPLUS" TECHNOLOGY When repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application: Ensure the surface is clean, dry, and free of any dust, dirt, or mildew Repriming is normally not necessary 100% acrylic topcoats are recommended DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardie" Products Apply finish coat in accordance with paint manUfaCtUrers written instructions regarding coverage, application methods, and application temperature R' i"N(13N, in occodaoce vifth ICIC-FS Ro-xn BR-1 844, i'ar"', eJtxie I yeflical azdh, nie"cog, i",30 em L sun be, allemate to toa: sriefcitiA in: the 2006,2009, fig'„ 1 ? Inte" "aticira, Residertall tc, try jm : i Tm, DweflfNQ, diio !hu 2006 2,1109, & 2C,',12 ro,iwirura, Ow veltua.0 v" " aN(, fe"afifizcd 10, C0 of Los Nig0er Robtfo- ', Reix,,r No 24KI-2 Siia,,! FlofrL isti iQ FLOBED CacE Gountv Flonl-.` NG'A NQ, 02 C ,,2, LZ DeiY oHUD Mawials Rdeasc '264 TexjWaulrnn',of r s.. 3 "rWjc; EIC-23 Div ,`ew YG,,r,, MEA 213 -0,1 M aric ice, fmi,i:" ['FA -,a,,, 019 h i eeSnouicais,, Ofe cwsdte l I ! 3:1010'a itoriqat off ,"Ger'n", f V-,", r ol , 1 piomicl for S:.f cfflc apnlicM)ns c D " 201 ' I : r C, i JwiiesHaidie, law Produ-'s Ali ric-ts esee r HoAt and Qk) dencile firadef-nirks (,,! regdefe'l 1moemarks of Aaditlonai Installation Information, Jao-R, s Hwdiele,-,Nfolr2,,y UmiW is a feilistefeal Warranties, ana Warnings arc, available at JamesHardie traderi lar, of Ames Haidie I ecrinology Limited, wwfv,,, amesha,die.com, HS1, 236 - P3/3 611, 3 MIAMI-=DADE iNTIAM'I-DADE COUNTY PRODUCTCONT1101, SECTION 11805 SW 26 Street, Room 208 I)EI'AR'['iNIEN'1'01,'IIE(,tJl.,ATORN'ANJ) ECONO-MIC RESOIJRCES, (RER) Miami, Florida 33175-2,174 BOARD AND CODE AMMINISTRATION DIVISION T (786) 315-2590 F (786) 3 15-2599 NOTICE OF ACCEPTANCE (NOA) wwNv.jiiiaiiiida(ic,_ggv/ecoiiotnv James Hardie Building Product, Inc. 10901 Elm Avenue Fontana, CA 92337 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 Miarni-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 Mianii-Dade County Product Control Section In Miami Dade County) and/or the AHJ (in areas other than Miarni 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 ruallaff, tile 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 Miarni-Dade County Product Control Section that this product or material falls 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. DESCRIP14ON: "Hardie", "Cem" and "Prevail" Planhus and Panels Fiber Cement Siding and Soffit APPRovAl, DOCUMENT: Drawing No. PNL, PLK & SOEF, titled "HardiePanel, ComPanel, Prevail Panel; Hardicl-Ilank, CemPlank Prevail Lap Siding; I-TardieSoffit, CernSofflit Panel; Installation Details Wood/Metal Stud Construction", sheets, I through 12 of 12, dated 04/24/2013, prepared by the manufacturer, signed and sealed by Ronald I. Ogawa, II.E., bearing the Mianii-Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section, MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING. A permanent label with the manufacturer's runne or logo, Plant City, Florida, and the following statements: "ASTM C 11 86Typc A conipliant" and "Miarni-Dade County product Control Approved" is to be located on each siding- plank or panel and per FBC 1710.9,2 and 1710.9.3 on soffit panels. 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 ot-N0A. ADVEIrrISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration data may be displayed in advertising literature, If any portion of tile NOA is displayed, their it shall be done in its entirety, INSPEC'FION; 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. rhis NOA revises NOA H 13-0311.07 and consists of this page I and evidence page E-1, as well as approval document mentioned above, The Submitted documentation was reviewed by Carlos M. Utrei-a, P.E, NOA No. 15-0122.04 QMTAM -DAVE COUNTY m Expiration Date: May 1, 2017 Approval Date: April 9, 2015 57 Pa-c 1 James flardie BuildjRg_E12racts jnc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted under NOA # 13-0311.0711 Drawing No. PNI,, PLK & SOFF, titled "I lardiePanel, CemPanel, Prevail Panel; HardiePlank, CemPlank Prevail Lap Siding; FlardicSoffit, CernSoffit Panel; Installation Details Wood/Metal Stud Construction", sheets I through 12 of 12, dated 04/ 24/2013, prepared by the manufacturer, signed and sealed by Ronald I. Ogawa, RE B. TESTS ",5ubmilted under AIOA # 13-0311.07" 1. Test reports on 1) Uniform Static Air Pressure `lest, Loading per FBC TAS 202-94 2) Cyclic Wind Pressure Loading per PBC,'FAS 203-94 along with marked -up dravongs and installation diagram of HardiePlank, FlardieSoffit and HardicPanel, prepared by Intertek'Festing Services N.A. LTD, Test Report No. 100733361COQ- 004, dated 08/24/2012, with revision I dated 04/25/2013, signed and sealed by Rick Curkeet, P.E. Submitted under AIOA # 02-0729.02" Laboratory Report Test Date Signature 2. ATI-16423-1 PA 202 & 203 03/18/96 A. N. Reeves P.E. 3. ATI 16423-2 PA 202 & 203 03/18/96 A. N, Reeves RE. 4, ATI 16423-3 PA 202 & 203 03/18/96 A. N. Reeves P.E. C. CALCULATiONS 1. None. D. QUALITY ASSURANCE L 1\4iami-Dade Department of Regulatory and Fconomic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None, F. STATEMENTS I" Statement letter of code conformance to the 5"' edition (2014) FBC issued by Ronald 1. Ogawa & Associates, Inc., dated 10/26/2014, signed and sealed by Ronald 1, Ogawa, P.E. Carlos M, Ulmra, P,E. Product Control Examiner NOA No. 15-0122.04 Expiration Date: May 1, 2017 Approval Date: April 9, 2015 m LF-NGTII----1StudSpacingatITO.C. B -*-- i _I WALL -1 TINA, Nails at 16" O.C. (tYP,) 318" Minimum Edge Distance QET84-8 Sheathing fastener, as described in Note I I Panel fastener, as described in Note 2 cwb HardiePanel, Cempanel, oft MAMM "ZW.7 Prevail Panel Siding I% wow rroma %ANWM Water -resistive barrier per Florida Building Code Section t14042 F thick 15 PtY APA rated plywood sheathing fastened in accordance with Florida Building Code Secton 2322.3 SEE DETAIL 5,18- thick 15 ply APA rated Vod sheathing in dance Ath Florida SuRding Code Section 23222 Z X 4'5-P-F Wood Studs HzrdiePanel, Cam, mpanel, Prevail F-arel Siding M7a F vai re r n ng the requirements of the Florida Building Code. PANELDIMENBIPMS Eengt Thickness 4 8,9,101 5116" impact Resistant- Planks installed over 513'thick 15 PlY AjpA rated pjywood sheathing A A E A PR PANE 3 ..... ptarce, the manufacturer'SY4 Florida Building Code. d the pplicable s All Installatio Wocd stu r to. s an He elre,,a g mfill be installed shall be pamn' l' a e die net, Ce 1Florl da ode and the requirements Of this designed by an gin r or act per the N. OA A rated plywood sheathing shall be atached to te studs in Note135/8, tick 15 ply AP accordance vfith Florida Building Code section 2322-3. Thesidingpanelsshallbeinstalledover5/8' thick 15 ply APA rated plywood sheathing suPPOTtej by a minimum of 2X4!'$-P-F v=d studs spaced a ma)(Irnum Of 16" 0-C' INote 2] The siding panel Jaztener shall be a 2' long, 0,223" head diameter. 0.092" shank diameter, corrosion resistant siding riail: the fasteners stog oe spaced at 6" O.C. at pariel edges and intermediate studs; the fasteners shall be cinven through t-.- 5f8' thick / 5 p y APA rated plywood sheathing into wood studs located at IS" O.C. Fastenersshallhaveaminimumedgedistanceof3i8v, and a minimum clearance of 2" from COMM HARDIEPANEL, CEMPANEL, PREVAIL PANEL inLCONSM] RUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 Z' X 4!'S-P-F Wood Studs 'PSCM NO T bewall and soffit frames are to be designed Phone; 56-6300 PNL- PLK-SOFF Fax9O9- 427-0634 - A by the)krchited or Engineer of Record in compliance with the Florida Building Code. Creator. F- Gora-ales SCALE 1z Date: 4r24W 13 SHEET 1 OF 12 Cladding Fastener Spacing per Florida 16,001n, Building Code Section 2322,3 FrarT,n; Sheathing i Fastener Spacing per Florida a *Maio* VM* te fmcids Building Code Section 2322.3 it 110 G A" MODVCTREVL M 417 1 STA 1OF By NOMINAL 2" X 4" S-P-wF WOOD STUDS 16" D.C. FA i ENED FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD AREV41TH:3-112' 16d COMMON NAILS (2 PER TCP AND NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) BOTTO-M CONNECTION) y LOAD ARE 3E LOADS) HE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE VvT7H THE FLORIDA BUILDING CODE 5iaEk1ifkNP ' kNOMINAL5/8" THICK / 5 PLY APA RATED PLYWOOD HARDIEPANEL, CErAPANEL, PREVAIL PANEL SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA L r LICTIO BUILDNG CODE SECTION 232Z3 %4PFINSTALLATIONDETAILS WOOD STUD CONSTRUCTION qLAJZQI M- James Hardie Building Products, Inc. THE PANZL IS FASTENED WITH 2' LONG, 0.223" HEAD 10901 Elm Avenue DIAMETER, C.C9211 SHANK DIAML I ER, CORROSION Fontana, CA 92337 RESISTANT SIDING NAJLS, PLACE NAILS S' C,-- AT I Co Wir3 NOPANELEDGESANDINTERMEDIATESTUDSPhone: 909-356-63CO T A PNL-PLK-SOFFFax909-427-06;34 s1ZE "'C", "'o Crsato-E. Go=nles il SCALE V-G" Oate-4J24/2013 SH---ET 2 OF 12 LENGTH Stud Spacing at 16' O-C' No. STATE E R QZQCT QESlRf el i1QNSEE HardePaneM, CempaneM, & Pfavaili) DETAILA panel Siding materials are nOn2sbestos 518- thick / 5 ply APA rated fiber-C-ernentproducts tested in acccrdanoewith ASTM C1186 Grade It, 1Imo- plywood sheathing fastened to metal studs as described Type A and meeting the requirements of the Flori.' a Building Code. r- inNoteIZWater - resistive Width Length 7hickness Z banier per Florida 4! 8,9,10' 51161 Building Code Section 14042 DESIqN-FRE WRE-FAVNI$ 20ga, 3- 518"X 1-5/8' Installation Design Pressure metal Studs - 104 ps', Metal C- stud UNA-1', ll"' impact Resistant — 7 1LJ1 '\\ HardiePanel, Panel installed over 5/8"thick 15 ply Cempanel, APA rated plywood sheathing Prevail Panel 3/6" Minimum Edge Distance ?Hails at 6" OC. (typ.) Siding QE]-AlIL-A Sheathing fastener, as A— described in Note 11 i* The Fkvida CC& panel fastener, as described in Note 2 HardiePanel& Siding water -resistive barrier per Florida Building Code Section 1404.2 5/8" thick) 5 ply APA rated Plywood sheatning fastened to metal studs as C[esc 4,bed " in Note 1. 20ga, 3-5/8" X 1-518" Metal C-stud The wall and soffit frames are to be designed by the Ar&.,,te&, or Engineer of Record In compliance with the Florida Building Code. RDIEPANEL CEMPANEL QN-QUSYWi PR * EVAIL - PA ' N - EL SIDI - NG IN;TA-!.IAIL All installation shall be done in conformance with this Notice of Acceptance, the manufacturer's installation recommendations, and the applicable sections of the Florida Building Code. Metal studs where Hardie, Panet, Cempanel, Prevail Panel Siding will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.O,A. Note 1] 5/8" thick 15 ply APA rated plywood sheathing shall be attached to metal studs at 6"o-, at panel edges and all intermediate supports using a No.8-1 8, U15" head diameter X 1-1/4' local bugle head screw The siding panels shall be installed over 5/8" thick 15 ply APA rated plywood sheathing supported by a minimum 20ga, Nominal 3-518"X 1-5,1811 Meta! C-sWds spaced a maximum of 16" O'C' Note 2] The siding panel fastener shall be a minirnznn No. 8-18, O315" head diameter X 1-5/8' long* ribbed bugle head screw (* or screw shall have at least 3 mull threads penetrating .metal framing); the fasteners shall be spaced at 61 O.C.at panel edges and intermediate studs; the fasteners shall be driven through the 5/8" thick / 5 ply APA rated plywood sheathing into metal studs located at 16" OC. Fasteners shall have a minirnurn edge distance of $/8' and a mininium clearance of 2" from comers. Phone: 909-3-1 Fax 909- 427 Creator: E. Gonzales James Hardie Building Products, Inc. 10901 Pim Avenue Fontana, CA 923317 Sim1 F SZ IMA 0 VAG 140 RE A' A:' PNL-PLK-SOFF 4241201 3 OP 12 SCALE 1;'2" = T-O' Date: 4124/2013 1 ER&MING NOMINAL 20 GAUGE 3-5/8" X !-5!8" STEEL STUDS IT, O.C. FASTENED vATH 518' WAFER HEAD Sr-RevVS (2 PER TOP Aj\TD BOTTOM CONNECTION) - sc DESIGNED THEW AND SOFFIT FRAMES ARE .0 - BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE qljW-UJN-QNOMINAL 5/8" THICK 15 PLY APA RATED PLYWOOD SHEATHING TO METAL STUDS AT 6'OC AT PANEL EDGES,4JND ALL INTERMEDIATE SUPPORTS USING A Nas-18, 0 . 315" HEAD DIAMETER X I- /4'LONG BUGLE HEAD SCRZ-k)V PjAqqtN-qTHEPANEL IS FASTENED WITH NO. 8-18, 0.316'HEAD DIAt,lETER X 1 -5/8' LONG CORROSION RES18TANT RIBBED BUGLE HEAD SCREW5 (SCREW SHALL HAVt-= AT LEAST 3 FULL THREADS PENETRATING THE METAL FRANIING), pLACF SCRE,,vs 61, O.C. AT PANEL EDGES A ,.,ND!NTERm,,EDIATE STUDS Cladding Framing Sheathing If se 121 Z LOM 0 N F:OR MErAL AND VVOOD STUDS, PROVISIONS FOR DIAPHRAGM AG`TCN AND GRAVrTY NOT PART OF THIS APPRO'VAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOLOADADS) ARE E PRODUCT oESCRIPTIqN. MALL _=N f HardiePlank0Cempianl,S, & Stud Spacing at 16" O.C. L1EiRiL A Prevailg Plank Lap Siding materials re nonasbestos fiber -cement p p a products wit r_-__. L_._ _._-_ ____, Plywoodraed ASTG1186GradeTypeAand $ Sheathing inIf meeting therequirementsofthes ,r sdxrse accordance Florida Building Code. s Florida B,, o $ing Code as rms viA the Fimida a" _ ,. _ f sermon 2322 3 PANELL% A E1;S t ISS i 1, a Length Thickness ate-:esuUVidthNALLj1 HEIGHT; bamer, per Flo, 112a 12 31 t6"' I i rt 7 BuDdirig Code i ' ' Section 1404.2 DESIGN PR SSURE i 2'° X 4" S-P_F installation resign Pressure wood wood Studs 92 psf i------------ '_ _ L_.__._ _ ______________ L_ __-._.__ m '_ _ _ .,,'. LapSiding impact Resistant sr Planks i, led over 5/8" trick 15 ply B = ; Nails at 16" 0,C. '' s i ree> SE_C \ plywood sheathing 4 3f4" Minimum Edge Dis`n: - gig \ 1-9/4" tail X 5116" Arai thick starter strip TA L SIDIN5JJ4STA _71iAN_P _ l- - Sheaihing fastener, as PiA¢_QtE P _ . F' _ S-,F-R _}AFL_ _ the nor laoturer s f— described in Note 1 All ins'ta:lation shall be done in conformance with this Not of A ptanoe, nstallation recommendations, and the applicable sections of the Florida Building Cade. A Woad studs ere I° ardiePlank, Cerrapfank Prevail Lap Siding will be installed shall be designed y an Engineer or Architect per the Florida Building Code and requirements of this N,fl.A. gate 1] 518'" thick 15 ply A rated plywood sheathing shall be attached to the studs it accordance 1 ` Siding fastener, as f g with Florida Building Code Salton ?322m 1 ^ describedinNote20Planksshallbeappliedhc7zol:fal!y commencing from the each p course of the li with al 1- 4/ 4" wide pst RE laps at the top of the plank sect, that the exposure area of each pier"k is 8 19 vertically. a Note The siding fastener shag be a 2-1/2' long, 0.223" head diameter, 9,092" shank diameter, HardiePlank, Cernplank, Prevail Corrosion -resistant siding nail; i ne sidingis ned 8 114" C3.C, vertically and 16" Q.C, horizontally; Lap Siding fasteners are drive into wood surds `,hrough 5/8" thick 15 ply APA raced plywood sheathing, g per ens are placed in the overlapping area apprcX'r^,ateiy 3l4" from the bottom edge of the overlapping tan C Vertical joints anal be placed over s, Water -resistive barrier The planks shall be installed over 5/8" thick / 5 Ply A PA rated plywood sheathing supported by a per Florida Building ninimum of 2"'X4" S-P-F wood studs spa a maxim am of 16" O.C. Fasteners shall have a minimum edge distance o` 318 . Code Section 1404.2 CEhriPLAi IIC, PREVAIL LAP SIDING HARDIEP K, 513!1 itii C i . D(y AAA rated INSTALLATION DETAILS WOOD STUD CONSTRUCTION 1 plywood sheatninq fastened in acoo rdanoe wi+,t Florida James Hardie Building Products, Inc. Building Code Se:" or 1ii901 Elm Avenue 2322.3 ; Fontana, CA 92337 j o o i?s4 n SLZE FSCM NO 2' X 4" S P-F Wood Studs Phone: 90 5 0 1 The wall and soffit frames are to be designed Fax 909-427 34 A P JL-f LK SflFF by the Architect or Engineer of Record in sHe 5 OF 12 , Creator, E. Gonzales soULE Zr2" = V-0" 'Date: 013 compiiarsoe v,th the Florida Building Code, l Fastener Spacing per Florida Buiiding Code Section 2322.3 0,757,n ERAMNQ • NOMINAL Z'X 4" -S-P-F WOOD STUDS 16" O.C. FASTENED WTH 3-1/2' led COMMON NAILS (2 PER TOP AND BOTTOM CONNECTION) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN C-OMPUANCE WITH THE FLORIDA BUILDING CODE HEAT.f:!LNP NOMINAL THICK 15 PLY APA RA7ED PLYWOOD SHEATHING FASTENED IN ACCORDANCE 'AnTH FLORIDA BUILDING CODE SECTION 2322,3 C,LAQaIkQ • FLANKS OVERLAP 1-114' THE E)(POSURE IS:58-1/4" THE PLANKS ARE FACE NAILED WITH 2-1/2' LONG, 0223" HEAD DIAMETER, 0.0-02"SHANK DIAMETER, CORROSION - RESISTANT SIDING NAILS, PLACED 3/4- UP FROM THE BOTTO,1,7,, EDGE OF THE PLANK AT EACH STUD LOCATICt\ Fastener Spacing per Florida ildinq Code Section 2322.3 Cladding jl Framing Sheathing pRaMt" REW%ZD wok ox nod& No. 121 STATE OF Pmdwtcmww 1 NAIL FOR METAL AND WOOD STUDS, PROVISIONS FORD H GM ACTION AND ' <fV LOAD ARE NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc, 10901 F-Im Avenue Fontana, CA 92337 Phone,* 909-3=56--5300 Faxx 90 9-427-0634 PNL-PLK-SOFF rDaW.412412013 6 OF 12Aqrllr)0-13 Stud Spacing at 16" OC. V ALL HEIGHT Y B 3/ 4' Minimum Edge Distance ZETA! L A T" NIG71- i SEE PRODUCTQESC P DETAIL A HardiePlana, Cemplank(E),and W thick I 5,-4y APA PrevailO Plank Lap Siding mateTitals best- ce 7 ------ - ------ plywood are nonasos fibermeat rated sheathing tened products tested in accordance with fas ASTIVI C1186 Grade It, Type A and to'-netal studs as meeting the requirements of the described in Note I Florida Building Code. wi* AV Fkgid* barrier par Fic4ida EIANK j 'Z Sulding Code Width Length Thickness Section 14042 12' 5/161, 20ga, 3-5Ar X 1 -5/8" DESIGN PRESSURE Metal C-stud -- ----- - Fnstallafion Design Pressure RardiePlank, Metal Studs - 92 psf mplank, Prevail I L10- ........ Lap Siding Impact Resistant-- TIC I Planks installed over 518" thick, 5 ply tvp,) it 11Nails at 16" C.C. -114'tall X 5116" th"Ck Starter stip APA rated plywood sheathing RARDIEPLANK CEMPLANK—EREVAIL LAP SIDING INSTALLA11WQE1Ajj--S Wl installation shalt be done in conformance with this Notice cal Acceptance, the manufacturer's installation Sheathing fastener, as recommendations, and the applicable sections of the Florida Building Code. described in Note 1 • Metal studs where HArdiePlank, Cemplank, Prevail Lap Siding will be installed shad be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N,O.A- ENote 115/8" thick / 5 ply APA rated plywood sheathing shall be attached to metal studs at 6"oc at panel Siding fastener, as edges and all intermediate supports using a No,8-18, 0315' head d'arneterx 1-114" long bugle head screw described in Note 2 Planks shall be applied horizontally commencing from the bottom course of the wall with 1-1/4' wide laps at the top of the plank such that the exposure area of each plank is :5 VX'vertically. Note The siding fastener shall be a minimum No. 8-118, 0,315" head diameter X 2-114' long' bugle head Xj screw overmetal studs (*or screw shall have at least 3 full threads oenetatting metal framing); The siding is HardiePlank, fastened ,< 8- 114" O.C. vertically and 16" O.C. horizontally; fasteners are driven into metal studs through 5/8" Cemplank, thick 7 5 ply APA rated plywood sheathing, fasteners are placed in the overlapping area approximately 3/4' Prevail Lap Siding from -1h.e bottom edge of the overlapping plank. Vertic;ai joints shall be placed over studs. The planks shall be installed over 5/8" thick / 5 ply ARA rated plywood sheathing supported by a minimum uater-resistive • barrierperFlorida 20sa, Nominal 3- 5/8" X 1-5/8" Metal C-studs spaced a maximum of 16" O-C. Fasteners shall have a minimum edge distance of 3/8". Building Code Section 1404.2 5/8" th, ick 15 ply APA rated pV,,vood sheathing fastened to metal studs as descrbed in Note 1 20ga, 3- 5/8" X 1-5/8" Metal C-stud The wall and soffit frarnes are to be designed by the Architect or Engineer of Record in compliance with the Florida Building Code. MR aooiMoc 014116,10 NOMINAL 20 GAUGE 3-515" X 1-513" STEEL STUDS 16" O,C. --ASTENEDlvMT`H SIB" LONG RIBBED BUGLE HEAD SCRE',11S (2 PER TOP AND BOTTOM CONNECTION) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLLANCE WITH THE FLORIDA BUILDING CODE NOMINAL 5/8" THICK 15 PLY ApA RAT ED PLYWOOD SHEATHING TO METAL STUDS AT 6' OC AT.PANEL EDGES AND ALL INTERMEDIATE SI-IPPORTS USING A NO.8-18,0.3151' HEAD DIAMETER X I- J14- LONG BUGLE HEAD SCREW ZL7Ap_QLN.p PLANKS OVER '11-114' THE EYPOSLJRE IS!9 8-19' THE PLANKS ARE FASTENEDWITH NO, 8-18, 8,315!' HEAD OL4r)AET5R X 2-1/4' LONG CORROSION - RESISTANT RIBBED BUGLE HEAD SCREWS (SORTIV SHALL HAVE AT LEAST 3 FULL THREADS PENETRATING THE METAL FRAMING), PLACED 3/4" UP FRO[,A THE! BOTTI OM EDGE OF THE PLANK AT EACH ST UD LOCA Ctadding Framing Sheathing 121 TATE OF VVALL iEIGHT WALL LENGTH Stud Spacing at 15" O.C. M SE'z P-P1QQwC1-QE%q9ET—LCLN DETAIL HardieSoffitS) & Cemsoffit& materials are nonasbestos fiber -cement products tested in accordance with ASTM C1 186 Grade 11, Type and meeting the requirements of the —Florida Building Oode. SOFF11 (Nq 2'X 4" S-P-F Width Length Thickness Wood Studs 4' 81 1/4P HardieSoffit, Installation Design Pressure Cemsoffit Wood Studs -70 psf FRODUCI REVISM Nails at 4" 0, C. (typ.)rL4%x)CT REYMM - --Oyi-e -kh dw Fkri& Distance 4* avo0yog vA* fike Fkwi& Buflj* Cb& Ba6ding Co4e A0MpQ-w%,m No 13 -e- 3 1 70/ 1 E proatid Cow'"? off7t fastener, as escribed in Note I HardieSoffit, CemSoffit Minimum 2'X 4" S-P-F Wood Studs ail arThev, id soffit frames are to be designed by te Architect or Engineer of Record in compliance with the Flonda Building Code. 4411# 0 11— - - ---, v 13GA NoAay 4 21 STATE OF SIO IN A- HA-RM3C EjT—CEMS0EElT-?-ANEL INSTALLAIJON DETAILS Ali lnstzilla;ton shall be done in conformance with this Notice cfAA-cceptanoe, the manufacturer's eoij -ilciing Cinstallationrecommendations, and the applicable s ons o, the F1 ioOdaSu ode, Wood studs where HardieSoffit, Cemsoffit `ll be installed Shall be designed by an Engineer or Architect per the Florida Building Code and the requirements ofthats MOA The soffit shall be installed over minimum 2"X4" S-P-F wood studs spaced a maximum of 16'0.C. Note 11 The soffit fastener shall be a 2' long, 0.223" head diameter, 0,092" shank diameter, con osion resistant siding nail; the fasteners shail be spaced at 4" O_C. at panel edges and ntermediate studs; the fasteners shall be driven into wood studs located at 16" Oc Fasteners shall have a minimum edge distance of 3/8"and arnininnum clearance of 2" from comers. Creator, E. Gonzales HARDIESOFFIT, CEMSOFFIT PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION siz=— I ps<", A Pto A james Hardie Building Products, Inc. 0901 Elm Avenue Fomtana, CA 92337 VAC NO PNL- PLJ<-SOFF Date: 41124/2 13 SHEET 9 OF 12 Framing 4,001n.1 QGAPRCbVCTREVISMFRODUCTREI;1SED as =60Y" .......... sstt4izzg C,&& F-*=6m Dice No 121 PnAmo C ZfI- 0. Pllaxvcx Ca w 0 R" ERA-MANG NOMINAL 2" X 4'S-P-F WOOD STUDS 16"O.C. FASTENED WITH 3-1/2' 16d COMMON NAILS (2 PER TOP AND BOTTOM FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE CCNNECTION) NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) THEINALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCNTECT OR ENGINEER OF RECORO IN COMPLIANCE WITH THE FLORIDA BUILDING CODE THE SOFFIT IS FASTENEC VOTH 2- LONG, 0-223" HEAD HARDIESOFFIT, CEIVISOFFIT PANEL DIAMETER, 0.092' SHANK DIAMETEP, CORROSION INSTALLATION DETAILS WOOD STUD CONSTRUCTION RESISTANT SIDING NA3'-,S, PLACE NAILS 4'O.C. AT PANEL EDGES AND INTERMEDIATE STUDS James Hardie Building Products, Inc. 10901 Elm Avenue 5ontar CA 92337 S NOPhone: 90la-355-f)300 SIZE FSCM NO VAG Fax S09-427-0634 A PNL-PLK-SOFF creat-"- %GonzaJes, SCALE V=11 -0Date: 4t24=13 SHE:-:T 110 OF 12 IVALLLENGTIH SEE Stud Spacing at 14 61 J.G. DETAILA HALL 1 EIGHT' i B 318" Minimum E&QDUCT D _ CRIPl tQN ardieSoffitT & Cems0fflM materlals are nonasbesl:cis fiber -cement products tested in accordance with ASTM C 1186 Grade 11, Type A and meeting the requirements of the Florida Building Code. 7 1 A:lQEFJDLqtM20ga, 3-5/6" X 1-518" Width etas C-stud Length Thickness M HardieSoffit, DESIGN PRESS Cemsoffit installation Design Pressure Metal Studs OGqLl 07 MCMCTREVISM Nails at 6' Q.C. (typ) MODUCr UVWM rz camoy-iW with dw FkXida gs "fflorW vn* dw Fkwj& awldM CD& ge Distance ago&* CO& AC=VtMWV No 121 TI 87ATE OFly C pro&d C01*01 R11D JA PiA 0 All ristailation shall be done in conformance with this Notice of A p Y*acturer's in nation recommendations, and the applicable sections of the Florida Building Code. Soft fastener, as . Metal studs where HardieSoffit, Cemsoffit will be installed shall be designed by an Engineer or in Note I Architect per the Florida Building Code and the requirements of tNs N-OA 0 The soffit shall be installed over minimum 20ga, Nominal 3-5/8" X 1-518" Metas r--studs spaced a T",ax:rnum of 16" Q.C. HardieSoffit, Cemsoffit . LNote 11 The soffit fastener shall be a minimum No. 8-18, 0.315" head diarne!er X 1-1 /4' long ribbed bugle head screw (*or screw shall have at least 3 full threads penetrating metal freming);thefasteners shall be spaced at 6" O.C. at panel edges and Inter mediate studs; the fasteners shall be driven into metal studs located at 16" C.C- Fasteners shall have a minimum edge distance of 13/8" and a minimum clearance of 2" from COne:S- HHARDIESOFFIT, CEM SOFFIT PANEL NSTALLATION DETAILS ETALSTUD CONSTRUCTION 20ga, :3-5/ 8" X 1-5/8" Metal I C-stiAIne wall and soffit narn es are to be designed by the Architec' or Engineer of Record in compliance vAth the Florida Building Code. James Hardie Building Products, Inc, 10901 Elm Avenue Fontana, CA 92337 SIZF I FSCM P40 A SCALE 1/ 2" = 1'-T D'A* NC PI-EV PNL-PLK-SOFF 1 1 Date: 424MI3 SKeET I I OFF 12 , 1= 6.00in. pReDfiCT REVISED 4 2A FLOP,' Ri NOMINAL 20 GAUGE 3-5/8" X 1-5/8" STEEL STUDS 16" O,C, ND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD AREFASTENEDWITH -4/8"WAFER HEAD SCREINS (2 PER TOP FOR METAL A AND BOTTOM CONNECTION) NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) THEWALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITEC T OR ENGINEER OF RECORD IN COMPLIANCE WITH TriE FLORIDA BUILDING CODE HARDIESOFFIT, CEMSOFFiT PANEL THE SOFFIT IS FASTENED V%1TH NO, 8-18,0,315" HEAD INSTALLATION DETAILS METALS D CONSTRUCTION DIAMETER X 11-1/4 ° L8NG CORROSION RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 James Hardie Building Products, Ina FULL THREADS PENETRA71NG T HEMETAL FRAMING), PLACE 10901 Elm Avenue SCREWS 6'0.C, AT PANEL EDGES AND INTERMEDIATE Fontana, CA 92337 ST 1JDS UAG NO PNL- PLK-SOFF Date. 412412013 1SHEET 12 OF 12 Florida Buildin- Code Online Page I of'2 BCTS Hot— '.g In U— R,,gc;h-aUor Her rop— Submit Su,,ha,g,, st"ts & Fact, Publications IBC Sta ff BCIS Site Map Links Search itProduct Approvaldb"' USER: Pt,bhc Userpr h-- L!_iSt = Applicati— D.tad M", AL # FL12194-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Aluminum Coils, Inc, Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-974 3 grahman@alumir)umcoilsinc.com Authorized Signature Gareth Rahman grahnian@al(jniinun)coilsinc.coni Technical Representative Paul Frost Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9742 PFrost@aluty)inLit-ncoilsinc.coi-n Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hatdcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report Florida License PE-74021 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 06/19/2020 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence 2 4 4 F Q:j 14 Referenced Standard and Year (of Standard) 514DAff-d AAMA 1402 1986 Equivalence of product Standards Certified By Sections from the Code http:/"/www.floridabuilding.or(),t'pr/'pr app dtl.aspx?param=wGEVXQxNtDquk24AtJC%2fL-... 6/18/2017 Florida Building, Code Online Note 2 ol'2 Product Approval Method Method I Option D Date Submitted 08/27/2015 Date Validated 081/28/2015 Date Pending FBC Approval 09/04/2015 Date Approved 10/16/2015 Date Revised 04/05/2017 Summary of Products FL Af I Model, Number or Name 12194.1 1 Alurnunurn Coils Aluminum Soffit Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +80/-90 Other; See Evaluation Report for limits of use. Description Aluminum soffit panels Installation Instructions Verified By: Zachary R. Priest PE-74021 Created by Independent Third Party: Yes Evaluation Reports R?C', zala L4 Created by Independent Third Party: Yes L1111-211i Hi Contsca Us :, 2,l ' 99 V 4LLJV4 The State, of Floridaca is an AA/EEO employer. FI EEIYD_c, v-s' :: At, Wide, Florida la., ah,ad addro ... .,,, sa,bh, records. If y.. do not want your e-mail address released, in response to a public -records reci do not send el ectronic road to this -irty, Instead, contact the office by im-a or by bad,th.n.1 marl. It you have any questions, please contact 850.487.1395, -Pursuant to Section 455.2 /5(l), Honda Statutes, effective 0i,robe, 1, 2012, licensees licensed under Chapter 455, F,S, must provide the Department with an email address if they ImThe, eods provided may blased seA totofficial common icahsai ,it, the licensee. e, a-shl addresses are publico- i-cl. If you do bot —1, is supply a rso at address, pleaor, provide the Department with an email address which can be made available to the pubk, To debommo, if you are a ka-ae .,,do, Cipallo, 455, F,S,, pla.,c click here . Product Approval Accepts: qr- I 14 Eil 0 Credit Card Safe littp::" lwwNA,. floridabuildin&).oi-gli"prl'pr—app_dtl.aspx?param=wGEVXQNN,tDquk.'4AUC%2fl'-'.,, 6/8/21017 CREEK TECHNICAL SERVICES, LLC EVALUATION REPORT Manufacturer: Manufacturing: Quality Assurance. SCOPE Category: Subcategory: Code Sections: Properties: REFERENCES ALUMINUM COILS, INC. 5001 West Knox Street Tampa, FL 33634 813) 249-9743 www.alLimint,imcoilsinc.com Tampa, FL Certificate of Authorization No. 29824 PRI Construction Materials Technologies (QUA91 10) Panel Walls Soffits 1404.51, 1710.9A Wind Resistance 17520 Edinburgh Dr Tampa, FL 33647 813) 480-3421 MEEMM Issued August 27, 2015 Entity Report No Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1 402 1986 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 1986 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 1986 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 1986 Lim-ITATIONS --- -- --------- - - - -------- - -- ---- 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1710,9A. 3. Soffits shall be labeled in accordance with FBC Section 1710.9,2 and 1710,9.3, 4, Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2, 6, Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. T All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3 . Nlmmwm l 3/8" F-Channel Preformed nominal 0,016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings, 3/8" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings, Fascia Preformed nominal 0.0 1 9-inch thick, 3105 H- 14 aluminum fascia. See Appendix D for dimension drawings, ALC15001 FL12194-R3 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3, The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. A ALUMlNU CJILS, INCCREEKSoffits TECHNICAL SERVICES. End. PRODUCT DESCRIPTION 16" Q4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit panels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in`/lin.ft for the `full vent' configuration and 11.1 in2/Iin.ft and for the `center vent' configuration. See Appendix D for dimension drawings. 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit Panels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent` configuration and 4.2 in21,in.ft for the 'center vent' configuration. See Appendix D for dimension drawings. ALC1 a001 FL12194-R3 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation. recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code 5th Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. Vjjjll lilt,, R 2015.08.27N No 74021 07.-05-.00 STATE - 04'00' 5TA 0 F 441 0 R Zachary R. Priest, P.E. 4Florida Registration No. 74021 0N A 1111111101% Organization No. ANE9641 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any cornpany manufacturing or distributing products under this evaluation, CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products tinder this evaluation, Zachary R. Priest, F.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 1) APPENDIX A — Approved Systems (7 pages) 2) APPENDIX B— Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001 FL12194-R3 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK 19M TECHNICAL SERVICEs. LLC ALUMINUM COILS, INC Soffits The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.51 margin of safety per FBC Section 1710.9.4. 2, Refer to LimITATIONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No, 2 SPF (S.G. = 0,42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTIM C 90, Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project, 7. Typical fastening details are as follows: a. 12" T4 Soffit - 12-inch o.c. Fastener Fastener Location Location b. 12" T4 Soffit - 4-inch o.c. Fastener Fastener Fastener Fastener Location Location Location Location C. 16" 04 Soffit - 16-inch o.c. Fastener Location Fastener Location ALC15001 FL12194-R3 Page 1 of 7 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3, The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LL.0 d, 16" 04 Soffit — 8-inch o.c. Fastener Fastener Location ALUMINUM COILS, INC Soffits MEM38M Wall Connection Eave Connection System Panel MDP No. Width Psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment 167 One (1) min, 3/8-inch head dia. nail, One (1) min. 318 x 3/8-inch One (1) min. 1 3/4-inch To—ngx 12F-1 Max Wood min. 1.25-inch embedment spaced Wood crown staple spaced 16-inch 0.072-inch dia. x min. 3/16- 40.O nh 24-inch o.c. o.c' inch head dia. trim nail spaced 36-inch o.c. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 114-inch One (1) min. I 3/4-inch long x 12F-2 Max, Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. 0.072-inch dia. x min. 1/4-inch 48 16-inch spaced 24-inch o.c. and securing each panel lap head dia. trip nail spaced 48- 64.2 inch o.c. One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F-3 Max" Masonry One (1) 14 ga, 5/8-inch long T nail Wd oocrown tale d 8-inch a staplespacec0.072- inch dia. x min, 1/4-inch 48 16-inch spaced 8-inch o.c. and securing each panel lap head dia, trip nail spaced 48- 64.2 inch ALC 15001 FL12194-R3 Page 2 of 7 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3, The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein, r IeAl CREEK TECHNICAI- SERVICES, L.L. Approved Systems for 12-inch overhang with J-Channel ALUMINUM COILS, INC Soffits Appendix A_ Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4- One (1) min, #8 x 1/2-inch inch x 1/4-inch crown One (1) min 3/4-inch x One (1) min. 1 3/4-inch long x 12J-1 Max o Wood long x 3/8-inch head diameterstaplesindiamond Wood 1/4-inch crown staple 0,072-inch dia. x min. lid -inch 48 16-inch pattern spaced 24- screw spaced 16-inch o.c. spaced 8-inch o.c.+ head dia. trip nail spaced 48- 64,2 connecting soffit to J-channel I Iincho.c. I inch o.c. Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-1 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staples spaced max. 0.072-inch diameter finishing nail with min. 3/16- 513 12-inch spaced max. 8-inch o.c. 4-inch o.c. and securing each inch head spaced panel lap 12-inch o.c. One (1) 18 ga, 1/4-inch crown x One (1) min. 1.75-inch x Max, Three (3) 18 ga. I Y4-jnch crown x 1- 1-inch leg staples spaced max. 0.072-inch diameter 16F-2 12-inch wood inch leg staples in diamond pattern Wood 4-inch o.c. and securing each finishing nail with min. 3/16- 53,3 spaced 16-inch o.c. panel lap inch head spaced 12-inch o.c. One (1) 3/8-inchhead dia. nail, min, One (1) min 3/8-inch x 3/8-inch One (1) min. 1 3/4-inch long 16F-3 Max. 16-inch Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch x 0.072 inch dia. x min, 3/16-inch head dia. trim nail 1:25.6 inch o.c. o.c. spaced 36-inch o.c. Three (3) min. 314-inch x 1/4-inch One (1) min. 1 3/4-inch long 16F-4 Max, Wood crown staples in diamond pattern Wood One (1) min 3/4-inch x 1/4-inch x 0.072-inch dia. x min. 114- 27 16-inch spaced 24-inch o,c, crown staple spaced 8-inch o-c, inch head dia. trip nail 36A spaced 48-inch o.c. ALC15021 ___ --- — - ----- FL12194-R3 Page 3 of 7 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid- This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK ALUMINUM COILS, INC Soffits TECHNICAL SERVICES. LLC Appendix A Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1 .75-inch x Max, 16F-5 Masonry One (1) 14 ga. 5/8-inch long T nail 1-inch leg staples spaced 4- Wood 0.072-inch diameter finishing nail with min, 3/16- t43.3 16-inch spaced 8-inch o.c. inch o.c, and securing each inch head spaced panel lap 16-inch o.c, One (1) 18 ga, 1/4-inch crown x One (1) min. 1,75-inch x Max, Three (3) 18 ga. 1/4-inch crown x 1- 1 -inch leg staples spaced 4- 0.072-inch diameter 16F-6 16-inch Wood inch leg staples in diamond pattern Wood inch o.c. and securing each finishing nail with min. 3/16- t433 spaced 16-inch o.c. panel lap inch head spaced I 16-inch o.c, I I== ]VALVIHMUM System Panel Wall Connection Eave Connection MAP No Width psf) Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4-inch x 1/4-inch One (1) min. 1 314-inch 16J-1 Max, Wood crown staples in diamond pattern Wood One (1) min 3/4-inch x 1/4-inch long x 0.072-inch dia. x 23.5 16-inch spaced 24-inch o.c. crown staple spaced 8-inch o.c. min. 1/4-inch head dia, trip 31A nail spaced 48-inch o.c. AL015001 FL12194-R3 Page 4 of 7 This evaluation report is provided for State of Florida product approval under Rule 61 G20-1 The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 7 ALUMINUM COILS, INCCREEKSoffits TECHNICAL SERVIcEs, LLC Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch Nominal 1x2 crown x 1 -inch leg No.2 SYP staples spaced Three (13) 18 ga,1/4- anchored to 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one each panel lap inch crown x 1-inch 0.072-inch diameter 24F-1 12-inch Wood leg staples in 1) min. 2.25- Wood leg staples spaced 8- finishing nail with min. 801-90 diamond pattern each x 7d ring One (1) min. 1,75-inch inch o.c. 3/16-inch head spaced spaced 16-inch o.c. shank nail x 0,072-inch diameter 12-inch o.c. nch o.c. finishing nail with min, 3/16-inch head spaced 4-inch o.c, One (1) 18 ga. 1 /4-inch crown x 1 -inch leg Nominal 1x2 staples spaced One (1) min. 1.5- No.2 SYP 12-inch oo. securing One (1) 18 go. 1/4- One (1) min, 1,75-inch x Max. inch x 11 go. anchored to each panel lap inch crown x 1-inch 0 072-inch diameter 80/ 24F-2 12-inch Wood smooth shank rafter with one Wood leg staples spaced 8- finishing nailwith min. 76.6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1-75-inch inch o,c. 3/ 16-inch head spaced 16- inch o.c. inch ring shank, x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min, 3/ 16-inch head spaced 4- inch o.c. One ( 1) 18 ga.114-inch crown x 1-inch leg Nominal 1x2 staples spaced No. 2 SYP 12-inch o.c. securing One (1) 18 g& 1114- One ( 1) min. 1 . 75-inch x Max. One (1) 14 ga, 5/8- anchored to each panel lap inch crown x 1-inch 0 072-inch diameter 801 24F- 3 12- inch Masonry inch long T nail rafter with one Wood leg staples spaced 8- finishing nail with min, 7&6 spaced 8-inch o.c. 1) 7d x 2.25- One (1) min, 1.75-inch inch o.c, 3/ 16-inch head spaced inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min, 3/ 16-inch head spaced ALC15001 FL12194-R3 Page 5 of 7 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. mw ALUMINUM COILS, INCCREEKSoffits TECHNICAL SERVICEs. LLC Appendix A_ Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width Psf) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch Nominal 1x2 crown x 1 -inch leg No.2 SYP staples spaced Three (3) 18 ga. 1/4- anchored to 12-inch o.c. securing One (1) 18 ga. 114- One (I)min. 1,75-inchx Max' inch crown x 1-inch rafter with one each panel lap inch crown x 1-inch 0.072-inch diameter 24F-4 inch Wood leg staples in 1) min. 2.25- Wood leg staples spaced 8- finishing nail with min. 80/-60 diamond pattern inch x 7d ring One (1) min 1.75-inch inch o.c. and securing 3/16-inch head spaced spaced 16-inch o.c, shank nail X 0.072-inch diameter each panel lap 16-inch o-r_ 24-inch o,c. finishing nail with min. 3116-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1 -inch leg Nominal 1x2 staples spaced One (1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min, 1,75-inch x Max inch x 11 ga. anchored to each panel lap inch crown x 1 -inch 0.072-inch diameter 24F-5 16-inch Wood smooth shank rafter with one wood leg staples spaced 8- finishing nail with min. 80/-60 roofing nail spaced 1) 7d x 2.25- One (1) min. 1 .75-inch inch o.c. and securing 3/16-inch head spaced 16-inch o.c. inch ring shank x 0,072-inch diameter each panel lap 16-inch o.c. nail 24-inch o.c. finishing nail oAth min. 3116-inch head spaced 4-inch o,c. One (1) 18 ga. 1/4-jrch crown x 1 -inch leg Nominal 1x2 staples spaced No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min, 1.75-inch x Max One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 24F-6 16-inch Masonry inch long T nail rafter with one Wood leg staples spaced 8- finishing nail with min. 80/-60 spaced 8-inch o.c. 1) 7d x 2.25- One (1) min, 1 35-inch inch o.c. and securing 3/16-inch head spaced inch ring shank x 0.072-inch diameter each panel lap 16-inch o.c. nail 24-inch o.c, finishing nail with min. 3/16-inch head spaced ALCI-5001 FL12194-R3 Page 6 of 7 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid, This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Approved Systems for 24-inch overhangwithJ-Channel ALUMINUM COILS, INC Soffits Appendix A_ Wall Connection Center Connection Eave Connection System Panel MDP No. Width Psf) Batten J- Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with one (1) One ( 1) 18 ga. 1/4-inch Nominal 1x2 min. 2.25-inch x 7d ringshank nail crown x 1-inch leg No.2 SYP anchored to Three (3) 18 ga, 1/ 4-inch crown straight -nailed through the rafter into the end staples spaced 12-inch a c securing One (1) 18 ga. I/, - One (1) min. 1.75-inch Max, rafter with one x 1 -inch leg of the batten or two (2) each panel lap inch crown x 1-in,-h x 0. 072-inch diameter 24J-1 12-inch ( 1) min. 2,25- staples in diamond rim. 2.25-inch. x 7d Wood leg staples spaced finishing nail with min. t60 inch x 7d ring pattern spaced 16- ring shank nails toe- One (1) min. I 75-inch x 0. 072-inch diameter 8-inch O.C. 3/16- inch head spaced 12-inch o.c. shank nail inch o.c. nailed on either side of finishing nail with min, 24-inch o.c. the batten at each battenfrafter 3/ 16- inch head spaced intersection. Max. 44nch o. c. rafter spacing is 24-inch o.c. Nominal 1x2 No.2 SYP scabbed between rafters with one (1) One (1) 18 ga.1/4-inch Nominal 1x2 min, 2.25-inch x 7d crown x 1-inch leg No,2 SYP Three (3) 18 ring shank nail st'.ight- nailed through staples spaced One (1) 18 ga. One (1) min. 1.75-inch anchored to go, 1/4-inch crown the rafter into the end 12-inch o-c. securing each panel lap inch crown x 1 -inch x 0. 072-inch diameter 24J-2 Max. rafter with one x 1-inch leg of the batten or two (2) Wood leg staples spaced finishing nail with min. t513 16-inch ( 1) min. 2.25- staples in diamond min. 2.25-inch x 7d One (1) min. 1.75-inch 8-inch O.C. and 3/16-inch head spaced inch x 7d ring pattern spaced 16- ring shank nails we- x 0.072-inch diameter securing each panel 16-inch o.c- shank nail inch o.c. nailed an either side of finishing nail with min. lap 24-inch o.c, the batten at each batten/rafter 3/16- inch head spaced intersection. Max. 4-inch o.c, rafter spacing is 24-inch o.c. FL12194-R3 Page 7 of 7 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ALUMINUM COILS, INCCREEKSoffits TECHNICAL SERVICEs, LLC Appendix B INSTALLATION Note - Refer ''tothe APPRovED SysTEms section of this report for additional installation details of a selected system and maximum design pressures limitations, ALC 15001 FL12194-R3 Page 1 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for Which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 1411 CREEK TECHNICAL SERVICES, LLC No. I Installation Detail F' CW4NEL CAN BE: INSTALLED WITH THE NAILING FLANGE UP 019 DOWN 1-3/4- TRIM NAIL] PAJNTED S.S. 48' O'C' ALUMINUM COILS, INC Soffits OPEN RAFTER STAPLE3 SOFFIT STAPLE DIAMOND PATTERN j 1-1 I BEEN, 11 FACIA BOARD go 3/4- X 1/4- CROWN STAPLE 'a' ON CENTER SOFFIT-'Ylax, 1/1-1ninan 112HEIROME SOFFIT & FASCIA DETAIL ALC15001 FL12194-R3 Page 2 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid, This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein, CREEK VAM TECHNICAL SERVIcEs, LLC System No. I Installation Detail 911ABLEMM 3/4- X 1/4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN J —CHANNEL 1-3/4- TRIM NAIL Cl-wed to *c'fflt wach oneklRe x PAJNTED && 48" Sit" , 111 8' head O.C. Crew" SOFFIT— xax, 12-incil Span ALUMINUM COILS, INC Soffits STAKES SOFFIT STAPLE AIL FACIA BOARD 2L STAPLES ASCIA CAP 3/ 4- X 1/4- CROWN STAPLE ' 5' ON CENTER 1-3/4' TRN "L PAINTED S.S. MEM WMACERTUA aOFFIT & FASCIA aETAIL FL12194- R3 Page 3 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. S, INCALUMINUMCOILCREEKSoffits TECHNICAL SERVICE . LLC Appendix B ALCI5001 FL121-94-R3----- Page 4 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. S, INCALUMINUMCOILCREEKSoffits TECHNICAI- SERVIr-Es. LLC Appendix B ALC15001 FL12194-R3 Page 5 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Q- CREEK TECtiNICA1- SERVICCES, LLC WM No, I Installation Detail F* CHANNEL CAN BE INSTALLED WITH THE UNG FLANGE UP OR 0OWN 1-3/4- TRIM NAIJ PAINTED S,S, 48' O'C' ALUMINUM COILS, INC Soffits Wsro-M SOFFITSTAPLE OPEN RAFTER SWUS DIAMOND PATTQRN QETA' L KTVEEN I FACIA BOARD Im 3/ 4- X 1/4- CROWN STAPLE ' 8' ON CENTER SOFFIT- tr Ix 16 ' Icil sil`Ir! 0210999M SOFFIT -& FASCIA Q - ETA I L ALC15001 FL12194-R3 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-1 The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, L.L. No. I Installation Detail 0 S1 0SWG A 01 PATTERN; RE1 16F-2 & SOFFIT ! 16F-6 DIAMOND PA F' CHAN W( sussrRs NIMEMM FASCIA CAP; AEFFA TO SOFFIT & FASCIA DETAIL SOFFIT; MAX. 16- SPAIN I J- I PA ALUMINUM COILS, INC Soffits Appendix B FASCIA BOARD FASCIA CAP I'q- CROWN STAPLE SOFFIT & FASCIA DETAIL r A'L-C 15001 FL12194-R3 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. t'CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail 3/4' X 1/4' CROWN STAPLE '24' ON CENTER USING A DIAMOND PATTERN RNEMMMM 1-3/4' TRIM NAJL-J PAINTED S.S. 48' O.0 1;0FPrT—rn3X' 16-42;ch sz p'an ALUMINUM COILS, INC Soffits U1713MM SOFFIT STAPLI: FACA OWD ETA,! L STAPLES FASCIA CAP 3/4" X 1/4' CROWN FACIA BOARD STAPLE '8' ON CENTER 1-3/4* TRIM NAIL PAINTED S.S. — FASCIA CAP 3/4 X 1/4- CRO STAPLE a,DFF1'T-&-FA5QIA a ITAIL ALC15001 FL12194-R3 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid, This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. A CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail 0 WOOD SUBS ALUMINUM COILS, INC Soffits Appendix B I TR&4 NAk FASCIA BOARD i FASCIA CAP SOFFIT- 1 1, C-A 1"4' CROWN STAPLE BOARD SOFFIT 8, FASCIA DETAIL CAP, REFER FIT A FASCIA 4.1 SOFFIT STAPLE DIAMOND PATTERN ALC15001 FL12194-R3 Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. IE CREEK I TECHNICAL SERVICES, LLC System No, I Installation Detail 11- SMOOTH SHA ROOF 4M FASCIA BOARD FASCIA CAP, REFER TO SOFFIT & FASCIA DETAIL mcm WOOD 5jj85TRA 9 ALUMINUM COILS, INC Soffits Appendix B SOFFIT & FASCIA DETAIL HEZZIEM ALC15001 FL12194-R3 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration to,, which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein, CREEK o TECHNICAL SERVICES, LLC SystemNo.I Installation Detail M W9ZKW maffl= ALUMINUM COILS, INC Soffits Appendix B I I- TRIM NAfL PA94TED S FASCIA W soffn J' CROWN STAPLE BOARD SOFFIT S, FASCIA DETAIL IAP; REFER FIT & FASCIA ALC 15001 FL12194-R3 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3, The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No, I Installation Detail 1-)4. (Rown STAPLES OSiNG A (PAMOND PATTERN, KEEP TO SOFINT STAPLE WAMOND PATTERN GETAk 7R M NAII 24J-1 & 24J-2 1' 2 S' P batlns han MW st'a'g "t akd It"'D.gh t4e r tlw mlo ibe —1 400C SUBSTRATE — tre 7'J mg 3ha'k t wl' 0, wbel vde Of batl'—' RI tlE 1 J- T PAI CANTILEVERED RAFTER FASCIA BOARD ii CROWN STAPLE i. FASCIA CAP, REFER 0 SOFFIT Ir FASIiA CETAA, SOFFIT, MAX. 74' ALUMINUM COILS, INC Soffits Appendix B SOFFIT & FASCIA DETAIL SOFFIT STAPLE DIAMOND PATTERN BOARD CAP AL'C15001 FL12194-R3 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ERWITAM-09M ALUMINUM COILS, INC Soffits EME33M The following tables provide design wind loads for components and cladding in accordance with Section 1609.1 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category 1, 11, 111, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 1 Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 60-ft, 4. All calculations are based on an effective wind area of 1 O_ft2 or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis, Wind directionality factor, Kd = 0.85 7, V,,It is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1610.9.4 of the FBC. 8, Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional, 9, Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3-ft. ALC 15001 FL12194-R3 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK ALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC Appendix C_ Design Wind Pressures for Soffits in Exposure B Buildin g Mean Basic Wind Speed fm h Zone Roof Type Int 1 2204 130 140 150 160 170 180 190 200 20 16,9 198 1 -22.9 26.3 30,0 33.8 -37.9 42-2 46-8 25 16.9 19,8 22,9 26.3 30,0 318 37,9 42.2 46.8 1 30 16.9 19.8 22.9 26,3 30.0 33,8 37.9 42.2 46.8 4 40 183 21 .5 i -24.9-- 28.6 32.5 36,7 41,2 45-9 50.8 50 19.5 22.9 26,5 30.5 34.7 391 43,9 48.9 54A Enclosed 60 20.5 j 24.0 27.8 32.0 36.4 411 46.0 513 56.8 Negative Loads) 20- 20.8 24.4 283 3Z5 3TO 41,7 46.8 52A 57.8 25 20.8 24A 283 32,5 37.0 413 46,8 52.1 57,8 30 20.8 24.4 1 -28.3 32.5 37,0 413 46,8 52.1 57.8 40 22.6 26.5 307 353 40.1 45,3 50,8 56.6 62.7 50 241 32,8 37.6 42,8 483 54,1 60.3 66,8 60 253 2&2 29.6 34A 39.5 44,9 507 56.8 633 70.1 20 10,8 12.7 14,7 16,9 19.2 21.7 24,3 27.1 30.0 25 10.$ 12.7 14,7 16.9 19,2 21.7 24.3 27,1 30,0 30 1U 12,7 14 7 16,9 19.2 21.7 24.3 27.1 30.0 4 40 11.7 13.8 16.0 18.3 2&8 23.5 26.4 29A 32.5 50 01 2- 1 6 14-7 17.0 19.5 22.2 251 28.1 31.3 34,7 Enclosed 6 13.1 15A 17.8 20 5 23.3 263 295 32-9 36A Positive Loads) 20 10,8 12,7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 1, 14,7 16,9 19,2 21.7 24.3 27.1 30.0 30 10.8 12.7 1 14.7 16.9 19.2 21.7 24,3 271 30.0 5 40 11.7 13.8 1 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 141 17.0 19.5 22.2 251 281 31,3 34,7 60 13,1 15,4 17.8 20.5 233 1 26.3 29,5 32.9 36.4 ALC15001 FL12194-R3 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein, ALUMINUM COILS, INCCREEKSoffits TECHNICAI- SERVICES, L.L. Appendix C Design Wind Pressures for Soffits in i ean Basic- Wind S ed hn h Building Zone Roof Type 12:0 130 140 150150 1160 170 180 190 200 20 21 .7 25,4 29,5 33.8 38.5 43.5 48.7 54.3 60,2 25 2216 2&6 30-8 335A 40,20 4454 50,950, 9 56.7 62.8 30 23.6 1 27.7 32A 36.9 41 .9 473 53A 59.1 65-5 4 40 25.0 29-4 34.14-- ---- 39A 44,5 50,2 56.3 62.7 69.5 50 262 1 I- 308 35.7 41.0 46.6 52,6 5M 65,8 72 9, Enclosed 60 r7 37,0 42.5 48.3 54.6 61,2 68,2 75.5 Negabve 760.2753.7 7743 --767,0Loads) 20 26.7 3174 36A 41.8 47.5 25 27.9 32,8 j -38,0 416 49.6 56,0 62,8 70.0 77.6 30 29,1 34,2 51,8 58.4 65.5 73.0 80.9 5 40 30.9 363 4211 48.3 54-9 62,0 69.5 77.5 85.8 50 32A 38.0 44.1 50,6 57.6 65.0 72.9 812 89,9 60 33.6 i 39A 45.7 52,5 59.7 67A 75.5 842 93,2 20 119 16.3 18.9 213 24.7 27.9 31.2 34.8 38,5 25 14 5 17 O 19 7 22 6 25 8 29.1 32.6 36.3 40.3 4 30 15-A 17.7 2M 216 26.9 30.3 34,0 37,9 42.0 40 16.0 18.8 21.8 25,1 28.5 32.2 36,1 40.2 44,5 50 8 1 9 7 22.9 26,3 29.9 317 37.8 42.1 7 Enclosed 60 1 17A 20.5 23.7 27,2 31.0 35-0 39.2 417 48.4 Positive Loads) 20 119 16.3 1&9 217 247 27,9 31.2 143,7 34.8 38.5 2-5 14 5 0 197 2Z6 25,8 29.1 32,6 36.3 40.3 30 15.1 17.7 20-6 23,6 26.9 30,3 34.0 37.9 4ZOM48A5 40 16.0 1&8 21.8 25,1 2&5 32.2 361 40.2 44.5 50 16.8 19.7 229 263 29.9 317 37.8 42.1 46.7 L L60LLJ 17A 2; 2 3 7 2 31.0 35.0 3929 ALC 15001 FL12194-R3 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK ALUMINUM COILS, INC Soffits TECHNICAL SERVICEs, LLB Appendix C D Mean Basic Wind Speed mph) Building Zone Roof Type htft 120 130 140 150 160 170 8- 180 190 200 20 26.0 30.5 35A 40 6 46.2 52,2 75 5 65.2 72,2 25 27.0 31.6 36.7 421 47.9 54,1 60.6 67,6 74,9 4 30 27.9 32.8 3&0 j -43,6 49,6 56.0 62,8 70.0 77.5 40 29A 3-4.5 40.0 45.9 52.2 58,9 66,1 716 81.6 50 30.6 359 41 6 4T8 543 61,3 68.8 76.6 84.9 Enclosed 60 31 5 Z. 49,3 56,1 63,3 70.9 79,0 87.6 Negative 7- 7570Loads) 20 32-1 37.7 43.7 50A 644 72 2 zi- 80, 89A 25 33.3 39 ' 1 453 52,0- 592 74.9 83A 92A 30 34.5 40A 46.9 53.8 613 69.2 77,5 86A 95,7 5 40 36,2 42.5 49.3 56.6 64A 72,7 81 .5 90.9 100.7 50 37.7 44.3 51.4 58,9 67.1 75.7 84,9 94.15 104,8 60 38.9 45.7 j 510 60.8 69,2 78,1 87,6 97,6 108.1 20 16.7 19.5 22.7 26,0 29.6 33.4 37.5 413 46.3 i4 2517.3 203 23.5 2TO 30,7 34,7 3&9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 493 4 40 18.8 22A 25,6 29.4 314 37.8 42.3 47.2 52.2 50 19.6 23,0 26,7 30,6 34.8 39.3 44.1 49.1 54.4 Enclosed 60 20.2 2 17 T 27.5 31 6 35 9 40,5 45 4 56,1 Positive 50, 6-- Loads) 20 16.7 1 9.5 i 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 203 23.5 27.0 30.7 34,7 38,9 43,3 48,0 30 17,9 21.0 j 243 27.9 31,8 35.9 40 .2 44.8 49.7 5 40 18.8 221 25.6 29,4 33.4 37.8 423 47.2 52.2 50 19.6 23.0 263 30,6 34.8 39.3 44.1 49.1- 54.4 60 1 20.2 23,7 27.5 31.6 35,9 40.5 45,4 50,6 56.1 ALC15001 FL12194-R3 Page 4o f 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-1 The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL- SERVICES, LLC 3/8" 1, 3/4" — 1/8" HEM 15/8" 3/4" Ls —()MET 3/8- PPZFTF ALUMINUM COILS, INC Soffits ALC15001 FL12194-R3 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. ILLC 3/4" 7/8" 11---* ------- 0- MRSMIRKEPM ALUMINUM COILS, INC Soffits WTIMMM ALC15001 FL12194-R3 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICEs, LLC 25 0 125 TYP' 2,125 REF, 51) "P, PI IIJ L", F1---- U Lj LJI Lj U!", lu Lj Al L'F- LOWIR-RAME-2-i -t FVU- LLI LAW4RS 1WD N' SAME DWCT11QN AS ALUMINUM COILS, INC Soffits Appendix D ALC 15001 FL12194-R3 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK I= TECHNICAL SERVICES, LLC 12" T4 Soffit 3 1/8" W M1 3/8"_L 3 1/8- 112" 1/2" 1/2" 1/2" 29 Tk 0125 TYR 2,625 FIEF 50 -; YP, 112" 3/8' ALUMINUM COILS, INC Soffits Appendix D ULl I U 'L] "d F1 U11 LOMRS Ri SAME DIRECr,014 NS R-85) END OF REPORT ALC 15001 FL12194-R3 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LL EVALUATION REPORT Manufacturer: Manufacturing: Quality Assurance: SCOPE Category: Subcategory: Corte Sections: Properties: REFERENCES ALUMINUM COILS, INC. 5001 West Knox Street Tampa, FL 33634 813)249-9743 WWW.aiuminumcoi(sinc.com Tampa, FL Certificate of Authorization No, 29824 17520 Edinburgh Dr Tampa, FL 33647 813) 480-3421 FLORIDA BUILDING CODE 5T" EDITION (2014) PRI Construction Materials Technologies (QUA9110) Panel Walls Soffits 1404.5A, 1710.9.4 Wind Resistance Issued August 27, 2015 Entity Report No, Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 1986 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 1986 PRI construction Materials Technologies (TST5676) ACIX-003-02-01 AAMA 1402 1986 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 1986 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1710.9.4. 3. Soffits shall be labeled in accordance with FBC Section 1710.9.2 and 1710.9.3. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. 3t8" F-Channel Preformed norninal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 3i8" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D fear dimension drawings. ALC15001 _ _FL12194-R3 _ Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation. recommended use, or other product attributes that are not specifically addressed herein. ALUMINUM COILS, INCCREEKsoffitsaTFCHNICALSERVICES, LLC 16" Q4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit Panels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in /lin.ft for the 'full vent' configuration and 11.1 in 21, in.ft and for the 'center vent' configuration, See Appendix D for dimension drawings. 1-C iVi-3LNj Iasi IL-,*1 11 I 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum Soffit panels provided in 12- inch sections. The reported net free ventilation areas are 12,5 in /lin.ft for the 'full vent' configuration and 4.2 in 21, in.ft for the 'center vent' configuration. See Appendix D for dimension drawings. 12:5QLa—m-WL ALC 15001 FL12194-R3 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, ILLC COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code 5t" Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. 2015.08.27CENS 07-05-00No74021 0 040053STATEOF44/ '' Z A, R Zachary R. Priest, P.E. 0 ..-' '- Florida Registration No, 74021 Organization No. ANE9641 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. ZacharyR, Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 1) APPENDIX A — Approved Systems (7 pages) 2) APPENDIX B— Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001 FL12194-R3 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.51 margin of safety per FBC Section 1710,9.4. 2. Refer to LimITATIONs and sections of this evaluation when using the table(s) below. I Refer to iNSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c,) spacing given is the maximum allowable attachment spacing for the rated system. 5, Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0,42) 2x lumber, Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project, 7. Typical fastening details are as follows: a. 12' T4 Soffit— 12-inch o.c, Fastener Fastener Location Location b . 12" T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Location Location Location Location c. 16" Q4 Soffit — 16-inch o.c. Fastener Location F— Fastener Location ALC15001 FL 1 219 4-R3 Page 1 of 7 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICEs, LLC d. 16" Q4 Soffit — 8-inch o.c. Fastener I or'qtion Nom Fastener oration Wall Connection Eave Connection System Panel MDP No. Width Psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) min. 3/8-inch head dia- nail, One (1) min. 3/8 x 3,18-inch One (1) min. 1 3/4-inch long x 12F-1 Max, 16-inch Wood min. 1 .25-inch embedment spaced Wood crown staple spaced 16-inch 0.072-inch dia. x min. 3/16- inch head dia. trim nail t4OO 24-inch o.c. o.c' spaced 36-inch o.c. Three (3) min. 3/4-inr-h x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. I 314-inch long x 12F-2 Max. Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c, 0.072-inch dia, x min. 1/4-inch 48 16-inch spaced 24-inch o.c. and securing each panel lap head dia. trip nail spaced 48- 641 inch o.c. One (1) min 3/4-inch x 1/4-inch 7ne (1) min. 1 3/4Anch long x 12F-3 Max. Masonry One (1) 14 ga, 5/8-inch long T nail Wood hcrownstaplespaced8-inch oc 0.072-inch dia, x min, 1/4-inch 48 16-inch spaced 8-inch o.c. and securing each panel lap head dia. trip nail spaced 48- 64.2 inch a.- ALC 15001 FL12194-R3 Page 2 of 7 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ALUMINUM COILS, INCCREEKSoffits TECHNICAL SERVICES, LLC Appendix A Approved Systems for 12-inch overhang with J-Channal Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4- One (1) min. #8 x 1/2-inch inch x 1/4-inch crown One (1) min 3/4-inch x One (1) min. 1 3/4-inch long x Max. 12J-1 Wood long x 3/8-inch head diameterstaplesindiamond Wood 1/4-inch crown staple 0.072-inch dia- x min- 1/4-inch +48 16-inch screw spaced 16-inch o.c. pattern spaced 24- spaced 8-inch o.c., head dia. trip nail spaced 48- -64.2 connecting soffit to J-channelincho.c. I inch o.c. I Wall Connection Eave Connection System Panel MDP No. Width PS9 Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One ill 18 ga, 1/4-inch crown x One (1) min, 1,75-inch x 16F-1 max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staples spaced max. 0.072-inch diameter finishing nail with min. 3/16- t513 12-inch spaced max. 8-inch o.c. 4-inch o.c. and securing each inch head spaced panel lap 12-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga, 1/4-inch crown x 1- 1 -inch leg staples spaced max. 0.072-inch diameter 16F-2 12-inch wood inch leg staples in diamond pattern Wood 4-inch o.c. and securing each finishing nail with min. 3/16- 53,3 spaced 16-inch o.c. panel lap inch head spaced I 12-inch o.c. Max. One (1) 3/8-inchhead dia. nail, min. One (1) min 3/8-inch x 3/8-inch One (1) min. I 3/4-inch long x 0.072 inch dia. x min, 16F-3 16-inch Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch 3/16-inch head dia. trim nail t25,6 inch o.c. 0.c. spaced 36-inch o.c. Three (3) min. 3/4-inch x 1/4-inch One (1) min, 1 3/4-inch long 16F-4 Max, wood cterom staples in diamond pattern Wood One (1) min 314-inch x 1/4-inch x 0.072-inch dia. x min. 114- 27 16-inch spaced 24-inch o,c, crown staple spaced 8-inch o.c. inch head dia. trip nail 36,11 L_ I spaced 48-inch ac, ALC 15001 FL12194-R3 Page 3 of 7 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK ALUMINUM COILS, INC Soffits TECHNT CAL SERVICEs, LLB Appendix A Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System PanelSystem MDP psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. Max. 16F-5 Masonry One (1) 14 ga. 5/8-inch long T nail 1-inch leg staples spaced 4- Wood 0.072-inch diameter finishing nail with min, 3/16- 43.316-inch spaced 8-inch o.c, inch o,c, and securing each inch head spaced panel lap 16-inch o.c. Three (3) 18 ga.1/4-inch crown x 1- One (1) 18 ga. 1/4-inch crown x One (1) min. 1. 75-inch x 0.072-inch diameter Max. 16F-6 16-inch Wood inch leg staples in diamond pattern 1-inch leg staples spaced 4- Wood inch o.c. and securing each finishing nail with min. 3/16- 433 spaced 164ch o.c. panel lap inch head spaced I I M I 16-inch System Panel Wall Connection Eave Connection MDP No. Width psf) Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max, Three (3) min, 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min, 1 3/4-inch long x 0.072-inch dia. x 23.516J-1 16-inch Wood crown staples in diamond pattern spaced 24-inch o.c, Wood crown staple spaced 8-inch o.c. min, 1/4-inch head dia. trip 31,4 1 nail spaced 48-inch o.c. ALC 15001 FL12194-R3 Page 4 of 7 This evaluation report is provided for State of Florida product approval under Rule 61G20-3, The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. COIL S, INCCREEKSoffits TECHNICAL SERVICES, LLC Appendix A Approved Systems for 244nch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch Nominal 1x2 crown x 1 -inch leg No-2 SYP staples spaced Three (3) 18 gaA14- anchored to 12-inch o.c. securing One (1) 18 ga. 114- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one each panel lap inch crown x 1 -inch 0.072-inch diameter 24F-1 12-inch Wood leg staples in 1) min. 2.25- Wood leg staples spaced 8- finishing nail with min. 801-90 diamond pattern inch x 7d ring One (1) min, 1.75-inch o. inch c, 3/16-inch head spaced spaced 16-inch o.c. shank nail x 0.072-inch diameter12-inch o.c. 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1 -inch leg Nominal 1x2 staples spaced One (1) min. 1.5- No.2 SYP 12-inch o.c, securing One (1) 18 ga 1/4- One (1) min. 1 . 75-inch x Max, inch x 11 ga. anchored to each panel lap inch crown x 1-Inch 0.072-inch diameter 80/ 24F-2 12-inch Wood smooth shank rafter with one Wood leg staples spaced 8- finishing nail with min. 76.6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced 16-inch o.c. inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o,c, finishing nail with min. 3116-inch head spaced 4-inch o.c. One (1) 18 ga. 1 /4-inch crown x 1-inch leg Nominal 1x2 staples spaced No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1 -inch 0.072-inch diameter 80/ 24F-3 12-inch Masonry inch long T nail rafter with one Wood leg staples spaced 8- finishing nail with min. 76,6 spaced 8-inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3116-inch head spaced inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001 FL12194-R3 Page 5 of 7 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK ALUMINUM COILS, INC Soffits TECHNICAL SERVICEs. LLC Appendix A Approved Systems for 244nch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psi Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) 18 ga. 1/4-inch Nominal 1x2 crown x 1 -inch leg No 2 SYP staples spaced Three (3) 18 ga, 1/4- anchored to 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x max. inch crown x 1 -inch rafter with one each panel lap inch crown x 1 -inch 0.072-inch diameter 24F-4 16-inch Wood leg staples in 1) min. 2.25- Wood leg staples spaced 8- finishing nail with min. 801-60 diamond pattern inch x 7d ring One (1) min 1.75-inch inch o.c. and securing 3/16-inch head spaced spaced 16-inch o.c. shank nail x 0.072-inch diameter each panel lap 16-inch a.(,,. 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch ox. One (1) 18 ga.1/4-inch crown x 1 -inch leg Nominal 1x2 staples spaced One (1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga, anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 24F-5 16-inch Wood smooth shank rafter with one Wood leg staples spaced 8- finishing nail with min. 801-60 roofing nail spaced 1) 7d x 2.25- One (1) min. 1,75-inch inch o.c. and securing 3/16-inch head spaced 16-inch o.c, inch ring shank x 0 072-inch diameter each panel lap 16-inch o.c. nail 24-inch o.c, finishing nail with min. 3/16-inch head spaced 4-inch o.c, One (1) 18 ga. 1/4-inch crown x 1-inch leg Nominal 1x,2 staples spaced No,2 SYP 12-inch o.c. securing One (1) 18 ga. 114- One (1) min, 1,75-inch x One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1 -inch 0.072-inch diameter 24F-6 16-inch Masonry inch long T nail rafter with one Wood leg staples spaced 8- finishing nail with min. 80/-60 spaced 8-inch o.c, 1) 7d x 2.25- One (1) min. 1,75-inch inch o,c. and securing 3,116-inch head spaced inch ring shank x 0.072-inch diameter each panel lap 16-inch o.c. nail 24-inch oc, finishing nail with min. 3/16-inch head spaced 4-inch ox, ALC15001 FL12194-R3 Page 6 of 7 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. COIL S, INCCREEKSoffits TECHNICAL SERVICEs, LLB Appendix A Approved Systems for 24-inch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP No, Width Pso J-Channel Fascia CapBattenBattenPanelAttachmentSubstratePanelAttachment Attachment Attachment Nominal I x2 No,2 SYP scabbed between rafters with one (1) One (1) 18 ga 1/4-inch Nominal 1x2 min. 2.25-inch x 7d ncrowX 1 -inch leg No. 2 SYP Three (3) 18 ring shank nail straight - nailed through staples spaced One ( 1) min. 1,75-inch anchored to ga. 1/4-inch crown he end therafterintot12-inch o.c. securing each panel lap One ( 1) 18 ga. 1/` x 0.072-inch diameter 24J- 1 lklax rafter vAth one x 1-inch leg of the batten or hi/o (2) Wood inch crown x 1-inch finishing nail with min. t60 12- inch (1) min. 2.25- staples in diamond min. 2.25-mch x 7d One ( 1) min. I inch leg staples spaced 3/16-inch head spaced inch x 7d ring pattern spaced 16- ring shank nails toe- x 0-072-inch diameter 8-inch oo. 12-inch o.c. Shank nail inch O.C. nailed on either side of firushmig nail with min. 24- inch O.C. the batten at each batten/ rafter 3/ 16-inch head spaced intersection. Max. 4- inch no. rafter spacing is 24- inch o.c. Nominal 1x2 No 2 SYP scabbed between rafters with one (1) One ( 1) 18 ga 1/4-inch Nominal 1x2 min, 2.25-inch x 7d ring shank nail crown x 1-inch leg No. 2 SYP Three (3) 18 s traight-n ailed through stapless paced One (1) 18 ga. I/, One (1) min. 1.75-inch anchored to ga. 1/4-inch crown the rafter into the -end 12-inch o.c. securing each panel Jap inch crown x 1-inch x 0 072-inch diameter Max. rafter with one 24J- 2 x 1-inch leg of the batten or two (2) Wood leg staples spaced finishing nail with min. 513 16- inch (1) min, 2.25- staples in diamond min. 2.25-inch x 7d One ( 1) min. I .75-inch 8-inch o.c. and 3/ 16-inch head spaced inch x 7d brig pattern spaced 16- ring shank nails toe- x 0.072-inch diameter securing each panel 16-inch o.c, shank nail inch o.c, nailed on either side of finishing nail with min. lap 24- inch O.C. the batten at each battenlrafter 3116- inch head spaced Intersection. Max. 4- inch o.c. rafter spacing is 24- inch o.c. ALC15001 FL12194-R3 Page 7 of 7 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein, CREEK TECHNICAL SERVICEs, LLC ALUMINUM COILS, INC Soffits INSTALLATION koe-Refert6the "Ap o ib SysTims seciion of this report for additional installation details of a selected system and maximum design pressures limitations. ALCI5001 FL12194-R3 Page 1 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC ofany product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICEs. LLC System No. I Installation Detail F' CHANNEL CAN BE INSTALLED WITH THE NAILING FLANGE UP OR DOWN 1-3/4- TRIM NAJJ PAINTED S,S. 48' OXI SOFFIT- 'X- ALUMINUM COILS, INC Soffits L j 31V XTIA- \ SOFFIT STAPLE OPEN RAFTER DIAMOND PATTERN LLjj1231VKTVEENI FACIA BOARD STAPLES y 3/4- X 1/4- CIROIWN STAPLE 'a' ON CENTER SOFFIT& FASCIA 2ETAIL ALC 15001 FL - 1 - 2 - 194-R3 Page 2 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall nobly CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK ALUMINUM COILS, INC Soffits11-Al TECHNICAL SERVICEs, LLB Appendix B System No. Installation Detail OPEN RAF7 ER SOFFIT STAPLE GIST DIAMOND PATTERN AIL FACIA 130APO 9ETVVEN 3/4- X 1/4° CROWN STAPLE '24- ON CENTER USING A 01AMOND PATTERN FASCIA CAP 12J-1 3/4' X 1/4- CROWN STAPLE '5" ON CENTER 1-3/4" TRIM NAIL WIA BOARD CW4NEL 1-3/4" TRIM NAILJ PAINTED S,S. Qff P AINTED S,---, 45' L' FASCIA CAP J 0 c_ /2' x ROFRT-n ax, 12-inch span CROWN STAPLE SOFFIT WOOD OR BLOCK aQEEE-&-fAaQ SUBSTRATE NAIL ALC15001 FL12194-R3 Page 3 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. S, INCALUMINUMCOILCREEKSoffits TECHNICAL SERVICEs, LLC Appendix B ALC15001 FL12194-R3 Page 4 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ALUMINUM COILS, INCCREEKSoffitsawy TECHNICAL SERVICEs. LLC Appendix B ALC15001 FL12194-R3 Page 5 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration forwhich this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail mm F' CHANNEL CAN BE INSTALLED WITH THE NAJUNG FLANGE UP OR DOWN 1-3/4- TRIM NAILJ PAINTED S,S, 48' olc. SOFFJT-max , ALUMINUM COILS, INC Soffits TER VW SMOE" SOFFIT STAPLE OPEN RAF_ 51A DIAMOND PATTERN W WTVEEN/ 11 DUAIL FACLA 130ARD EN 3/4' X 1/4' CROWN STAPLE '8' ON GEC mmenumm FASOA CAP 3/4- X 1/4- CROWN STAPLE SOFFIT & FASCIA DEIAIL ALC15001 FL12194-R3 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. C R E E K c TECHNICAL SERVICEs, !_LC System No. I Installation Detail 1'Xj- S1 USING A 0 PAT IEW RE 16F-2 & SOFFIT I 16F-6 [PAMOND PA F' CHAN FASCIA CAP, REFER TO SOFFIT & FASCIA DETAIL SOFFIT; MAX, 16- SPAN ALUMINUM COILS, INC Soffits Appendix B FASCIA BOARD FASCIA CAP I-xj- CROWN STAPLE SOFFIT & FASCIA DETAIL ALC15001 -FL12194-R3 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail 3/4' X 1/4' CROWN STAPLE '24' ON CENTER UVNG A OtAMOND PA71ERN m2flimmm 1—,3/4* TRIM ANAL LPAINTED S.S. 48' 0.c' SOFFIT—tnax, nch stlan ALUMINUM COILS, INC Soffits 013MME 50f F IT STAPLE Ll D_ETAIL FA0A BOARD 3/1r NET II FASCIA CAP 3/4- X 1/4- CROWN STAPLE *8' ON CENTER 1-3/4* TRIM NAJL FACIA BOARD PAINTED S.S. FASCtA W 3/4- X 1/4- CROWN STAPLE SO EFIT & FASCIA QETAIL ALCI5001 FL12194-R3 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail z S1 USING A 01 PATTERW RE SOFFIT ' WAMONO PA WOOD SUBS ALUMINUM COILS, INC Soffits Appendix B I J' TRIM NAIL FASGA BOARD PANTED S.S. FASCIA CAP SOFFIT I-.J" CROWti If AFILE 1.0-11F7_ FASCIA BOARD SOFFIT & FASCIA DETAIL FASCIA CAP, REFER TO SOFFIT X FASCIA DETAIL SOFFIT STAPLE DIAMOND PATTERN ALC15001 ___--- FL12194-R3 Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3, The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ATECHNICAL. SERVICES, LLC No. I Installation Detail S'100TH SSA ROOF NAi OEM WOOD SUBSTRA ALUMINUM COILS, INC Soffits Appendix B I J' TRN NAIL FASCIA BOARD PANTED S.S. SCANT !- ,- FAMA CAP ROWN STAPLE FASCIA, BOARD SOFFIT & FASCIA DETAIL FASoA CAP, REFER It) SOFFIT X FASCIA OETAI ALC15001 FL12194-R3 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid, This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein, 22A. C R E E K TECHNICAL SERVICES. LLC System No, I Installation Detail M 146A I- T-NAk MASONR ALUMINUM COILS, INC Soffits Appendix B I J- TRFM NAIL FASCIA BOARD PAWTED S S, FASCIA CAP CUM - F`xJ- CROWN STOLE iA BOARD SOFFIT FASCIA DETAIL 1A CAP; REFER OFFIT & FAS,0A IL ALCI5001 FL12194-R3 --- Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC ofany product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICEs, LLC System No. I Installation Detail 1-,4- (POWp4 STAPLES 95WO A MAMOND PATTERN, REW 10 SWIT STAPLE WAMONG PATTERN DE T ALL i- -RAM NATl PANTED S.S. Ma --al " 1 2 `,(batws V,Abt>d 'after W"' wwed ,,0, o— j,j M ""9 V'ar* Wait Vra'ghl,*Ied The , Ppw "'o 0"e —d 01 Irl, baller o I., 12 d Q 5~rank rats toe-nMd on enf' e' 'de of the ballfin al gre fnT PAI RAF TER FASCIA BOARD Ij CROWN STAPLE FASUA CAP, REFER LTO SOFFIT & FASCIA SUM, MAX. 74' DETAIL ALUMINUM COILS, INC Soffits Appendix B SOFFIT & FASCIA DETAIL 3. SOFFIT STAPLE DIAMOND PATTERN AMA BOARD ASUA CAP q' UR014B STAPLE ALCI5001 FL12194-R3 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits The following tables provide design wind loads for components and cladding in accordance with Section 1609-1 of the FBC and ASCE 7-10 Linder the following provisions: 1. Wind speeds for risk category 1, 11, 111, and IV buildings shall be as defined in Section 1609 of the FBC. 2, Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3, Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 60-ft. 4. All calculations are based on an effective wind area of 1 O_ft2 or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Kj = 0.85 7, V.1t is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1610,9.4 of the FBC. 8. Projects With mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below- Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3-ft. ALC 15001 FL12194-R3 - Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid, This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ev CREEK ALUMINUM COILS, INC Soffits TECHNICAL SERVICEs, LLC Appendix C Design Wind Pressures for Soffits in Exposure B Building ears T- Basic Wind SE2td (mph) Zone Roof Type Height ( ft) 120 130 40 150 160 170 180 190 200 20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42,2 46-8 25 16.9 1918 22,9 26.3 30.0 318 37.9 42.2 46.8 30 16.9 19.8 263 30.0 33.8 37.9 42.2 46.8 4 1 22. 9 40 183 21.5 24.9 28.6 32.5 36,7 41 .2 45,9 50,8 50 19 5 1 -2Z9 26,5 30.5 34.7 39.1 43,9 48.9 54.1 Enclosed 60 1 205 24,0 7 8 32O 36A 411 1 46,0 51.3 56.8 Negative 77.8 Loads) 20 20.8 24.4 1 -28,3 32.5 37.O 41.7 46,8 52.1 25 20.8 24A 28,3 325 37.0 41,7 46.8 52.1 57.8 30 20.8 24.4 283 32.5 37.0 41.7 46.8 52.1 57.8 5 40 22-6 26.5 30.7 35,3 40.1 45.3 50.8 56.6 62.7 50 241 28.2 32.8 37.6 42.8 48,3 54,1 60.3 66.8 60 253 1 -29,6 34A 39.5 44.9 507 56.8 63.3 70.1 20 10,8 123 143 1 -- 6.9 19.22 21.7 24,3 7.1 30.0 2. 5--- 10.8 127 143 1&9 19.2 21,7 243 27.1 30.0 30 10.8 123 14.7 16,9 19.2 2121.724.3 27.1 30.0 440 11.7 118 16.0 183 20,8 215 26A 29.4 32.5 50 12,5 14.7 17.0 19.5 22-2 25.1 28A 31.3 347 Enclosed 60 13.1 15.4 17,8 20,5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 20 10.8 127 14.7 16,9 19.2 21.7 24.3 27.1 30,0 25 10,8 12.7 1 4.7 1 16. 9 19.2 21.7 24.3 27.1 MO 30 10.818 27 47 16.9 19-2 21.7 2424.327,1 30,0 5 40 11:7 118 16.0 18.3 20,8 23.5 26.4 29A 32.5 50 r ' 1) 1 1 147 17.0 19.5 22,2 251 28.1 313 34.7 160 131 5.4 17.8 20.5 23.3 26.3 29,5 32,9 36.4 ALC15001 FL12194-R3 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. g CREEK ALUMINUM, COILS, INC W-W Soffits TECHNICAL SERVICES, LLC Appendix C Desi n Wind Pressures for Soffits in re Mean Basic Wind S ed (m h Building r 101:11 11 IN i N''i'MiN I - :;'Ili NAMAIIA; I i Zone RO04 Type Height ( ft) 120 130 1Afi 150 160 170 lBCf 190 200 20 21.7 25A 29.5 33.8 38.5 415 AA 7 5A 14 25 22.6 26.6 1 -30.8 35 A 40.2 45.4 50.3 30 23.6 27.7 32A 41.9 47,3 53. 1 00.0 4 40 25.0 29.4 44,5 50.2 56.3 62.7 69.5 5 0 26.2 30.8 35.7 41 O 46,6 52.6 59.O 65.8 72.9 Enclosed 60 T 27.2 31.9 37-0 4Z5 483 54.6 61,2 68.2 75.5 Negative Loads) 20 26.7 31.4 36A 41,8 47,5 517 60,2 67,0 743 25 27.9 323 38.0 43,6 49,6 56.0 62.8 J7.6 30 29,1 34,2 39,6 45.5 51,8 58.4 65,5 70. 0 73, 0 80.9 40 30.9 36,3 42.1 483 54,9 62,0 69.5 J7.5 85.8 50 32.4 1 38,0 44,1 1 -50.6 57.6 65,0 72,9 81,2 89,9 60 316 39A 457 52.5 713 597 67A 75,5 84.2 93,2 20 119 16.3 18,9 24,7 27,9 31,2 34,8 38.5 25 14.5 ITO 1 19.7 22,6 25,8 29.1 32.6 36,3 A0.3 30 15.1 17.7 j 20.6 23.6 26.9 30.3 34, 0 37.9 42,0 4 40 16-0 18.8 21.8 j 25.1 28.5 321 1 136,1 40,2 44.5 50 16.8--- 22 , 9 26 . 3 29.9 33,7 3T8 42.1 46.7 Enclosed 60 17A 20.5 1 23.7 272 31.0 35.0 39.2 43.7 48A Positive T4, Loads) 20 13.9 16.3 18,9 213 7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22,6 25-8 29A 32.6 36.3 40.3 3015. 1 173 20.6 23.6 26.9 30,3 34.0 37.9 42.0 5 40 16.0 1 18.8 21.8 25.1 3 28. 5 32,2 36A 402 44,5 L- i-- 50 16.8 i 19 7 22,9 26.3 26 - Ll 3" 37,8 42,1 46,7 Ljj6017.4 2U 23.7 272 27231.0 35.0 39.2 43.7 48A ALC 15001 FL12194-R3 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall nobly CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein, CREEK ALUMINUM COILS, INC Soffits TECHNICAL SERVICE LLC Appendix C Design Wind Pressures for Soffits in Exposure D Mean Basic Wind Speed Building Zone Roof 2h) Type Height (ft) 120 130 140 150 160 170 180 190 200 20 26.0 305 35A 40.6 462 52.2 58.5 65.2 722 25 27,0 31 .6 36.7 421 47,9 54.1 60,6 67,6 74.9 30 27,9 32.8 38,0 43.6 49.6 56,0 62.8 70O 77.5 4 40 ]--- 29.4 34 5 40.O 45,9 52,2 58,9-L 66,1 81.6 50 30.6 35.9 4,1,6 47,8 54.3 61.3 683 73, 6 76, 6 Enclosed 60 31 5 37,0 42.9 1 -49.3 56.1 63.3 70.9 79,0 84. 9 8T6 Negative 764 Loads) 20 324 37.7 43,7 50.1 57.0 4 1 72,2 80.4 89,1 25 33.3 39.1 45,3 52.0 59,2 66.8 74.9 83A 92A 30 34,5 46.9 53.8 61,3 69.2 J7.5 86A 957 5 40 362 40. 4 425 493 56,6 64A 727 I 81,5 90.9 100,7 50 377 443 51A 58.9 671 757 64 9 94.6 104.8 60 38.9 45.7 53.0 60,8 692 781 87.6 97.6 108A 20- 16.7 19.5 22,7 26,0 29.6 33.4-- 37.5 417 46,3 25 173 203 215 27,0 30,7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31,8 35.9 402 44.8 491 4 40 18,8 22.1 256 29.4 33,4 37.8 42.3 47.2 522 50 19.6 23,0 26.7 30,6 34,8 393 441 49.1 54.4 Enclosed 60 20.2 217 1 27,5 31.6 35.9 t 4 45A 50,6 56.1Loads) Positive20 16.7 1 19.5 22.7 26.0 29.6 33A 3T5 417 463 25 17.3 20.3 23,5 1 27.0 30,7 34.7 38.9 413 48.0 30 17.9 1 21.0 243 27,9 31,8 35.9 40.2 44.8 49.7 5 40 18,8 2ZT 24 33,4 37,8 423 47,2 52.2 50 19.6 230 26.7 30.6 34.8 39.3 44A 49.1 54.4 60 20.2 2 2 1 35,9 40,5 45A 50.6 56.1 ALC15001 FL12194-R3 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 3 / 4 " LSOMETRIC XQN 3/8*1 PROFIF, ALUMINUM COILS, INC Soffits W483MM ALC 15001 FL12194-R3 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 1. CREEK TECHNICAL SERVICEs, LLC ALUMINUM COILS, INC Soffits F- 1/8" HEM 5 3/4" 1 1 7/8" , W ALC 15001 I'Ll 2194-R3 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use. or other product attributes that are not specifically addressed herein. Al CREEK m TECHNICAL SERViCEs, LLC 25 Ems. 0 125 1 "P REF ULJUlU11 U, F1 7" L LJ Fi U J1 11,11, FJ LOV&RS ^GRtkD N SANE DIWCT-N e, RTS) ALUMINUM COILS, INC Soffits Appendix D ALC15001 FL12194-R3 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK W= TECHNICAL SERVICES, LLC 12"T4 Soffit 3/ 1/81, 1 7/8' 112' _/' \ 1/2- 25 T P 0,125 TIP, 13.75" BLANK 3/8" PROFILE 2.625 PEF Bl' 1/2" 1/2" 3/8" ALUMINUM COILS, INC Soffits Appendix D U 11 1 LOWERS MED IN SAME WRECTION' AS RIBS) END OF REPORT ALCI5001 FL1 2194-R3 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Florida Buildina Code Online Pa-e I of'2 c g BCIS 111,11 Cog In User 111g,11161,111 Hot Topics 1nbr1,1 s,,11111ng, S1111 & 1-111s Nbkanm, 111C Staff IICIS -1,1, 11,p rink, Search Product ApprovalaP1 )!! users: pnar c user Mtl-" P1 n DetailApia rc FL # FLI 7147-Rl Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Huber Engineered Woods LLC Address/Phone/Email 10925 David Taylor Drive Suite 300 Charlotte, NC 28262 704) 548-5442 kurt.kochiPhuber.corn Authorized Signature Kurt Koch kurt,koch@huber.corn Technical Representative Ken W. Hrx Address/Phone/Ernad 1446 Hwy 334 Commerce, CA 30530 706) 336- 3041 ken.tux@huber.coin Quality Assurance Representative Walker Campbell Address/Phone/Email 1446 Hwy 334 Commerce, GA 30530 704) 562-1053 walker.carnipbell@hUber,com Category Structural Components Subcategory Products Introduced as a Result of New Technology Compliance Method Evaluation Report from a Product Evaluation Entity Evaluation Entity ICC Evaluation Service, LLC Quality Assurance Entity ICC Evaluation Service Quality Assurance Contract Expiration Date 10/01/2018 Validated By ICC Evaluation Service, LLC. F k" ( I t' Certificate of Independence Referenced Standard and Year (of Standard) ICC-Evaluation Service AC310 2015 Equivalence of Product Standards Certified By Approved Evaluation Entity Sections from the Code littp:,I,IvN,x,Ntw.floridabuilding.or,,,Ilprl'pr_app_dti.aspx?pat-am=\,,,GEVXQ,tDqvCo3EapillBdS... 6/8/2017 Florida Building Code Online Product Approval Method Method 1 Option C Date Submitted 08/31/2015 Date Validated 09/16/2015 Date Pending F6C Approval Date Approved 09/20/2015 FL # 1 Model, Number or Name 17147.1 ! ZIP System (R) Wall Sheathing Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: limited to structural aspects of panel Description_-- ----__ ZIP System (R) Wall Sheathing Installation Instructions E ,- 11.'_+ i _ _ P 7:i.: s'..s.lLag r Verified By: ICC Evaluation Service, LLC Created by Independent Third Party: Evaluation Reports o t S.Lil.S :: 2(Q. 7 gr P n R T I- h s F 3:b.32+7 Ph n: S §Z-_ ,S24 The State of Florida is an AA#FE0 employer, cpnvrinht 20oy-2 773 State of FloridT :; Priv . n r,j :: A s ti it S :- .m n :: pgjty nGnl Under Florida law: email addresses are public records. I you do not want your e-mail address released in I-paixe to a public -records request, do not send eiectranic mad to this entity, Instead, contact the office by phone ar by tracotionai inall. If you have any questions, please contact 8Sb.487,13c5. *Pursuant to S_' on a55.275(1), Florida Swore-,, effective October 1, 2012, licensees 8censed under Chapter 855, F.S. must provide the Department with an email address if they have ono. The hi—y provided may be used for official communication with the licensee. However e ,ail addresses are public i' rd. P you do not wish to supply a personal address, please pravide the Department with an email address which can be, made available to the publc. To determine if you are a licensee under Chapter 455, F.S.„ please click hgrg_. Product Appr-1 Aceepts; L. .. e:• „: ;:a. Cirt-, dit Card Safe littp:// www.floridabuildin,,eor/pr,/pr_app_dtl.aspx?param=wGEVXQwtDgvCo3FapillBdS... 6/8/2017 SECTION: 06 16 00—SHEATHING DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTIO11 SECTION: 07 25 00—WATER-RESISTIVE BARRIERS/WEATHER BARRIERS SECTION: 07 27 00—AIR BARRIERS 1CC 1CC 1CC - Look for the trusted marks of Conformity! 2014 Recipient of Prestigious Western States Seismic Policy Council WSSPQ Award in Excellence" A Subsidiary of Cootcouxcjr XGL'S Evaluation Reports are not to be construed as representing aesthetics or conyv other attributo", trotspecificalli, addressed, nor are thev to be construed as an sendorsementofsubject of'the report or a recommendation for its use, There is no ivarranti, Iry JCC Evaluation Service, LLC, e vpress or- implied, as 00's to ani,finding or other matter in this report, or as to anUroduct covered by the report. Copyright 9) 2015 ICC-ES Evaluation Report ESR-1474* Reissued October 2014 This repoil is subject to renewal October 2016. www.icc-es.orA -6587 1 (562) 699-0543 A Subsidiary of the International Code CounciP 1 (800)423 COMPOSITES Section: 06 16 00---Sheathing DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION Barriers Section: 07 27 00—Air Barriers 1010411= -all CHARLOTTE, NORTH CAROLINA 28262 800) 933-9220 www.huberwood.com EVALUATION SUBJECT: ZIP SYSTEMO WALL SHEATHING 1.0 EVALUATION SCOPE Compliance with the following codes: V n 2015, 2012 and 2009 International Building Code' (113C) N 2015, 2012 and 2009 International Residential Code IRC) 0 2015, 2012 and 2009 International Energy Conservation Code' (IECC) IgOZZLU 0 Weather resistance ZIP System Wall Sheathing panels are used as combination wall sheathing, air barrier, and water -resistive barrier. This report recognizes the use of ZIP System 0 Sheathing, when installed with ZIP SystemTM flexible flashing seam tape, in walls of Type V construction (113C) and dwellings under the IRC, and as an alternate to the water -resistive barrier required in Chapter 14 of the IBC and Chapter 7 of the IRC, and to the air barrier required by Sections R402.4 and C402,5,1 of the 2015 IECC (Sections R402A and C402.4.1 of the 2012 IECC; Sections 402.4.1 and 502.4.3 of the 2009 IECC), The ZIP System` Wall Sheathing panel is an OSI3 wood structural panel having a laminated exterior facer. The Exposure 1 OSB complies with US DOC PS 2 for wood structural panels. The exterior facer is a medium -density, phenolic -impregnated, polymer -modified sheet material qualifying as a Grade D water -resistive barrier (required by Section 2510.6 of the 2012 and 2009 IBC). The panels are nominally 4 feet wide by 8, 9, 10, 11 or 12 feet long and have a square -finished -edge or machined -edge profile, When tested in accordance with ASTM E96 (water method), the polymer -modified sheet overlay has a minimum vapor permeance of 12 perms [68.6 X 10-1, kg/(Pa-s-m2)]. Equivalent Water Vapor Transmission rate (WVT) of the polymer -modified sheet overlay is 83.4 g/(24h_M2) when tested at 73.4°F (23'C), The water -resistive barrier and air barrier properties of the ZIP System 0 Wall Sheathing Panels are not affected when the panels are manufactured to comply as facing materials for SIPS in accordance with Section R610.3.2 and Table R610.3.2 of the 2015 IRC (Section R613.3.2 and Table R613.3.2 of the 2012 and 2009 IRC), REEMMEEM The ZIP System"" seam tape is a self -adhering membrane tape consisting of acrylic adhesive laminated to a polyolefin backing. The ta e is 0.012 inch (0.30 mm) thick with a minimum width of 3 /4 inches (95.2 mm), and comes in rolls of various lengths, 9INKUMMM Installation of ZIP System 0 Wall Sheathing panels must comply with the applicable code, this report and the manufacturer's published installation instructions. The manufacturer's published installation instructions must be available at the jobsite during installation. 4.2 Application: 4.2.1 General: The ZIP System`"' Wall Sheathing panels must be attached to wall framing in accordance with the applicable code for wood structural panels, and in compliance with their panel span rating. The panels must be installed with the polymer -modified sheet overlay facing the exterior. In accordance with the manufacturer's published installation instructions, it is recommended that the square edges of the panels be installed with a gap Revised August 2015 Livevalwmon Reports are not co becunstnued as rep-esennng aemhcrus w-anv other attributes tartspectfi, a1h athfiessed, nor a", thev to he con"fra"d as acm/orsetnew of the subject of the repor., ors rer,tintnendatiwi lor as use Thcrt, L, no warranti hr ICC Evaluation Set aim, LL( I e.yress or implied, a, to am,finding or otho- name, in the, report, r,, au, am product (,-vvvd h., thereport_ Copyright Q 2015 0 ESR-1 474 1 Most Widely Accepted and Trusted Page 2 of 6 between adjacent panels and between panels and dissimilar materials. All ZIP System' Wall Sheathinq panel seams must be sufficiently sealed with ZIP System seam tape. All overlay surfaces must be dry and free of sawdust and dirt prior to application of the ZIP System " seam tape. The ZIP SysterhT11 seam tape must extend a minimum of 1 inch (25A mm) past the panel edge T-joint intersections and must be centered within 1/2 inch (12,7 mm) over the middle of panel seams. The tape must be pressed firmly to adhere to the surfaces and seal the seams. Wrinkles in the ZIP SysternTl seam tape are acceptable unless they create a leak path to the panel seam. 4.2.2 Flashing: Flashing complying with the applicable code must be installed at the perimeter of door and window assemblies, penetrations and terminations of exterior wall assemblies, exterior wall intersections with roofs, chimneys, porches, decks, balconies, and similar projections, and at built-in gutters and similar locations where moisture could enter the wall. An adhesive -backed flashing tape recognized in a current IOC -ES evaluation report must be installed to seal all ZIP System Wall Sheathing flashing joints. Penetration items must be sealed to the panels. The adhesive -backed flashing tape must comply with the ICC-ES Acceptance Criteria for Flexible Flashing Materials (AC148) and must be installed in accordance with the manufacturer's published installation instructions. See Figures 1 through 7 of this report for typical flashing, water -resistive barrier and air barrier assembly installation details. 4.2.3 Air Barrier Assembly: ZIP Systerno Wall Sheathing fastened to maximum 24-inch-on-center 610 mm), wood wall framing, using minimum 6d nails spaced at 6 inches (152 mm) around panel edges and at 12 inches (305 mm) in the field, leaving a '/,5-inch 3.18 mm) gap between panels, forms an air barrier assembly when the gaps between panels and the perimeter of penetrations are sealed with ZIP System'"" seam tape as required by Section 4.2.1. The assembly has demonstrated a maximum air leakage of 0,0072 CfM/ft2 0.037 L/(s- M2)] infiltration and 0.0023 CfM/ft2 0.012 L/(s-m2)] exfiltration at a pressure differential of 1.57 psf (75 Pa) when tested in accordance with ASTM E2357. 5.0 CONDITIONS OF USE The ZIP Systerne Wall Sheathing panel and tape system described in this report complies with, or is a suitable alternative to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 This evaluation report and the manufacturer's published installation instructions, when required by the code official, must be submitted at the time of permit application, 5.2 The ZIP System'o Wall Sheathing panels must be manufactured, identified and installed in accordance with this report and the manufacturer's published installation instructions. In the event of a conflict between the instructions and this report, this report must govern, 53 The ZIP System Wall Sheathing panels must be covered with a code -complying exterior wall covering, or one that is recognized in a current ICC-ES evaluation report, 5.4 The OSB sheathing must comply with US DOG PS-2. 5.5 Fire -resistance -rated construction is outside the scope of this report. 6.0 EVIDENCE SUBMITTED 6.1 Data in accordance with the ICC-ES Acceptance Criteria for Water -resistive Membranes Factory - bonded to Wood -based Structural Sheathing, Used as Water -resistive Barriers (AC310), dated May 2008 editorially revised August 2015). 6.2 Air leakage data in accordance with ASTM E2357 Each ZIP Systerno Wall Sheathing panel described in this report must bear a label that includes the manufacturer's name (Huber Engineered Woods ILLC), the product name, nominal panel thickness, the evaluation report number ESR-1474), and the words "Mill 229, Crystal Hill, Virginia": Mill 228, Easton, Maine"; "Mill 227, Commerce, Georgia"; or "Mill 290, Broken Bow, Oklahoma." The OSB sheathing must also bear a label demonstrating compliance with US DOC PS 2 from an approved inspection agency. The ZIP SystemT", seam tape roll must be labeled with the ZIP System logo and the evaluation report number ESR-1474 (see Figure 8), ESR-1474 I Most Widely Accepted and Trusted Page 3 of 6 7'- 1 N%u LOW, WMIFIE OR ff RAAN"4 IADMW, TAFY 1,kKW RAIAAC A 111 Ruqfl&iiTulTil3'3R,'. HEADER SECTION FIGURE 1—TYPICAL CROSS SECTIONS OF FLANGED WINDOW ESR-1474 I Most Widely Accepted and Trusted Page 4 of 6 SILL SECTION HEADER SECTION P0,'VPjTRANE FONY ESR-1 474 1 Most Widely Accepted and Trusted Page 5 of 6 ZIP SYSTEM TM WALL SHEATHING WALL FRAMING ADHESNE,SACKEDFLAS4NG TAPE METAL FLASHING FLASHING FASTENER ADHESIVE -BACKED FLASHING TAPE ROOF UNDERLAYMENT (FELT) ROOF SHEATHNG axaat tow, Zak n~ 11$ FIGURE 5--TYPICAL WALL -SILL INTERSECTION AND FLASHING DETAILS FOR BRICK SIDING ZIP SYSTEM WALL SHEATHING WALL FRAM ADHESIVE-84CKED FLASHING TAPE RASHING Ft,STENER COUNTER FIASHING BASE FLASHNG FLASHNG FASTENER A)HESIVE -BACKED FLASHJNG TAPE ROOF UNDERLAYWNT (FELT) ROOF SHEATHING FIGURE 4—ROOF-WALL INTERSECTION (OPTION 2) X" 7 J' IF1100112IMMMIZ11011 ESR-1474 I Most Widely Accepted and Trusted Page 6 of 6 Adhesive-Ba(*tA Hashu" FIGURE 7—INSTALLATION AT PENETRATION OPENING (NON -FIRE -RESISTANCE RATED) IOC- ES Evaluation Report ESR-1474 FBC Supplement* Reissued October 2014 This report is subject to renewal October 2016. www.icc-e§,2rq 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Councilo" DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 06 16 00—Sheathing DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION Section: 07 25 00—Water-Resistive Barriers/Weather Barriers Section: 07 27 00—Air Barriers REPORT HOLDER: HUBER ENGINEERED WOODS, LLC ONE RESOURCE SQUARE 10925 DAVID TAYLOR DRIVE, SUITE 300 CHARLOTTE, NORTH CAROLINA 28262 800) 933-9220 www.huberwood,com EVALUATION SUBJECT: ZIP SYSTEMO WALL SHEATHING 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that ZIP Systerne Wall Sheathing panels, recognized in ICC-ES master evaluation report ESR-1474, have also been evaluated for compliance with the codes noted below, Applicable code editions: 11 2014 Florida Building Code —Building 0 2014 Florida Building Code —Residential 2.0 CONCLUSIONS The ZIP System 0 Wall Sheathing panels, described in Sections 2,0 through 7,0 of the master evaluation report ESR-1474, comply with the 2014 Florida Building Code —Building and the 2014 Florida Building Code --Residential, provided the design provisions noted in the master report. and installation are in accordance with the International Building Code' Use of the ZIP System Wall Sheathing panels for compliance with the High -Velocity Hurricane Zone provisions of the 2014 Florida Building Code --Building and the 2014 Florida Building Code —Residential has not been evaluated, and is outside the scope of this evaluation report. For products failing Linder Florida Rule 9N-3, verification that the report holder's quality -assurance program is audited by a quality -assurance entity approved by the Florida Building Commission for the type of inspections being conducted is the responsibility of an approved validation entity (or the code official, when the report holder does not possess an approval by the Commission). This supplement expires concurrently with the master report, reissued October 2014 and revised August 2015. REMEMBOMMEMMEEM 1CC-AS kvahwoon Repi,,rs atw mw to be corn 'tru"d as relweseming crcwheots or am other uttrihwei noi specificalh- addi esNed, nor cit-c thei it, be consimed IMinendo'r,ement of the siddjeci of the r,roort,,r a i-ecomoicnekition for its useThen, t, no wtirmrirn hi /C( ' Etwhoj000 Set, ice, LIXI vapress or- implied, as 1w 1k1i Ioour finihng o,rather matie, in bws repoet. or as to am ptotluci covesed he the ieporl Copyright Q 2015 PageT.f 1 ICC-ES Environmental Report VAR-1012 Reissued September 2015 This report is subject to renewal September 2017. wvww.icc-es. ef 800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council COMPOSITES Section: 06 12 00—Structural Panels Section: 06 16 00--Sheathing DIVISION: 07 00 00—THERMALWA,'D MOISTVRE PROTECTION Section: 07 21 00—Thermal Insulation geQ44w.44 tWe-.-Owor Barriers Section: 07 27 00—Air Barriers REPORT HOLDER: ITMI)r 800) 933-9220 www.huberwood,com NW91IM1001 1.0 EVALUATION SCOPE Compliance with the following evaluation criteria: ICC-ES Environmental Criteria for Determination of Bio- based Material Content (EC102), dated March 2012. ICC-ES Evaluation Guideline for Determination of Source of Recovery, Extraction, Harvest and Manufacture for Materials or Products (EC114), dated March 2012 ICC-ES Environmental Criteria for Determination of Formaldehyde Emissions of Composite Wood and Engineered Wood Products (EC108), dated March 2012. ICC-ES Environmental Criteria for Determination of Certified Wood and Certified Wood Content in Products EC109), dated March 2012. Compliance eligibility with the applicable sections of the following green building rating systems, standards and codes: 2012 International Green Construction Code (IgCC) see Table 2 for details) 2013 California Green Building Standards Code CALGreen), Title 24, Part 11 (see Table 3 for details) National Green Building Standard (ICC 700-2008) see Table 4 for details) National Green Building Standard (ICC 700-2012) see Table 5 for details) LEED for Homes 2008 (see Table 6 for details) LEED v4 for Homes Design and Construction (see Table 7 for details) LEED 2009 for New Construction and Major Renovations (see Table 8 for details) LEED 2009 for Schools New Construction and Major Renovations (see Table 9 for details) LEED v4 for Building Design and Construction (BD+C) See Table 10 for details) ANSI/GBI 01-2010 — Green Building Assessment Protocol for Commercial Buildings (see Table 11 for details) AdvanTeche' (AT -Series) Sheathin Span, AdvanTech' AT -Series) Floor Span, ZIP System Roof Sheathing and T, ZIP System' Wall Sheathing are used for a variety of interior and exterior framing and sheathing applications, ZIP System' R-Sheathing panels are used as combination wall sheathing and continuous insulation in conventional wood -framed wall construction. 3.0 DESCRIPTION AdvanTech` (AT -Series) Sheathing Span and AdvanTecho AT -Series) Floor Span wood structural panels are Exposure 1 oriented strand board (OSB) panels manufactured with strands from a single wood species or a combination of wood species blended with an exterior -type adhesive system to comply with U.S. DOC PS-2 and the applicable [CC -ES report as indicated in Table 1- ZIP System 00 Roof Sheathing and ZIP System" Wall Sheathing wood structural panels are OSB panels with laminated, resin -impregnated, polymermodifiedsheet material manufactured to comply with U.S. DOC PS-2 and the applicable ICC-ES reports as indicated in Table 1. The panels are installed with ZIP Systemc) self -adhering membrane tape. The tape is outside the scope of this evaluation report. ZIP System`' R-Sheathing is an insulated sheathing 7 e' made by combining 1116-inch-thick ZIP System Wall ICC- Es I ificartn I "tI urtinne" Rep oa, are amad .'ido &c JCC-ES T AR Envumo-wa If, Thaw , epwt, are nw to be c "'tir-ed 'i" icy —icn1mg '1"'whefi ,"I IM; 111h au'thw o' y>r rifitall" addcs.wd, "0' a", M', to 1", conse, ed as an o,dotsemew of Me -bi"'I o/ the relaort or a 'vc wndattwz flxr a, rry-e_ .'here m 'w bt1( I:. uhrafic 1 So-- LLC eyress nr i,nplwd, - to am fmchng-l Ithl', 11taffi, rit th, r I ar to w an, produ, I ,,,t c,ed b1t fht Copyright @ 2015 N VAR-1012 I Most Widely Accepted and Trusted Page 2 of 6 Sheathing as described in ESR-1474 with a layer of 5.2 ICC-ES EC114. [Evaluation applies to IgCC Section maximum 1-inch-thick (25A mm) rigid foam plastic 505.2.5; CALGreen Section A5.405.1; ICC 700-2008 insulation laminated to the interior face with PVA adhesive. Section 608.1; ICC 700-2012 Sections 609.1, Refer to ESR-3373 for additional product description. 11.609.1 & 12,1(A).609.1; LEED Homes MR 2.2(c); 4.0 CONDITIONS LEED v4 Homes MRc3; LEED NC MR 5; LEED Schools MR 5; LEED v4 BD+C MRc3; ANSI/GBI 01- 4.1 Code Compliance: 2010 Section 10.1 A. 11, AdvanTeW' (AT -Series) Sheathing Span, AdvanTechO AT -Series) Floor Span, ZIP System`` Roof Sheathing, ZIP System' Wall Sheathing and ZIP System" R-Sheathing have been evaluated for compliance with the requirements of the International Codes as listed in Table 1 of this report. 4.2 Green Rating systems, standards and Code Eligibility: The information presented in Tables 2 through 11 of this report provides a matrix of areas of evaluation and corresponding limitations and/or additional project -specific requirements, and offer benefit to individuals who are assessing eligibility for credits or points. 5.3 ICC-ES EC108 [Evaluation applies to IgCC Section 806.1; ICC 700-2008 Section 901.4(6); ICC 700-2012 Sections 901.4(6) & 11.901.4(6); LEED NC EQ 4A; LEED Schools EQ 4.4; LEED v4 BD+C EQc2]. 5.4 ICC-ES EC109 [Evaluation applies to ICC 700-2008 Section 606.2; ICC 700-2012 Sections 606.2(2), 11,606.2(2) & 12.1(A).606.2; ANSUGBi 01-2010 Section 10.3.2.11. 5.5 Documentation establishing and documenting all major sources of primary manufacturing energy Evaluation applies to ICC 700-2008 Section 606.3; ICC 700-2012 Sections 606.3 & 11.606.3]. The final interpretation of the specific requirements of the 5,6 ICC-ES ESR-1474 documenting that .ZIP System Wall respective green building rating system, standard and/or Sheathing is equivalent to a code -prescribed water - code rests with the developer of that specific rating system resistive barrier [Evaluation applies to CALGreen or standard or the Authority Having Jurisdiction, as Section 5.407.1; ICC 700-2008 Section 602,9; ICC applicable. 700-2012 Section 602.1,81, Compliance with items noted as "Verified Attribute" is subject to any conditions noted in the tables- Decisions on compliance with those items noted as "Eligible for Points" in Tables 2 through 11 rests with the user of this report, and those items are subject to the conditions noted. The user is advised of the project -specific provisions that may be contingent upon meeting specific conditions, and the verification of those conditions is outside the scope of this report. Rating systems or standards often provide supplemental information as guidance. The information in this report, including the "Verified Attribute,,' is based upon the following supporting documentation: 5.1 ICC-ES EC102 [Evaluation applies to IgCC Section 505.2.4; CALGreen Sections A4.405.4 & A5.405.2; ICC 700-2008 Section 606.1(2); ICC 700-2012 Sections 606.1, 11.606.1 & 12, 1 (A).606. 1 ; ANSI/GBI 0 1 -2010 Section 10.1.2.2], 5.7 Refer to iCC-ES ESR-1474 for evaluation of the ZIP System Wall Sheathing as an air barrier assembly Evaluation applies to IgCC Section 605.1.2.1.1; ICC 700-2008 Section 703.2.1; ICC 700-2012 Sections 701.4.3.2, 11.701.4.3.2 & 12.1.701.4.3.1; LEED Homes EA 3; LEED v4 Homes EAc7]. E4 iI(lT t I+rt.I l AdvanTech@ (AT -Series) Sheathing Span, AdvanTech4 AT -Series) Floor Span, ZIP System`' Roof Sheathing, ZIP System' Wail Sheathing and ZIP System R-Sheathing products are identified with a stamp noting the manufacturer's name (Huber Engineered Woods, LLC) and address, the product name the manufacturing location, the ICC-ES evaluation report number (if applicable), and the name or logo of the inspection or grading agency. The report subjects are also identified on the product and/or packaging with the VAR Environmental Report number VAR-1012) and the ICC-ES SAVE Mark, as applicable. PRODUCT REPORT NUMBER/ REFERENCE STANDARD AdvanTech'' (AT -Series) Sheathing Span AdvanTeehR (AT -Series) Floor Span ESR-1785 ZIP System" Roof Sheathing ESR-1473 & ESR-2227 ZIP System'' Wall Sheathing ESR-1474 & ESR-2227 ZIP System' R-Sheathing ESR-3373 VAR-1012 I Most Widel Acce ted and Trusted Pacte 3 Of 6 TABLES 2 THROUGH 11 Section Possible AdvanTechLFdvanTech ZIP System ZIP System ZIP system Number Section intent Paints Conditions at Use to Quality Sheathinglaoring Root Wall R-Sheathing Sheattsing Shea€ping TABLE 2—SUMMARY OF AREAS OF ELEGIBILITY WITH 2012 INTERNATIONAL GREEN CONSTRUCTION CODE 5052.4 Sio-rased products N;A All Huher wood prcfouctss are qualified as No, based, Products shall be recovered", harvested, extracted & manufactured within a b0) mile 800 km} radius at the bulling site, Where only a portion of a material or product is recovered, harvested. extracted & manufactured within 500 miles (800 ken), only 5052.5 inci. enrnss materials PkJA that portion shall he included. rPlhse resources are transported b water as rail. the ? 9 p Po Y' C? C) distance to the building site snail be determined by multiplying She distance that the l1. resources are transperi;,ci by water or rail by 0.25, & arltl;ng that numbs,t to L1Se distance transported by means other than water or raal`' Install the system in accordance with the manufacturer's installation instructions a,-4605,1.2.1.1 Air barrier installation WA 3CC-EH evaluation report ESR-1474. ,0,//„%j/i ,Gf ,.r,i Herber wood structural parcels comply with US DOC PS 2 (See Table 4 of this report8061FormaldehydeemissionPdiA qb IDs and are exempt from formaldehyde emissions testing. TABLE 3—SUMMARY OF AREAS OF ELEGIBILITY WITH 2O13 CALIFORNIA GREEN BUILDING STANDARDS CODE Verify local products that are extracted, processed and manufactured vdltunA5.405.1 Regional materials 0 0 Q 4Californiaor500miles805kmofthejobsite' M A4.405 4 A5.4052 Bio--based materials All Huber wooed products are qualified as boo -based. 05 A4.405.4(3) Elective A4.465.4(5) Renewable scnarces Materials frrr?; renewalble ecxrr:,es fssush as engineered wat>d}05 A5.405.2-1 Certified Wood Under review by California Building Standards Commision3 NIA NtA N/A Nth NIA i ii // i ii3,407.1 Water-resistant exterior wall assembly Huber products prcvrc#a a water-resistant r;xiador wad envelop;. RAandato y4504.5 j / O 5 5fl4.4 5 Composite ovind product emissions EVVP products do not apply to the composite wood product dormfiana f ,/i i` ;',`',/r i l'ii yam/ ', /i / TABLE 4—SUMMARY OF AREAS OF ELEGIBILITY WITH THE NATIONAL GREEN BUILDING STANDARD (ICC 700-2008) 602.9 Water -resistive barrier Mandatory nstaa'.a a watez-resisitve harrier and/or drainage plan system behind exterior vender and/or siding. Two tytas of proposed materials are used, each for To earn 6 points proccets muss be. at toast 1 e of the construction material cosy AN 606.1(2) more than I % of the projects protected building 6 another iso-based product at 1 % of material cost must be used. 1 or 3 paints are 0 tnatarial cost available for greater than 0,5%. Two certified woad -teased prodimb are used for To earn 3 points a second certified wood product must also be used as a minor6062(1) minor elements of the building, each as all walls, 3 0 Os floors or root element-' Two redified wood -based products are used for To earn 4 points a second codified wood product must also be used as a major6062f2) major elements of the building such as at wails, 4 0 Os floors or roof element.' Materials are used for major components of the funding that are manufactured using a minvilium of 2 each To earn 6 points the products must be used for at least 3 major components of the66.3 33 i, of pnmary manufacturing proses energy derived from renewable sources, combustible washi 6 max building 2 paints may be earned when, used for each major component. sources. or renewable energy credits n = Eldgdtar, for points Verified attribute This provision does not apply to "a product Dote. Footnotes are located after Table 14. Section Possible AdvanTech AdvanTech Zip system ZIP System ZIP System Number Section Intent Points Conditions of flee to QualifySheathing Flooring Roof Wail R-shea#ping Sheathing Sheathing TABLE 4—SUNIMARY OF AREAS OF ELEGIEILITY WITH THE NATIONAL GREEN BUILDING STANDARD (ICC 700-2008) (Continued) 608.1 lndtgenous materialsO 2 each To Sam 2 points verify kxal products are originated, produced, grow naturally J 010maxoccurnaturallywithinSOflmilesr$OS km of job side` Insulation and air sealing is installed in acoordance with ail the fallowing, as 7032.1 Insulation and airsaviling 3 applic ibie: O15max1) third -party verification performed 15 pts, 2) no third -party verification performed 3 pts Structural plywood used for floor, wall, and/or roof sheathing complies with DOC PS 1 and/or DOG PS 2. OSB used for 111m a, wall, and/or reef sheathing 9014(1) complies with DOC PS 2. Panels are made with Mandatory To meet this a minimum of &5°'0 06 OSEi or plywood n he building must consist of 0 0 0 • rnoLstue-resistant adhesives oral the trademark Huber products oddcts. indicates the adhesives are, Exposure f or Exterior plywood) and Exposure 1 (OSB) 901. 4(6) dcan- ernstiing prr;ducis, whist can inrk:rda structural 4 A ruinimurn of 85% of product to line building are the iderriffued Huber products. t A 0 • ! s woodfraruirso TABLE 5—SUMMARY OF AREAS OF ELEGIDILITY WITH THE NATIONAL GREEN BUILDING STANDARD (ICC 700-2012) 602. 1 8 Water -resistive barrier Mandatory install a water -reeve barrier arv,/or drainage plan system behind exterior veneer anti/or iddin 606, 1(2) Two types o` brobasrid materials are used, each fair To earn 6 points products must be at least 1% of tire construction material cost AN 11. 605.1 {b) more than 1 f of the projects projected building 6 another ircc+based product at 1 f of material cost must be used. 1 or 3 points are t} 0 0 ip Or 12. 11A .606.1 material cost available for sealers than 0.5 f . 606. 2(1) Two certified wrxrd-based products are used for To earn 3 points a second certified wood product must also be used as a minor 11,606.2(1) minor elements of the building. such asall trim, 3 9 r^ a 12. 1 A},P,C)fi.1 cabineir , cx mtllvrtrrk element" 6062( 2) Two certified wood -based products are used for To earn 4 points a second certified wood productroust also be used as a major 11. 606.2Q) maims elements of the building, such as all waits, 4 Os I,). 606 2 fioors or roof e4emen?. Materials are used for major components of the 606. 3 building are manufactured using a rnninnum of 331 2 each To earn 6 points the products must be used for at least 3 major components of the 11 606 3 of primary manufacturing process energy derived 6 max building. 2 points may be, earned when. used for each major component, Js from renewable sources, combustible waste sources, or renewable energy credits To earn 2 points verity material Is produced, grows naturally. or occurs naturally within 500 miles {865 km) of the job site if transported by truck or 1500 miles (2414 2 each km)'if transported for at least 80 9 of the total distance by rail re water. Products the 609.1 Regional materials 10 max are assembled or produced from multiple raw materials qualify if the weighted O O average ( by weight or volume) of the dislan;e the raw materials have been transported meet the distance crdteria 701. 4.32 Insulation and air sealing is installed in accordance with all the following. as 11. 701.4.32 Insulation and air sealing 3 appiluabie: 0 O 121. 7fi1.4.3.1 15 max 1) third -party verification performed 15 pis, 2) no third -party verification performed 3 pis Structural plywood used for floor, wall, (armor roll sheathing complies with DOC PS 1 and/or DOC PS 901.4( 1) 2. OSB used. for final. wail, and/or roof sheathing 11.901. 4(1) complies with DOC PS 2. Panels are made with Mandatory To meet toss a minimum of 85°f of OSB or plywood in the building must consist of 12.1. 901.4(1 ) motstura-resistant adhesives &'he trademark Huber products indicates the adhesves are Exposure 1 or Exterior plywood) & Exposure 1 (036) 901 4( 6) Pdor%-emitting prrztiat-is, which can Include structural 11.901. 4bi' wood framing' Finintum of 851 io yrodvci in the building are the identified Huber p=oduots. O' Eligible for points e Verified attribute This provision does not apply to this product Note- Fcomoles are located after Table 11. VAR-1012 I Most Widely Accepted and Trusted Pa e 5 of 6 I zip system ZIP system section Section Intent Possible Conditions of Use to Qualify for Points AdvanTech AdvenTech Roof Wait ZIP system Number Points Sheathing Flooring R-Sheathing Sheathing Sheathing TABLE 6—SUMMARY OF AREAS OF ELEGIBILITY WITH USGBC'S LEER FOR HOMES 2008 EA 3 Air Infiltration 3 max To earn 2 or 3 points meet the air leakage requirements shown In Table 17 of in-- credit, as appikoude MR21 FSC certraird tropical wood 0 5 each To earn 0,5 point per component use FSC-cedified tropical wood' 2 2 2 2 2 8 max To earn points use products that are extracted, processed and manufactured within MR 22(c) Environmentally preferable products for roof, wall & 0 5 each 500 miles (805 km) of the file for a minimum of 90% (by weight orvigurris of the 0 0 0 floors, interior & exterior training 8streaming 8 max comes Went. TABLE 7—SUMMARY OF AREAS OF ELEGIBILITY WITH USGBC'S LEED v4 HOMES E7A7-7A,, Infiliteerrin 2 max ToIT. .m I or 2 points bared on air leakage rates determined by testing and 0 0 PAR FSC ciandaid tropical wood PrerequesIte All wood must be rionormical or certified by FSG or USGBC-approved equivalerdt 2 2 2 2 2 7p—bon 1 To earn points use framing that is extracted processe a, mane acturier within 100 miles (160 km} of the site for a minimum of 50% (by weight or volume) of 0 0 0 0 Enovonmentally preferable products for roof, wall 0.5 each MRc3 fuvccs: interior? exterior framing & sheathing 8 max Option 2 Use wood products certified by FSC or USGBC-approved inquivallenti 2 2 2 2 02 EQc2 Low i To earn I point use wood composite groducts conferring no -added urea- LL I ernitting materialsI fromr, * , , 0 0 TABLE 8--SUMMARY OF AREAS OF ELEGIBILITY WITH USGBC'S LEED 2009 FOR NEW CONSTRUCTION AND MAJOR RENOVATION MR 51 Regional materials 00% of content) I To earn 1 point usis products that are extracted, processed and manufactured within 13 0 500 miles (805 knit of the site for a minimum of 10% (by cost) of total materials R 52 Regional materials (20% of content) 2 value To Para 2 pornts; use armnimum of 20%' 0 0 0 0) To earn 1 point use a minimum 50% (based oil cost) of wood -based 2 2 2 2 2RCertifiedwoodI matereflailarodums cergfied to FSC requirements' EQ 44 I To earn I point use wood composite wood products containing noodded urea- Low emitting materials arrnaMeityde resins. TABLE 9—SUMMARY OF AREAS OF ELEGIBILITY WITH USGBC'S LEED 2009 FOR SCHOOLS NEW CONSTRUCTION AND MAJOR RENOVATION I'AR 5 1 materials (10% of content) 1 To earn I point use products that are extracted, processed and manufactured Withinse 0 0 0 0 MR 52 Rogionia! miles 1, 8)0 - -ine500miles (805 kno of the site for a minimunn of 10% (by cost) of total materials5 Ro., O. roil'i l2E%,f content) 2 value. To earn 2 ppmfl'fhi',e l", mimmurn of 20% rid . earn 5 0 0 0 0 To earn I point use a minimum50% (based on cost) of ,vend -based 2 2 2 2 2MR7CertifiedwoodI materillihorodups cenifigol to FSC reausemern, EQ 4.4 Low I To earn I pant use wood ownposifte wood products containing no -added urea- firridling materials formatdeh da resins. 5 TABLE 10—SUMMARY OF AREAS OF ELEGIBILITY WITH USGBC'S LEEK v4 BUILDING DESIGN AND CONSTRUCTION BD+C) MRc3 Sourcing of raw materials - ceoffication of new wood Option 2, Use wood -based matedids/produrts certified by FSC or USGBC-approved 2 2 2 2 2 products equirvalent" 0 Products meeting the requirements of MR,3 Option 2 may be s41gible for additional 0isov, b,""' MRc3 Sourcing of raw materials - source location N/A credit based on source location (extraction, manufacture and purchase point) based INNOWN lEQc2 2 11 o, ow emitting materials NElArn and lumber products do not apply to the composite wood product definisclil, IIIIral Eirgibie for points Verified attribute Thrs provision doe r not apply to ;his product Note. Footnotes are located after Table 11 VAR-1 012 1 Most Widely Acce led and Trusted Pa 6 of 6 Section Section Intent Possible Conditions of Use to Qualify for Points AdvanTech AdvanTech ZIP system Roof Systemzlp ysjat I ZIP System Number Points Sheathing Flooring R-stseathIngiIIIIIShaath3ngsheathing TABLE II —SUMMARY OF AREAS OF ELEGIBILITY WITH ANSI/GBI 01-2010 — GREEN BUILDING ASSESSMENT PROTOCOL FOR COMMERCIAL BUILDINGS 101,2,2 Biobased Products - building assemblies 7 max All Huber wood products are quaiffied as brobased 05 To earn credits use products that are extracted, processed and hainufacturedwrififin r/ 10A,4,1 Regional Materials - building assemblies 5 max 500 miles (805 km) of the site for a minimum of 90% (by weight or volume of the 0 0 0 0 01" cornporecr." 10,321 Certified wood 6 max Between 10% and 60% or more of wood -based products used in, the building are 4thirdpartycertified. Ehgjhle for pointsn" ts"I"a Verified attributemffrilattribute To', pirric"binThisprovision diver not apply to the; product Footnotes: , Certification is raqulred of the manufacturer only. candor Chain of Crisiody is not required to quality for this point 2Forest certification credit for LEER 2009 resources FSC exclusively and for LEED v4 resources either FSC or USGBC-approved equivalent Contact USGBC for a list of approved equivalent programs, CG8SC recognizes rmocItancp of use of caddied forest products however the specific requirements are currently under development, This area is net be confused with the provisions of EQ 44 in LEED (Table 4) because the California Air Resources Board {CARS) does not regulate engineered wood product emissions Eligibility applies only to the wood -based sheathing portion of the panel Regional material calculations based of, protect location provided by Huber ultion requieh N/A = Not applicable C® Evaluation Report ESR-1474* Reissued September 1, 2012 This report is subject to renewal October 1, 2014, www.ice-es.org 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the h7temational Code Couricito DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 06 16 00—Sheathing DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION 19W?Q7W Barriers Section: 07 27 00—Air Barriers 800) 933-9220 Aww.huberwood.coLii ZIP SYSTEMO WALL SHEATHING 1.0 EVALUATION SCOPE Compliance with the following codes: a 2012 and 2009 International Building Code (IBC) 19 2012 and 2009 International Residential Code (IRC) 9 2012 and 2009 international Energy Conservation Code (IECC) Properties evaluated: Weather resistance Air leakage 2.O USES ZIP System` Wall Sheathing panels are used as combination wait sheathing, air barrier, and water -resistive barrier. This report recognizes the use of ZIP Systerno Sheathing, when installed With ZIP SySteMT1,1 flexible Hashing seam tape, in walls of Type V construction (IBC) and dwellings under the IRC, and as an alternate to the water -resistive barrier required in Chapter 14 of the IBC and Chapter 7 of the IRC, and to the air barrier required by Sections R402.4 and C402.4.11 of the 2012 IECO, or Sections 402A.1 and 502.4.3 of the 2009 JECC. fflmffl 3,1 Sheathing Panel: The ZIP Systemo Wall Sheathing panel is an OSB wood structural panel having a laminated exterior facer. The Exposure 1 OS8 complies with US DOC PS 2 for wood Sh'00)(8i panels. The exterior facer is a medium -density, phenotic-impregnated, polymer -modified sheet material qualifying as a Grade D water -resistive barrier in accordance with the IGG-ES Acceptance Criteria for Water -resistive Barriers (AC38). The panels are nominally 4 feet wide by 8, 9, 10, 11 or 12 feet long and have a square -finished -edge or machined -edge profile, When tested in accordance with ASTM E96 (water method), the polymer-modfifled sheet overlay has a minimum vapor permeance of 12 perms (68,6 X 10"' kg/(Pa_S_M2 ). Equivalent Water Vapor Transmission rate (WVT) of the polymer -modified sheet overlay is 83A 9/(24h- (112) when tested at 73.4°F (23"C). The water -resistive barrier, and air barrier properties of the ZIP System"o Wall Sheathing Panels are not affected when the panels are manufactured to comply as facing materials for SIPS In accordance with Section R613.3.2 and Table R61112 of the 2009 IRC. The ZIP System'"" seam tape Is a self -adhering membrane tape consisting of acrylic adhesive laminated to a polyolefin backing. The tar is 0.012 inch (0.30 mm) thickwithaminimumwidthof3 /4 inches (95.2 forn), and comes in rolls of various lengths. 4.0 INSTALLATION 4.1 General: Installation of ZIP SystenrO Wall Sheathing panels must comply with the applicable code, this report and the manufacturer's published installation instructions. The manufacturer's published installation instructions must be available at the jobsito during installation, 4.2 Application: 4.2.1 General: The ZIP Systems Wall Sheathing panels must be attached to wall framing in accordance with the applicable code for wood structural panels, and in compliance with their panel span rating. The panels Must be installed with the polyrner-modified sheet overlay facing the exterior. In accordance with the manufacturer's published installation instructions, it is recommended that the Square edges of the panels be Installed with a gap between adjacent panels and separating the panels from dissimilar materials. All ZIP Systerno Wail Sheathing panel seams must be sufficiently scaled with ZIP System seam tape. All overlay surfaces must be dry and free of sawdust and dirt prior to application of the ZIP System' sears tape, The ZIP System"' seam tape must extend a minimum of Revised October 2013 ICC E'S Emil lion Reports ere not to he ronstrued 03 reprelenting elesitietics orany other o(oiloors not _,pCCff4'o14, oddrrssr(l, nor ore itiry to be consented "T as an a ofthe -1 uh/cofthe report or a rcelonniradation for ire ose to fur)-joiffing or other mutter in this report, or as ioant' po<boi roicieJ ley the report. Copyright OL 2013 ESR-1474 I Most Widely Accepted and Trusted Page 2 of 6 I inch (25.4 rum) past the panel edge T-joint intersections and must be centered within 112 inch (12,7 mill) over the middle of panel searns. The tape Must be pressed firmly to adhere to the surfaces and seal the seams, Wrinkles in the ZIP SysterriTI-1 seam tape are acceptable unless they create a leak path to the panel seam. 4.2.2 Flashing: Flashing complying with the applicable code must be installed at the perimeter of door and window assemblies, penetrations and terminations of exterior wall assemblies, exterior wall intersections with roofs, chimneys, porches, docks, balconies, and similar projections, and at built-in gutters and similar locations where moisture could enter the wall, An adhesive -backed flashing tape recognized In a current ICC-ES evaluation report must be installed to seal all ZIP Systerno Wall Sheathing flashing joints. Penetration Items, must be sealed to the panels. The adhesive -backed flashing tape must comply with the ICC-ES Acceptance Criteria for Flashing Materials (AC148) and must be installed in accordance with the manufacturer's published installation instructions, See Figures 1 through 7 of this report for typical flashing, water -resistive barrier and air barrier assembly installation details. 4.2.3 Air Barrier Assembly: ZIP Systemo Wall Sheathing fastened to maximum 24-inch-on-center 610 mm), wood wall framing, using 6d nails spaced at 6 inches (152 rnm) around panel edges and at 12 inches 305 mm) in the field, leaving a 1/8-inGh (3,18 mm) gap between panels, forms an air barrier assembly when the gaps between panels and the perimeter of penetrations are sealed with ZIP System"' seam tape as required by Section 4.2,1, The assembly has demonstrated 2 a maximum air leakage of 0.0072 cfrri/ft2 t0.037 U(sml )] infiltration and 0.0023 Cfol1ft2 [0,012 L/(s-m2)] exfillrafion at a pressure differential of 1.57 psf (75 Pa), The ZIP Systerno Wall Sheathing panel described in this report complies with, or is a suitable alternative to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 51 This evaluation report and the manufacturer's published installation instructions, when required by the code official, must be submitted at the time of permit application, 5.2 The ZIP System® Wall Sheathing panels must be manufactured, identified and installed in accordance with this report and the manufacturer's published installation instructions. In the event of a conflict between the instructions and this report, this report must govern. 5.3 The ZIP System` Wall Sheathing panels must be covered with a code -complying exterior wall covering, or one that is recognized in a current ICC-ES evaluation report, 5.4 The OSB sheathing must comply with US DOC PS-2. 5.5 Fire -resistance -rated construction is outside the scope of this report, 6.0 EVIDENCE SUBMITTED 6A Data in accordance with the ICC-ES Acceptance Criteria for Water -resistive Membranes Factory - bonded to Wood -based Structural Sheathing, Used as Water -resistive Barriers (AC310), dated May 2008 editorially revised June 2013). 6.2 Air leakage data in accordance with ASTM E2357, 7.0 IDENTIFICATION Each ZIP System` Wall Sheathing panel described in this report must bear a label that includes the manufacturer's name (Huber Engineered Woods LLC), the product name, nominal panel thickness, the evaluation report number ESR-1474), and the words "Mill 229, Crystal Hill, Virginia"; Mill 228, Easton, Maine"; "Mill 227, Commerce, Georgia"; or "Mill 290, Broken Bow, Oklahoma," Tile OSB sheathing must also bear a label demonstrating compliance with US DOC PS 2 from an approved inspection agency. The ZIP SystomT11 seam tape roll must be labeled with the ZIP System Wall logo and the evaluation report number ESR-1474 (see Figure 8). ESR-1474 I Most Widely Accepted and Trusted c Tax visor foltv OR DLL_ MUNOKC00AND10 BY RASKw Vk4JF1,CTQMR rf A0111-WA _"'Z"" All URAfHt1u HEADER SECTION FIGURE I —TYPICAL CROSS SECTIONS OF FLANGEO WINDOW EMS= ESR-1474 I Most WidolyAccoptedand Trusted Page 4 of 6 SILL SECTION HEADER SECTION WON JNAO iP SYSTEM' WAU SHEATHWO FlASHNG IAPE: CAUXING R(XIGH Ce04:NG I LON-WLSWK MWXTHOE FOAM ESR-1474 I Most Widely Accepted and Trusted Page 5 of 6 ZIP,SYSTEMTII WALL SHEATHING WALL FRAMING ADHESIVF -BACKED FLASHING TAPE METAL FLASHING FLASHING FASTENER AL+iESIVE-BACKED FLASHING TAPE ROOF UNDERLAYMENT (FELT) f— ROOF SHEATHING FIGURE 3—ROOF-WALL INTERSECTION (OPTION 1) i rl-4 ow f mmimqW, FIGURE 5,—TYPICAL WALL -SILL INTERSECTION AND FLASHING DETAILS FOR BRICK SIDING ZIP SYSTEMT11 WALL SHEATHING WALL FRAJANG ADHESIVE-8ACKED FLASHING TAPE FLASHING FASTENER COUNTER FLASHING BASE FLASHING FLASHINO FASTENER ADHESIVE -BACKED FLASHING TAPE ROOF UNDERLAYWNT (FELT) ROOF SHEATHING FIGURE 4—ROOF-WALL INTERSECTION (OPTION 2) Hm FIGURE 6—TYPICAL WALL -SILL INTERSECTION AND FLASHING DETAILS FOR LAPPED SIDING ESR-1474 I Most WidelyAccopted and Trusted Page 6 of 6 Adhesive -Backed Flashing Tape FIGURE 7—INSTALLATION AT PENETRATION OPENING (NON -FIRE -RESISTANCE RATED) FIGURE 8—LABELING FOR THE ZIP SYSTEM SEAM TAPE ROLL ICC-ES Evaluation Report ESR-1474 FBC Supplement" Reissued September 1, 2012 This report is subject to renowal October 1, 2014. 101,1111 DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 06 16 00—Sheathing DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION Section: 07 25 00—Water-Rosistive Barriers[Weather Barriers Section: 07 27 00—Air Barriers HUBER ENGINEERED WOODS, LLC ONE RESOURCE SQUARE 10925 DAVID TAYLOR DRIVE, SUITE 300 CHARLOTTE, NORTH CAROLINA 28262 800) 933-9220 www.huberwood,com EVALUATION SUBJECT, ZIP SYSTEM' WALL SHEATHING 1,0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to Indicate that ZIP System' Wall Sheathing panels, recognized in ICC-ES master evaluation report ESR-11474, have also been evaluated for compliance with the codes noted below. Applicable code editions: 2010 Flodda Building Code —Building 2010 Florida Building Code —Residential 2.0 CONCLUSIONS The ZIP System' Wall Sheathing panels, described in Sections 2.0 through 7.0 of the master evaluation report ESR-1474, comply with the 2010 Florida Building Code —Building and the 2010 Florida Building Code—Rosidontial, provided the design and installation are in accordance with the International Building Code provisions rioted in the master report. Use of the ZIP System Wall Sheathing panels for compliance with the High -Velocity Hurricane Zone provisions of the 2010 Florida Building Code --Building and the 2010 Florida Building Code —Residential has not been evaluated, and is outside the scope of this evaluation report, For products falling under Florida Rule 9N-3, verification that the report holder's quality assurance program is audited by a quality assurance entity approved by the Florida Building Commission for the type of inspections being conducted is the responsibility of an approved validation entity (or the code official when the report holder does not possess an approval by the Commission). This supplement expires concurrently with the master report reissued September 1, 2012, revised October 2013. Revised October 2013 A C hS Evaluation Repo,is are nof to he rsots?racd as represrtainx acsehelics or any othermodnocs not spj-c fjrap), arlrlre.serf, rror are ncvy to 1,5e construce - as at? entlorscoacto Of1he subject of the report or a Ycconoto,ailotionfo, its use, There is no llalranl 111"'!1Iiathisreport, or as lo(otyprodurt report, 1)), JCC Eis7havion Seri ice, LLC, axpeess or irnpllra`,a jtj text Copyright (D 2013 Pago I of 1 02 ZIP Systems' Sheathing Installation On Roofs 03 ZIP System" Tape Installation - Roof Panel Seams 04 ZIP System" Tape Installation - Roof Panel Seams (continued) 05 Roof Covering Installation Instructions 06 ZIP System" Roof & Wall Sheathing Installation 07 ZIP System" Tape Installation - Panel Seams ATTENTION: This installation guide is intended to provide general information for the designer and end user. The following guidelines will help you safety and property install the ZIP System' Roof & Wall wall sheathing. We urge you, and anyone installing this product, to read these guidelines in order to minimize any risk of safety hazards and to prevent voiding any applicable warranties. This manual is a general installation guide and does not cover every installation condition. Proper installation shall be deemed to mean the most restrictive requirement specified by Huber Engineered Woods (HEW), local building code, engineer or architect of record or other authority having jurisdiction. You are fully and solely responsible for all safety requirements and code compliance. For additional information contact Huber Engineered Woods LLC. ZIP Systems Roof & Wall Sheathing Safety Guidelines Follow all OSHA regulations and any other safety guidelines and safety practices during installation and construction. Use approved safety belts and/or harnesses orotherfall protection equipment. Install ZIP Systern panels and tape only in dry conditions and on dry surfaces. Do not install in rain, snow, frost or other slippery conditions. Wear rubber -soled or other high -traction footwear while installing ZIP System sheathing in a roof application. Do not wear footwear with worn soles or heels. Ensure the roofing surface is free from oil, chemicals, sawdust, did, tools, electric cords, air hoses, clothing and anything else that might create a tripping hazard. Install temporary toe boards along the ZIP System sheathing roof surface. What Is ZIP System' Roof & Wall Sheathing? ZIP System Roof & Wall sheathing is code -recognized as a wood structural panel, roofing underlavmont (ICC-ES ESR-14731, water -resistive barrier and air barrier (ICC-ES ESR-1474). ZIP System Roof & Wall sheathing ties a built-in moisture barrier that lets you say good-bye to building paper or housewrap on the walls and felt paper on the roof.* Simply install the panels, tape the seams, and you have a structural wall sheathing, water - resistive barrier and air barrier or a structural roof sheathing and roofing underlayrnent all from one product, FASTER. TIGHTER. ENERGY EFFICIENT. 08 ZIP System'' Roof & Wall Sheathing - Window Installation Flanged Windows & Brick Mould Windows 09 ZIP Systems Roof & Wall Sheathing - Window Installation Brick Mould Windows (continued) 10 ZIP System,-` Roof & Wall Sheathing - Penetration Openings 11 ZIP SystenYv Roof & Wall Sheathing Installation Details 12 ZIP System(, Roof & Wall Sheathing Installation Details (continued) ZIP System Roof & Wall sheathing can be used with a range of exterior claddings and roof coverings, Approved wall coverings include brick, vinyl, stone, wood fiber cement, wood and cedar shakes, traditional hard coat stucco and specified drainable EIFS applications, however it is not recommended for use with adhesively attached EIFS. Approvedpproved roof coverings include asphalt -fiberglass shingles, metal tiles and panels, clay and concrete tiles, slate and slate -type shingles and wood shakes and shingles. Follow all cladding and roof covering manufacturer's installation instructions, ZIP System Roof & Wall sheathing can be used on buildings of Type III (Roof Applications ONLY) and Type V construction and construction permitted under the IRG. ZIP System, Roof & Wall Sheathing Includes: ZIP System sheathing panels with built-in moisture barrier with preprinted fastening and tape guides ZIP System tape Storage and Handling Set panel stack or) three supports (stickers) to keep off the ground_ Outdoors, cover panels loosely with waterproof protective material. Anchor covers on top of the stack, but keep away from sides and bottom to assure good air circulation. In high moisture environments, cut banding on the panel stack to prevent edge damage. ZIP Systern Roof & Wall Sheathing Notes and Limitations: Do not use on roofs with slopes less than 2112, Do not use abutted against general stone or masonry without providing a minimum of a 112" gap. Do not install ZIP System tape in temperatures less than 20" F ZIP System products are not recommended for manufactured housing applications that are built under a federal building code administered by the U.S. Department of Housing and Urban Development (HUD). Do not use panel edge clips (H-Clips) with ZIP System Roof & Wall sheathing without expressed written approval from Huther Engineered Woods," Do not use ZIP System tape to permanently seal around circular roof projections ((plumbing vents, pipes, curved walls, etc.) Contents (continued) Wall Coverings ZIP System Roof & Wall sheathing should be covered with the finished roof covering or exterior cladding within 180 days of installation. Finished roof and exterior cladding products should be installed per the manufacturer's installation instructions. Per the recommendation of the Western Red Cedar Lumber Association and the U.S. Forest Products Laboratory, wood siding should be primed before installation. When original roofing or claddings are removed and replaced on existing ZIP System sheathing, the roof or wall should be covered with an additional roofing underlayment or water resistive barrier prior to installation of the new finished roofing or cladding. Note: In cladding systems requiring multiple layers of water -resistive barriers, like traditional hard -coat stucco, ZIP System sheathing is intended only to replace the first layer. Wet Blown Cellulose Insulation In addition to following manufacturer installation instructions. we recommend a maximum moisture content of the cellulose of less than 25%. measured at the inside surface of the ZIP System panel before closing the wall cavity. Secondary Coatings Do not apply secondary coatings or treatments to ZIP System Roof & Wall sheathing panels with the exception of the following: HEW approved fire resistant coatings. Fire resistant coatings must be tested and approved by HEW for use with ZIP System panels. Field applied water-soluble borate insecticide or fungicide treatments applied to the non overlay side of the panel. See technical tip. "Termite Treatments on ZIP System Roof & Wall Sheathing," on zipsystern.com for more information. Permeable laminated radiant barrier foil or paint. For a radiant barrier foil at, coating to be considered permeable, it must have at,, applied permeance of five perms or greater as tested by the ASTM E 96 wet cup standard. For a radiant foil, the pen-neance evaluation would include any adhesive and/or backer used to laminate, a foil. For a radiant, partlicoating, the perrheance evaluation should be conducted at the applied thickness of the paint/coating. ZIP Ssem Roo! and Wall -1he_-i1ri,,),tiny:- 1 replacesoril the lave, in rrOh-iinoera—rent vsrems Edge Support is not receired by Coca with 1/2 (32,16 span ravd) and ditl i40 2.0 scan rateol performance category sheathing if the frarnmQ ottee not exceed 24' G.C_ and the total Idea does net exceed 93 po 4o, V` and 156 psfor 5'8 pedc-mance; _iregciries, ?his is dosed ori 1-180 defitmiar, mreia tor.oral load. ZIP System- Roof & Wall Sheathing Installation Manual NN ZIP SystemO Sheathing Installation on Roofs Overview: ZIP System Roof & Wall sheathing is composed of ZIP System panels and ZIP System seam sealing tape. ZIP System Roof & Wall Sheathing panels should be fully installed before the seam sealing tape is applied. In general, the ZIP System roof sheathing panels should be installed from the lowest point on the roof to the highest, It is at the discretion of the installer whether to apply tape from the top down or from the bottom up. However, working from the highest sections of the roof and working flown will minimize foot traffic on the tape. The following installation steps are [)resented as guidelines and a general outline of the installation process. These are manufacturer installation recommendations — please visit zipsystorn,com for a library of flashing and installation details. You are fully and solely responsible for all safety requirements. Good construction and safety practices should be followed at all times. Step 1. Ensure that the panel surface is dry and clean of any nails, sawdust, or other debris or protrusions prior to installing or walking on the panels. After ensuring compliance with all OSHA and local code safety guidelines, install ZIP System sheathing panels with the moisture barrier surface facing outside. The long edge (8') should be oriented perpenotcular to the framing members, and panels should be installed with the 4' edge seams staggered a minimum of 24", 1/8" spacing between square edges of all adjacent panels is recommended, in accordance with industry standards for wood sheathing. ""Tongue & Groove panels are designed to self -space and do not require manual spacing on the 8' edges.) Step 2, Ensure that ZIP System panels span at least three framing members and a framing member supports the entire 4' edge of the panels. Fasten the ZIP Systern Roof & Wall sheathing panel to the framing members with code approved fasteners spaced at the appropriate edge and intermediate spacing. It is the responsibility of the general contractor to verify proper fastener type and spacing prior to installation. Apply the faslonors 3/8" from the panel ends and corners. An ideal installation would be where fastener heads are flush with the panel surface. However, due to variations in materials and limitations on equipment. this may be difficult to achieve in some situations. It is not required to tape over overdriven fasteners unless the fastener head creates a hole through the entire panel thickness. Please see the technical tip, "Overdriven Fasteners in ZIP System Roof and Wall Sheathing," for more Information. Step 3, Install temporary too boards as necessary when applying the ZIP Systorn sheathing panels up the slope of the roof planes, 8'Panel Edges 4'Panel Edges 1181 1,8, The untqUo edge profile is Maintain 1 8" space designed to accommodate where 4' edges meet. incremental panel Unique edge profile is on expansion and does not 8' edges only, require manual gapping along the 8' edges. Apply ZIP System tape after all ZIP System Roof & Wall sheathing panels are fully fastened to roof -framing members. Only ZIP System tape should be used to seal the seams of ZIP System panels, Ensure that the panel surfaces are dry and free of any nails, sawdust and other debris, or protrusions, Avoid stepping on tape in high temperature environments, ZIP System tape is a contact tape that requires pressure for an adequate seal. Step 1. Apply ZIP System tape to every vertical and horizontal panel seem. It is at the discretion of the installer whether to apply tapt, from the top down or from the bottom up. However, working from the highest sections of the roof and working down will minimize foot traffic on the tape. Ensure that the tape is centered over the seam within +/- 11/2" to provide adequate coverage and to ensure that wrinkles in the tape are minimized. Ensure that tape lengths are continuous across the 8' horizontal edge of the panels. If splices are unavoidable, create an overlapping splice of at least 3". Apply moderate pressure onto the surface of the tape, to ensure a secure bond between the panel and the tape. Use ZIP System tape gun or tape roller to apply pressure to the tape and smooth out any wrinkles. Take special care to remove any voids andl`or trapped air at splice areas and T-joints. Step 2. For valley areas of framing, we recommend you use 6" wide ZIP System tape, This tape is wider than panel seam tape and is designed to give you optimal protection in valley areas. Starting from the bottom and working your way up, apply one continuous piece of 6" tape so that the center of the tape is over the valley seam. Use the tape gun or tape roller to apply pressure to the tape to ensure proper contact with the panel and to eliminate any wrinkles that might have occurred in the tape. Take special care to seat tape completely into the valley. Note: It is important to pay extra attention to valley taping as water is directed toward the valleys during rain events. Self -adhering ice and water barriers may be required by code. ZIP System tape is not considered a replacement for self -adhering ice and water barriers, Therefore, when self -adhering ice and water barriers are required, they should be installed in addition to ZIP System tape. ZIP Syslerri Roof & Wall Sheathing Installation Manua! MIM ZIP System" Tape Installation - Roof Panel Seams (continued) Step 3, If 6" ZIP System tape is not available, use two continuous pieces of 3,75" ZIP System panel searn tape over the, entire length of the valley seam, overlapping the. ,)faces on the valley scam by at least 1 Starting from the bottom, install the first piece of tape overlapping the valley seam by at leas! 1 ", Use the tape gun or tape roller to apply pressure to the tape to ensure proper contact with the panel and to eliminate any wrinkles that might have occurred in the tape. Apply the second piece of tape, overlapping the firs' piece in the valley seam by V, Repeat use of the tape gun or roller to make sure the tape is adequately adhered and lightly pressed into the valley seam. Note: It is important to pay extra attention to valley taping as water is directed toward the valleys during rain events. Self -adhering ice and water barriers may be required by code. ZIP System tape is not considered a replacement for self -adhering ice and water barriers. Therefore, when self -adhering ice and water barriers are required, they should be installed in addition to ZIP System tape. To provide temporary weather protection to roof/wall intersections of dormers or other wood -sheathed projections, apply 2" of the tape width up the vertical projection from where it intersects with the roof. The rernaining tape width can be adhered to the ZIP System roof sheathing panels. Use the tape gun or tape roller to apply pressure to the tape and smooth Out any wrinkles. Step 5. Install ZIP System tape over hips and ridges by centering the tape over trio peak scam. Apply tape in sufficient length to completely extend the length of the hip or ridge. Starting from the lowest point of the hip and working up, press tape into place keeping tape centered over the hip. Apply moderate pressure onto the surface of the tape to ensure a secure bond between the panel and the tape. Cut ridge tape as required for ventilation prior to installing ridge van,,. Step 6, Tape over toe board nail holes once the toe boards are removed, working from the highest toe boards to the lowest. Fii,st piece of tape. I" overlap Second raece of tape W ZIP System Roof & Wall sheathing is a code recognized sheathing and underlayment and is approved for use with the following roof coverings: Asphalt -fiberglass Shingles Metal Roots (shingles and panels) Clay Tile Concrete Tile Slate and Slate -type Shingles Wood Shingles Wood Shakes When installing roof coverings, follow applicable codes and manufacturer's suggested instructions. Some roof coverings require a slip -sheet in addition to conventional underlayment. Where slip -sheets are required, they should be installed over ZIP System sheathing panels. Note: Visit zipsystem.com for updates and installation details. asphalt -fiberglass Shingles Apply asphalt shingles directly to ZIP System sheathing. For roofs with a slope of 2/12 or greater but less than 4/12, additional underlayment may be required. Install asphalt -fiberglass shingles according to applicable code; and manufacturer's installation instructions. Metal Roof Coverings Metal roof coverings may be applied to ZIP System sheathing provided that the roof covering manufactrrer's installation instructions and applicable codes are followed. Fasteners used to secure the ZIP System Roof & Wall sheathing panels to supporting framing must be compatible with the specific metal roof covering used. Galvanized fasteners shall be used with galvanized roof coverings, aluminum -zinc coated fasteners shall be used with aluminum -zinc coated roof coverings and 300 series stainless steel fasteners shall be used with copper roofs. Stainless steel fasteners are acceptable with all metal roof types. In addition, metal roof flashing shall also be made of a material compatible with the specific metal roof covering used. Apply metal shingles on roofs with slopes of 3<12 or greater. Clay and Concrete Tile Roof Coverings ZIP System Roof & Wall sheathing is intended to replace the first layer in a two -layer or multi -layer underlayment system. When installing clay or concrete the roof coverings, follow the installation recommendations of FRSNTRi 07320, Install file roofs according to applicable codes and manufacturer's installation instructions. Slate and Slate -type Shingles Apply slate and slate -type shingles on roofs with slopes of 4r'12 or greater. Install slate and slate -type shingles according to applicable codes and manufacturer's installation instructions. Wood Shingles ZIP System Roof & Wall sheathing is intended to replace the first layer of underlayment required by the IBC and/or the IRC. Additional layers of underlayment may be required by code depending on the local climate. Apply wood shingles on roofs with slopes of 3/12 or greater. Install wood shingles according to applicable codes and manufacturer's installation instructions. Wood Shakes ZIP System Roof & Wall sheathing is intended to replace the first layer of underlayment required by the IBC and/or the IRC. Additional layers of underlayment may be required by code depending on the local climate. ZIP System roof sheathing is not to be construed as a replacement for lnterlaynFent. Apply wood shakes on roofs with slopes of 4/12 or greater. Install wood shakes according to applicable codes and manufacturer's installation instructions. ZIP Systems Roof & Wall Sheathing Installation Manual AS ZIP System"' Sheathing Installation on Walls Overview: ZIP System Roof & Wall sheathing is composed of ZIP System panels and ZIP System seem sealing tape. ZIP System' Roof & Wall Sheathing panels should be fully installed before the seam sealing tape is applied. The following installation steps are presented as a general outline of the installation process. These are manufacturer installation recommendations —please visit zipsystom.com for a library of flashing and installation details. You are fully and solely responsible for all safety requirements. Good construction and safety practices should be followed at all times. Step 1. Install ZIP System Roof & Wall sheathing panels positioned with the water -resistive barrier facing outside. The panels may be installed with the long side of the panel oriented either horizontally or vertically to the framing members. Walls that are designed to resist lateral shear forces and sheathed with wood structural panels typically require solid framing or blocking behind all panel edges. If oriented horizontally, block horizontal joints if wall is designed for bracing or as a shear wall, 1/8" spacing between square edges of all adjacent panels is recommended in accordance with industry standards for wood sheathing installation. 8' Panel Edges PariellEdges, 4'Panel Edges the unique edge profile is designea to accommodate incremental panel expansion and does not tequi;o, manual gapping along the 8' edges.' Step 2. Fasten the panels to the framing members with code approved fasteners. Space fasteners 6" o.c. along supported edges and 12" o.c. at intermediate supports, unless otherwise specified by local code or the designer of record. It is the responsibility of the general contractor to verify proper fastener type and spacing prior to installation. Apply the fasteners 3/8" from the ends and corners. An ideal installation would be where fastener heads are flush with the panel sunace. However, due to variations in materials and limitations on equipment, this may be difficult to achieve in some situations. It is not required to tape over overdriven fasteners unless the fastener head creates a hole through the entire panel thickness. Please see the technical tip "Overdriven Fasteners in Zip System Roof and Wall Sheathing," on zipsystern,com for more information. Maintain "a" space where 8' panel edges meet 4' panel edges. Unrqie edge profile does not provide he full 1,8" recommended space in this situation.' M Maintain 1/8" space where, 4' edges, meet. Unique edge profile is on 8' edges only.' ZIP System" Tape Installation - Wall Panel Seams Apply ZIP System tape after all ZIP System Roof & Wall sheathing panels are fully fastened to wail -framing members. Only ZIP System tape should be used to seal the searns of ZIP System panels. Ensure that the panel sufface is dry and free of sawdust and dirt prior to taping, ZIP System tape is a contact tape that requires pressure for an adequate seal. Step 1. Tape all seams using ZIP System tape, Ensure that the tape is centered over the seam within +/- 112" to provide adequate coverage and that wrinkles in tape are minimal. Use the ZIP System tape gun or roller to apply pressure to the tape and smooth on, any wrinkles. Step 2, Wherever tape splicers occur at a horizontal or vertical seam, create an overlapping splice of at least 3", At T-joints, the tape pieces should overlap by at least I". Apply moderate pressure onto the surface of the tape to ensure a SeCUre bond between the panel and the tape. Use the ZIP System tape gun or roller to apply pressure to the tape and smooth out any wrinkles. Take special care to remove any voids and/or trapped air at splice areas and T-joints. Step 3. Tape inside and outside corner seams. Note: Tape over any areas of the panel or tape that are damaged during construction. ZIP System' Roof & Wall Sheathing Installation Manual 08 m Installation DISCLAIMER: the follesvi. g steps re esent e _e r avervrew fe r e prop t w ns-aloto w vA ny. Pl c desert onsultSystemthe :n„allati, , instruc., ns of you window manufacrur - as well as code eali _nn nts yow junsoiciion is f_Jl instaiatior clsta ls. t. Fasten the ZIP Sustern sheathing I to the wood frame and install v ZIP System tape to all wall panel I seams. as detailed in sections 02 and 03. Ili II l u. 2, ZIP System tape may be used as pan flashing if installed in accordance with flanged window installation details posted on zipsystem.com,v Other adhesive -based flashing tapes (must meet CC -ES Acceptance. Criteria for Flashing Materials AC148)) may be used as pan flashing it installed per ASTM 2112-07, Apply the flashing to cover the bottom of the opening; overhanging onto the - sheathing by at least 2" and extending a minimum of E" up each jamb. Apply sealant around inside face of mounting flange. Sealant must be gapped at the sill to permit drainage. Install and level window per manufacturer's installation instructions. Verify sealant compatibility with window manufacturer. When using ZIP System tape as pan flashing, butyl, 100oc, silicone or polyurethane sealants are acceptable, no not use latex or other water - based sealants. 4. Cut two pieces of ZIP System tape or another adhesive -backed flashing tape (must meet ICC- ES Acceptance Criteria for Flashing Materials AC148)) and apply to each of the window jamb flanges, ensuring the jainto flashings overlap the sill flashing. Once the tape is in place, use the tape gun or roller to seat the flashing to the sheathing. 5. Gut a length of ZIP System tape or another adhesive -backed flashing tape (must meet ICG- ES Acceptance Criteria for Flashing Materials AC148)) and apply to the heavier, ensuring that the flashing overlaps the jamb flashings.' t, y. 0ince the tape is in place, use the tape gun or roller to seal the flashing to the sheathing. t\; NO r tape, bof?orn flange. ? 6, From the interior, apply low- ressure polyurethane foam (for windows between the rough opening i and the window frame. (Caulk sealant compatible with the sill flashing may be used at the sill if the, j opening between the sill flashing and window t l is too narrow to allow the use of low-pressure !! polyurethane foam.) When using ZIP System tape, butyl, 100 0 silicone or polyurethane sealants are acceptable. Cho not use latex sealants with ZIP System tape. If using another flashing tape, follow the flashing manufacturer's recommendation in selecting a sealant compatible with that flashing. Brick Mould Windows 1. Fasten the ZIP System sheathing ytothewoodframeandinstall ZIP System tape to all wail panel seams, as detailed in sections l 02 and 03. t ;li I 2. If recornrmended by the window manufacturer, cut a strip of wood to function as a back dam at the sill. The wood strip should have a length equal to the width of the I rough opening and a height and width of at least 112". Position the v block at the inside edge of the window frame. i <3 ZIP System a Windowdow Installation Brick Mould Windows (continued) 1 ZIP System tape may be used as pan flashing if installed in accordance with brick mould window installation details posted on zipsystem.com. Other adhesive -based flashing tapes (must rneet ICC-ES Acceptance Criteria for Flashing Materials AC148) may be used as pan flashing if Installed per ASTM 2112-07. Apply the flashing to cover the bottom of the opening, overhanging onto the sheathing by at least 2" and extending a minimum of 6" up each jamb. W DISCLAIMER l e followng sleps ie-re s rt a gen l ove v:evs t r re prope nstallation of u r acvflshin r Please w o; tw onsolt the noallahon !r s.re,o..ons of vou: wi dot, ., anufactu e! as Well as code r<.7uv ments ;tcu• rjriSJ sjion fi r J1 nsiall,aton de"a ls_ 4. For vertical jambs; cut ZIP System tape or another adhesive - backed flashing tape (must meet IGG- ES Acceptance Criteria for Plashing Materials \ AC 148)) and apply to each of the window jambs. Ensure that they cover the entire inside of the rough i opening as well as overlap onto the sheathing by at least 2 . Plashing shall also extend above the rough opening, such that it will project 1" beyond the exterior trim of trio window. Once the tape is in place, use the tape gun or roller to seal the flashing to the sheathing. 5. Apply sealant to jambs and header allowing for drainage at the sill in accordance with window manufacturers installation instructions. When using ZIP System tape, use a butyl, polyurethane or 1001. silicone sealant. Do not use latex or other water -based sealants with ZIP System tape. When using another flashing tape; follow the flashing manufacturer's recommendations in selecting a sealant compatible with that flashing. Gut a piece of rigid head flashing so that when installed, it is flush with the edges of the exterior moulding of the window, Apply a bead of sealant to the back and bottom surface of the rigid f\. head flashing. Use sealant recommended by the flashing manufacturer. A 9, Cut a length of ZIP System tape or another adhesive - backed flashing tape (must meet ICC;-ES Acceptance Criteria for Flashing Materials (AC148)) a and apply to the rigid head flashing, ensuring that the adhesive -backed flashing overlaps the jamb flashings. once the tape is in place„ use the tape gun or roller to seal the flashing to the sheathing. a 10. From the interior, apply low-pressure polyurethane foam ( for windows) between the rough opening and the window frame. (Caulk sealant compatible with the sill flashing may be used at the sill if the opening i 11 i between the sill flashing and window is too narrow to allow the use of low-pressure polyurethane foam.) When t.lsing ZIP System tape, butyl, 166`o silicone or polyurethane sealants are acceptable. Go not iIIJ use latex or other water -based sealants with ZIP System tape. If using another flashing tape, follow the flashing manufacturer's recommendation in selecting a sealant compatible with that flashing. ZIP System' Roof & Wall Sheathing Installation Manual HN ZIP gS DISCLAIMER: The following Steps ?eplesenl a general ovarvie.v for Ma proper Inslaflaton, of penetrnon Lashing. Please. System - Penetration Openin ,,,our cone rewremen,s +r )ox u,.sdida f,i U!, insialiator ieta:ls, FhB; - J 10,1IRLT G", &TA, S",j0,1, PONVAND, 1 DA' JN, ES", VINOVUED BY R," IL ,',',F S -- INSIALt 7?f h4 APx N' A" P M W H8,,ICoMFLASHNG ST M F T A rN, IN SFr1-1FWF -ROV ZIP:' S! F%01 WIE fINS I At tjjl I R A; OVN-o IN DP 11 Vll",{ L .- -- --- 0',E Ar - Al R.101IAJIJ (IF 1, -JOPN-, S - -- USe H L FI—PKAI, K101XLS OR V MW-UNL' L,1,111"G CV F 1-ANGES FOR IdALI ASSEMBLYY VINYL/W66-EFIBER CEMENT SIDING IINSTALLED IN ACCORDANCE WITH CLADDING M,ANUFACTURERlS INSTALLATION RECOMMENDATIONS ZIP SYSTEMIl WALL SHEATHING WOOD OR LT. GA, METAL STUDS TOP EDGE OF FLASHING TAPED TO WALL SHEATHING WITH ZIP SYSTEMT 1 ARE OR ADHESIVE BACKED FLASHING. JOUST MEET AC 148)_--- CODE APPROVED FLASHING — IOU DATION 1 VINIDff iii R s 1 t . a I FF e xi 1,11 r- U i 1 i N i i i)NA3 "} i J tGk' i Y "I'll Ml •. n i .n, ON l Ay Ck= En V I .. 0 NI 1 .,.. JOIN'I ftt1N C 1 1 It,-- C Nt JI E 4 iL I, 13Y CDcA> FNS'Ch :NIE, CI INC FIEE1 J ..i 4t ..c-tit C'.r -_.f.. oChi WALL_ASSE MBLY BRICK VENEER A(R SPACE iAS PRESCRIBED EY LOCAL BUILDING CODE) ZIP SYSTE04EJ WALL SHEATHING WOOD OR LT_ GA_ METAL STUDS TOP EDGE_ OF FLASHING TAPED WITH ZIP SYSTEMR TAPE OR ADHESIVE BACKED FL..ASHING. MUST MEET AC148' CODE APPROVED EASE FLASHIN,, -- ---- NEED HOLES OAS PRESCRIBED BY LCC AI. BUILDING CODE) -- ASS F N,01, Y \ R S- s ES: ill t .! I, t-.B tiV UfT Al-[ 61 G lltA rA'' f Fes"i F AIII i t,IN,. M1t...Ki Vl0. SH AIGI RLA( C 0.9Wfv,3, U CJF Iti 1CN A C(l 1 1.'(iTS of INC4 l (C, AIMll-3! r-A1 t INE f AS N N F M; IA L L S ATNlN,. 1V iit 031E3ijY 3. i I_31NG COD*----"""- Note: For optimal air leakage reduction. all untaped edges of the panels can be caulked, gasketed or sealed with a weather stripping material. ZIP System' Roof & Wall Sheathing Installation Manual WALL ASSEMBLY BRICK VENEER AIR SPACE (AS PRESCRIBED BY LOCAL BUILDING CODE) ZIP SYSTED10 WALL SHEATHING WOOD OR LT, GA. METAL STUDS TOP EDGE OF FLASHING TAPED WITH ZIP SYSTEMCR,, TAPE OR ADHESIVE BACKED FLASHING_ MUSTMEET AC148) CODE APPROVED FLASHING-------_ WEEPS (AS PRESCRIBED BY LOCAL BUILDING CODE) STEEL, LINTEL-------' INSTALL WINDOW IN ACCORDANCE WITH DETAILS 24A-24D OR 25A-25D WALL BEYOND WALL ASSEMBLY CODE APPROVED CLADDING INSTALLED IN ACCORDANCE WITH CLADDING MANUFACTURER'S INSTALLATION RECOMMENDATIONS) EXTERIOR RIGID INSULATION DRAINAGE PLANE ZIP SYSTEMe WALL SHEATHING WOOD OR LT, GA- METAL STUDS TOP EDGE OF FLASHING TAPED TO WALL SHEATHING WITH ZIP SYSTEM6, TAPE OR ADHESIVE BACKED FLASHING. (MUST MEET AC148) CODE APPROVED FLASHING FOUNDATION Note: For optimal air leakage reduction. all untaped edges of the panels can be caulked, gasketed or seated with a weather stripping material. I'lorida Building Code OnliDe Page I of 3 m Roxid"a Dew -um antl Bc1, S He—, 1 L,09 In ;User Reg'Stl.bon Hat Topics S.elllk Surcharge Mats F, Facts Nbhcations FSC Staff 5CIS Site Map, Links SeaCh i Busihes Product ApprovalProfessj "h"b' UStR: Public User Regulation il > 01 > AP Application Detail FL # V, Is. F1,7006-R9 Application Type Revision Code Version 2014 Application Status Validated Comments Archived product Manufacturer IKO Industries, Ltd Address/Phone/Emall 40 Hansen Road South Brampton, NON -US LEAV 31-14 708) 496-2800 Ext 200 rmeM010tampabay.rr.corn Authorized Signature Robert Metz nietzOOI@tampabay,rr.com Technical Representative Be[) Metz Address/Phone/Email REMCO of Pinellas 456 Avila Circle NE Saint Petersburg, FL 33703 727) 776-5261 rrnetz001@tampabay,rr.corn Quality Assurance Representative Don Shaw Address/Phone/Email IKO, Industries LTD 120 Hay Rd. Wilmington, DE 19808 717) 579-6706 don.shaw@iko,conn Category Rooting Subcategory Asphalt Shingles Compliance Method Certification Mark or Listing Certification Agency Fla Approvals - CER Validated By Locke Bowden Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) RWWWW y-var ASTM D3161 modified to 110 mph 2009 ASTM D3462 2009 ASTM D7158 Class 11 2008 ASTM E108 2007 Fquivalence of Product Standards Certified By https:llw-,N-A,.florida.btiilditig.org/pr/pr—appjtl.aspx?param=wGEVXQ-,A,tDqse7mYBd2b3K... 7/2/2015 Florida Building Code Online Product Approval Method Date Submitted Date Validated II FL # 7006.1 Method I Option A 06/28/2015 06130/20IS Model, Number or Name Cambridge, Cambridge HD and CRC Laminated architectural fiberglass asphalt shingle f3ftmore AR manufactured at TKO's Kankakee, IL; Hawkesbury, ant.; Wilmington, DE; Sylacauga,At- and Toronto, Ont, plants Limits of Use Approved for use in HVHZ-. Yes Approved for use outside HVHZ. Yes Impact Resistant; N/A Design Pressure., N/A Other- 7006,2 Hip and Ridge 12 Cap fiberglassIshingles Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ. Yes Impact Resistant; N/A Design Pressure: N/A Other: Certification Agency Certificate 2015 sif FM L 5. Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions Ind l9fpnfor ' F7 0 f Verified By: Duc T Nguyen 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: This is a 12" x 12" fiberglass asphalt shingle used to cover the hip arid/or ridge of an asphalt shingle roof system manufactured in Toronto, Ont. and Brampton, Ontario Certification Agency Certificate F-L-70N1C,,-R9 Sti Ff-7006 R9 C FM , r - A;TM F i na im tpi. - 5 3 5—t pff Quality A"urance Contract Expiration Date 12/31/2020 Installation Instructions ILL 1D-qrids Pdf EL720tL_& H -L-erte Lnslrg 100 _: _fijitif Verified By: Duc T Nguyen PE 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 7006,3 Leading Edge Plus Asphalt Shingle One piece fiberglass asphalt shingle used as a starter strip at Starter Strip the bottom of a roof system manufactured in Brampton and ElawkesbUrY, Ontario plants Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant; N/A Design Pressure. N/A Other: 7006.4 Marathon 25 AR, CRC SuperglassIM2SAR Certification Agency Certificate F11006 C, L6f, L or ASTMTatter ZQ15— LMF 16__R2 F M I e I t e, A 1,1 M_dLjj6',1 I-e Pter - _5 _O vs—mft FL7006 Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions ructions f r I . F If Ft, ,7.47 1.I I rig EIuKLwsmd,-nUFlea Verified By: Duc I Nguyen PE 65034 Create(] by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 3 tab fiberglass asphalt shingle manufactured at IKO's Brampton, Ontario, Flawkesbury Ont-, Toronto, Ont.; Sylacauga, AL and Kanakakeo, IL plants Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes R , C AC- 1_j_.jtj jer_-, 4115- Approved for use outside HVHZ: Yes Impact Resistant: N/A F 17 ti. j_() AST-M d 4 le ter - 5,E _(_fAQFMLetterlittps:// wwNv.floridabijilding.org,/'pr/pr_app_dtl.aspx?parain=wCiEVXQwtDqse7mYBd2b3K... 7/2/2015 Florida Building Code Online Page 3 of 3 Design Pressure: N/A Other; Quality Assurance Contract Expiration Date 12/20/2020 Installation Instructions KQ -Q L r - ris ii<3 lore Ln-5!u nrWPn*- fp-, -L LK—I IMO-L kiR Verified By: Duc T Nguyert 65034 Created by Independent'rhird Party: No Evaluation Reports Created by Independent Third Party: K. 1-1 Nextit QsMW-Wi,h :1 J,9219 ELata'—p"Q-4§2 The State of Florida e, an AA/EF.O employer. - ?kg3:ilkJ4, Under Florida law, ernail addresses are public re(cres. If you do not cant Your e-mail address released in response to a public. -records request, do not send electronic mall to this entity, instead, contact the office try phone or try traditional mail. If you have any questions, please contactk150,487,1395, `Pursuant to S, ectran 455,275(1), Florida Statutes, elficbve October ?, 2012, licensees licensee! order Chapter 455, F.S, must pm,ehe file Deportment with an email address It they have one. Ric ern.16 provided may Ito used for offic,al tommunrcation witty the licensed. Me—s., email addresses are Public record, It you do not wish to supply a personal address, Please lece4de the Department with an email address Witch can be made available to the public. To determine If you are a licensee Linder Cliapser 455, please click jhjqs Product Appravoll Accepter w is 99 M littps-, I,lAv,ArNA,.floridabuilding.orglprlpr_api_dtl.aspx'?parani=wGEVXQwtl.)qse7mYBd2b3K.... 7/2,12015 fMoorovalsp FM Approvals Uruv;rr cr-OWTA, Gkqwt G"nlp 1151 Boston -Providence Turnpike P.0, Box 9102 Norwood, MA 02062 USA T: 781 762 4300 F: 781 762 9375 www.finapprovals.coin May 3, 2015 Mr. Donald Shaw IKO Industries, Ltd, 40 Hansen Road South Brampton, Ontario L6W 31:14 Canada Customer TD: 1000000686 Subject: IKO Industries Ltd,'s FM Approved asphalt roof shingles Dear Mr. Shaw, This letter is being written following in regards to your recent inquire regarding verification of the ASTM D3161 testing offK0 Industries Ltd's asphalt roof shingles. TKO's shingles that are FM Approved have been tested in accordance with ASTM D3161 (reports 3040947 and 30385 10). M1 Crowne State, Cambridge, I lip & Ridge 12, Marathon 25 AR, Marathon Ultra AR, Cambridge K Leading Edge Plus, Cambridge HD, Marathon 2L,_ 1-_1ip_& _Ridge Plus, DynastywitlArjriourZone" Biltmore, I lip & Ridge 12 (CRC), Superglass 25 M AR, Superglass Ultra AR, (CRC) I-lin & Ridge Plus Please be advised that shingles noted above tested to previous versions of ASTM D3161 continue to meet the test criteria of the current version of AS`1TM D3161. If you have any questions please do not hesitate to contact rue. Very truly yours, David L. Alves Senior Engineer - Materials Group FM Approvals 1151 Boston-ProvidenceTurripike Norwood, MA 02062 T: 781 255 4856 E: dav4j.al_yes1,i vals.coin APPROVED Phillip J. Smith Principal Engineer - AVP FM Approvals APPROVED kf FM Approvals rpp"ir' o", the FAf ("Iqxv G7zvp 1151 Boston -Providence Turnpike 11.0, Box 9102 Norwood, MA 02062 USA T: 781 762 4300 F: 781762 9375 www.fmapprovals.com May 6, 2015 Mr, Donald Shaw IKO Industries, L(d, 40 Hansen Road South Brampton, Ontario L6W 3114 Canada Customer 11): 1000000696 Subject: IKO Industries Ltd.'s glass reinforced asphalt roof shingles This letter is being written following in regards to your recent inquire regarding verification of the ASTM D3462 monitoring IKO Industries Ltd's glass reinforced asphalt roof shingles. UW's shingles that are FM Approved and/or Specification Tested Listed are monitored by FMI Approvals for compliance with ASTM D3462. They continue to meet this standard. If you have any questions please do not hesitate to contact me. Very truly yours, JL David L. Alves Senior Engineer - Materials Group FM Approvals 1151 Boston -Providence Turnpike Nor -wood, MA 02062 T: 781 255 4856 E: da,,,id.kilvesia),I'inappE)yqlic)LDLs_ M APPROVED 604.141-lic Phillip J. Smith Principal Engineer - AVP FM Approvals FM Approvals mmbr rftiv, F41 1151 Boston -Providence Turnpike P,O. Box 9102 Norwood, MA 02062 USA T: 781 762 4300 F: 781 762 9375 www.finapprovals,com April 15, 2015 Mr. Donald Shaw IKO Industries, Lid, 40 Hansen Road South Brampton, Ontario 1,6W 31-14 Canada Customer 11): 1000000686 Subject: IKO Industries Ltd,'s FM Approved and Specification Fested asphalt roof shingles This letter is being written following in regards to your recent inquire regarding verification of the ASTM EJ08 testing of IKO Industries Ltd's asphalt roof shingles. fKO's glass and organic shingles that are FM Approved and Specification Tested have been tested in accordance with ASUM El W 1 have arranged the shingles by category. Ili FrONW399M Cambridge, Cambridge I -ID, Marathon 25, Marathon 25 Alt, Marathon Ultra AR, Superglass Ultra AR, CTowne Slate, (1KO) Hip & Ridge 12, I -lip & Ridge Plus, Dynasty with ArinourZone, Cambridge IR, Leading EAE_Plus ___ Biltmore, Biltniorc AR, Superglass 25 M AR, Superglass Ultra AR, CRC) Hir) & Ridp-e 12, (CRC) Hip & RidRe Plus Cambridge AR Dual Black, Royal Estate, Marathon 20, Armour Starter, Arinourshake, Roofshake 11W Biltmore AR Dual Black, Superiz1ass 20, Biltrnore AR Please be advised that shingles noted above tested to previous versions ofASTM E108 continue to meet the test criteria of the current version of ASTNI E 108. If you have any questions please do not hesitate to contact me. Very truly yours, L David L, Alves Senior Engineer - Materials Group FM Approvals Ux C E APPROVE Phillip J. Smith JTM - A VP FM Approvals Appruvals 1151 Boston -Providence Turnpike Norwood, INIA 02062 T: 781 255 4856 E: M mmmfl IKO industries, Ltd 120 Hay Rd, Wilminciton, DE 1981 110MAHM Sir(s), PRI Construction Materials Technologies has completed a technical review and attached sealed shingle instructions in compliance the 2014 Florida Building Code, This review was completed based on the receipt of following evidence from IKO Industries, Ltd: 1) IKO Shingle Application Instructions — 3-Tab Shingles EN-3Tab_Appins-8AGXEFS-2012-1 1—reformatted 2013-02-rev07/13-Florida) 2) IKO Laminated Shingles Application Instructions EN-Laminated_Appins-8TTEFS-2012-04—reformatted 2013-02-rev07/13-Flonda) 3) IKO Hip and Ridge 12 Application Instructions EN-HipandRidge12_3HRTri-2013-08 — reformatted 2013-08) 4) IKO Leading Edge Plus Shingle Application Instructions EN-3LEP-Tri-2012-06 — reformatted 2013-03) 5) ASTM D3161 Test Report (FM Approvals Project No, 3040947) The attached instructions should be used in conjunction with the published manufacturer's application instructions and applicable code. In the event the instructions conflict, these instructions shall govern. statement of endence: PRI Construction Materials Technologies and/or Duc T. Nguyen, FL P.E. do not have nor plan to acquire a financial interest in any company manufacturing or distributing products for which the test reports are issued. Signed: igned: Brad GrzyboWki Duc Ta yygn Managing Director Florida Rbg%Teced Professional Engineer P. E. Number: 65034 Date: April 30, 2015 Date: April 30, 2015 Attachments: A) IKO Shingle Application Instructions - 3-Tab B) IKO Laminated Shingles Application Instructions C) IKO Hip and Ridge 12 Application Instructions D) IKO Leading Edge Plus Application Instructions IKO- 133-02-01 PR. Conslrucfion. Matedals Twirmioriies, LLUC. 6412 Badger rave Tampa, FL 33610 Tei. 813,0 5777 FaK: 813-621-,%40 e-mali: mar&naAst(—Aw@)Oc.mt.wm WebSiiG: WJMww, prirmLoam lK0 Installation Instructions for Asphalt Shingles Page 2 of 5 ROOF DECK: Solidly sheathed and fastened deck conforming to 2014 FBC, UNDERLAYMENT: Applied in accordance with building code requirements. Forareas where the roof slope is less than 4" per foot down to 2" per foot, use 2 layers of underlayment conforming to building code requirements, the first sheet overlapping the eave protection by 19", followed by full 36" widths overlapping each preceding course by 19" or other Approved underlayments in accordance with the qualified application instructions. For areas where the roof slope is 4" per foot or greater, cover the deck with one ply of underlayment laid parallel to the eaves, with 2" horizontal laps and 4" end laps. Apply metal drip edges on top of any underlay along rake edges and directly to the deck along eaves in accordance with building code requirements. NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" diameter heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails per shingle placed 6-1/8" above the buff edge, approx. I " and 13" from each end and 1/2" above each cutout. Drive nails straight so that nail head is flush with, but not cutting into shingle surface. NAILING ON STEEP SLOPES: For steep slopes of 21 " per foot (60') or more, use 6 nails per shingle placed as shown below. Ensure that no nail is within 2" of a joint/cutout of the underlying shingle. Seal down each shingle at time of application with three 1" diameter (approx. size and thickness of a quarter) spots of asphalt plastic cement placed under the shingle 2" above the bottom edge and equally spaced along the shingle. Apply plastic cement in moderation since excessive amounts may cause blistering, CAUTION: Shingles should seal to the underlying course when the factory applied asphalt sealant is sufficiently warmed by the heat of direct sunlight, 1,0 QLING STMP7SE, — - --------- -- -71 f, Ifn- NAILS NAILS DO NOT NAIL INTO OR ABOVE THE SEALING STRIP PRI Canstuchon Materials JeohnI U-C, 6472 Badger Drive. larnpa,FL3361C 10:813-621-5777 Fax: 813-621-5840 We&W:hMpJ.ivYww.p6cmi.com IKO Installation Instractions for Asphalt Shingles Page 3 of 5 upi MAIN= M I I K I I I awnaffiIIIII, 11 ROOF DECK: Solidly sheathed and fastened deck conforming to 2014 FBC. UNDERLAYM ENT: Applied in accordance with building code requirements For areas where the roof slope is less than 4" per foot down to 2" per foot, use 2 layers of underlayment conforming to building code requirements, the first sheet overlapping the eave protection by 19", followed by full 36" widths overlapping each preceding course by 19" or other Approved underlayments in accordance with the qualified application instructions. For areas where the roof slope is 4" per foot or greater, cover the deck with one ply of underlayment laid parallel to the eaves, with 2" horizontal laps and 4" end laps. Apply metal drip edges on top of any underlay along rake edges and directly to the deck along eaves in accordance with building code requirements. NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" diameter heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails per shingle placed in the nail line 7-318" below the top edge, approx. 1" and 13" in from each end. Drive nails straight so that nail head is flush with, but not cutting into shingle surface. NAILING ON STEEP SLOPES. For steep slopes of 21 " per foot (60") or more, use 6 nails per shingle placed as shown below. Ensure that no nail is within 2" of a joint/cutout of the underlying shingle. Seat down each shingle at time of application with three 1" diameter (approx. size and thickness of a quarter) spots of asphalt plastic cement placed under the shingle 2" above the bottom edge and equally spaced along the shingle. Apply plastic cement in moderation since excessive amounts may cause blistering. CAUTION: Shingles should sea[ to the underlying course when the factory applied asphalt sealant is sufficiently warmed by the heat of direct sunlight, EXPOSURE: Installed shingles shall have a maximum average exposure of 5-7/8". NAILING - STEEP SLOPES APPLICATION Usesixiinihs as shown. 7 WS' 11- LINE 6 3/8"t NAILS PROPER APPLICATION REQUIRES TRAT THE NAILS PENETRATE BOTH THE OVERLAY AND UNDERLAY PORTIONS OFTHE SHINGLE PRI Construction Materials Technologies, LLG, 6412 Badger Drive Tampa, FL 33610 ld: 813-621-5777 Fax: M621-5640 e-mail Inme6alslesling@picretcom AlebSjle: http;14ww.primt.com IKO Installation Instructions for Asphalt Shingles Page 4 of 5 IKO Hip and Ridge 12 A• Cut hip and ridge shingles into thirds, using the perforation marks as a cutting guide. These shingles are designed for a 5 1/8" (130 mm) exposure. {For a neater appearance, the top of each side of each piece has been factory trimmed on a 1" (25 mm) taper (see drawing). Bend each piece over the hip or ridge, and nail 5 5/8" (143 mm) above the butt edge 1" (25 mm) in from each edge, exposing each piece 5 1/8" (130 mm). Apply hip pieces starting at the lower end of the hip, working up toward the ridge. Can hip roofs, apply ridge pieces starting at each end, meeting in the middle. Can gable roofs, apply ridge pieces starting at the end opposite to the prevailing wind direction and continue to the other end. Mote: To obtain a three-dimensional effect, (which is recommended, but not required), apply hip and ridge shingles double thickness by stacking 2 pieces on top of one another, the lower piece extending about 3/4" (19 mm) further than the top piece (see diagram). The final shingle should be set in cement, and the exposed nail heads of the final shingle should be covered with cement. Prior to application in cold weather, storing the shingles in a heated area will allow for easier bending. x TAMP CUT PRV G tmc ien Pdatai s 7echnoioy s, CIC. 64 =2 Bader Clove Tampa ri 3,FDIO 10: 81M21-5777 Fax: 813t321-SMO emvT: mateialslesfing a piemt.com WebSifc: http:t .picmtemm IKO Installation Instructions for Asphalt Shingles Page 5 of 5 MMItOREMM2ro wi 61=161111611", do "M 44 nnymn, , 2, Each 39 3/8" x 13 114" (1000 mm x 336 mm) III Leading Edge Plus strip is perforated lengthwise for separation into two (2) shingles, Take one III Leading Edge Plus strip and fold flat at perforation to separate, 3. Take one of the separated shingles 39 3/8" x 6 5/8" (1000 1 x 168 mm) and remove approximately 20"(500 mm). Install this shingle on the lower left corner of the roof deck, granule side up, with the factory installed sealant adjacent to the eaves. The shingle should overhang the rake edge and eaves by a nominal 1/4" (6 mm) minimum. Fasten the shingle to the roof deck with nails located 3" to 4" (75 I to 100 mm) from the eave edge and 1 " (25 mm) in from each end, 4. Take the leftover 20" (500 mm) piece shingle. Rotate the piece and align it vertically up the rake edge with the factory installed sealant adjacent to the outer edge of the roof. The shingle should overhang the rake edge by a nominal 1/4" (6 mm) minimum. Fasten the shingle to the roof deck with fasteners located 3" to 4" (75 mm to 100 mm) from the rake edge and 111 (25 mm) in from each end, 5, Repeat Steps 3 — 4 for the right lower corner of the roof deck. NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" (9 mm) diameter heads, long enough to penetrate through plywood or 3/4" (20 mm) into boards. Use 4 nails per shingle placed 3" to 4" (75 mm to 100 mm) from the eave edge and approximately 1 " and 13" (25 mm and 330 mm) in from each end, 6. Apply full-length IKO Leading Edge Plus shingles to the remaining eave edges of the roof deck. Install the shingles granule side up with the factory applied sealant adjacent to the eaves. The shingles should overhang the rake edge and eaves by a nominal 1/4" (6 mm) minimum. Fasten the shingles to the roof deck with nails located 3" to 4" (75 mm to 100 mm) from the eave edge, 4 nails per shingle. RlConstrWion Male-dals Techrobgim, 16412 Badyor Dnyo Tampa, FL 33610 Te,,,.813-6271 5777 Vax:813-6211,5840 Prnail mete astestin QpricmL nns WebSiIel3[4"JA%W'P6CMt.GOT11 Fimida Building Code Online Page I ol'2 6C15 Honne I Log In i User Registration Hot Topics i Submit Surcharge stars & Facts i Pu4k.flon, FBr staff 6CIS Site Map 1 links 3 search Busines Product Approval USER: Public U-- ProfessI Regulation mmzcm > Aep jjPtqr2-j t > AppliCatio. Detail 1- 1- # FL2346-R5 Application hype Affirmation Code Version 2014 Application Status Approved Corn n ient-s Archived Product Manufacturer Warrior Roofing Manufacturing Address/ Phone/Email 3050 Warrior Road Tuscaloosa, AL 354D4 205) SS3 1734 Ext 115 Steven@Wart' iorRoofing.net Authorized Signature Steven Crew Stc, veri@Warr!orRooftng.net Technical Representative Steven Crew Address/ Phone/Email 3050 Warrior Read Tuscaloosa, AL 35404 205) 553-1734 Ext 1024 Steven@Warrioritoohng, net Quality Assurance Representative Steven Crew Address/ Phone/Email 3050 Warrior Road Tuscaloosa, At. 35404 205) 553-1734 Ext 1024 Steven () Wa rd oi-Roofing, not Category Roofing Subcategory Underlayments Compliance Method Test Report Testing Lab PRI Construction Materials Technologies, LLC Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 10/05/2019 Validated By Jesus Gonzalez, RE. Validation Checklist - Haidcopy Received Certificate of Independence H-2 46 Referenced Standard and Year (of Standard) ASTM D226 2006 ASTM D4869 2005 Equivalence of Product Standards Certified by II of that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in cornpliance with the new Florida Building Code. https.// www.floi-idal)uilding.org/pr/pr_a1 p_dtl.aspx?paramr wCiEVXQwtDqtOcgbnSknRps... 7/2/2015 Florida Biwilding Code Online Page 2 of 2 Documentation from approved Evaluation or Validation Entity -";yes No -- N/A Product Approval Method Date Submitted Date Validated Date. Pending FBC Approval Date Approved SHIEUN911M FL # Mcidel, Number or Name 2346.1 i #15 and #30 roofing felt Limits of Use Approved for use in HVHZ; Yes Approved for use outside HVHZ: Yes Impact Resistant; N/A Design pressure: N/A Other; Primary roo"covering should be installed immediately after felt. Roofing felt is not Intended to be an unprotected weathering surface, 2346,2 1 l5w and 30w roofing felt Limits of Use Approved for use in HVKZ; No Approved for use outside HVHZ. Yes Impact Resistant: N/A Design Pressure: N/A Other: Primary roof covering should be installed immediately alter felt. Roofing felt is not intended to be an unprotected weathering surface. Method I Option B 02/13/2015 02/13/2015 02/19/2015 Description ASTM D 226 Tested Installation Instructions jjJ1jfLjQujjj,;Ltqgb1f)—n p 0f JjInst —a -- Verified By: PRI Construction Materials Technologies, LLC Test Reports 5A Teqt R QLLQjf ASTM D 4869 Tested Installation Instructions Verified By: PRI Construction Materials Technologies, LLC Test Reports Of 30w tgc 1p, -pprt,pdf I - am= L2fftW- V-* : : F11pop;.-aWa0z:a'?9 The State of Florida is an WEED employer. Erly"X5WItangat :: At:&`dlJd4etry-5gdy"Wfyq under Florida Itus, Cludil addresses are public record,. iryou d—not aard year e-malladdless released in response to a pothic-rewrds neuriest, do not send electronic moll W this entity. Instead, contact the office by phone or by traditional mail. If you have any QpeStWS, Please conpict, 1350.4s7.1395. *Pursuant to Florida Statutes, effective October 1, 2012, licensees licensed tinder Chapter 455, F.S. must provide the,Pidou'Linent with an email acidness If they laivis one. The franc put,ld.d may he used for official wrliminacolder edLh the hceneee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Deparodent With a,, email address which can be, made, available to the public, To determine if you are a licensee under chapter 455, F,S,, please click ffgrlL. Precinct Approval Accepts; R9 M yoctrrirvstmcur am, hilps-// v, r",w,floridat)ul,ldiiig.org/- Pr/' r_a.pp dtl.aspx?param\vGEVXQwtDqtOcgbnSkiiRps... 7/2/2015 P M T E C H N 0 L 0 G I E S PRI Construction Materials Technologies LLC does not have, nor does it intend to acquire a financial interest in any company manufacturing or distributing products for which test reports are issued. PRI Construction Materials Technologies LLC, is not owned, operated or controlled by any company manufacturing or distributing products it tests. financial interest in any company manufacturing or distri uting pro ucts tested by this laboratory. Signed: 2: Donald C. ortfolio President PRI Asphalt Technologies, Inc, 6408 Badger Drive Tampa, FL 313610 Tel: 813-621-5777 Fax: 853-621-5840 e-maii c1porffcAio@priashaI1,com WebSim: www.rgiasphak.com WARRIORe R00FING1!ANUFACTURING P. O. BOX 40185 * TUSCALOOSA, AL 35404 * PHONE (M) 553-1734 * FAX (205) 553-1765 193 LEROY ANDERSON ROAD - MONROE, GA 3 5 * PHONE (770) 207-0695 * FAX (770) 207-0775 323 DEVELOPMENT AVENUE * OHAMSERSBURG, PA 172014 PHONE (717) 70M323 * FAX (717) 709-DO27 Roofing Felt Installation Recommendations Be aware that roofing felt should not be walked upon prior to fastening into position, Proper safety equipment is recommended for all installations. Also, the roof decking should be clear of debris and moisture prior to installation of the roofing felt. Roofing felt should be installed from the bottom of the roof in horizontal layers to increase the water shedding ability of the felt. The initial layer of felt should be installed to cover the bottom edge of the decking, from edge to edge. Overhang is not required. Anchor the top comer of the felt after it has been properly positioned and roll the felt out across the roof, Pay careful attention to roll the felt out smoothly, avoiding wrinkles as you move across the roof. The top edge of the felt should be fastened no less than every eight inches. The middle and bottom edge should also be fastened no less than every eight inches. Fasteners should be applied no less than every eight inches along the eaves. The next course of felt should also be aligned with the roof edge and should overlap the previous course two inches (sometimes referred to as head lap), In the event you get to the end of a roll prior to getting to the opposite edge of the roof, begin a new roll with a four inch overlap over the end of the prior roll (sometimes referred to as end lap). The same fastening pattern used on the middle and bottom Of the initial course should be used for each subsequent course. For the top of each subsequent course, fasten intermittently to hold the top edge in place until the next course is applied. The fasteners in the bottom of the next course will hold the top of the previous course securely. Continue up the roof in this manner, Be sure to firmlyfasten the top of the final course if it terminates at the top edge of the roof. Otherwise, overlap the felt over the ridge and secure then begin at the bottom of the other side of the ridge and repeat the process. In valleys, lay a vertical section of roofing felt the length of the valley prior to the installation of the horizontal runs of roofing felt. If you use more than one section of roofing felt in a valley, be certain to start at the bottom and overlap each subsequent length a minimum of two inches as you move up the valley to zuiurrep _,x-jQ,cuter shedding, ram p In the event some wrinkles are created while fastening down a course of felt, slice the wrinkles and fasten them flat to the deck. Then seal the cuts with waterproofing cement. Installation of the primary roof covering (ex. Shingles) is recommended immediately after felt installation. NOTE: LOCAL BUILDING CODES MAY REQUIRE A DIFFERENT FASTENING PATTERN AND/OR SPECIFIC FASTENER TYPES THAN RECOMMENDED BY THESE INSTRUCTIONS. PLEASE CONTACT YOUR LOCAL BUILDING CODE ADMINISTRATOR FOR THE EXISTENCE OF REGIONALLY SPECIFIC FASTENING REQUIREMENTS, Report for: Warrior Roofing Manufacturing Attention, Steven Crew 3050 Warrior Road Tuscaloosa, AL 35405 Product ID(s)-, #15 Manufacturer: Warrior Roofing Manufacturing Tuscaloosa, AL) PRI-CMT Project No.: WRMI-007-02-02 Source: Warrior Roofing Manufacturing Date Received: Jul. 24, 2008 Date(s) Tested: Jul- 29, 2008 — Aug, 8, Purpose: Evaluate WarriorRoofing Manufacturing's (Tuscaloosa, AL) #15for compliance with ASTM D 226: Standard Specification for Asphalt -Saturated Organic Felt Used in Roofing and Waterproofing, Test Methods: Testing was completed as described in ASTM D 226-06, -05, and -97a: Standard Specification for Asphalt -Saturated Organic Felt Used in Roofing and Waterproofing. Test methods assigned or referenced include ASTM D 70: Standard Test Method for Density of Semi -Solid Bituminous Materials Pycnomefer Method); ASTM D 146: Standard Test Methods for Sampling and Testing Bitumen -Saturated Felts and Woven Fabrics for Roofing and Waterproofing; and ASTM D 6136: Standard Test Method for Kerosine Number of Unsaturated (Dry) Felt by Vacuum Method. Sampling: The sample received from Warrior Manufacturing on July 24, 2008 was a full factory labeled roll of felt. VVRMI-OOZ-tat-2_ PRI-CMT Accreditations: (AS TL-1 89, hlliami-Dade 11 -0!j29.,05,_LIqrid8 _TST)87_L_Las The test results, opinions, or interpretations are based on the material supplied by the client. This report is for the exclusive use of stated client. No reproduction or facsimile in any form can be made without the client's permission. This report shall not be reproduced except in full without, the written approval offfits laboratory. PRI Construction Materials Technologies LLC assumes no responsibility nor makes a performance of warranty statement for this material or products and Processes containing this material in connection with this report, 640813adqu-5Rive Tampa, R 33610 10:81,,621-5777 Warrior Roofing Manufacturing ASTM D 226 for 15 Page 2 of 3 Results of Testinq: Breaking Strength (lbf/in-width) 20 specimens; 1 " x 6" x thickness; ASTM D 146 Cond. 2h @ 73.4:t3.6°F & 50i5%RH'I Test 73.4±3.6"F; Rate=2in/min Longitudinal (with fiber grain) 61 Transverse (across fiber grain) 19 Pliability [PasslFafij 10 specimens; I" x 8" x thickness, ASTM D 146 Cond. 10-1 5min in water @ 77±1 .8'1`1' Test 90' around radius in Longitudinal (with fiber grain) Pass Transverse (across fiber grain) Pass Loss on Heating (weight %) 2 specimens; 12" x 6" x thickness; ASTM 0 146 2 Test Cond, 221±5°F for 5ht3min d Mies Width of Roll (in) ASTM D 146 36 Variation, % O3 Area, min (ft) ASTM D 146 434 Moisture at Point of Manufacture (%) j ASTM D 146 NT As Received' t 22 Net Mass of Saturated Felt (lb/1 00ft) ASTM D 146 14A Mass of Saturant (Ib/1 00ft2) ASTM D 146 7,7 Percent Saturation (%) ASTM D 226 121 I— Saturation Efficiency (%) ASTM D 226 70 Mass of Desaturated Felt (lb/I 00ft2) ASTM D 146 6A Ash N ASTM D 146 5.3 Continued onE2tf win Pa e— ------- 12," radius I Y4" radius WRMI- 007-02-02 PRI-CIVITAccreditations: lASTL-189- Miami -Dade 11 -0429,0 5Florida TSTLiB _78Los_Aqqeles TA2481 9; ORR C The test results, opinions, or interpretations are based on the material supplied by the client. This report is for the exclusive use of stated client, No reproduction or facsimile in any form can be made without the client's permission. This report shall not be reproduced except in full without the written approval of this laboratory, PRI Construction Materials Technologies LLC assumes no responsibility nor makes a performance or warranty statement for this material or products and processes containing this material in connection with this report, PR! LLC W8 BadgerDaveTampa. FL 33610 Tel 813-621-b777 Fax: 813-621-5540 e-mal Warrior Roofing Manufacturing ASTM D 226 for 915 Page 3 of 3 NT- Not Tested: NA- Not Applicable Statement of Compliance: The product tested is compliant with ASTM D 226: Standard Specification for Asphalt -Saturated Organic Felt Used in Roofing and Wat Type I (No, 15), A ...... IVQ, 0 Signed: Signed, P brad Grzybq Ild Managing Director Due T, lqgbyen Florida Registers i:CPAFfessio8ali-A?i nreff P.E. Nur;P650A4 F Date: ty 0 R Date, ek 6, MMEMEMM= Issue # Date Pages_ _I_ Revision Ciescri Lion if ap Original 07/24/2008 3 NA Revision'! 11/0912011 3 Revised to exclude reference to Florida Building Code 2007. Reissued, YYRMI- 007-02-02 PRI-CM-rAcgreditations: lASTL-189, Miami -Dade 11-0429.05Florida TS-T5878' Los Ar eies TA248i9, CRRC The test results, opinions, or interpretations are based on the material supplied by the client. This report is for the exclusive use of stated client. No reproduction or facsimile in any form can be made without the client's permission, This report shall not be reproduced except in full without the written approval of this laboratory. PRE Construction Materials Technologies LL.0 assumes no responsibility nor makes a performance or warranty statement for this material or products and processes containing this material in connection with this report PPJ Conshtlion Material,-, Technologies l-LIC 6408Badger Dive Tampa. 1`1,33610 Tel:813-621-5777 Fw.813-621-5K) WebSite:http:iiwww,pdGmi.c(in M 1t r r t a '# r t } ' t';. i 2 a # s r.+x .i ` ; aka a, .., rc LABORATORY TEST RESULTS Report for: Warrior Roofing Manufacturing Attention: Steven Crew 3050 Warrior Road Tuscaloosa, AL 35405 Product ID(s): #30 Manufacturer: Warrior Roofing Manufacturing Tuscaloosa, AL) PRI-CMT Project No.: WRMI-008-02-02 Source: Warrior Roofing Manufacturing Date Received: Jul. 24, 2008 Date(s) Tested: Jul. 29, 2008 — Aug. 8, 2008 Purpose: Evaluate Warrior Roofing Manufacturing's (Tuscaloosa, AL) #30 for compliance with ASTM D 226. Standard Specification for Asphalt -Saturated Organic Felt Used in Roofing and Waterproofing, Test Methods: Testing was completed as described in ASTM D 226-06, -05, and -97a: Standard Specification for Asphalt- Saturated Organic Felt Used in Roofing and Waterproofing. Test methods assigned or referenced include ASTM D 70: Standard Test Method for Density of Semi -Solid Bituminous Materials Pycnometer Method); ASTM D 146: Standard Test Methods for Sampling and Testing Bitumen- Saturated Felts and Woven Fabrics for Roofing and Waterproofing; and ASTM D 613(3: Standard Test Method for Kerosine Number of Unsaturated (Dry) Felt by Vacuum Method. Sampling: The sample received from Warrior Manufacturing on July 24, 2008 was a full factory labeled roll of felt. Wi2MI-008-02-02 PRI-CMTAccreditations: JAS TL-189- Miami -Dade 11-04?9,05Florija TST5878, Los A 24 81 9_CE--R— C The test results, opinions, or interpretations are based on the material supplied by the client This report is for the exrtusive use a' stated client. No reproduction orfacsimile in any form can be made without the client's permission. This report shall not be reproduced except in full without the written approval of this laboratory. PR( Construction Materials Technologies, LLC assumes no responsibility nor makes a performance or warranty statement for this material or products and processes containing this material in connection with this report. PRi GoreVudim Materials Technologies LLII WOE Badger Dr'Ve 7 ricITwig70813-621-5777 Fax e-riailirna on,,3[MGstiiqr—o),Pric Int,cw- INebSiW:hftp:I/wVW P mtmrr Warrior Roofing Manufacturing ASTM D 226 for 30 Page 2 of 3 Results of Testing: Breaking Strength (lbf/in-width) 20 specimens-, 1' x 6" x thickness; Cond. 2h @ 73,4*3.6°F & 50:t5%RH; ASTM D 146 Test P, 73.4±3.6°F; Rate=2in/min Longitudinal (with fiber grain) 66 Transverse (across fiber grain) 30 Pliability [PasslFailj 10 specimens; I" x 8" x thickness; ASTM D 146 Cond. 10-1 5min in water Oa 77±1 .8'F; Test 90' around radius in 2s, Longitudinal (with fiber grain) Pass Transverse (across fiber grain) Pass Coss on Heating (weight %) 2 specimens_-12_" —x6'-'—x _thickness; j ASTM D 146 2 Test Cond. 221±5°F for 5h±3min Width of Roll (in) ASTM D 146 36 Variation, % 0,3 Area, min (ft) ASTM D 146 216 Moisture at Point of Manufacture (%) ASTM D 146 SIT As Received' 3.0 Net Mass of Saturated Felt (IbIl 00ft2) ASTM D 146 27,3 Mass of Saturant (lb/100ft2) ASTM D 146 15,9 Percent Saturation (%) ASTM D 226 150 Saturation Efficiency (%) ASTM D 226 INA Mass of Dosaturated Felt (lb/I 00ft2) ASTM D 146 10.6 Ash ASTM D 146 4.0 vfflff 2" radius 1 3/." radius WRMI-008-02-02 PRI-CHITAcci,editatioi,is:IASTL-18 i mi-Dade 11-0429.05 Florida TST58 7q The `festresu(ta, -opinions, or interpretations are based on the material supplied by the client. This report is for the exclusive use of stated client. No reproduction or facsimile in any form ran be made without the client's permission. This report shall not be reproduced except in full without the written approval of this laboratory. PRI Construction Materials Technologies LLC assumes no responsibility nor makes a performance or warranty statement for this material or products and processes containing this material in connection with this report. PM Construction Walorizds rmhnokxjies LLC 6408 Nidlier Drive 1 arripa, F-t 33610 -el: 813-6215777 F--ax, 813,621 .6840 c-riall wabSft, l4p:I*Av.pmmt,G,,)rn Warrior Roofing Manufacturing ASTM D 226 for 30 Page 3 of 3 NT- Not Tested; NA- Not Applicable Statement of Compliance: The product tested is compliant with ASTM D 226: Standard Specification for Asphalt -Saturated Organic Felt Used in Roofing and Waterproofing as Type 11 (No30). Signed: Signed: Brad b r.zybow? ii-I Managing Director Date: Date: Report Issue History: Issue # DPags ate e_ _Lepti f p Rvision Descrin J_Iicable) rigina _07/24/ 2008 3 NA Revisioril 11/09/ 2011 3 Revised to exclude reference to Florida Building Code 2007. Reissued. END OF REPORT WRMI-008-02- 02 PRI-GMT Accreditations: IAS TL-1 89- Miami -Dade 11-0429 05Florida TS15878- Los Ancroles TA24819 CRRC The test iesu Its, opinions, or interpretations are based on the material supplied by the client. This report is for the exclusive use of stated client. No reproduction or facsimile in any form can be made without the client's permission. This report shall not be reproduced except in full without the written approval of this laboratory. PRI Construction Materials Technologies LLC assurnes no responsibility nor makes a performance or warranty statement for this material or products and processes containing this material in connection with this report, PRI Corrstrudbri Voleirais Techrrokmes- LC 6408 Ridge; Drive Tampa, 1 L 33610 -191 6l3-621-5711 Fax: 8113-621-5840 e.-mail: ,@.picrrrr,com wet SitehJrYJ/www.pricm1Xorn Revision City of Sanford Response to Comments 11 Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 11> w" Email: building@sanfordfl.gov Permit 9 17-2388 Submittal Date 12/05/17 Project Address: 2636 F rve lot 225) Contact: Michelle Parkison Ph: 407-529-3135 Fax: Email: mparkison aparksquarehomes.com Trades encompassed in revision: General description of revision: El Building Plumbing Revised El Electrical Mechanical l- ife Safety El Waste Water ROUTING INFORMATION Department Approvals Utilities Waste Water El Plannino El Engineering El Fire Prevention 0 Buildith-1 g4 ar VJ Ll /J 417-IL je 6—lj eA M*46-v,tT 012M,,)4-6-;-9WYL,lb 1/+-6lZ4-y-vX K DESCRIPTION AS FURNISHED: Lot 225, WYNDHAM PRESERVE, as recorded in Plot Book 81, Pages 9,.-' through 102 of the Public Records of Seminole County, Florida. FTLOT PLAN FORICEPTIFIED TO: Park Square Enterprises, LLC (a Delaware Corporation); Winderweedle, Haines, Ward & Woodman, PA; Attorneys' Title Insurance Eand1;,,,5qpk,,,9f AmericaI ff LOT 226 q wwJIT K 411111 Ok to construct single family home LOT 222 N 89'43'03 " E 6-9, 00' 24. 80' 24.80 11.00' — LANAIua 17,3' I e, 24.80' LOT 225 11,00' 22.7' PROPOSED RESILIENCE 1966-MARGATE II --A 2 CAR GARAGE RIGHT COV'D. 3,0"(3.0, ENTRY AC T15 33 I 33. 8 19.3, s_ r — rT 16' LOT 22,5 I LOT 224 7_3J' 7- 11,00' DRIVE I with setbacks and impervious area 25.70' 25.20' 25.20' shown on plan. N, 10' UTIL 9 GD,< 0'" ESMT 'A 1 1 SIJOACKS AS FURNISHED FRONT - 25'(*) PEAR 20' SIDE 5' (40' LOT) 7.5' (60' LOT) 10' (75' LOT) SIDE STREET = 25' (60' & 75' LOT) 15' (40' LOT) 1') 25' FRONT SETBACK CAN BE REDUCED TO 20' ON CERTAIN LOTS. NO MORE THAN 2) IN SUCCESSION AT 20' AND A MINIMUM OF (2) IN SUCCESSION AT 25' RROPOSF0 = FINSHED SPOT GRADE ELEVATIONS PER PRAINACE PLANS 0 PROPOSED DRAINAGE FLOW 107GRADING TYPE A PROPOSED F.F. PER PLANS 26.3' QR 5' CONE WALK N 89'4303 " E 62. 00' CA T PRIVATE ROAD)(WIOTEI 50,0') P 5,3.14' P.G. Av- PLOT PEAN 0;IA' PLOT PLAN AREA CALCULATIONS A'07' A SURVEY LOT AREA 7, 1,O ± SQUARE FEEF FLATWORK ONIOFF LOT = TOTAL _t SQUARE FEET FLATWORK DRIVE 40,31 110- 513 t SQUARE FEET FOLINDATIONIPAD 2,359 f SQUARE- FLET WALKS 2513 1 0= 338 SQUARE FEET ROAR PATIO 104 ± SQUARE FEET SOD 4,1331262 - 4,395 t SQUARE FEET FRONT PORCH DECK POOL DECK 9, 3 ± SQUARE FFLi N / A ± SQUARE FE f NOTE. FRONT SIDEWALK AND STREET LOCATION TAKEN FROM PtANS PROWDEP BY CLIENT - NOT FIELD VLRIFIED I' ll? 4'1115~ E JvAtErTR --SYC071T AS,5"OC,., Y,/V(,y - 11ANT SU1?[11._',r0J?,,5' t7l, I I D LEGEND PLAT P POJ_ INTD LINE a 5400E. COLONIAL OR. ORLANDO, FL, 32807 (407)-277 —3232 FAX (407)-658-74,16 FIELD L yr, TYPICALIip N PIPF I DIV, POD ROD, PIT POINT OFREVERSE CURVATURE PICZ, POINT[IF COMPOUND CURVATVD 1, THE UNDERSIGNED DOES HEREBY CERIVY DOAT THIS SURVEY MEETS Tor STANDARDS OF PRACTICE SET FORTH OF THE FLORIDA noODC of P OUNC ' ETCHANUMENT AL IGIE RADIALPROFESSIONALSURVEYORS AND RAPPERS IN CUAPEER SJ-17 FLORIDA AOMINISTRATIVE CODE PURSUANT TO SECTION 472D27, FLORDA 5TA!14 L/ , S. R.'/RLB 4S96 NA, NON -RADIAL 2, USED SS EMOOSSE0 WITH SURVD'QR',S SIGNATURE AND ORIGINAL RAISED REAL, THIS SURVEY MAP OR COPIES ARE NOT VAUD. Y G WYY a WITNESS POINT 1 T741S SURVEY WAS PREPARED FROM THLE INFORMATION FURNISHER TO DIE SURVEYOR, THERE MAY RE OTHER RhSTRfGDONS POINT OF BEGINNING CALL CALCULATED OR EASEMENTS THAT AFFECT THIS PROPFRTY, R.0 C. = RD NT OF COMMCWEnENT CENTERLINE FIRM w PERMANENT REFERDNCE MONUMENT ry FINISHED FLOOR E VA I Lr TIM4, NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTRF'FAWRc SHOWN NAIL k DISK DIS BUILDING SETDACK LINE 5. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT OF NEVER UPON BY ANY 07HER ENTO`Y. W BIEN I -OF-WAY B.M. BENCHMARK 6, DIMENSIONS SHOWN FOR T74C LOCATION OF IMPROVEMENTS HEREON SHOULD N07 BE USED TO RECONSTRUCT 600NOARY LINES. I $NT, EASEMENT B.B. = VASE BEARING E IAHRIN- ARC BASED ASS',AWD DATUM AND ON THE LINE SHOWN AS BASE BLARING (8.0,) DRIIN, DRAINAGE U R_ UTILITY S. ELEV.DONS. IF SHOWN, ARE BASE o ON NATIONAL GEODETIC VERTICAL BATOR or Unig, uNLER5 o7HDRRAsc NOTE(), C CHAIN LINK FENCE 9. CERTIFIC{TEF OF AU714OR17ATION N.. 4596, P, F 1, WOOD TENSE C' : CONCRETE BLOCK I" POINT D CURVATURE A — SCALE I-— I I, T. P NI1)FTANGENCY V sc, DIET IDPT I ON N CERTIFIED BY.DAE PREHo. P RAIDUS ARC L NGTN PLOTPLAN07--24-2017 29233 - 17 DELTA E NO 'D CHORD GEARING THIS 01, 40ING\PROPERTY NORTH DOES NOT UE WITHIN i 111SE IA SC THE ESDIRLDHEV 100 YEAR FLOOD PLANE AS PER "FIRM' GRUSE RP,'ER, R.L.S. 4714 IMLS . , ILI-S # 4801 ZONE N" MAN If 12117CO090 F (09-28 _ 07) r] Z pia x ut „ rnxcA ,bt-)u1-ux ru-ax(-a,'E 11 i , 9 b 6 SF , rrr Lighting and Small Appliance/Laundry Circuits Floor Area SmAppNo LaundNo Line Neutral 1966 2 1 Lighting Summary Standard 5,589 5,589 nOpti.ona.l 10,398 5,589 Ranges & Ovens Range No. No? Nameplate Line Neutral 1 1 8000 2 0 0 3 0 0 Range/Oven Summary Standard 6,400 4,480 Optional 8,000 4,480 Dryers Dryer No. No? Nameplate Line Neutral L 1 5000 2 0 3 pp0 Dryer Summary Standard 5,000 3,500 Optional 5,000 3,500 T"--.________ Heating and Cooling: Actual Number = 1 Name M? Ph No Amps Volts VA HP Line Neutral 1 _____ M 1 1 22.0 240 5,280 0 1 M 1. 1 2.0 240 480 0 1 M 1 1 5.0 240 1,200 0 1 1 1 1 22 240 1 5,280 0 Heat/Cool Summary Standard 12,240 0 Optional 12,240 0 Fixed Appliances: Actual Number = 6 Naive M? Ph No Amps Volts VA HP Line Neutral DISP 1 1 120 600 600 600 DISH 1 1 120 1200 1,200 1,200 MICRO} 1 1 120 1200 1,200 1,200 Wii 1 1. 18.5 24:0 4,440 0 OPT POOL 1 1 10 240 2,400 0 OPT POOL, HEAT 1 1 31 240 7,440 0 fixed Appliance Summary Standard 12,960 2,250 other Appliances: Actual Number = 0 Optional 17,280 2,250 Name M? Ph No Amps Volts VA HP Line Neutral Other Appliance Summary Standard 0-_____0 Optional. 0 0 25`s of Max Motor: -- ------ Dine is Std Only; Neutral for Both Maximum Phase Amps Volts Meat/Cool Phase Amps Volts 1 22 240 Fixed Apple Phase Amps Volts 0 Other Appl. Phase Amps Volts Max Motor Summary Standard only 1,320 0 SUMMARY Standard Line Neutral Total Total - 43,509 15,819 Maximum Amperage = 181 66 Service Voltage = 240 I Service Phase = 1 Optional Line Neutral Total Total - 34,511 15,819 Maximum Amperage = 144 66 Service Voltage = 240 Service Phase = 1 Lumber design values are in accordance with ANSk7P| 1 section 8,3 These truss designs rely on lumber values established by others. KE[oK[UYY 8904Parke East Blvd. Site Information: ~,_I pV 1 4115 Cus xner|nfu PARK SQUARE HyWS Project Name: pKS1068A Model: A u*|Ex /SSG A Lot/Block: 225 Subdivision: VVYNDHAMPRESERVE Address: 2636 FLYCATCHER WAY City. GANFDRO State: FLORIDA Name Address and License #ofStructural Engineer ofRecord, Kthere ksone, for the building, Name License# Address, CdT State'. General Truss Engineering Criteria && Design Loads (individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/ TP12007 Design Program: K1iTok202O76 Wind Code: /\3CE7-}O Wind Speed: 140mph Roof Load: 40.0pof Floor Load: N/Apyf This package includes 32 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed tothis sheet, | hereby certify that | am the Truss Design Engineer and this index sheet conforms hoS1G15-31 003.se( tion5oftheF|oridaBoerdofProfessiona|EngineersRu|eo. No. :Seal# Truss Name Date No Seal# ITruss Name !Date 8/11171 This item has been electronically signed and sealed by Albani, Thomas, PE using aDigital Signature, Printed copies of this document are not considere d sealed and the signature must beverified on any electronic copies The truss drawing(s) referenced above have beer d bv Mi]ek DS/\, Inc. under my direct supervision based on the parameters provided by Mid -Florida Lumber Acquisitions, Inc.. Truss Design Engineer's Nanle AJbani.Thomas My license renewal date for the state of Florida is February 28. 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSITTPI 1 . These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTelk's customers file reference purpose only, and was not taken into account in the preparatiort of these designs. MiTelk has not independently verified the applicability of the design parameters or the designs for any particular building, Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSIITPI 1, Chapter 2. RE: PKS1 966A - Park Scl Hms/Margate 11 1966A Site Information: Customer Info: PARK SQUARE HMS Project Name: PKS1 966A Model: MARGATE 11 1966-A Lot/Block: 225 Subdivision: WYNDHAM PRESERVE Address: 2636 FLYCATCHER WAY City: SANFORD State-, FLORIDA 2of2 At Truss St aJEEN 10 Park So HMS/Margate H 1966A 11730213 6 nel. L.-tol, Barlow. 1L7.640 s Apr 19 2016 Was Industries Inc Tue Aug 01 101 &6 56 2017 Page I I D fOY6XuKAOX1hl4k2LicB6kBy3q_a-9iLmozLnCB I IVBN6yaJPNqBkyvvmoiOq7uSXTI.vsFnp 6- 4 13-9-2 20-0-0 26-2- 14 S 12 1- 0-0 7-(-4 6-2-14 6-2-14 6-2-14 6-2-14 7-6-4 A-0-0 Scale = 1 70.4 5, 5 3X6 I z 23 Z4 dt 4u ze, I . 3x4 = LOADING ( psf) SPACING- 2-0-0 CsL TCLL 20.0 Plate Grip BOIL 1,25 TIC &67 TCCL 100 Lumber COIL 1,25 BC 091 BCLL 00 Rep Stress Incr NO WB 0.70 BCDL 10,0 Code FBC2014ITP12007 Matrix-M) LUMBERS TOP CHORD 2x4 SID No,2 BOT CHORD 2x4 SP No I WEBS 2x4 So No.3 3x4 = 3X6 - REEL. in (loc) I/defl L/d PLATES GRIP I Vert(- L) -034 11-12 >999 240 all I ZU 2441190 Vert( TL) -075 11-12 1639 180 Hor7.( TL) 0.15 8 ma Fie Weight 206 to FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-10-13 Go purlins, BOT CHORD Structural wood sheathing directly applied or 7-11-15 oc bracing WEBS 1 Row at mid pt 6-11, 4-11 REACTIONS. ( lb/size) 2=1660/0-7-8, 8=1660/0-7-8 Max Horz 2=201 (LC 11) Max Uplft[2--302(LC 12), 8=-302([-C 12) FORCES, 01b) - Max Comp./Max Ten - All forces 250 (11h) or less except when shown TOP CHORD 2-19=-2880/796. 3-19=-27921820, 3-4=-26801820, 4-20=-1861/645, 5-20=-1760/657, 5-21 =- 1 760/658, 6-21 =-1861/645, 6-7=-2681/820, 7-22=-2793/820, 8-22=-2880/796 BOT CHORD 2-12=-61412632, 12-23=-433/2145, 23-24=-43312145, 11-24=433/2145, 11-25-443/2033, 25-26=- 443,'2033, 10-26=-443/2033, 8-10=-618/2489 WEBS 5- 11 =-363/1280, 6-11 =-716/292, 6-10=-136/632, 7-1 0=-353/213, 4-1 1=-716/292, 4-12=- 136/631, 3-12=-353/213 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design 2) Wind ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3 Opsf: h=15ft, B=45ft. L=24ft, eave=5ft, Cat 11, Exp 6, Encl., GCrd=0 18, MAi (directional) and C-C Extenor(2) -1-0-0 to 2-0-0, Intenor(l) 2-0-0 to 20-0-0, Extenor(2) 20-0-0 to 23-0- 0 zone,C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1 60 3) The Fabrication Tolerance at joint 5 = 0%, joint 2 = 0%, joint 11 = 0%. joint 6 = 01%, joint 10 = 0%, joint 7 = 0%, joint 4 = 0%, joint 12 0%, joint 3 = 0%, joint 8 = 0% 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 5) * This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 1 O,Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 302 lb uplift at joint 2 and 302 0 uplift at joint 8 7) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING, Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111J473 rev. 10/0312015 BEFORE USE. Design valid for use only wdh Wake connectors This design is based only upon parameters shown, and is for an individual building component not a truss system Before use the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web anchor chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage., delivery, ereelion and bracing of trusses and truss systems see ANSI TPH Quality Criteria, DSB-" and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Insfirce, 218 N. Lee Street Suite 312 Alexandria, VA 22314 Tampa, FL 3WO Foe Park Sq F1ms'Psoi ate if 1966A T11730214 A22 HIP Lumber, Bartow=, FL 7, 640 s Apr 19 281E MiiTek Industries, Inc. Toe Aug 01 10-37.04 2017 Page t In rFfnwM3Wq?GifrcQMh4ZDxyq_6K-Qvi121QYo1oRD3rFIrQpd5OpAxYOCUHIVgvrt)NysFnj 1-0-0 6-8-5 12-10-3 1g-0-6 _ 21-0-C 27-1-13 33.3- 400-C 0- 0- 0 6-8-5 6 1-13 6-1-111 2-0-0 & 1-13 6-1-13 6-8-5 1-0-0 Scale = 1.72.6 5. 5 =- 6. 00 j 12 54 = 5 6 tp Lb L/ 14 "' 12 Gtt 11 3x4 r ask =- 3x4 3x6 = 3x4 =- 3x4 LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Led TCLL 20.0 Plate Grip DOL 1.25 j TC 0.50 Vert(LL) 0 39 14-15 999 240 TCDL 10.0 Lumber DOL 1-25 ! BC 1 00 Vert(TL) 0.84 14-15 573 180 BCLL 0.0 Rep Stress [nor YES ( WB 0.36 Horz(TL) 0.18 9 n/a n/a BCDL 10-0 Code FBC2014,7PI2007 Matrix-M) LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD BOT CHORD 2x4 SP No 2 BOT CHORD WEBS 2x4 SP No.3 WEBS REACTIONS, ( lb/size) 9-1660t0-7-8, 2=1660/0-7-8 Max Herz 2=192(LC 11) Max Uplift9=-302(LC 12), 2=-302(LC 12) FORCES. ( Ib) - Max. Comp,/Max. Ten. - All forces 250 (to) or less except when shown. TOP CHORD 2-22=-2932/861, 3-22=-2847/881, 3-4=-26741846, 4-23=1928/694, 5-23-1834/715, 5- 6=-1648/681, 6-24=-1834/'715, 7-24=-1928/694, 7-8-2674/846, 8-25=-2847/881, 9- 25=-2932/861 BOT CHORD 2-15=-681/'2646, 15-26-514/2195, 26-27=-514/2195, 14-27=-514/2195, 13-14=-302/1682, 12- 13=-302/1682, 12-28=-523/2123, 28-29=-523/2123, 11-29=-523/2123, 9- 11=-690t2546 WEBS 3-15=-325t199, 4-15=-881549, 4-14=-7451318. 5-14=-203/623, 6-12=-203/623, 7-12-745/ 318, 7-1 1=-88/550,8-11-3251199 PLATES GRIP MT20 244/190 Weight: 216 to FT = 20°l Structural wood sheathing directly applied or 3-1-7 oc purlins. Rigid ceiling directly applied or 2-2-0 oc bracing, Except; 10-0-0 oc bracing. 12-14, 1 Row at midpt 4-14, 7-12 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3-Opsf, h=15ft; B=45ft; 1-=24ft, eave=51ft; Cat- 11, Exp B. Encl_, GCpl=0.18, MWFRS (directional) and C-C Extenor(2) -1-0-0 to 2-0-0, Intenor(1) 2-0-0 to 19-0-0, Exterior(2) 19-0-0 to 21-0-0, Interer(1) 25-2-15 to 41-0-0 zone,C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1 60 3) Provide adequate drainage to prevent water Dancing. 4) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads. 5) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 302 lb uplift at joint 9 and 302 is uplift at joint 2 71 " Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. M d_ sk Printedcopies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Verne assign Parameters and REAR NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 11411-7473 rev. 14103,2015 BEFORE USE. Design valid for use only with biToka, connectors. This design is based only upon parameters shown- and is €or an individual pudding componentnot a truss system. Before use, the binding designer must verify the applicability of design parameters and properly incorporate this design into the overall i building design. Bracing indicated is to prevent buckling of individual truss web andior chord members only. Additional temporary and permanent bracing ! is ahsays required for stability and tc prevent coilapse with possible personas injury and pro,oerh damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. see Street, Sure 312, Aiexandna, VA 22314. 1ampa, FL 36610 Truss Type Ub, 'Pry Part Sq HmsfMargate d 1966A T 11730215 NIP It i i do Lumber_ Bartow, FL. 7 C40 c Apr 19 2016 Mil ek industries, Inc. I ue Aug tit 1e.31 us 2,01 r Page 1 In rFfnwM3Wo?GifrcQMh4ZDxyq_6K-15GPGMRAZKwIrDQSsZx29Jwy0t-wcxghskUePDgysF 1-0- 6-0-5 11-6-3-17_0-0 ---.'_-----23-0-0 3311-11 4C3Q-G 1-0-0 1-0- 1-0-0 6-0-5 5-5-13 5-5-13 6-0-0 5-5-13 5-5-i3 6-0-5 1-O-0 Scale = 1 71.4 5x5 :- 6.OD 112 5x8 5 24 25 6 to Its [`e 14 IJ 12 OU .,sr ii 3x4 3x8 __. 3e6 3x4 = 3x4 = 3x6 = 3x6 _ LOADING (par) SPACING- 2-0-0 CSL DEFL. in (too) Vdefl L/d TCLL 20-0 Plate Grip DOL 1.25 TC 0.60 Ved(LL) 0,25 14-15 999 240 TCDL 10.0 Lumber DOL 1,25 BC 0.87 Vert(TL) 0,64 11-12 749 180 BCLL 0-0 Rep Stress Incr YES WE 0-79 Horz(TL) 0.18 9 n/a n/a BCDL 100 Code FBC2014ITP12007 I (Matrix-M) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No 3 REACTIONS, (lb/size) 2=1660/0-7-8, 9=1660/0-7-8 Max Harz 2=173(LC 11) Max Uplift2=-302(LC 12), 9=-302(1_C 12) PLATES GRIP MT20 244/190 Weight: 221 lb FT = 2010 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-1-8 oc purlins- BOT CHORD Rigid ceiling directly applied or 6-10-5 oc bracing. WEBS 1 Row at mapt 6-14 FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-22=-2973/899, 3-22=-2895/917, 3-4=-27471890, 4-23=-2094/751, 5-23=-2014/770, 5-24=-1809/745, 24-25=-1809t745, 6-25=-1809/745, 6-26=-2013/770, 7-26=-20931751, 7-8--2760/890.8-27=-28941917.9-27=-2973/899 BOT CHORD 2-15=-729/2692, 15-28=-586/2309, 28-29=-58612309, 14-29=-586/2309, 13-14=-401/1839, 12-13-401/1839, 12-30=-595/2224, 30-31=-595/2224, 11-31=-595/2224, 9-1 1=-738/2589 WEBS 3-15=-287/174, 4-15-78/461, 4-14-637/279, 5-14=-164/622, 6-12=-159/689, 7-12=-637/279, 7-11=-78/460, 8-11=-287/174 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf, h=15ft, B=45ft; L=24ft, eave=5ft, Cat. 11, Exp BI Focl_, GCpi=0.18, MVVFRS (directional) and C-C Extertor(2) -1-0-0 to 2-0-0, Interer(1) 2-0-0 to 17-0-0, Extenor(2) 17-0-0 to 27-2-15, Inter€or(1) 27-2-15 to 41-0-0 zone,C-C for members and forces £x MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1 60 3) Provide adequate drainage to prevent water pending 4) This truss has been designed for a 10-0 psf bottom chord live load nonconcurrerlt with any other live loads. 51 ` This truss has been designed for a hve load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. with BCDL = 10 Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 302 IS uplift at joint 2 and 302 ib uplift at joint 9. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss Printedcopies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING -Verify design parama(en and READ NOTES ON THIS AND INCLUDED Mt7EK REFERENCE PAGE MR-7473 rev. 40f03,`2415 BEFORE USE. Design valid for use only with MITekRe connectors. This design is based only upon parameters shown. and is for an individual budding component. not a truss system. Before use, the building designer must verity the, aribiceblity of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and:ior chord members only. Additional temporary and permanent bracing is always reguwred for stability and to prevent collapse with possible personal injury and property damage. For genera, guidance regarding the fabrication. storage. delivery. discreet and bracing of trusses and truss systems, see ANSUTPH Quality Criteria, OS"9 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute, 218 N. Lee Street Sure 312, Alexandna, VA 22314. Tampa. FL 36610 Job , Tr, PKS1966A IA4 Truss Type, HIP 1 I 1 Park Sq Hms/Matgate it 1966A T 1/730216 ionce :.umber- Bartow. rt. ?.640 s Apr 19 2016 Mrrek Industries. Inc. The .Aug 01 10.37.05 2017 Page 1 ID iTfnwM3Wq?GifrcQMh4ZDxyq_6K-15GPGMRAZKwirDQSsZx29JwOsLw8xw6skUePDgysFni i +' ` 1.-2 3 "SD_ 0 i 20._0-0 .. 25-0_Gd 29-9-13 ;3 7 1 4v-0-0 0-Q 1- - -4- 1 _ 0 4-5 4-9a 4-9-13 5-0-0 5-0-0 4-9-93 4 9 13 5-4-5 1-0-0 Seale = 1. 70.7 5x5 = 1. 5x4 15x5 5 23 G 24 14 L, ce 13 G` J 3u i2 3x6 - 3x6 =- 5x8 - 3x8 = 3x6 LOADING ( psf) SPACING- 2-0-0 CSi. DEFL. in (Ioc) I/deft Ud TOLL 20. 0 Plate Grip DOL 1 25 TC 0,38 Vert(C L) 0.34 13-14 999 240 TCDL 10. 0 Lumber DOL t25 BC 0,84 Vert(TL) 0,74 13-14 649 180 BCLL 0. 0 Rep Stress Incr YES WB 0.45 Horz(TL) 0.16 10 nfa n/a BCDL 10. 0 Code FBC2014fTP12007 Matrix-M) LUMBER - TOP CHORD 2x4 SP No 2 BQT CHORD 2x4 SP No 1 WEBS 2x4 SP No 3 REACTIONS. (lb/ size) 2=1660/0-7-8, 10=1660/0-7-8 Max Harz 2-153(LC 10) Max Uplift2=- 302(LC 12), 10=-302(LC 12) PLATES GRIP MT20 244/ 190 Weight: 221 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-2-3 oc purlins_ BOT CHORD Rigid ceiling directly applied or 7-1-3 oc bracing FORCES. (to) - Max. Comp,/Max, Ten. - All forces 250 (lb) or less except when shown_ TOP CHORD 2-21=-2996/946, 3-21=-29361961, 3-4=-2732/885, 4-22=-2765/992, 5-22=-2706/1008, 5-23=- 2166f818, 6-23=-2166/818, 6-24=-2166/818, 7-24--2166/818, 7-25=-2707/1008, 8-25=- 27661992, 8-9=-2733/885, 9-26=-2938/961, 10-26=-29971946 BOT CHORD 2-14=-774/ 2728, 14-27=-472f2034, 27-28=-472/2034, 13-28=-472/2034, 13-29=-48111968. 29-30=-481/1968,12-30=481/1968. 10-12=-783/2614 WEBS 3-14=-292/176, 4-14=-326/ 234, 5-14=-293/838, 5-13=-95/486, 6-13-337/178, 7-13=-95/486, 7-12=-293/838, 8-12--3261234, 9-12=-292i176 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind ASCE 7-10, Vutt=140mph (3-second gust) Vasd= 108mpfT TCDL=4.2psf, BCDL=3 Opsf, h=15ft, B=45ft, L=24ft, eave=5ft, Cat 11, Exp 6, Encl . GCpi=0.18, MWFRS (directional) and C-C Exterer(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 15-0-0. Exterior(2) 15-0-0 to 29-2-15, Interior(1) 29-2-15 to 41-0- 0 zone,C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL 1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads_ 5) ° This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tail by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10 Spat, 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 302 Ib uplift at joint 2 and 302 lb uplift at joint 10 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss_ Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MV-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with pill TekD connectors ?Ns design is based only upon parameters -shownand is for as individual building component not a tiny system. Before uso. the building designer ..at verify the applicability of design parameters and property Incorporate, this design into the overall bri,bin g o-ar, Bracing indicated is to prevent buckling of individual truss web andtor chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the NI fahriCatior,. storage, delivery. erection and bracing of truss" and truss systems, see ANSIfTPIt Quality Criteria, DSB-89 and BCSI Building Component rkEast Safety Information available from lips,, Plate Institute. 218 N. Lou Street6904 Pae Blvd. Suite 312, Alexandria. VA 22314. Tampa, rk East Truss Type HIP 1 ' i Park So Hole"Margate li 196(oA T11730217 C10 9orida Lumber, Ballow, FL. 7.640 s Apr 19 2016 MTek Industries, Inc. Tue Aug 01 10.31 06 2011 Page 1 ID rFfnwM3Wq?GitrcQMh4ZDxyq-6K-migoTlSoKe29TM eQGSHiWT6cilrgL_Oz8OylGysFnt) a 0-0 6-9-4 13-p-v^ 20-0-0 27-6-0 33-2-12 40-0-0 41,-0-0 1-0-0 6-94 6-2-12 7-0-0 7-0-0 6-2-12 6-9-4 1-0-0 Seale = 1 70.7 5x8 4 23 24 1.5x4 i 5x8 = 5 25 26 6 14 13 xu 12 a 11 10 1.5z4 11 3x4 — 5x8 — 3x4 — 1.5x4 I 3x6 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in hoc) Veep L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.19 12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1_25 BC 0.74 Vert(TL) -0.51 12-13 >943 180 BCLL 0.0 Rep Stress Incr YES WE 0-54 Horz(TL) 0-19 8 Fria n/a BCDL 10.0 Code FBC2014/TP120ur Weight, 212lb FT = 20% Matrix_M} LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-9-6 oc bracing. WEBS 2x4 SP No 3 REACTIONS. (lbreize) 2=1660/0-7-8, 8=1660/0-7-8 Max Harz 2=134(LC 11) Max Uplift2=-302(LC 12), 8=-302(LC 12) FORCES, (lb) - Max- Camp./Max- Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-21=-2967/924, 3-21=-2881/945, 3-22=-2447/831, 4-22=-2359/847, 4-23=-2438/911, 23-24=-2438/911, 5-24=-2438,1911, 5-25=-24381911, 25-26=-2438/911, 6-26=-2438/911, 6-27=-2359/847. 7-27=-2447/831, 7-28=-28811945, 8-28-29671924 BOT CHORD 2-14=- 751/2577, 13-14=-751/2577, 13-29=-536/2125, 12-29=-536/2125, 12-30=-545/2116, 11-30=-545/2116, 10-11=- 759/2577, 8-10=-759/2577 WEBS 3-13=-5391245, 4-13=-80/462, 4-12=-168f570, 5-12=-4791'245, 6-12=168/570, 6-11=-80/462. 7-11=-539/ 245 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind- ASCE 7-10. Vint=140mph ( 3-second gust) Vasd=108mph, TCDL=4.2psf. BCDL=3-Opsf; h=15ft; B=45ft, L=24ft. eave=sit, Cat. N; Exp B, Encl., GCpi=0.18, MWFRS ( directional) and C-C Exterior(2) -1-0-0 to 2-0-0, interior(1) 2-0-0 to 13-0-0. Extenor(2) 13-0-0 to 31-2-15, Interior(') 31-2-15 to 41-0-0 zone,C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 302 Ib uplift at joint 2 and 302 lb uplift at joint 8. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIF7473 rev. 101031201$ BEFORE USE. Design valid for use only with MITeke, connectors. This design Is based only upon parameters shown, and is tor an Individual building component, not a tuiss system. Before use, the building designer must verify the applicability of design, parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andda chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For genera, guidance regarding the - - fabrication, storage. delivery, erection and bracing of trusses and truss systems. see ANSIITP11 Quality Criteria, DSB-" and SCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute, 218, N. Lee Street, Sure 312, Alexandria, VA 22314. Tampa. FL 36610 A Tru SS Truss Type (Qty IPly Park Sq Hmoliddigate 111966A --_-. _-- T11730218 fS196&A IA6 IHIP 1 1 i— —1_.. iJob Refety r1Qe_wi2U.pn-oL'7 - — -- - Mid -Florida ,.umbee. Bartow. Fes. 7640 $Ap .9 2016 Walk Industries Inc Tue Aug 01 10.37,.07 2117 Page 1 ID rFfnwM3Wq?GifreOMh4ZDxyq_6K-EUOAg2SQ5yA65WZgzzzWFkOKl18dOPhS9Co7VJIiysFn i-O-Q---_--- 5 4 11-0.0 17-p-G 23-0-0 _ 23-0.ry 34 12 4C 0-9 41-¢ 1-0-0 5-9-4 5-2-12 6-0-0 6_0_0 6-0-0 5-2-12 5 9.4 1-0-0 Scale = 1 707 5x5 =- 3x4 - 4 24 25 5 3x4 = 5x5 6 26 27 r 15 14 su 3t Ili 1z 33 12 11 1 . 5x4 1'= 3x8 = 6X — 3x8 — 1-5x4 II 3x6 — 3x6 = LOADING ( psf) SPACING- 2-0-0 1 CSI. TOLL 20.0 Plate Grip DOL 1,25 TC 049 TCDL 10.0 Lumber DOL 1,25 BC 0.72 BCLL 0.0 Rep Stress Incr YES WE 0-97 BCDL 10.0 Code FBC20141TP12007 Matrix-M) LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. ( lb/size) 2=166010-7-8, 9=166010-7-8 Max Harz 2=115( LC 11) Max Uplift2=-302(LC 12). 9=-302(LC 12) DEFL. in (too) 1ldefi Lld PLATES GRIP Vert(-L) -023 12- 13 >999 240 MT20 244/190 Vert(TL) -0-65 12-13 >736 IOU HOrz(TL) 0-19 9 n/a n/a Weight: 208 to FT = 20 l BRACING - TOP CHORD Structural wood sheathing directly applied or 3-1-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-1-1 oc bracing. FORCES. (Ib) - Max- Comp./ Max. Ten. - All forces 250 (lb) or less except when shown - TOP CHORD 2-22=- 2989/955, 3-22=-2912/973, 3-23=-2602/874, 4-23=-2531r'892, 4-24=-2282/855, 24-25=-22821855.5- 25=-22821855,5-6=-2823/996,6-26=-2282/855,26-27=-2282/855. 7-27=-22821855, 7- 28=-2531/892, 8-28=-2602/874, 8-29=-2912/973, 9-29=-2989/955 BOT CHORD 2-15=-785t2605, 14-15-785/2605, 14-30=-771/2774, 30-31=-771,12774, 13-31=-771i2774, 13-32=-775/2774,32-33=-77512774,12-33=- 775/2774,11-12=-793/2605. 9-11=-793t2605 WEBS 3-14=-398/208,4- 14=-2191819,5- 14=-770/261,6-12=-7701261, 7-12=-2201819, 8-12=-398/208 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind, ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=42psf, BCDL=3-opsf, h=151`1, 6=45ft, L=24Pt; eave=5ft, Cat. 11, Exp B, Enel-, GCpi=0.18, MWFRS (directional) and C-C Exterer(2) -1-0-0 to 2-0-0, intenol 2-0-0 to 11-0-0, Exterior(2) 11-0-0 to 33-2-15, Intenor(1) 33-2-15 to 41-0-0 zone,C-C for members and forces & MWFRS for reactions shown; Lumber D0L=1-60 plate grip DOL=1,60 3) Provide adequate drainage to prevent water ponding- 4) This truss has been designed for a 10. 0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20-Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10-Opsf- 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 302 to uplift at joint 2 and 302 lb uplift at joint 9. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Verify design Parameters and READ NOTES ON THIS AND INCLUDED MUEK REFERENCE RAGE 11611-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITekPvv connectors This design Is based only upon parameters shown. and Is for an individual entitling component- not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall ch,16,9 0—gn. Bracing indicated Is to Prevent buckling of individual truss wan and- chord members only. Additional temporaryand permanent bracing s is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - - - -* fabrication- storage. 6elivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute- 218 N. Lee Street- Suite 312, Alexandria, VA 22314. Tampa, FL 36610 ype jothy :Ply Park, So Hms!xi 11 1966A T 11710219 KS 1966A IA7 !HIP J Q12 F-P11laerNull- A Pi fed--FlondaLwal be 1, harrow FL, 7 640 s Aar 19 2016 khrrek Industries, Inc Toe Aug 01 10 37 08 2017 Page I ID rFfiiwM3Wq?GifrcQMh4ZDxyq_6K-igyYuOT2sFItigBlXhVInxYNkYwg8FTIQSt3a9ysFnf 0-0 -4 -7-7 S1_0_0 35-2-12 40- -0 1-010 4-9-4 4-2 12 7-4-9 7-2-13 7-4-9 4-2-12 4-9-4 1 _0_G Scale cale1 7O 4 5x6 = 3x4 = 3X6 = 1 SX4 : 1: 5X8 6 00 T2_ 4 24 25 26 5 6 7 27 28 29 8 16 15 14 13 12 3x4 = 3x4 = 3x10 = 3x4 3X6 4x6 3x6 -1 LOADING ( pst) SPACING- 2-0-0 i Csj. DEFL. in ([or) Vdefl Lid PLATES GRIP TOLL 200 Plate Grip D L 1 25 TC 097 Vert(LL) -0.27 13-15 1999 240 MT20 244/190 TCDL 100 Lumber DOL 1.25 Sic 0,91 Vert(TL) -073 13-15 >657 180 BCLL 00 Rep Stress Incr YES WE 0.54 Horz(TL) 0,21 10 n/a me I BCDL 10,0 Code FBC2014/-FP[2007 (Matrix-M) LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 6- 8,4-6. 2x4 SP No 1 BOT CHORD BOT CHORD 2x4 SP No,2 WEBS WEBS 2x4 SP No.3 REACTIONS. ( lb/size) 2=1660/0-7-8, 10=1660/0-7-8 Max Harz 2=-96(LC 10) Max Uplrft2=-302(LC 12), 10=-302(_C 12) FORCES, ( B) - Max. Comp,/Max. Ten - All forces 250 01b) or less except when shown. TOP CHORD 2-23=-2980/1026, 3-23=-2908(1040, 3-4=-27281941, 4-24=-339011190, 24-25=-3390/1190, 25- 26=-3390/1190, 5-26=-3390/1190, 5-6=-3390/1190, 6-7=-3390/1190, 7- 27=-3390/1190, 27-28=-3390/1190, 28-29=-3390/1190, 8-29=-3390/1190, 8- 9=-2728/941, 9-30=-2908/1040, 10-30=-2980!1026 BOT CHORD 2-16=-852/2601, 15-16=-67812411, 14-15=-98113390, 13-14=-981/3390, 12-13=-6861241 1, 10- 12=-859/2601 WEBS 4-16=-38/348, 4-15=-39111228, 5-15=-502/247, 7-13=-46,41244, 8-13=391/1228, 8- 12=-38/348 Weight: 202 lb FT = 20% Structural wood sheathing directly applied - Rigid ceiling directly applied or 2-2-0 oc bracing 1 Row at inapt 5-13 NOTES- 1 ) Unbalanced roof live loads have been considered for this design 2) Wind. ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph ' TCDL=4,2psf ' Bl lh Opsf, =15ft, 13=45ftl L=24ft, eave=5ft, Cat. 11, Exp B, Encl , GCpi=0,18, MWFRS (directional) and C-C Exterfor(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-0-0, Exlerar(2) 9-0-0 to 35-4-11 Interior( l) 35-4-11 to 41-0-0 zone,C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip D0L= 1 .60 3) Provide adequate drainage to prevent water ponding 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 302 D uplift at joint 2 and 302 to uplift at joint 10 7) " Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Vert/ lfdesgia parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11411,7473r., 10,10312015 BEFORE USE. Design valid for use only with keTeinle connectors This design is based only upon Parameters Shown and is for an individual building component, not a truss System Before use the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing boosted is to prevent trucking of Indierl truss web and/or chord members only. Acri temporary and permanent bracing s always admired for stability and to prevent collapse with possible personal injury and property damage For general guidance recanting the NOW abric' shon, storage, delivery erection and bracing of trusses She truss systems see ANSIITPH Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute. 218 N. Lee Street Suite 312, Alszandria, VA 22314 I lamist FL 36610 yes Fare So Hroalfala,gate 11 1966A 111710220 PKS1966A AS HIP 1 once Lumber Harlow, kL 1 640 s Apr lie, 2016 M.Tok Industries too The Aug 01 10 37 10 2,017 Page. I ID rFfriwM3Wq?G[ffcQMh4ZDxyq_6K-f34IJ4VJOtYby_lPf6XDsMek,',MeHc8vbumMAulysFnd 1-01 -O:Q ------ 1--tf:4 - - - ------ 2_1 2 40,0,0 41-0 0 0-0 3,5-4 3-2-12 6-F-14 6-5-2 6-5-2 6-6-14 3-2-12 3-9-4 1-0-0 Scale = 170 8 5x7 1 5x4 11 5x8 - 1 5X4 II 5x7 - 00 ^ 1 4 23 24 525 26 27 28 29 6 30 31 32 7 33 34 35 36 8 16 3-1 38 15 39 40 41 42 14 43 44 45 13 46 47 48 12 3X5 3x4 --7 6x8 M T 20HS - 1 5X4 11 6x8 M120HS -- deal 3X5 LOADING (psf) SPACING- 2-0-0 CSL DEFL, in (loc) I/def] L/d TOLL 20,0 Plate Grip DOL 1,25 TC 090 Vert(LL) -0,37 14 >999 240 TCDL 100 Lumber DOL 1,25 BC 0,78 Ved(TL) -093 13-14 >515 180 BCLL 00 Rep Stress Incr NO WB 060 Horz(TL) 023 10 nba trip BCDL 10,0 1 Code FBC20141TP12007 (Matrix-M) LUMBER- BRACING - TOP CHORD 2x4 SO No.2 *Except' TOP CHORD 4-6 6-8 2x4 SP No 1 BOT CHORD BOT CHORD 2x4 SP No.2 *Except* 13-15. 2x4 SP No, 1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=2964/0-7-8, 10=2964/0-8-0 Max Herz 2=-77([-C 6) Max Upltft2=-759(LC 8), 10=-759([-C 8) FORCES. (lb) - Max Comp /Max, Ten, - All forces 250 (11b) or less except when shown TOP CHORD 2-3=-5700/1469, 3-4=-5659/1478, 4-23--7828/2066, 23-24=-7828/2066, 24-25=-7828/2066, 5-25=-7828/2066, 5-26=-7828/2066, 26-27=-7828/2066, 27-28=-782812066, 28-29=-7828/2066, 6-29=-7828/2066, 6-30=-7828/2066, 30-31 =-7828,'2066, 31-32=-7828/2066, 32-33=-782612066, 7-33=-7828/2066, 7-34=-7828/2066, 34-35=-7828/2066, 35-36=-7828/2066, 8-36=-7828/2066, 8-9=-5659/1478, 9-10=-5700/1469 BOT CHORD 2-16=-1237/4986, 16-37=-1232/5070, 37-38=-1232/5070,38-39=-1232/5070, 15-39=-1232/5070, 15-40=-215818665, 40-41=-2158/8665,41-42=-2158/8665, 14-42--2158/ 8665, 14-43=-2158/8665, 43-44=-2158/8665, 44-45=-215818665, 13-45--2158/ 8665, 13-46=-1232/5070, 46-47=-1232/5070,47-48=-1232/5070, 12-48=-1232/ 5070, 10-12=-123714986 WEBS 4-16=- 9/568, 4-15=-81413172, 5-15=-753/344, 6-15=-986/240, 6-14=0/462, 6-13=-986/ 240, 7-13-753/344, 8-1 3=-814/3172, 8-12=-9/568 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight 404 Its FT = 20% Structural wood sheathing directly applied Rigid ceiling directly applied or 9-4-8 oc bracing NOTES- 11) 2- ply truss to be connected together with 1 Od (0.1 31"x3") nails as follows Top chords connected as follows 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows 2x4 - 1 row at 0-9-0 on Webs connected as follows. 2x4 - 1 row at 0-9-0 oc 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (8) face it) the LOAD CASE(S) section Ply to ply connections have been provided to distribute only loads noted as (F) or (6), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design 4) Wind. ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3,Opsf, lrf=15ft, B=451t, L=24ft, eave=5ft. Cat. 11, Exp B, Encl-. GCpi=O 18, MWFRS (directional), Lumber DOL=1 60 plate grip D0L=1 60 Printed copies of this document are 5) Provide adequatedrainagetopreventwaterpending. 6) All plates are MT20 plates unless otherwise indicated not considered signed and sealed and 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, the signature must be verified on 8) * This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will any electronic copies fit between the bottom chord and any other members. WARNING, learripadesign parameters .. d READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11011,7473 nev, 1010312015 BEFORE USE. Design valid for use, only with I'ditrefors connectors This design is based only upon parameters shown..and is fora individual building componem not a tRlss system. Before use, the empire designer most verify the apple.mlary of design parameters and properly incorporate this design into the overall tort,ldm9druagir. Brag ,m9,, d,itd.d,s to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for Stability and to prevent collapse with possible personal injury and property damage Fm general guidance regarding me Now fabrication, storage, delivery, erection and bracing of trusses and truss systems see ANSIITP11 Quality Criteria, OSSuill) and SCSI Building Component 6904 Parke East Blvd Safety information available from Truss Plate poldure, 218 N Lee Street Suite 312, Arceabdna VA 22314 '-pe FL 36610 Job ' Truss 1 russ Type Utv Ply Park Sq HmslMargate II 1966A T11730220 PKS1466A As, -up f1 ry Lumbe[. Bartow. FL 7.640 s Apr 19 2016 10, ak Industries, Inc. l Ile. Aug 01 103l. 10201, Fmye 2 ID rFfnwM3Wq?GifrcQMh4ZDxycy6K-f341J4VJQtYby_IPfFXDsMeKSMeHc8vbumMAu9ysFnd NOTES- 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 759 lb uplift at joint 2 and 759 IS uplift at joint 10_ 10) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 190 IS down and 208 to up at 7-0-0, 97 to down and 106 IS up at 9-0-12, 97 Ib down and 106 to up at 11-0-12, 97 lb down and 106 to up at 13-0-12, 97 is down and 106 IS up at 15-0-12, 97 lb down and 106 lb up at 17-0-12, 97 IS down and 106 Eh up at 19-0-12, 97 lb down and 106 IS up at 20-11-4, 97 to down and 106 to up at 22-11-4, 97 lb down and 106 IS up at 24-11-4, 97 lb down and 106 lb up at 26-11-4, 97 lb down and 106 Ib up at 28-11-4, and 97 IS down and 106 IS up at 30-11-4. and 190 lb down and 208 to up at 33-0-0 on top chord, and 334 IS down and 99 lb up at 7-0-0, 66 IS down at 9-0-12. 66 IS down at 11-0-12, 66 IS down at 13-0-12, 66 to down at 15-0-12, 66 Ib down at 17-0-12, 66 Ib down at 19-0-12, 66 Ib down at 20-11-4, 66 in down at 22-11-4 66 lb down at 24-11-4, 66 lb down at 26-11-4, 66 to down at 28-11-4, and 66 lb down at 30-11-4, and 334 to down and 99 lb up at 32-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced)- Lumber Increase=1,25, Plate Increase=1.25 Uniform Loads (pif) Vert 1-4=-60. 4-8=-60, 8-11=-60, 17-20=-20 Concentrated Loads (€b) Vert- 4=-143(F) 8=-143(F) 16=-334(F) 12=-334fl 23-97(F) 24=-97(F) 25=-97(F) 27=-97(F) 28=-97(F) 29=-97(F) 30-97(F) 31=-97(F) 32=-97(F) 34=97(F) 35=-97(F) 36=-97(F) 37--41(F) 38=-41(F) 39=-41(F) 40=-41(F) 41=41(F) 42=41(F) 43=41(F) 44=-41(F) 45=-41(F) 46=-41(F) 47=-41(F) 48-41(F) WARNING - Varify design parameters and READ NOTES ON THIS AND INCLUDED M1TFK REFERENCE PAGE N71-7473 rev. 10/03/2015 BEFORE USE. Design valid to, use only witn, Ways, connectors. This design is based only upon parameters shownand is for an Individual building component. not i a truss system. Before usethe building designer most verify the applicability of design parameters and property incorporate this design into the overall budding design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is artvays required for stability add to inna- rt collapse wflh possible personal injury and property damage. For general guidance regarding the lea fabrication. storagedelivery , erection and bracing at trusses and truss sysfems. see ANSI/TPI1 Quality Criteria, DSBA9 and SCSI Building Component 6904 Parke East Dvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa. FL 36610 PKS1966A Truss Type HIP Uty Fly i Park Sq Hres/Margate II 1966A T11730221 Mid -Florida t-umber, Bartow. FL. 7 640 s Apr 19 2016 tiAlTek Industries- Inc. Tue Aug Ot 10 37.11 2017 Page t ID: rFfnwM3Wo?GifrcQMh4ZDxyq_6K-7FdhWQWx8AgSZBtcCp2SPaAOtmxRLf5I7Q5;iRTysFne 18-8-0 ------------- 6-0-8 2-8-0 6-0-8 6-0-8 6-7-0 1-0-D Scale = 1 722 3; or 5x5 6.00 I' 2 5x8 5 6 iu GO L( 14 13 12 26 va 11 3x4 = 4 _ 3x4 = 3X6 - 3x6 __ 3x8 = 3x4 LOADING (psf) i SPACING- 2-0-0 CSI. DEFL, in (loc) iidef! Lid TCLL 20-0 Plate Grip DOL 1,25 TO 0.47 Vert(LL) 0.32 11-12 999 240 TCDL 10.0 Lumber ROL 1.25 BC 0.97 VerUTL) 0.77 11-12 622 180 BCLL 0,0 ' Rep Stress Inch YES WB 0.35 Horz(TL) 0.18 9 nta n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD BOT CHORD 2x4 SP No -2 BOT CHORD WEBS 2x4 SP No.3 WEBS REACTIONS. (lb/size) 2=166010-7-8, 9=1660/0-7-8 Max Harz 2=-189(LC 10) Max Uplift 2=-302(LC 12), 9=-302(LC 12) FORCES- ( D) - Max- Comp./Max. Ten- - All forces 250 (D) or less except when shown. TOP CHORD 2-22=-2939t870, 3-22=-28551890, 3-4=-2686f856, 4-23=-19561702, 5-23=-18631723, 5-6-16741698, 6-24=-18611723, 7-24=-19541702, 7-8=-2687t856, 8-25=-28551890, 9-25=-2939/870 BOT CHORD 2-15=690(2641, 15-26=-52912203, 26-27=-529/2203, 14-27=-52912203, 13-14=-32411681, 12-13=-32411681,12-28=-53812142,28-29=-538F2142,11-29=-53812142, 9-11=-699t2554 WEBS 3-15=-3221192, 4-15=-87t529, 4-14=-720/307, 5-14=-207/634, 6- 12=-185(662, 7-12=7231308, 7-11=-881532, 8-11=3211192 PLATES GRIP MT20 2441190 Weight: 229 Ib FT = 201 Structural wood sheathing directly applied or 3-1-7 ac Purling Rigidceiling directly applied or 2- 2-0 oc bracing, Except, 10-0-0 oc bracing: 12-14. 1 Row at mapt 4-14, 5-14, 7-12 NOTES- 1) Unbalanced roof live loads have been considered for this design_ 2) Wind: ASCE 7-10. Vult=140mph (3-second gust) Vasd=108mph, TCDL= 42psf, BCDL=3.Opsf, h-15ft; B=45ft, L=24ft, eave=5ft, Cat. 11, Bee B, Encl_, GCipr O0 18 MWFRS (directional) and C-C Exteriar(2)-1-0-0 to 2-0-0. Interior(1) 2-0-0 to 18-8-0. Extenor(2) 18-8-0 to 21-4-0, Inter or(1) 25-6-15 to 41-0-0 zone,C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending_ 4) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 5) " This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6- 0 tali by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10Ober 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 302 Ib uplift at Joint 2 and 302 Ib uplift at Joint 9. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Yee r'fy design parameters add READ NOTES ON THIS AND INCLUDED NtITEK REFERENCE PAGE 114I1- 7473 rev. 1010312015 BEFORE USE. Design valid fps use only with MiTekS connecta:s. This design is based only upon paraneders shownand is for an individual building component. not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall buitdinq desigr, Bracing iudlcated is to prevent buckling of individual truss web anchor chord members only. Adddionat temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and proper-,y damage. For general guidance regarding the Nflv fabrication. storagedelivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI BuildingComponent 6904. ponce East Qlvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22114. 1ampa, FL 3661 t_' Truss Truss Type I 1966A jA10 SHIP Part, Sir Hms;TAargate li 1966A T11730222 41d do Lumber, Eartow FL. 7.640 s Apr 19 2016 Mi7ek Industries, Inc. Tus Aug 01 10.36:59 2017 Page i ID rFfnwM3Wq?GifrcOMh4Z Dxyq_ 6K-Txv8?JMPzU9971yi V Igew2ht P wtiXS4_MYB40AysFno 34-.- 0 440-0 1- 0-o 5-11-0 5-4-8 5-4-6 6-8-0 5-4-8 5-4-8 5-11-0 1-0-d Scale = 1.71.4 6. o0^,-2 5x5 = 5x8 = 5 24 25 6 11 do zs 54 1J 12 6U 51 `l 3x4 - 3x8 -. Sod - 3x4 = 3x4 -= 3x6 - 3x6 LOADING ( psf) SPACING- 2-0-0 CSL DEFL. in (too) I/deft L/d TCLL 20.0 1 Plate Grip DOL 1,25 TC 0.82 Vert(LL) 0,24 14-15 999 240 TCDL 100 Lumber DOL 1,25 BC 0,84 Vert(TL) 0-61 11-12 791 180 BCLL 0.0 ' Rep Stress Incr YES WB 074 Horz(TL) 0.18 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-M) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No 3 REACTIONS. ( lb/size) 2=1660/0-7-8.9=166010-7-8 Max Herz 2=169(LC 11) Max Uplift2=-302(LC 12). 9=-302(LC 12) PLATES GRIP MT20 244/190 Weight 220lb -FT Y20 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins BOT CHORD Rigid ceiling directly applied or 6-10-1 oc bracing WEBS 1 Row at midpt 6-14 FORCES. ( lb) - Max- Comp./Max- Ten- - All forces 250 (1b) or less except when shown. TOP CHORD 2-22=-2979/905, 3-22=-2902/922, 3-4=-2758/896, 4-23=-21221760, 5-23--2046/778, 5- 24--18381752,24-25=-1838/752,6-25=-18381752,6-26=-2047/778,7-26=-2122t760, 7- 8-_2771/896, 8-27=-2902/922, 9-27=-2979/904 BOT CHORD 2-15=-734f2693, 15-28=-595/2322, 28-29=-595/2322, 14-29=-595/2322, 13-14=-414,11866, 12- 13=-41411866, 12-30=-603f2240, 30-31=603/2240, 11-31=-60312240, 9-11=-743/2595 WEBS 3- 15=-281,171, 4- 15=-77/445, 4-14=-616/273, 5-14=-155/616, 6-12=-153/687, 7-12=-6161273, 7-11=-77/ 444, 8-11-281/171 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wlnd: ASCE 7-10, Vint= 140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3-Oast, h=15ft, 5=4511, L=24ft, eave=5ft, Cat h. Exp B, Encl_ GCpi=O-18, MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 16-8-0. Exterior(2) 16-8-0 to 27-6-15, Interior(1) 27- 6-15 to 41-0-0 zone,C-C for members and forces & MWFRS for reactions shown, Lumber D0L=1 60 plate grip DO L=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 5) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10 Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 302 Ib uplift at joint 2 and 302 to uplift at joint 9. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Varify design Parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Mll-7473 rev. 1"3,12015 BEFORE USE. Design valid for use only with M:Teke connecto.•$ This design is based only upon parameters shown- and is for an individual building component not a truss system. before usethe building designer must verify the applicability of design parameters and properly incorporate this design Into, the overall building design. Bracing Indicated Is to prevent buckling of individual truss web andtor chord members only. Additional temporary and permanent bracing is always required for snopy and to prevent collapse with possible personal Injury and property damage For general guidance regarding the NA11 fabrication, storage, delivery, erection and bracing of trusses and truss systems. see ANSItTPH Quality Criteria, DSB-89 and BCSI Building Component 1 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute. 218 N Lee Street, Suite 312. Alexandria- VA 22314. Tampa, Fi. 36610 Qty !Ply Pulp S l Hens/Margate II 1966A 1966A A11 HIP T1973022S rug iva gun sera . aan— 11, I.640 s Apr 19 2016 MiTek iremstnes, he Tue Aug 01 10.37-00 2017 Page 1 ID:rFfnwM3Wq?GifrcQMh4ZDxyq_6K-x8TXCEN1 koH01RXU3?LtSFD1 SKEaGZ^ 7bCxeYcysFnn Q- 7-7-4 14 8-0 2`J 0-0 __. n___.____ 2w4 0___.-___ 324-?2 40- 6-e _4„ -49 GO 7-7-4 7-0-12 5-4-0 5-4-0 7-0-12 7-7-4 1-0-0 5x8 - t5x4 5x8 = 4 23 5 24 6 14 13 12 11 10 3x6 — 15x4 3x4 = 5x8 - 3x4 - 1.5x4 11 LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) de4 Ud TOLL 20.0 Plate Grip DOL 125 TO 0.87 Vert(LL) 0,18 12 999 240 TCDL 10.0 Lumber DOL 1,25 BC 0.74 VerhTL) 0.48 13-14 a997 180 BCLL 0.0 Rep Stress Incr YES WB 0.82 H=(TL) 0.19 8 n/a n/a BCDL 10-0 Code FBC2014/TP12007 Matrix-Ml LUMBER - TOP CHORD 2x4 SP No -2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. ( lb/size) 2=1660/0-7-8, 8=1660/0-7-8 Max Herz 2=-150(LC 10) Max Upiift2-302(LC 12), 8=-302(1_C 12) Scale < 1:70.7 3x6 = PLATES GRIP MT20 244/190 Weight 219 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 6-11-2 oc bracing FORCES. ( to) - Max. Comp./Max. Ten - All forces 250 (Ib) or less except when shown. TOP CHORD 2-21=-2934/894, 3-21=-27641918, 3-22=-23141789, 4-22--2209/805, 4-23=-21321826. 5- 23=-2132/826,5-24=-2132/826,6-24=-2132/826,6-25=-2209805,7-25=-2314/789. 7- 26=-2764.1918,8-26=-2934/894 BOT CHORD 2-14=-719/2541, 18-14-71912541, 13-27=-475/1983, 12-27=-475/1983, 12-28-484/1983, 11 -28=-484/1983, 10-11 =- 728/2541, 8-1 0=-728/2541 WEBS 3-14=01284, 3-13=- 6471278, 4-13=-95/490, 4-12=-112/399, 5-12=-3471173, 6-1 2=- 112,1399, 6-11--95/490,, 7-11=-647/278, 7-10=0/284 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind ASCE 7-10: Vult=140mph (3-second gust) Vasd=108mph, TCDL= 4 2psf. BCDL=3 Opsf, h=15ft, 13=451"L L=244t. eave=5ft, Cat 11, Exp B, EncL, GCp(=0T8, MWFRS (directional) and C-C Exterior(2) -1- 0-0 to 2-0-0, Intenor(1) 2-0-0 to 14-8-0, Exterior(2) 14-8-0 to 29-6-15, Interior(1) 29-6-15 to 41-0-0 zone, C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip D0L=1 60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load non concurrent with any other live loads. 5) ` This truss has been designed for a Live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 1 O. Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 302 Ib uplift at joint 2 and 302 Ib uplift at joint 8. 71 `Semi -rigid pachbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Verify <tesigh parameters rod REAR NOTES ON THIS AND INCLUDED MITEK REFERENCE RAGE Mil-7473 rev. 1010312015 BEFORE USE. Design valid fxir rise only with MTek4J connectors. This design is based only upon parameters shown, and is for an individual building component. not, a truss system. Before use, the budding designer must verify the applicability of design parameters and properly incorporate this design into the overall buildins design. Bracing indicated is to prevent buckling of individual truss web and; of chord members only. Additiona; temporary and permanent bracing c is always rrolwou for stainlre and to prevent collapse with possible personal mmy and property damage. Fo; genera. guidance regafding the -- fabrication, storage, delVery. erection and bracing of trusses and truss systems, see ANSUTPH Quality Criteria, CISB-S9 and VCSI Building Component 6904 Parke East Blvd. Safety Information available form Truss Plate institute, city N Lee Street, Suite 322. Aloxandna. VA 22314. Tampa. FL 30610 Job !Truss Truss Type 1Oty Ply I Park So rems/margen, 11 1966A T11730224 PKS1966A IA12 SPECIAL 11 i 6 Is Lumber, Ban- FL 7.640 s Apr 19 2016 Mi'ller Industries Inc The. Aug 01 10 a-, 01 2017 Page I In rFfnwM3Wq?GifreOMh4ZDxyq_6K-PKlvQ?OfV6QsMb6hcljs6?TmBlkXZ.?3jGpsgB43ysFnm I -A-C '3-L!2 1 _ -Lo27 - Qz9 1 1-0-0, 7-6-4 6-11-12 1-10-0 5-4-3 5-7-12 6-0-12 6-7-4 1-o-6 Scale = 1 72 0 5.5 i I 4 5x5 _ 1 5x4 i 1 5xa -- o I o .. 15 13 J4 12 11 gag = 3s6 = 3X8 3x4 1 5x4 3X6 3.8 5x5 LOADING lost) SPACING- 2-0-0 i cSr DEFL. in (too) Udefl L/d TCLL 200 Plate Grip DOL 125 i TC 0,96 Vert(-L) 0,23 15-16 999 240 TCDL 100 Lumber Dot- 1,25 BC 094 VerhTL) 0,54 15-16 881 180 BOLL 00 Rep Stress Incr YES WB 060 Horz(TL) 0,19 9 ma n/a BCDL 10,0 Code FBC2014/TP12007 Matrix-M) LUMBER - TOP CHORD 2x4 SP No,2 BOT CHORD 2x4 SP No,2 WEBS 2x4 SP No,3 REACTIONS. (lb/size) 9=1658/0-7-8, 2=1662/0-7-8 Max Herz 2=1 48(LC 11) Max Uplift 9=-302(LC 12), 2=-302(LC 12) PLATES GRIP MT20 244/190 Weight: 223 lb FT = 20% BRACING- TOPCHORD Structural wood Sheathing directly applied BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at mapt 5-15,5-13 FORCES. ( lb) - Max Comp/Max Ten. - All forces 250 Bat or less except when shown TOP CHORD 2-23=-2906/870, 3-23=-2743/893, 3-24=-27101902, 4-24--2612/913, 4-5=-2594/937, 5- 6=-2456/880, 6-25=-2456/880, 25-26=-24561880, 7-26=-2456/880, 7-27=-2377/816, 8- 27=-2464/805, 8-28=-2885/900, 9-28=-2969/879 BOT CHORD 2-16=-687/2592, 16-29=-454/2046, 29-30=-454/2046, 15-30=-454/2046, 15-31=-576/2424, 14- 31=-576/2424, 13-14=576/2424- 13-32=-527/2132, 12-32=-52712132, 11- 12=-720/2581, 9-1 1=-720/2581 WEBS 3-16=-402,249, 4-16=-204/640, 4-15=-518/1627, 5-15=-1377/537, 5-13=-75/273, 5-13=- 377/1197, 7-13=-171/542, 7-12--74/431, 8-12=-526/221 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3.Opsf, h=15ft, 6=45ft, L=24ft, eave=5ftl Cat 11, Exig B, Encl_ GCo=0 18, MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Intenor(l) 2-0-0 to 14-6-0, Exterior(2) 14-6-0 to 30-4- 0, Interici 30-4-0 to 41-0-0 zone,C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1 .60 plate grip DOJ_=1 . 60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 5) * This tFolss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. with BCDL = 10,Opsf, 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 302 lb uplift at joint 9 and 302 Its uplift at joint 2 7) "Semi - rigid prichigreadys including heels" Member end fixity model was used in the analysis and design of this truss Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Verify version 1.1round- anti READ NOTES ON THIS AND INCLUDED NITEK REFERENCE PAGE 1011,7473 rev, 1010312015 BEFORE USE. Design valid for use only with NgTeear connectors. This design is based only upon parameters shown and is for an individual hulitfing component, not a truss system Before use the building designer must verify the applicability of design parameters and properly incorporate this design into the overall burning design Bracing indicated is to prevent buckling of iudivnluar truss why anchor choral members only. Additional lemporary and permanent bracing is always required for stability and to prevent collapse with possible Personal injury and properly damage For general guidance regarding the fabrication storage delivery, erection and bracing of trusses and truss systems sea ANSIITPII Quality Criteria, DS"9 and Best Building Component 6904 Parka East Blvd Safety Information available from Truss Plate institute. 218 N. Lee Street Stine 312 Alexandria VA 22314 Tamp. Ft, 3661 C PKS1966A sA13 truss type SPECIAL Park Sq HmsJMargate II 1966A T11730225 do Lumber, Bar:ow, ' L. 7.6,40 s Apr 19 2016 MiTek Industries, Inc. Tue Aug 01 10.37.01 2017 Page i In rFfnwM3Wci9GifrcQMh4ZDxyc_6K-PK1vQ'9OfV6QsMb6hdjs6'1TmE kXk7_gGpsgB43ysFnm 0 i-6-4 .. n 6-0 _ __ 23-& 4 _ _- 29-4-'J 34-A-"2 - 40-0-0 1-2 o-0 7-6-4 6-11-12 3-10-0 5-4-3 5-7-12 5-0-12 5-7-4 1-0-0 Scale = 1:72.0 M vo of a< 15 r 13 12 11 3x6 `= 3x4 5x5 == day = 3x8 =- 3x4 == 1.5x4 II 3x6 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (Foci Vdefl Ud TCLL 20-0 Plate Grip DOL 1.25 TC 0,75 Vert(-L) 0,35 15-16 999 240 TCDL 100 Lumber DOL 1.25 ii BC 093 Vert(TL) 0 82 15-16 583 180 BCLL 0.0 ' Rep Stress Incr YES WE 0,91 HOra(TL) 0,19 9 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix-M) LUMBER - TOP CHORD 2x4 SP No 2 *Except* 1-4: 2x4 SP No BOT CHORD 2x4 SP No -2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=166210-7-8, 9=1658f0-7-8 Max Harz 2=-148(LC 10) Max Uplift2=-302(LC 12), 9=-302(LC 12) PLATES GRIP MT20 244/190 Weight_ 215 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. FORCES. (to) - Max. Comp,/Max Ten. - All forces 250 (lb) or less except when shown - TOP CHORD 2-23=-2916/879, 3-23=-2749/902, 3-24=-2722/911, 4-24=-2613t923, 4-25=-31311/1133, 5-25=-3223/1122, 5-6=-2832/986, 6-26=-2832/986, 26-27=-2832/986, 27-28=-2832/986, 7-28=-2832t986, 7-29=-25431865, 8-29=-2612/854, 8-30=-2913/927, 9-30--2990/910 BOTCHORD 2-16=-680/2526, 16-31=-453/1976, 31-32=-453/1976, 15-32=-453/1976, 14-15=-765/2894, 13-14=-76512894, 12-13=-599/2280, 11-12=75212606- 9-11=-752/2606 WEBS 3-16=406/250, 4-16=-200/711, 4-15=-654/1937, 5-15=-1576/626, 5-13=-252/53, 6-13=-376/197, 7- 13=-251/763, 7-12=-58/371, 8-12=-391/176 NOTES- 1't Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10i Vult-140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3Opsf, h=15ft; B=45ft; L=24ft; eave=5ft; Cat, 11; Exp B, Encl , GCpi=O- 18, MWFRS (directional) and C-C Extenor(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 14-6-0, Extenor(2) 14-6-0 to 17-6-0, Interior(l) 18-4-1 to 41-0-0 zone;C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL-1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10-0 psf bottom chord live load nonconcurrent with any other live loads 5) ` This truss has been designed for a live load of 20-Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10 Opsf 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 302 lb uplift at joint 2 and 302 B uplift at joint 9. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Verify design paranrefers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE RAGE Mtl-Td73 rev. 1010312015 BEFORE USE. Design valid for use only sah MiTev6 connectors. This design is based only upon parameters shownand is for an individual building component, not a truss system. Berore use the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Booing indicated is to prevent buckling of individual truss web and?or chord members only Additions; temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MR Yabrication. storagedeliveryerection and bracing of trusses and truss systems, see ANSVTPi1 Quality Critena, DSB-89 and BCSi Building Component Parke Safety lnfom eatian availableru from T-ss Plate Institute, 218N. LeeStreet. Sude 312. Ate-ridna. VA223146904 Parke East Blvd. Tamps. 3661C PKS1966A SPECIAL, Park Sq HmslMargae, 111965A T11730226 da Lumber. Bartow- FL. 7.640 s .Apr 192016 Miles industries, Inc. rue Aug G1 10 37: GZ 20 W Page 1 ID-rFfnwM3Wq?GifrcOMh4ZDxya 6K-tVvbHdl_PIGPYj_IhtBOOLYgJNM7tPkUU02WQicVysFnl 26 0 4 1-0-® 1-0-0 —7-6-4 6-11-12 — 5-10-0 5-6-0 5-6-0 4-0-12 4-7-4 1-C-G Scare= 172.0 5x5 -_ 16 15 13 12 11 3xfi __ 15x4 3x8 - 3x8 MT20HS - 3x10 3x4 = 3te -- 1 5.4 II 4-1 v... 2 r,-1 PO 7-6'Q-_.—_._.._---___--.10 Q 5-6'0 5--0 --. _ 0_ Plate Offsets -X.L C7_Q-6=0_I I9-Q 3 Q a 1 41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL_ in (too) I/defE Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.84 ( Vert(LL) -0.29 13 999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.90 VeR(TL) -0.74 12-13 >651 180 MT20HS 1871143 BCLL O.O " Rep Stress Incr YES WB 0.76 Hor7(TL) 0.22 9 n/a n1a BCDL 10.0 Code FBC2014/TP[2007 Matrix-M) Weight 210 to FT = 20°i° LUMBER- BRACING - TOP CHORD 2x4 SP No,2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-11-12 oc bracing. WEBS 2x4 SP No 3 WEBS 1 Row at mid St 5-15 REACTIONS. (lb/size) 2=1661/0-7-8, 9=1659/0-7-8 Max Herz 2=-148(LC 10) Max Upiift2=-304(LC 12), 9=-301(LC 12) FORCES. (lb) - Max- Comp./Max_ Ten. - All forces 250 (lb) or Tess except when shown. TOP CHORD 2-23=-29251852, 3-23=-28301876, 3-24=-2337/778, 4-24=-22301790, 4-25=-2232/785, 5-25=-23071774, 5- 6=-328711106, 6-26=-328711106, 26-27=-3287/1106, 7-27=-3287/1106, 7-28=-2695t896, 8-28=-2734/884, 8-29=29071979, 9-29=- 2978(966 BOTCHORD 2-16=-65912531, 15-16=-65912531, 14-15=98713570, 13-14-- 987,13570, 12-13=-986f3673, 11-12=-65712414, 9-11=-80712600 WEBS 3-16=0/270, 3-15=-634/251, 4-15=-487i1615, 5-15=-19641685, 5-12=-367( 94, 6-12=3631190, 7-12=- 35811117, 7-11=-29/307 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-10, Vult=140mph ( 3-second gust) Vasd=108mph, TCDL=4.2pst, BCDL=3.Opsf, h=15ft, 13= 4511; L=24ft; eave=511:; Cat_ III Exp B, Encl., GCpi=O. 18, MWFRS (directional) and C-C Exterior(2) -1-0.0 to 2-0-0, Interior(1) 2-0-0 to 14-6-0, Exterior(2) 14-6- 0 to 17-6-0, Intenor(1) 20-4-1 to 41-0-0 zone,C-C for members and forces & MWFRS for reactions shown, Lumber DOL=160 plate grip D OL=1.60 3) Provide adequate drainage to prevent water pending_ 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads_ 6) , This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members_ 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 304 lb uplift at joint 2 and 301 lb uplift at joint 9. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss_ Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Verif y des! grr parameters arrd READ NOTES ON THIS AND INCLUDED MtTEK REFERENCE PAGE Mtl-7473 rev. 10l03l2015 BEFORE USE. Design valid for use only with Mi7elo connectors. This design is based only rloan parameters shownnot a truss system. Before use- the building designer most verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andtor chord members only. Additional temporaryaria permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - fabricaten, storagedelivery, erection and bracing of trusses and truss systems- sec ANS1ITFit Quality Criteria, DSS-89 and SCSI Building Component ( 6904 Parke East Blvd. Safety Information available from Truss Plate institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa- PL 36610 Job Truss Palk Sri Hressiernuare I A P T71130227ty Micf-laricfa _umber. Bad-, FLsc...._-___._-__.--._ISPECIAt- Ype L-ly_ a it?.RgigrgnF.(gR Dri li 640 c Apr t. 2016 Nh ek Industries, Inc. , rue Aug 01 1 Q.3. 03 2017 Page 1 1 0 1-0-0 5 2-5 5-2-5 9 1rJ-3 14 6-0 4-7-13 4-7 " A 5? 3-11-0 ID rFfnwM3Wq?GifrcOMh4ZQxyq_6K-Mj8frhPw1jgacvG3k8va4urYuXQ_TuuZHA9l9xysFnk 22 4-1 27-10-0 ___ 3_-4-C t _ 3 11-0 5-6-0 5-6-0 3-0-12 3-7-4 1-0-0 Scale = 1.73.2 5x5 = 600'12 21 ` 20 19 18 17 la 15 14 13 4x10 _ 3x8 (I 6.6 = 8x8 = 4x6 = 1 5x4 II 4x12 = 3x4 = 1.5x4 Ii 3xS = LOADING (psf) SPACING- 2-0-0 t CSL TCLL 200 Plate Grip DOL 1.25 TC 0.85 TCDL 10.0 Lumber DOL 1,25 BC 0,95 BCLL 00 ' Rep Stress Incr NO WB 0,94 BCDL 10.0 Code FBC20141TP12007 Matrix-M) LUMBER - TOP CHORD 2x4 SP No_2 *Except' 7-9. 2x4 SP No BOT CHORD 2x4 SP No 1D `Except" 2-19 2x6 SP DSS WEBS 2x4 SP No.3 `Except` 5-19 2x4 SP No.2 REACTIONS. (lb/size) 2=2845/0-7-8, 11=193510-7-8 Max Horz 2= 148(1_C 7) Max Upiift2=-786( LC 8), 11=-413(LC 8) 4x10 10'20HS = DEFL. in (too) kdefl Led PLATES GRIP Vert(LL) -0, 45 17 >999 240 MT20 244e190 Veh(TL) -1. 11 17-18 1431 180 MT20HS 1871143 Horz(TL) 0. 23 11 nla nla Weight: 240 a FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-10-14 oc purlins- BOT CHORD Rigid ceiling directly applied or 6-0-10 oc bracing - WEBS 1 Row at midpt 4-19, 7-1 8. 6-19 FORCES. (lb) - Max Como/Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-6004e1678, 3-27=-468011286, 4-27=4595f1272, 4-5=-3310e875, 5-6=-33541892, 6-7=-4511t1093. 7-28=4863(1084, 8-28=-486311084, 8-29=-4863,'1084, 9-29=-4863t1084, 9-10=-34071729, 10-11=-33891690 BOT CHORD 2-21=-143115322, 21- 30=-1423t5293, 30-31=142315293, 20-31=-1423/5293, 19-20=-1014e4114, 18-19=-833l3999, 17-18=-124915921, 16-17=-1247t5925, 15-16=-1247(5925, 14-15=- 555t3034, 13-14=-555t2958, 11-13=-555f2958 WEBS 3-21=-2851950, 3-20=. 13611471, 4-20=-51011529, 4-19=17441622, 5-19=-7091/2683. 6-18=-342f1740, 7-18=-2542t549, 7-15=-12481327, 8-15=-372,1120, 9-15= 486,12150, 6-19=-1812J413 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind : ASCE 7-10, Vult= 140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3. Opsf, h=15ft, B=45ft, L=24ft, eave-Eft; Cat. Il; Exp B, Enci , GCpi=0.18, MWFRS (directional), Lumber DOL=1 60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending - 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live Toad nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 786 to uplift at joint 2 and 413 lb uplift at joint 11. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated loads) 130 to down and 112 to up at 6-11-4 on top chord, and 311 IS down and 119 Ib up at 5-0- 12, and 62 Ib down at 6-11-4, and 1020 lb down and 451 Ib up at 7-9-8 on Printed copies of this document are bottom chord The designlselection of such connection device(s) is the responsibility of others not considered signed and sealed and 10) in the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B)- the signature must be Verified on LOAD CASE(S) Standard any electronic copies ontinued on nacre 2 WARNING - Verify design Parameters and READ NOTES ON THIS AND INCLUDED M(TEH REFERENCE PAGE U11,7473 rev. 1010312015 BEFORE USE. j Design valid for use only with MiTeel y Connectors. This design is based only upon parameters shown, and is for an individual building component, rat a truss system. Fief- usethe building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andfor chord members only. Addtfianat temporary and permanent bracing Me is always required for ongolity and to prevent collapse with possible personal injury and property damage. For generalguidanceregardingthefabrication, storage. delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality criteria, DSB-89 and SCSI Building Component Er30A Parke East Bivd. Safety Information available from Truss Plate Institute, 218 In Lee Street. Suite 312. Aiexandna, VA 22314 Tampa, rk East Job I Truss I Truss hype IUty rF'ly Park Sol HmslMargate II 1966A T11-30227 PKS1966A (A15 #SPECIAL 1 Far) S.A9r 19 2016 Mriek Indefur es Inc. the Aug tit 10'.3i. Ur 2011 "age 2 ID rFfnwM3Wq?GtfrcQMn4ZDxyq_6K-Mj8frhPwljgacvG3k8va4urYuXD_TuuZHA919xysFnk LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pll Vert 1-5=-60, 5-7=-60, 7-9=-60, 9-12=-60, 2-24=-20 Concentrated Loads (lb) Vert 21=-311(F) 27=-90(F) 30=-39(F) 31=-1020(F) WARNING - verify des/gn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE, Design valid for use only with tt ,Take connectors. This design is based only upon parameters shown,-, and Is for an individual building componere not a truss system. Before use, the. building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Erasing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ( a Is always required for stability and to prevent Collapse with possible personal injury and property damage. For general guidance regarding the - - t fabricationstoragedelivery, erection and bracing of trusses and truss systems. see ANSifluall Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute- 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa. FL 36610 966A B1 FloricaL mbar. Ba aw--- i v1.0-q 5-2-13 1-0-0 5-2-13 Truss Ty COMMON Park Sq Hms/Margate 11 1966A T1173c228 7 640 s Apr 19 2016 M Tek Industries- Inc. The Aug 01 10'37.12 2017 Page 1 ID rFfnwM3Wq?GifrcOMh4ZDxyq_6K-bSB3kinWZvUoJ BH Som XZhynj F29Kk48luL4rHzwysFnb 4x4 =` 4- 5-3 4-1C?-12 Scale = 1:34.9 1M 6 3x4 = 5x8 MT20HS = 4.4 == Plate Offsets X YL- J2.01-12 Edg[7 0 4-0 0-3 4j LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in loc) Itdefl Lld I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0-25 j Vert(LL) -0-12 7-10 >999 240 MT20 244(190 TCDL 10-0 Lumber DOL 1,25 BC 0-78 Vert(TL) -0-32 7-10 >712 180 MT20HS 187t143 BOLL 0.0 Rep Stress Incr YES WB 0,20 Horz(TL) 0.03 6 nla nta BGDL 10.0 Code FBC20147TP12007 Matrix-M) Weight: 84 lb FT = 20l LUMBER- BRACING- TOP Cf iORD 2x4 SP No TOP CHORD Structural wood sheathing directly applied or 5-2-1 oc purllns- BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing - WEBS 2x4 SP No 3 REACTIONS. ( lb/size) 6=74610-7-8, 2=83410-7-8 Max Horz 2=98( LC 11) Max Uplift 6=-126( LC 12), 2=-163(LC 12) FORCES. (lb) - Max- Comp,/ Max. Ten - All forces 250 (lb) or less except when shown - TOP CHORD 2-14=- 1211t400, 3-14=-1155/415, 3-15=-911(309, 4-15=-8441320, 4-16=-844f331, 5-16=-9111316, 5-17=-1138/423, 6-17=-12131414 BOT CHORD 2-7=-322t1033, 6-7=-310t1035 WEBS 4-7=-140f518, 5-7=-3387199, 3-7=-331l207 NOTES- 1) Unbalanced roof five loads have been considered for this design 2) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; 6CDL=3.Opsf, h=15ft; B=45fl; L=24ft, eave=4ft, Cat- 11, Exp B; Encl-, GCpi=0.18; MWFRS (directional) and C-C Extenor( 2) -1-0-0 to 2-0-0, Intenor(1) 2-0-0 to 9-8-0, Extenor(2) 9-8-0 to 12-8-0 zone,C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated 4) This truss has been designed for a 10-0 psf bottom chord live load nonconcurrent with any other live loads. 5) ° This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 126 to uplift at joint 6 and 163 a uplift at joint 2. 7) "Senturigid pltchbreaks Including heels' Member end fixity model was used in the analysis and design of this truss Printedcopies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING -Verity desegn RaramaEers and READ NOTES ON THIS AND INCLUDED M1FEX REFERENCE PAGE M(f-7473 rev. 1010312015 BEFORE USE, l Design valid for use only with Mii Teke connectors. This design is based only upon parameters shown, and isfor an individual building component. net a truss systerr.. Before usethe building designer must verify the applicability of design parameters and properly incorporate this design into the overall holding design Bacin rg indlrated is io prevent buckling of Inivi ddual truss web armor chordmembers only. Additional temporary and permanent bracing Isahvays required Fas stability and tc prevent coilapeo with possible personal injury and property damage. For generai guidance regarding the - fa!?ricaftan. storage. delivery erection and bracing of misses and mass systems, see ANSIfTP11 Quality Criteria, DSB-89 and SCSI Building Component ! 6g04 Parke East, Blvd Safety Information available frous m Truss Plate Institute, 218 N. Le Bt ereet. Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Park Sri Hnna/Margyne. 11 1966A T11730229 PKS1966A :B2 GABLE uhri nt-- __ L Mid -Florida r of, Follow FL. I i-0-0 9-8-0 1640 s Apr 19 So 16 Mil or Ihalustraps, Inc I pe Aug 01 I U. s/ 1 2 ZUl 1 Fage 1 In rFfnwM3Wq?GifrcOMh4ZDxyq_6K-bSB3kmVvZvUo,)BHSorrXZhy,,ijGw9VN46wuL4rHzwysFnb 4x4 = 6 9-8-0 1-0-0 Scale = , 35.5 3x4 18 17 16 15 14 13 12 3x4 ` 5x5 -- LOADING (Psf) SPACING- 2-0-0 Cst DEFL. in loc) I/defl Lid PLATES GRIP TCLL 20,0 Plate Grip DOL 1,25 TC 013 Vert(-L) 0,00 11 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1 25 BC 0.10 Vert(TL) 0,01 11 n/r 120 BOLL 0,0 Rep Stress Incr YES WE 0,06 Horz(TL) 0.00 10 n/a n/a BCDL 10.0 Code FBC2014,TP12007 Matrix) Weight 95 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No,2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOTCHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing OTHERS 2x4 SP No,3 REACTIONS. All bearings 19-4-0, I1b) - Max Harz 2=1 02(LC 11) Max Uplift All uplift 100 b or less at joint(s) 10, 16, 17, 18, 14, 13, 12, 2 Max Grav All reactions 250 lb or less at joint(s) 10, 15,16, 17, 14, 13, 2 except 18=282(LC 21), 12=282(LC 22) FORCES. d1d) - Max, Comp,/Max Ten - All forces 250 (11d) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psill BCDL-3,Opsf, h=15ft, B=45ft, L=24ft, eave=2ft, Cat. 11, Exp B, Encl., GCpf=0 18, MWFRS (directional) and C-C Comer(3) -1-0-0 to 2,0-0, Exterior(2) 2-0-0 to 9-8-0, Corri 9-8-0 to 12-8-0 zone,C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1,60 3) Truss designed forwind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1- 4) All plates are 1x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing 6) Gable studs spaced at 2-0-0 oc 7) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 8) * This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift at joint(s) 10, 16, 17, 18, 14, 13, 12, 2. 10) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING, Vitrify crowfed P-ard.hare aad READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Mil-7473 rev, 1010312015 BEFORE USE. Design valid to, use, only with EiTioslP couro-efs This design is based only upon parameters shown and is for an individual building component nor truss system Before use the mitring designer must verily, the applicability of dough parameters and property incorporate this designed. the -tarld! building design. Bmc,hondoyhod is to prevent suckling of individual truss web andlor chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For generai guidance regarding the : poll fabrication storage..delivery erection and bracing of trusses and truss systems. see, ANS]ITP11 Quality Criteria, DSB-89 and BC51 Building Component 1: 6904 parka East Blvd Satisfy Information available from Truss Plate institute 218 N. Lee Street. Suite, 312 Alexandria Vr 22314 : Tampa, FL 3661C Job Truss 1 Truss Type 'Qty Ply I Park Sq Nms/Margate a 1966A T11730230 PKS1466A ,Ci iCOMMON i2 r., rnid-Fiarida Ap t21(Sp11.42.1-- - umoer, Banow, Fl --- -- — 7 640 s Apr 19 2016 MTek Industries Inc Tie. Aug 01 iC 37 13 2017 Paget ID rffnwM3Wg7GifrcQMh4ZDxyq 6K-3elRx6XBgow9pR1_KE4wU'?GIOZilpdJ2akagVMysFna 1- 0-E—,_ - 44 - 1C-4-4—t--1-1-12 1 _2-00 a-o ,-1-1z s-aa e.aa --T t. i2 1-co Scale = 129.5 4x4 =: 4 1x4 Ii 1x4 II a 3x4 3x4_ 7 1x4 II Plate Offs(LS CX1y -_(2 0-0.0 0-0-101. 16-0-0-0 0-0-101 LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. In Uoc) Itdefl Lid PLATES GRIP TOLL 20.0 Plate Grip DOL 125 TC 0-66 Vert(L) 0.12 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 SC 0,60 Vert(TL) 0,29 10-11 >599 180 BCLL 00 Rep Stress Inner YES WE3 0.11 Horz(TL) 0-03 2 nta nta 6CDL 10,0 Code FBC2014 TPI2007 --(Matrix-M) Weight: 58 lb FT = 201 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-8 oc puliins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing_ WEBS 2x4 SP No.3 REACTIONS. ( ibisize) 2=624/0-7-8, 8=696/0-3-8 Max Harz 2=-81(LC 10) Max Uplift2=-127(LC 12), 8=-142(LC 12) FORCES. 01d) - Max- Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-621i128, 3-18=-6861230, 18-19=-625/238, 4-19=-613t250, 4-20=-625t245, 20-21=629f234, 5-21=-7191223, 5-6=-564189 BOT CHORD 2- 11=-101i559, 10-11=-1011559, 9-10=-1011559.8-9-101i559. 6-8=-101 1559 WEBS 4-10= 0f297, 3-'11=-251i240, 5-9=-3971299 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind- ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3.Opsf, h-1511, B=45ft; L=24ft, eave=oft. Cat. 11, Exp B, Encl., GCpi=O.18, MWFRS (directional) and C-C Exterior(2)-1-0-0 to 2-0-0, Interior(1) 2-0-0 to 7-6-0, Exterior(2) 7-6-0 to 10-6-0 zone, cantilever right exposed C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 51) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=Ib) 2-127, 8=142. 6) " Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIF7473 rev. 1010312015 BEFORE USE. Design valid tar use only with MITek® connectors. This design is based orty upon parameters shown, and is for an individual building component, not a truss system. Before use. the building designer must verity the appllcabiitty of design parameters and properly incorporate this design into the overall building design Bracing Indicated is to prevent buckling of individual truss web and,or chord members only. Additions: temporary and permanent bractna of always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the talkicarmn- storage- delivery, election and bracing of trusses and truss systems, see ANSUTPH Quality Criteria, DSB-89 and BCS1 Building Component 6904 Parke East Blvd. Safety Infomtalbon available from Truss Plate Institute. 218 N. Lee Sherd Suite 312, Alexandria, VA 22314. Tampa. FL 36610 T 11 7ai PKS1966A 'C2 COMMON Mid -Florida Ellebe, Barre, FL 1-0-a 1 3-8 6-2-8 I Cry PIy Fare Sq Hma/Margate 11 1966A ti 7 W s Apr 19 2016 War, Industries. Inc. Tue Aug 01 10 37 14 2017 Page I ID rFfn.M3Wq?GifrcOMh4ZDxyq_6K-XqJp8RYpR52OObcAt,ryb9lCoWd.-64Y4eBpOKNloysFnZ 7 F-0 1-0-0 4,01 = 4 Scale = 129.5 12 lx41 lj 1x4 0 8 3x4 3x4 = 1s4 !i 0-7 12 1 5-8-8 LOADING psf) SPACING- 2-0-0 CST. j DEFL. in (fact I/defl Ltd TCLL 200 Plate Grip ROL 1 25 TC 050 Vert(LL) 005 10-11 1999 240 TCDL 100 Lumber DOL 1,25 BC 034 VerftTL) 014 10-11 615 180 BCLL 00 Rep Stress Incr YES W6 Oil Horz(TL) 001 8 n/a n/a BCDL 10,0 1 Code FBC201417PI2007 Matrix -Mt LUMBER - TOP CHORD 2x4 SP No,2 ROT CHORD 2x4 SO No.2 WEBS 2x4 SP No 3 REACTIONS. (Ib/size) 8=530/0-3-8,12=522/0-3-0,9=268/0-3-8 Max Harz 12=-81 (LC 10) Max UpIifl8=-139(LC 12),12=-148(1_C 12) PLATES GRIP MT20 244/190 Weight: 58 In FT = 201% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc.Durlins, BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-19=-344/137, 19-20=-272/148, 4-20=-271/159, 4-21 =-274/158, 21-22=-313/137, 5-22=352/136 WEBS 5-8=-504/366, 3-11 =-347/280 NOTES- 1 ) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3 Opsf, h=15ft, B=45ft, L=24ft; eave=4ft, Cat. 11, Exp 6, Encl., GCe=0 18, MWIFRS (directional) and C-C Extenor(2) -1-0-0 to 2-0-0, Interior(l) 2-0-0 to 7-6-0, Extenor(2) 7-6-0 to 10-6-0 zone, cantilever left and right exposed C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1,60 plate grip DOL=1,60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 4) ' This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joinns) except Ot=lb) 8=1 39, 12=14& 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss T ! 2 i6 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING- Verify rf-sign parameters and READ NOTES ON THIS AND INCLUDED ti REFERENCE PAGE Mil-7473-ir. 1010312015 BEFORE USE, Design valid for use, only with MiTony connectors. This design is based only upon parameters shown and is for an individual buticing component not a truss system -Before use, the building designer most verify the apia.c.talfty of desair, parameters and property incorporate this design into the overall binding design. bracing indicated ,st.prevent buckling affnciivtdua!truss web andlo, chord members only. Additional temporary and permanent biasing is always required to, stability and to prevent collapse with possible personal injury and property damage For genera: guidance regarding Me fabrication, storage deliv" erection and bracing of trusses and truss systems see ANSUTPH Quality Criteria, DSB-89 and Best Building Component 6904 Parke East Blvd Safety information available from Truss Plate Institute, 218 N. Ler, Street Suite 312 Al ... ridn. VA 22314 Tampa FL 36610 Park Sq HMS10argate II 1966A T11730232 966A GABLE Lumber, 1-M 7-6-0 awl 6 r.L;4U s Apr 19 201E Mi rek Industries. Inc. The Aug 01 10.37: 14 2017 Page 1 ID:rFfnwM3Wq'?GifrcQMh4ZDxyc_6K-XgJp8RYpR520QbcAuyb91 CocLz6sY5TBpOKN 1 oysFnZ 7-6-6 1-0-0 Scale z 1:2E.7 3x4 = 18 17 16 15 14 13 12 3x4 LOADING (psi) i SPACING- 2-0-0 CSP. DEFL. in loc) Iidefl Lld TCLL 20-0 Plate Grip DOL 1-25 TC 0.07 Vert(LL) 0.00 11 ntr 120 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(TL) 0-00 11 mr 120 BCLL 00 ' Rep Stress Incr YES WE 0,06 HOrz(TL) 0.00 10 ma wa BCDL 10.0 Code FBC2014[TPI2007 Matrix) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No 3 PLATES GRIP MT20 244/190 Weight: 72 to FT = 201/4 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins- BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 15-0-0_ to) - Max Holz 2=-81(LC 10) Max Uplift All uplift 100 to or less at joint(s) 2, 10, 16, 17, 18, 14, 13, 12 Max Grav All reactions 250 to or less at joint(s) 2, 10, 15, 16, 17, 18, 14, 13, 12 FORCES. (to) - Max_ Comp./Max - Ten- - All forces 250 (ib) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design_ 2) Wind ASCE 7-10, Vui=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf. BCDL=3.Opsf, h=15ft, B=45ft, L=24ft, eave=2ft, Cat. It. Exp B, Encl , GCpi=0.18, MWFRS (directional) and C-C Corner(3) -1-0-0 to 2-0-0, Exterior(2) 2-0-0 to 7-6-0, Comel-G) 7-6-0 to 10-6-0 zone;C-C for members and forces & MWFRS for reactions shown_ Lumber DOL=1.60 plate grip DOL=1-60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSIfTPI 1- 4) All plates are 1.5x4 MT20 unless otherwise indicated 5) Gable requires continuous bottom chord bearing, 6) Gable studs spaced at 2-0-0 oc- 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10, 16, 17, 18, 14, 13, 12. 10) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss Masd Printedcopies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - i1ar8 designNOTESyqparametersandREAD ON THIS AND iNCLURED MITES REFERENCE PAGE M11-7473 r v. f 0103,'20i5 BEFORE USE. Design valid for use only with MiTeke, connectors. This design x based only upon parameters shown, and Is for an individual building component, not a truss system. Before use- the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall bonding design. Bracing indicated is to prevent rimming of ndividuat truss web andbr chord members only. Additional temporary and permanent bracing n is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the ( > fabrication_ storagedelivery, erec&on and bracing of trusses and tmss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute, 218 N. Lee Street, Suite 612, Alexandra, VA 22314. Tampa FL 36610 Type Park Sq HmstMargate II 1966A T11730233 PK$1966A Cil Mid Florida Lumber, JACK 7 640 c Apr 19 2016 hil Industries. Inc. l ue Aug 01 107 5, 15 2011 r+age 1 IDrFfnwM,3Wa?GifrcQMh4ZD3 vc_6K=?OIBMn?RCPAt2lBNRf7OZQLn6NXSITYaKi23xaFysFnY 1-0_0 1-0-0 2x4 - Scale = 1 7.1 LOADING (psf) SPACING- 2-0-0 CBI. DEFL. in loc) Ildef Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1,25 TC 0.07 ( Vert(LL) -0.00 7 >999 240 MT20 2441190 TCDL 0.0 Lumber DOL 1.25 BC 0.01 Vert(TL) -0.00 7 >999 180 BCLL 0.0 " Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 rea nta I BCDL 10.0 Code FBC20141TP12007 I Matrix-M) Weight 5 lb FT = 20 f LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 PC purlins. BOT CHORD 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=12/Mechanical, 2=12410-7-8, 4=3/Mechanical Max Harz 2=35(LC 12) Max Uplift 3=-4(LC 9), 2-51(LC 12) Max Grav 3=13(LC 17). 2=124(LC 1), 4=12(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vas&108mph, TCDL=4.2psf, BCDL=3-Opsf, h=15t B=45it, L=24ft, eave=oft, Cat. II; Exp 6, Encl.. GCpi=0.18, MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces is MWFRS for reactions shown: Lumber DOL=1 60 plate grip DOL=1.60 2) This truss has been designed for a 10-0 psf bottom chord live Load nonconcurrent with any other live loads_ 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift at joat(s) 3, 2- 6) "Semi-rig(d pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss Printedcopies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNFNG - Verrpy design parameters and READ NOTES ON THIS AND tNCL.UDEV Ml TEK REFERENCE PAGE Mil-7473 rev. 1OV312015 BEFORE USE. Design valid for use only with ftIFFekCx connectors. This design is based only upon parameters shown, and is for an individual building component. not a truss system. Before usethe holding designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to Prevent buckling of indiviocrii truss web and/or ehord members only. Additional temporary and permanent bracing o is always required for stability and to prevent collapse with Possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems. see ANSVTPH Quality Criteria, DSB-89 and i3CSl Building Component 6904 Parke East Blvd. Safety information available from Truss Plate institute, 216 N. tree Street. Suite 312, Alexandria, VA 22314. Tampa. F 36610 Job PK$1966A oty !Ply ' Park Sri Indue,fdargate 11 1966A A T11730234 Lumber, Barow FL. 7.640 s Apr ld 2016 MiTer, Industries hC Too Aug 01 101 37 it, 2017 Page I ID rFfnwM3Wq>GifrcOMh4ZDxycL_6K-?OtBMnZRCPAt2lBNRf,-OZQL15NX?HYaKI23xaFysFiiY r___ I _8 0 1-0-D LOADING (psf) SPACING- 2-0-0 TCLL 200 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1,25 BCLL 0.0 Rep Stress Incr YES BCDL 100 Code FBC2014,7P12007 LUIl TOP CHORD 2x4 SO No -2 BOT CHORD 2x4 SP No,2 Scale = 1.8 8 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP TC 020 Verl(LL) 000 7 >999 240 MT20 244/190 BC 0,04 Vert(TL) 000 7 >999 180 WB 000 Horz(TL) -000 2 ma n/a Matrix-M) Weight 6 Its FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 no purlins BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=-6/1'alechanical, 2=204/0-7-8, 4=-1911y'lechanical Max Harz 2=49(LC 12) Max Upgft3=-6(1_C 1), 2=-102(LC 12), 4=-19(LC 1) Max Grav 3=1 1(LC 12), 2=204(LC 1), 4=21(1_C 12) FORCES. did) - Max Come./Max Ten, - All forces 250 (1b) or less except when shown. NOTES- 1) Wind ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf: BCDL=3,Opsf, h=15ft: 13=45ft, L=24ft: eave=4ft, Cat. ll; Exp B: Encl_ GCL:d=0 18, MWFRS (directional) and C-C Exterior(2) zone,C-C for members and forces & MWFRS for reactions shown, Lumber DOL=l 60 plate grip DOL=l 60 2) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads 3) * This truss has been designed for a live load of 20 post on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 4) Refer to girder(s) for truss to truss connections, 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 In uplift at jornt($) 3, 4 except Or=lbj, 2=102 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING, Verity dywato irearvor.t.or, and READ NOTES ON THIS AND INCLUDED MITEX REFERENCE PAGE 1411-7473,- 1010312015 BEFORE USE Design valid for use only with Mureleir) connectors This design based only upon parameters shown..and is for an individual building component, net a Voss system Before use the building cafarqhe must verity the applicability of design parameters and properly incorporate this itoogn into In. -.18t; building design. oAdditionalreporary and permanent bracing fabrication, s always required mi stability and to prevent collapse withh possible personal injury and property damage For general guidance regarding the 10s storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSE-89 and SCSI Building Component 6904 Parke East Bryn! Safety Information available from This,, Plate Institute 218 N Lee Street Suite, 312, Alexandria VA 22314 Tampa FL 36610 c.t3 JACK Qty Ply Park Sq Nms/Margate II 1966A 5 f , T11730235 Mid-rlonel Lumber. Bartow. 7 6,40 s Apr 19 2016 MiTek Industries- Inc. Tue Aug 01 10 a7T.16 2017 Page f ID rPfnwM3Wq?GifrcQMh4ZDxyq_6K-TDRaZ7Z4zjlkgvlZ?Med6duymntvO?gUGipU6hysFnX 1-4-0 3-0-0 Scale = 1:12.3 2x4 3-0-0 LOADING (Pat) SPACING- 2-0-0 CSL DEFL. in toe) I/deft LId PLATES GRIP TCLL 20-0 Plate Grip DOL 1,25 TC 0-08 Vert(LL) -0-00 4-7 =999 24O MT20 244t190 TCDL 10.0 Lumber DOL 125 BC 0-06 VerpTL) -0 01 4-7 >999 180 BCLL 0-0 ' Rep Stress Incr YES WE 0,00 Horz(TL) 0-00 2 n/a nia BCDL 10.0 Code FBC20141TP12007 Matrix M) Weight- 11 lb FT = 20l LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS, (lb/size) 3=65IMechanieai, 2=20110-7-8, 4=291Mechanical Max Hoe 2=62(LC 12) Max Upllft3=-26(LC 12), 2=-50(LC 12) Max Grav 3=65(LC 1), 2=201(LC 1), 4=46(LC 3) FORCES, (tb) - Max. Comp /Max- Ten- - All forces 250 (Ib1 or less except when shown NOTES- 1) Wind- ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=42psf, BCDL=3.Opsf, h=15ft, 6=45ft, L=24ft, eave=oft, Cat- 11, Exp B, Encl- GCpi=0,18, MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Intenor(1) 2-0-0 to 2-11-4 zone,c-C for members and forces & fill for reactions shown, Lumber DOL=1-60 plate grip D0L=1.60 2) This truss has been designed for a 10-0 psf bottom chord live load nonconcurrent with any other live loads- 3) ° This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 G uplift at joints) 3, Z 6) "Serni-rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Verrfy desig» parartreters and READ NOTES ON THiS AND INCLUDED AfiTEK REFERENCE PAGE 1411-7473 rev. 1O10812015 BEFORE USE Design valid for use only with M(Tek® connectors. This design is based only upon parameters shown. and is for an individual building component, not a truss system. Before usethe building designer n!usi veri±y the appiicaoiti¢y of design parameters and properly incorporate this design into the overali building design.. 8,aeing indioated Is to prevent buckling of individual truss web andror :fiord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property damage. For general gmcism- regarding the Pow fabrication. storage. delivery, erection and bracing of trusses and truss systems- see ANSIITPIt Quality Criteria, DSB-a9 and Best Building Component 6904 Parke East ONd. Safety Information available from Truss Plate mantras, 218 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, Fi 36610 i rues 1 1 russ f ype I City ji'!y Park Sq FfmslMargate It 1966A 966A 'CJ3h ',JACK It i I T11730236 WaLl7 onda Lhmb.f, Bartow FL. 7.fittC s Apr 19 2016 Mi1ek Industries- Inc. Toe A g 01 10 g7 16 2017 Page 1 ID rFfnwM3lNq?GifrcOMh4ZDxyq_6K-TDRaZ7Z4zjlkgvlZ?Med6duwrntyO?gL)Gipl)6hysFnX 1-8-0 3-0-0 Scale = 113.9 I LOADING (psh SPACING- 2-0-0 CSI, DEFL. In loc) Ildefl Lld PLATES GRIP TOLL 20-0 Plate Grip DOL 1-25 TC 0-20 Vert(LL) -0.00 4-7 >999 240 MT20 244f190 TCDL 100 Lumber DOL 1 25 BC 005 Vert{TL} 0 01 4-7 999 180 BOLL 0.0 Rep Stress Iner YES WB 0.00 HOrz(TL) 0-00 2 nla ma BCDL 10-0 Code FBC2014,7P12007 Matrix-M) Weight- 12 lb FT = 20°la LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purifns. BOT CHORD 2x4 SP Nc-2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=61IMechanical, 2=24910-7-8, 4=25/Mechanical Max Harz 2=76(LC 12) Max Uplift3=-24(LC 12), 2=-79(LC 12) Max Grad 3=61(LC 1), 2=249(LC 1), 4=44(LC 3) FORCES. (lb) - Max- Comp,/Max. Ten. - All forces 250 (fb) or less except when shown. NOTES- 1) Wind- ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph; TCDL=4-2psf, BCDL=3.Qpsf, h=15ft, 6=45ft; L=24ft, eave=4ft. Cat. 11 PaidB. Encl., GCpt=0.18, MWFRS (directional) and C-C Extenor(2) -1-8-0 to 1-4-0, Interior(1) 1-4-0 to 2-11-4 zone;C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip D0L=1 60 2) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live Loads. 3) ° This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 3, 2- 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Vmtry design Raraalks ere and REAP NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE fefbT473 rev. 10/03/201 S BEFORE USE. k."o Design valid for use only with Mi eke, connectors. This design Is based only upon parameters shown. and is for an individual building component. not a truss system. Before uss. the building designer must verify the applicability of design parameters and property incorporate this design into the overall fgbuddidesign. Bracing indicated is to prevent buckling of individual truss wet) and/or chord members orky Additional temporary and permanent bussing a always required for stability and to prevent collapse with possible personal injury, and property damage. For general guidance regarding the a fabricationstorage, delivery erection and bracing of trusses and flues systems, see ANSIITPi1 Quality Criteria, DSB-89 and BCSI Building Component 8904 Parke cast Blvd Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22114. Tampa, FL 36610 Truss i Truss Type. Cry Iply Pars Sq Hms/fdargate 11 1966A I TI 1730237 S1966A CJ5 I JACK 14 RAid-Fiaida Lumber, Banow, FL. 7 6A0 v Apr 19 2016 MiTek Industries, Inc Too Aug 01 1037 17 2017 Page I ID rFfnwM3Wq>GlfrcOMh4ZDxyq_6K-xP?ynTaikORbH3KIZ49efrQ5sABGIS4dVMYle.,-ysFnW 1-0-0 5-0-0 Scale = 1 17 3 III 2x4 = LOADING (psf) SPACING- 2-0-0 csI. DEFL. in loc) I/defl Ltd TCLL 20.0 i Plate Grip DOL 1 25 TC 0.25 Vert(LL) 002 4-7 999 240 TCDL 10,0 Lumber DOL 1,25 BC 0.18 VerbTL) 0.04 4-7 999 180 BCLL 0,0 j Rep Stress Incr YES WB 0,00 Horz(TL) OLOO 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-M) I LUMBER- BRACING - PLATES GRIP MT20 244/190 Weight: 18 lb FT = 20% TOP CHORD 2x4 So No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 On PUFlins BOT CHORD 2x4 SP No.2 BOT CHORD Rigid calling directly applied or 10-0-0 Go bracing. REACTIONS. (lb/size) 3= 111 /Mechanical, 2=298/0-7-8, 4=46/Mechanical Max Herz 2=90(LC 12) Max Uplift 3=-47(LC 12), 2=-60(1_C 12) Max Grav 3=1 1 l(LC 1), 2=298(LC 1), 4=76(LC 3) FORCES. (D) - Max, Comp./Max Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL-4 2psf, BCDL=3,Opsf, h=15ftl B=45ft, L=24ft, eave=sfttl Cat III Exp 6, Encl., GCpi=0.18, MVVFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-11-4 zone,C-C for members and forces & MWFRS for reactions shown, Lumber D0L=1 60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 per bottom chord live load nonconcurrent with any other live loads 3) * This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift at joint(s) 3. 2 6) "Semi -rigid putchbreaks including heels" Member end fixity model was used in the analysis and design of this truss Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies AWARNING, Verify desighp—roef— and READ NOTES ON THIS AND INCLUDED MUTK REFERENCE PAGE M11,7473te, 10/03/2015 BEFORE USE Design valid for use only with MiTelos connectors This design isbase(lonly upon parameters shown, and is for an individual building component not ath— systern Before use_ the bu,iding designer must verify the applicability of design parameters and properly incorporate this design into the overali building design. Branuig indicated, is to prevent buckling of individual truss web and/or chord members only. Addlionciltemporary and permanent bracing always required for stability and to prevent c0lapsewilh possible personal injury and prop" damage For general guidance regarding the fabrication, storage delivery, erection and bracing of trusses and truss systems see ANSVTPH Quality Criteria, DS"9 and Bost Building Component 690 4 Parke East Bed Safety Information available from Tress Plate Institute 218 N. Lee sprout Suite 312 Nexandria, VA 22314 Tampa, FL 36610 Job PKS1906A DI Mid -Florida Lumber, Bartow, FL. Truss Type MONO HIP Park S i HmsfMargate II 1966A 111730238 7.640 s Apr 19 2016 MfTek Industries, Inc. The Aug 01 10.37.17 2017 Page 1 ID rFfnwM3Wq?GifrcQMh4ZDxyc_6K-xP?ynTaikORbH3KIZ49sfrQ4lATAMSBdVMYle7ysFnW 1-8-0 _ 5-0_0 B-8-t7 1-S-0 5-0-0 1-E-0 4x4 = 1 Sx4 I1 3 10 4 LOADING (psh SPACING- 2-0-0 CSI. DEFL, in lac} kdefl Lfd TCLL. 200 ( Plate Grip DOL 1,25 TC 0.32 Vert(LL) 0,09 6-9 894 240 TCDL 100 Lumber DOL 1,25 BC 0.93 Ve t(TL) 0.24 6-9 325 180 BCLL 0.0 Rep Stress incr NO 1 WB 0,06 l HOrz(TL) 01 2 ma ma BCDL 10.0 Code FBC2014,rTTP12007 Matrix-M) LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD SOT CHORD 2x4 SP No-2D WEBS 2x4 SP No 3 BOT CHORD REACTIONS. (lb/size) 5=331/Mechanical, 2=479/0-7-8 Max Herz 2=105(LC 8) Max Uplift5=-82(LC 8), 2=-121(LC 8) FORCES, (lb) - Max_ Comp_/Max- Ten. - All forces 250 (tb) or less except when shown, WEBS3-6=-2701132 PLATES GRIP MT20 244/190 Scale o- 1.19.9 Weight- 30 Ib FT = 20 Structural wood sheathing directly applied or 5-3-15 be purlins, except end verticals. Rigid ceiling directly applied or 9-4-10 oc bracing NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3 Opsf, h=15it, B=45ft, L-24ft; eave=oft, Cat 11, Exp B, Encl., GCpi=0.18, MWFRS (directional), Lumber DOL=1.60 plate grip DOL=1,60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girders) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift at joints) 5 except d =1b) 2=121. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss, 9) Hangens) or other connection device(s) shall be provided sufficient to support concentrated load(s) 170 lb down and 183 lb up at 5-0-0 on top chord, and 92 to down at 5-0-0 on bottom chord- The design/selection of such connection device(s) is the responsibility of others 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1 25, Plate Increase=1.25 Uniform Loads (plf) Vert:1-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (to) Vert: 3=-123(6) 6=65(B) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Verify design parameters and REAP NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev. 10103/2016 BEFORE USE. Design valid fcr use only etch Mi7ek'q connectors. This design is based on y upon parameters shown, and is for ao individual building component, not a truss system. Before usethe building designer most verify the applicability of design pauthiete_rs and property Incorporate this design into the overall l buildingdesign. Bracing Indicated is to prevent buckling of individuar truss web andlor chord members only. Addltionai temporary and permanent bracing is always required for stability and to prevent collapse will, possible personal Injury and properly damage. For general guidance regarding the - fabrica6on. storage. deliveryseeetion and bracing of trusses and truss systems, see ANSIITPl1 Quality criteria, DS6,89 and BCSI Building Component 69P4 Parke East BIAJ Safety Information available from Truss Plate, institute. 218 N. Lee Street, Suite 312. Alexandria, VA 22314. 1 Tampa, PL, 36610 PKS1966A 'PTi Truss Type SPECIAL Ply Park SG HmsiMargate li 1966A T1173e2s9 Lumber 1 3x4 = 7.640 s Apr 19 2016 evil Industries- Inc. Tue Aug 01 10.37.18 2017 Page 1 ID_rFfnwM3Wq?GtfrcQMh4ZDxyq_6K-QbYK pbKVKZSvCvy7ng5B2zC9aZZUsUnk0lbAaysFnV 3-3-40 6-7-4 3-3 10 3-3-10 Scale : 121.3 6 oeb — 4 2x4 II 2x4 II LOADING (pst) SPACING- 1-0-0 j CSI. TCLL 20.0 Plate Grip DOL 25 TC 0.47 TCDL 10.0 Lumber DOL 1,25 BC 005 SGLL 0-0 ' Rep Stress Incr NO WB 0.18 BCDL 10.0 Code FBC20141TP12007 Matrix-M) DEFL. In (loc) Ildefl Lld PLATES GRIP Vert(LL) 001 5 >999 240 MT20 244/190 Vert(TL) -0,01 5 >999 180 Horz(TL) 0,00 4 ma nla j LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (Ibisize) 6=1018l0-6-12, 4=10301Mechanical Max Uplift 6=-399(LC 8). 4=-404(LC 8) FORCES. (lb) - Max. Comp.IMax Ten- -All forces 250 (to) or less except when shown. TOP CHORD 1-6=-9751390, 1-7=-6961274, 2-7=-6961274, 2-8=-6961274, 3-8=-696t274, 3-4=-986f395 WEBS 1- 5=-3761953, 2-5=-1327/551, 3-5=376f953 Weight: 96 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 So purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing- NOTES- 1) 2- ply truss to be connected together with 10d (0.131 "xY) nails as follows. Top chords connected as follows 2x4 - 1 row at 0-9-0 oc Bottom chords connected as follows. 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc 2) All loads are considered equally applied to all plies, except if noted as front IF) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3.Opsf, h=15ft, B=45ft, L=2411; eave=4ft, Cat. ll, Exp B, Encl , GCpi=0-18; MWFRS (directional), Lumber DOL=1-60 plate grip D0L=1 60 4) Provide adequate drainage to prevent water pending. 5) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift at joint(s) except Ot=lb) 6=399, 4=404 9) " Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 598 Ib down and 276 lb up at 1-4-0, and 598 Ib down and 276 lb up at 3-4-0. and 598 IS down and 276 Its up at 5-4-0 on top chord. The design/selection of such connection device(s) is the responsibility of others_ LOAD CASE(S) Standard 1) Dead a Roof Live (balanced)- Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert 1-3=- 30, 4-6=-10 Concentrated Loads (lb) Vert 2=-598 7=-598 8=-598 b°r<ARNfNG - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE AYp7477 rev. 10103l2015 BEFORE USE. Design valid to, is, only with MiTeke, connectors. This design Is based only upon parameters shownand is for an individual building component no, a truss system. Before usethe building designer most -verify the applicability of design parameters and properly incorporate this design into the overall bu ding design. Bracing indicated is to prevent buckling of fndooft al truss web andior chord members only. Additional temporary and permanent bracing is always required fiat stability and to prevent collapse with possible personal lnfury and properly damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSPTPI4 Quality Criteria, DSB-89 and Best Building Component Safety information available from Twins Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 10" 6904 Parke East Blvd. Tampa, FL 36610 Ply l Park Sq rims/Margate li 1966A T 1173024G 1966A J5 Mid-Fionda Lumber. 6adrok- PL. JACK 1640 s F p.`'9 2G16 Mi tick IfldusfrieS, ino. Tue Aug 01 1037:182017 Page I ID rrtnwM3Wq?GifrcQMh4ZDxyc_6K-QbYK_pbKVKZSvCvy7ng5B2zGcaXVUuJnkDlbAaysFnV 1- 6-0 5-ao Scale = 1 17.3 2x4 = 5- ao Plate Offsets Xm (2w0 4-0.0-Q-A1 -----_ LOADING ( psf) SPACING- 2-0-0 cSl. DEFL. in too) Itdefi Ltd PLATES GRIP TCLL 20-0 Plate Grip DOL 1 25 TC 0.25 Vert(LL) 0-02 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 018 Vert(TL) -0.04 4-7 a999 180 BOLL 0.0 ' Rep Stress Incr YES WB 0,00 Ho z(TI-) 0.00 2 nla n{a BCDL 100 Code FBC2014ITP12007 Matrix-M)---- Weight: 18lb FT 20% LUMBER- BRACING - TOP CHORD 2x4 SP No -2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc Buttons - BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing - REACTIONS. ( lb/size) 3=111/Mechanical, 2=298/0-7-8, 4=461Mechanical Max Herz 2=90(LC 12) Max Uplift3=-47(LC 12), 2=-60(LC 12) Max Gray 3=111(LC 1), 2=298(LC 1), 4-76(1_C 3) FORCES. 01b) - Max. Corm./Max. Ten- - All forces 250 (to) or less except when shown NOTES- 1) Wind: ASCE 7-10. Vult=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3.Opsf, h=15ft; B=45ft; L=24ft, eave=4ft, Cat 11: Exp B; Encl-, GCpi=O-18. MWFRS (directional) and C-C Extenor(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-11-4 zone;GC for members and forces & MWFRS for reactions shown: Lumber D0L=1-60 plate grip D0L=1.60 2) This truss has been designed for a 10-0 psf bottom chord live load nonconcurrent with any other live loads. 3) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girders) for truss to truss connections 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3, 2- 6) " Semi -rigid pitchbreaks including heels" Member end fixity model was used In the analysis and design of this truss. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Verify design Farxmeters and READ NOTES ON THIS AND INCLUDED MtTEK REFERENCE PAGE 11111-7473 re - 1010312015 BEFORE USE. Gtesigc valid rrn use only svdh MiTek connecto s. Tins design is based only upon parameters shown. and is for all, individual cording component. not a truss system. Before use. the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ' building design. Bracing indicated is to prevent buckling of !ndividuai truss web andlor chord members only Additional temporary si nd percianfird bracing is always required for stability and to prevent collapse with possible persona Injury and property damage. Far genera: guidance regarding the i- fabrication, storage, delivery, erection and bracing of trusses and truss systems. see ANSUTPi1 Quality criteria, OSB-89 and Best Building Component East Safety information available fromuss - TrPlateInstitute. 218 N. lee Street Suite 312. Alexandria, VA 22314 6904 Parke Blvd. Tampa, Parka East tl ype Park S l HmsiMargale H 1966A T 1/7,30241 1966A IJ6 Mid-Flornda Lumher Barlow. FL. cy h t 3x4 JACK 11 ( 1 7.640 sour 19 2016 MiTek Inmaspes. Inc. Tue Aug 01 10.37.16 2017 Page 1 ID rFfnwM3Wg9GIfrcQMh4ZDxyq_6K-QbYK_pbKVKZSvCvy7ng5B2zCAa Uq UtiJnkOlbAaysFnV 6-8-0 I LOADING (psh SPACING- 2-0-0 CSI. DEFL. in loc) Udefl Ltd TCLL 20.0 Plate Grip DOL 1,25 TC 047 Vert(LL) 0.05 3-6 999 240 TCDL 10-0 Lumber DOL 1,25 BC 0.35 Vert(TL) 0.14 3-6 576 180 BCLL 0.0 * Rep Stress Incr YES WB Q00 Horz(TL) 0.01 1 n(a ma BCDL 10.0 Code FBC2014ITP12007 Matrix-M) LUMBER- BRACING - Seale = 123.0 PLATES GRIP MT20 244/190 Weight- 21 Ib FT = 201% TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-6 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=319f0-7-8, 2=1501Mechanical,3=591Mechanical Max Harz 1=92(LC 12) Max Uplift 1=-35(1_C 12), 2=-64(LC 12) Max Grav 1=319(LC 1), 2=150(LC 1), 3=102(LC 3) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (Lb) or less except when shown. NOTES- 1) Wind. ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, SCDL=3.Opsf, h=15ft; 3=45ft' L=24ft; eave=4ft. Cat. 11; Exp B, Enci_, GCpi=O.18, MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interlor(1) 3-0-0 to 6-7-4 zone;C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift at joints) 1, 2- 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARMING - l arity assign Paramaters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7573 rev. 1010312015 BEFORE USE. Design valid for use only with MiTe e, connectors. This design is based only upon parameters shownand is for an individual building component, not a truss system. Before use. the building designer must verify the apulicabliny of design parameters and properly incorporate this design into the overall buitdmg design. Bracing indicated is to prevent buckling of individual truss web anchor chord members only. Additional temporaiy and permanent bracing NO, tiis alwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the fabrication, storage. delivery. erection and bracing_ of trusses and truss systems, see ANSUTPH QualityCriteria, DSB-89 and BGSI Building Component 1 Blvd Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312. Alexandria. VA 22314. 9 P Tama Parke East Tampa. PL 36610 Park Sq Hms`Baiargate li 1966A T11730242 966A JACK 14 7.640 s.Apr 19 2016 MiTek Industries. Inc. Toe Aug 01 10 37.19 2017 Page' ID rFfnwM3 Wc17GifrcQMh4ZDxyq_6K-tio61C9.:,yGdhJXM U8g V B KkG VvM 7_prn D LZwyf18jOysFnU 1-0-0 7-4C 3x4 = 4 LOADING (psh j SPACING- 2-0-0 cSl. zDEFL- in Iac) IfFell Ltd TCLL 20.0 Plate Grip SOL 1,25 TC 0,52 Vert(LL) 0-06 4-7 999 240 TCDL 10.0 Lumber DOL 1,25 BC 0.37 VerbTL) 0,16 4-7 510 180 BCLL 0.0 " Rep Stress Inch YES WE 0.00 Horz(TL) 0,01 2 n1a nta BCDL 100 Code FBG20146TR12007 Matrix-M) LUIIl TOP CHORD 2x4 SP Na.2 SOT CHORD 2x4 Sri No 2 REACTIONS. (lb/size) 3=1571Mechanical, 2=39710-7-8, 4=61/Mechanical Max Herz 2-118(LC 12) Max Uplift3=- 67(LC 12), 2=-72(LC 12) Max Gray 3=157(LC 1), 2=397(LC 1), 4=106(L-C 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or Less except when shown. Scale = 122. 7 PLATES GRIP MT20 2441190 Weight: 24 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-7-6 oc purlins BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=42psf; BCDL=3-Opsf, h-15ft, B=45ft, L=24ft, eave=4ft, Cat. b: Exp 3, Encl-, GCpl=O-18, MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, intenor(1) 2-0-0 to 6-11-4 zone,C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DO1=1.60 2) This truss has been designed for a 10-0 psf bottom chord live Toad nonconcurrent with any other live toads. 3) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at )oint(s) 3, 2. 6) "Semi - rigid pltchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - VerrYy design paraonstars and READ NOTES ON THIS AND INCLUDED MITEX REFERENCE PAGE M11-7473 rev. 40103120f5 BEFORE USE. Design valid for use only with MITekS connectors. This design Is based only upon parameters shownand is for an individual building component, not a truss system. Before use, the banding desgner must verify the. applicability of design parameters and property lrwarporate this design into the overall buildng design. Bracing indicated is to prevent buckling of Individual truss web andfor chord members only. Additional temporary and pemnaneni bracing Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding The fabricabon. storagedelivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N Lee Street. Suite 312. Alexandra, VA 22314. Tampa, FL 36610 Job Truss Truss Type tQty IPiy Park So Hm Jeet gate 1966A T11730243 PKS1966A KJ5 JACK Mid -Florida Lumber, Bythow, PL 7.640 s Apr 19 201G MTek Industries Inc. Tee Aug 0. 10.37.19 2017 Page 1 ID.rFfnwM3Wq?GifrcQMh4ZDxyq_6K-uo oiC9cyGdhJXMU89VBKkGWL"_ ot-DLZwyf18j0ysFnU 1-5-0 7-0-14 Scale = 1 17.1 3x4 = LOADING (psfI SPACING- 2-0-0 CSI. DEFL. in too) bdefi Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1,25 TC 0.59 Ved(LL) -0 06 5-8 >999 240 MT20 244,190 TCDL 10-0 j Lumber DOL 1.25 BC 0-39 Vert(TL) -0.16 5-8 >529 180 SCLL 09 Rep Stress [nor NO WS 0-00 1 Horz(TL) 0.01 2 nta ma BCDL 10-0 Code FBC20141TP12007 Matrix-M) Weight 24 to FT = 20 f LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-4 0o purlins. SOT CHORD 2x4 SP No_2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing_ REACTIONS. (lb/size) 3=1571Mechanlcal, 2-371t0-10-10, 5=68IMechanical Max Harz 2=90(LC 8) Max Uplift 3-59(1_C 8), 2-116(LC 8) Max Gray 3=157(LC 1), 2=371(LC 1), 5=112(LC 3) FORCES. (lb) - Max. Comp,/Max. Ten- - All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, 6CDL=3.Dpsf, h=15ft, 13=45ft; L=24ft, eave=4ft, Cat_ ll, Exp B, EncI_ GCpi=0.18 MWFRS (directional), Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20 Qpsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 IS uplift at joint(s) 3 except (jt-lb) 2=116, 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 83 Its up at 1-6-1, 3 to down and 11 to up at 1-6-1, and 3 Ib down and 43 Ib up at 4-4-0, and 3 lb down and 47 lb up at 4-4-0 on top chord, and 40 Its up at 1-6-1, 2 Ib up at 1-6-1, and 2 to down at 4-4-0, and 5 lb down at 4-4-0 on bottom chord- The design/selection of such connection device(s) is the responsibility of others 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced)_ Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (Pit) Vert :1-3=-60,4-6=-20 Concentrated Loads (Ib) Vert: 9=29(F) 11=32(F=30, 133=2) 12=-8(F=-2, B=-5) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Varfty dwayn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M1I-7473 rev. 10103i2015 BEFORE USE. Design valid for use only with MTeke, connectors. This designs based only upon parameters shown, and is for an individual building component, not a truss system. Before use. the building designer must verify the applicability of design parameters and properly incorporate this design into the overall budding design erasing indicated is to prevent buckling of ,ndr,a w truss web and. chord members only. Additional temporary and permanent bracing is always repaired for stabiho, and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the N#1 fabrication- storage, delivery. erection.- and bracing of tnis-ses and trdss systems. see ANSt1TPH Quality Criteria, DS"9 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Tross Plate Institute, 218 of Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 36610 Park Sol rimsx,ringate II 1966A T11730244 966A Lumber, KJ7 JACK 7.640 s Apr 19 2016 M:T.K moust-s. Inc. The Aug 01 10.37.20 2017 Page 1 ID rFfnwM3Wq?GdreQtvlh4ZOxyp_6K-M_g4PV;a1xpA8W3KEGi2GT2Zrp8syj03HJniFSysFnT 1-5-0 5-2-6 4..8-7 Scale = 122.4 2x4 1.5x4 ll 5 3x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Kdefl Ltd PLATES GRIP TOLL 20.0 Plate Grip DOL 1_25 TC 0.39 Veh(LL) -0,03 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.44 ( Vert(TL) -0,09 6-7 >999 180 BCLL 0.0 Rep Stress Inor NO WB 0.35 Horz(TL) 0.01 5 n/a nfa BCDL 10,0 Code FBC2014,7P12007 (Matrix-M) Weight: 42 Ib FT = 20 k LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purling_ BO T CHORD 2x4 SP No_2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing_ WEBS 2x4 SP No 3 REACTIONS. (lb/size) 4=131/Mechanical, 2=522/0-10-10, 5=321/Mechanical Max Herz 2=118(LC 8) Max Uplift4-59(LC 8), 2=-112(LC 8), 5=-53(LC 8) FORCES. (Ib) - Max. Comp,/Max _ Ten. - All forces 250 (Ib) or Tess except when shown. TOP CHORD 2-1 1=-753/1 11 , 11-12=-7151119, 3-12=-672/113 BOT CHORD 2-14=-163/ 675, 14-15=-163/675, 7-15=-163/675, 7-16=-163/675, 6-16=-163/675 WEBS 3-7=0/263, 3-6=-733/178 NOTES- 1) Wind- ASCE 7- 10; Vul1=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3 Opsf, h=15tt; B=45f ,, L=24ft: eave=oft; Cat- II; Exp B, Encl_, GCpi=O. 18, MWFRS (directional), Lumber DOL=1.60 plate grip DOL=l 60 2) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members_ 4) Refer to girder(s) for truss to truss connections_ 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 in uplift at joint(s) 4, 5 except Ot=lb) 2=112- 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3 lb down and 11 €b up at 1-6-1, 3 lb down and 11 lb up at 1-6-1, 3 lb down and 47 Ib up at 4-4-0, 3 a down and 47 lb up at 4-4-0, and 29 to down and 79 to up at 7-1-15, and 29 lb down and 79 lb up at 7-1-15 on top chord, and 2 lb up at 1-6-1, 2 to up at 1-6-1, 5 to down at 4-4-0, 5 lb down at 4-4-0, and 22 Ih down at 7- 1-15, and 22 to down at 7-1-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) in the LOAD CASE( S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced)- Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1- 4=-60, 5- 8-20 Concentrated Loads (G) Vert: 13=- 59(E=-29, B=-29) 14=4(F=2, 6=2) 15-10(F=-5, B-5) 16=-37(1`=-18, B=-18) Printed Copies of this document are not considered Signed and sealed and the signature must be verified on any electronic copies WARNING , Verify design paramefers and READ NOTES ON THIS AND INCLUDED PeIITEK REFERENCE PAGE A411-7473 rov. 10103/2015 BEFORE USE. Design valid for use only with MiTekia connectors. This design is based only upon parameters shown, and is for an Individual building component not a thoss system. Before use. the building designer must verify the applieabitity of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and,or chord members only Additional temporary and permanent bussing is always muit,red for stability, and to prevent collapse with, possible personal injury and property damage. For genera' guidance regarding the - - - fabrication_ storage, delivery. erection and bracing of trusses and truss systems. $ee ANSIITP11 Quality Criteria, DS"S and BCS! Building Component East Safety Information available from Truss Plate institute. 218 N6904 Parke t Blvd. Lee Street. Suite 312, Alexandria, VA 22314. Tampa. re East0 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 11"I *- 1 314 " Center plate on joint unless x, y offsets are indicated. btDimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0_`ir 16 For 4'. 2 orientation, locateor plates 0- 'ld' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available —m_M-Hek_-ZUrZU software or upon request. PLATE SIZE The first dimension is the plate width measured perpendicular4x4toslots. Second dimension is the length parallel to slots, LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING 0." t I Indicates location where bearings supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI 1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89 Design Standard for Bracing. SCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 648 dimensions shown in ft-in-sixteenths Drawings not to scale) 2 TOP CHORDS C1 2 C2-3 WEBS Q" 4 CCU 0 0 0 0 C64 BOTTOM CHORDS JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. NUAIBERS/LETTERS. ICC-ES Rerjorts ESR-1 311, ESR-1 352, ESRI 988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSUTPI 1 section 6.3 These truss designs rely on lumber values established by others. @ 2012 MiTek@ All Rights Reserved MiTek Engineering Reference Sheet M11-7473 rev. 10/03/2015 Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss systern, e.g. diagonal or X-bracing, is always required. See BCSL 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I racing should a consi ere . 1 Never exceed the design loading shown and never stack materials on inadequately braced trusses, 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other, 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSUTPI 1. 7, Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8, Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements, 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purfins, provided at spacing indicated an design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or after truss member of plate without prior approval of an engineer. 17. install and load vertically unless indicated otherwise, 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consuft with project engineer before use, 19, Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSlrrP1 1 Quality Criteria. PROVED TRUSS ANCHOR avauuDE uMB CUT OVERHANG 12'-0" . 12`0" NOTE: SEE ENGINEERING PROFILES FOR SPECIAL CONNECTIONS AND NAILING SCHEDULES. FLOOR SPACING 24'O.C.UNLESS OTHERWISE NOTED. ALL WALLS SHOWN ARE LOAD BEARING AT9'-4''UNLESS OTHERWISE NOTED. J L 1 *uS26rLR. HoRS MID FLORIDA LUMBER ACQUISITIONS BARTOVVFLORIDA TRUSS LOADING CONDITIONS DESCPv1.PTION AS FURNISTIED: Lot 225, WYNDHAM PRESERVE, as recorded in Plat Book '91, Poges 9.3 t;FM'ou'dh - 02 Of the Public Records of Seminole County, Florida. BOUNDARY F'OR%CERTIFIiD TO: Park Square Enterprises, l_L_C (a Delaware Corporation); Winderweedle, Hailnes Ward & Woodman, PA; Attorneys' Title Insurance Fund; Bank of fin-iorica U i LOT 226 REC. 112" LR. NO LD. 2 C!1 REC. 112" I.R. NO 1.0. S;I FC?ACKS AS FURNISHED FRONT -- 25'(') rZFgR = 20' SIDE = 5' (40' LOT) 7.5' (60' LOT) 10' (75' LOT) S!OF, STREET = 25' (60' & 75' LOT) 15' (40' 1,07) 25' FRONT SETBACK CAN BE REDUCED 10 20' ON CERTAIN LOTS, NO MORE THAN 121) IN SUCCESSION AT 20' AND A MINIMUM OF ( 2) IN SUCCESSION AT 25' OPOSED FINISHED SPOT GRADE ELEVATIONS LOT 222 N 89'4 3'0 3" E 62, 00 ' E 24.80' 24.80' LOT 225 LOT 223 REC, 112" I.R. NO I.D. a em p, 24.80' 3. PAD [ A': PAD ( 11,00' 7.3 z2.7' a COV'D. CONC. 6 1 1, 00' 17„3° ONE. STORY RESIDENCE F.F.= 26.30' "T RG NO COV'D. CODE, ff ff In 1 11.00' In CS 19.3' 16' 11.00' BRICK--t— WALK 25. 10' UTIL. 0.8' ESMT, BRICK DR, 11 25.20' 5' CONC. WALK E>,'. 00' i czQG f LOT 224 0.tTa' OF53.14' P.C, REC- 112" I,R. NO I.D. 1. ___f YCA T cly _/_1 / 1' .A Y PRIVATE RQAO)(WIDTH 50,0') PROPOSED DRAINAGE FLOW I,A(ixv (PE A r T POSLO Et , PER PLANS 26.3' Q PLOT PLAN AREA CALCULATIONS TOTAL LOT AREA 7,730 ± SQUARE FEE FLA7WORK ON/OF"E" LOT R TOTAL ± SQUARE FEET FLATWORK DRIVE_ 4031 110- 513 t SQUARE FEET F'OUNDATION%PAD 2,359 SQUARE FEET WALKS 281 310= 338 GE SQUARE FEET REAR PATIO 104 t SQUARE FEET FRONT' PORCH DECK 93 3 SOLIARf. IEEP Soo 4,1331262 - 4,395 :E SQUARE FEET POOL DECK N/A SQUARE 1FEE NOTE, FRONT StL EWAEK AND STREET LOCATION TAKEN FROM PLANS PROVIDED BY CLIENT " NOT F ELO VE-RIFIF0 I LEGEND - 5400 E. COLONIAL DR. ORLANDO, rL, 32807 (407)-277--3232 FAX (407)-658-'14,36 PLATPLATFIELD P.O.L. POINT ON Lsrve NCRES.' FIP. s IRON FIPCiZ[ m IZ TYP. PR,C TYPICALPpiNTOF REVERSE CURVATURE t. THE UNOE7YIGNIR DOES HERERI` CERTIFY NOT THIS SURVEY MCC DfE STANDARDS Qf PRACTICE SET' PERTH BY TTEFLORID BOARD Of A. F.C.C. PAD, POINT OF CONFOUND CURVATURE m IT PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-77 FLORIDA ADAPHISTRARW CODE PURSUANT TT7 SECTION 472.027, IlORIOA ST.ARfi-,, C. N. SE:T CR. n CUNCRETC MONUMENT t!2` iJi. /kL8 A546 N.R. NtSN-RADIAL 2. UNLESS EMCTOSSEtJ WIRY SURVEYOR'S SIGNATURE AND ORIGINAL kNSE(7 SEAL, THIS sl?itvEi` MAP OR COPIES ARE NOT VAL70. A C RECOVERED WF, A WITNESS PRINT 3, HAS SURVEY WAS PREPARED FROM TITLE TN6Y}RMA770N FURNISHER TO irtF SURVEYOR. THERE MAY BE OTHER RESTRICTIONS Rt7. B. e POINT ESP BEGINNING CALC, CALCULATED OR EASEMENTS THAT AFFECT THIS PROPERTY. C;? _- PCTSNT OP CQHNENCEFICNT P.R.M, s PERMANENT REFERENCE MONUMENT 4 UNDERGROUND Y' NOUNDEROUNDIMPROVEMENTSHAVEBEEN LOCATED UNLESS OIHE'RMSE SHOWN. T ELNITRLIRE F.F. BSA- FINISHED FLOOR ELEVATION a BUILDING SCTDACK LINE: 5. ITttS SURVEY IS PREPARED TO THE SOLE BENEFIT OF THOSE CER77FICO TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY 10' 11x NA I, & DISK A RCS I-F-VAY OR DENCHMARK 6_ DIMENSIONS SHOWN FOR THE LOCA77ON OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES, ESM T'. A EASE D.H. R BASE $FARING 7. 9GVRPVGS ARE EIASED ASSUMED DATUM AND ON THE ONE SHOWN AS BASE BEARING (B.O.) rn', o" e DRkINRGC 8. F.IEVATTO,v-S, L' SHOWN, ARE RASED ON NATIONAL GEODETIC VFR17CAL DATUM Of 1929, UNLESS OTHERWISE .NOTED. tj, a L.F"- CeT_7t_Ily cNAINLINKFENCE 9, CERTIFICATE OF AUTHORIZA77ON N',. 4C96. W fr. 6VOBP FCNCC CONCRETE DLOCK yq . SCALEI--"-'- i" x° ^—""1 i7fiAwN Ear ff6 E - PUNT OF CV VATUe2E T Cuscx PRINT BY TANGENCY FC DERIPTTONi)r CERTIFIED BY; .. ___.. e RADIUS PLOT PLAN 07 24-2017 2R23-71 L ARc LENGTH FORMBOARD FOUNDAPONCEt.EVS. 10-01-17 433,5 -17 CHRRD fi`tNALff'LEVS. 04-03-16 tN€i&-?S s a C4tOR0 BEARING NORTH 5f 7174 T { C BUN DING\PROPERTY COTE NOT LIE WITHIN NE ESTABLISHED 100 YEAR FLOOD PLANE AS PER 'FIRM" h£ X. ?CISENA£EY 1 R.C. ZONE " x" MAP If 12117CO090 F (09-28-07) SC017, l2, .S 4801 Eia Envelope Leakage Test Reporf-i Ay (Blower Door Test) R402.4.1.2 Compliance irisdu ictic n: Permit #: jurisdiction. Fjob lfformation Builder :Community:' ' ot: '(2""" Address.- Unit: City: C' State: Z i p: 7 7 Air Leakage Test Results Passing results roust be 7ACH(50) or less MMgthod f r c h --- Q_caIKWa 'ag u e I. x 60 0 Retrieved from architectural plans CFM( 50) Building Volume ACH(50) 0 Code software calculated DPASS El FA I L (D-Field measured and calculated OWhen ACH(50) is less than 3, Mechanical Ventilation installation must be verified by building department. Certification of Test Results R402. 4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2, 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure or 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553. 993(5) or (7), F.S. or individuals licensed as set forth in Section 489,1 05(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope, Testing Company Company Name: 15 Lightyears, Inc. Phone: I hereby verify that the above Air Leakage results are in accordance with the 5th Edition Florida Building Code Energy Conservation requirements Section R402,4,1,2, Climate Zone I and 2. Date of Test: Signature of Tester: Printed Name of Tester: License/ Certification #: C/I f issuing Authority: — — — RES Nfj___ RMS2 Duct Leakage Test Report Prescriptive or Performance Method jurisdiction: Permit #- job Information Builder'. Community: Lot: Address w.. q C Unit: City: C, State: zip: C Duct Leakage Test Results 0 Prescriptive Method Performance Method System 1 OPr criptive Method cfm25 (Total) cfm25 To qualify as "substantially leak free" Qn must be less than or equal System 2 cfm25 to 0.04 if air handler unit is installed. If air handier unit is not installed, Qn Total must be less than or equal to 0,03. This testing System 3 cfm25 method meets the requirements in accordance with Section R403,2.2 Surn of any additional systerns cfm25 Werformance Method cfm25 (Out or Total) Total of all systems cfm25 To qualify as "substantially leak free" Qn must not be greater than the proposed duct leakage Qn specified on Form R405-2014 Ci 6 Ll = 0 OA" Q n Total of all Total Conditioned Leakage Type selected Qn specified on Form systems Square Footage on Form R405-2014 R405-2014 (Energy Co1c) Energy Co1c) F-----I,, I \-IPASS [JAI L Testing Company Company Name: 15 Lightyears, Inc Phone: I hereby verify that the above duct leakage testing results are in accordance with the Florida Building Code requirements with the selected compliance path as stated above, either the Prescriptive Method or Performance Method, Date of Test: w15 / i 3 Signature of Tester: Printed Name of Tester: 1 C License/Certification #: Issuing ALJthority:___RESNfj_ 0 RFI# 4FTD6W SIGNED, lVicholas Barry, RESNET QAD & TRAINER