The URL can be used to link to this page

3842 Loon Ln 18-2521; NEW SFHCITY OF SNFORDAMAC v\- 4 c o Building & Fire Prevention Division PERMIT APPLICATION FIRE DEPARTMENT I . a IK ApplicationNo: OD a° Documented Construction Value: $ T Job Address: e 9- A i I(J I C ` , Historic District: Yes Nowl Parcel ID: 17-20-31-502-0000- _X, 0 / Residentialy Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: NEW SINGLE FAMILY HOME WYNDHAM PRESERVE LOT # S Plan Review Contact Person: Daphne Clark Phone: 407-257-6940 Fax: Title: Email: Parksquare@PermitsPermitsPermits.com Property Owner Information Name Park Square Enterprises LLC Phone: Street: 5200 Vineland Rd STE 100 City, State Zip: Orlando FL 32811 Resident of property? : Contractor Information Name VISHAAL S GUPTA - PARK SQUARE HOMES Phone: 407-5293100 Street: 5200 Vineland Rd STE 100 City, State Zip: Orlando FL 32811 Name: Street: City, St, Zip: Bonding Company: N/A Address: Fax: State License No.: CRC1330351 Architect/ Engineer Information Phone: Fax: E- mail: Mortgage Lender: N/A 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. 1 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: 61° Edition (2017) Florida Building Code Revised: January I, 2018 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may 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 1CC 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. It'- - ")3'1li k_ Signature of Owner/Agent ate Z V31 Itlk Signature of Contractor/Agent Date VISHAAL S GUPTA VISHAAL S GUPTA Print Owner/Agent's Name Print Contractor/Agent Signature of Notary -State of Florida Datef Signature o ry-State of Florida Date/ u D. A. CLMK my COIiWISSION 4 FF 2D9108 t EXPIRES: June 27, 2019 h BatIdW Tft B@*I Notary Seldte Owner/Agent is YES Personally Known to Me or Produced ID N/A Type of ID My C0 USSION 1 FF 2090 EXPIRES: June 27, 2019 Contractor/Agent is'ft ersoallyZ' o" iM4e or Produced ID N/A Type of 1D BELOW IS FOR OFFICE USE ONLY Permits Required: Building [XQ Electrical a Mechanical [Z Plumbing[? Construction Type: Occupancy Use: Gas[—] Roof Flood Zone: X-St i TA_ 0AM Total Sq Ft of Bldg: 2- -%L4 Min. Occupancy Load: k LA # of Stories: 1 New Construction: Electric - # of Amps, 0 Fire Sprinkler Permit: Yes No 5Z # of Heads APPROVALS: ZONING,9: Lu,Ek UTILITIES: COMMENTS ENGINEERING; V-t—tC 4-144B FIRE: Ok to construct single family home with setbacks and impervious area shown on plan. y5.91. ,fv"f- 20 1 (VleL&or,a-*q, CrL 2-3 Plumbing - # of Fixtures &D Fire Alarm Permit: Yes Nolg] WASTE WATER: BUILDING: 7' Z`IS Revised: January 1, 2018 Permit Application CITY OF DEPARTMENT SkNFORD'- uil `ding & Fire Prevention Division PERMIT APPLICATION Application No: I S cl— ` Documented Construction Value: $ 1 % , 75 , 0 o Job Address: /_ 4S ] A We, Historic District: Yes NoFzl Parcel ID: 17-20-31-502-0000- _()1S 0 Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: NEW SINGLE FAMILY HOME WYNDHAM PRESERVE LOT # S Plan Review Contact Person: Daphne Clark Phone: 407-257-6940 Fax: Title: Email: Parksquare@PermitsPermitsPermits.com Property Owner Information Name Park Square Enterprises LLC Phnna- Street: 5200 Vineland Rd STE 100 City, State Zip: Orlando FL 32811 Resident of property? : Contractor Information Name VISHAAL S GUPTA - PARK SQUARE HOMES Ph,,,,,. 407-5293100 Street: 5200 Vineland Rd STE 100 City, State Zip: Orlando FL 32811 Name: Street: City, St, Zip: Bonding Company: N/A Address: Fax: State License No.: CRC1330351 Architect/ Engineer Information Phone: Fax: E- mail: Mortgage Lender: N/A 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 inthisjurisdiction. 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: 61" Edition (2017) Florida Building Code Revised: January 1, 2018 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as watermanagementdistricts, 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 requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, inaccordancewithlocalordinance. 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 willbedoneincompliancewithallapplicablelawsregulatingconstructionandzoning. 3 Signature of Owner/Agent ate VISHAAL S GUPTA r•nm Uwnerngent's Name Signature of Notary -State of Florida Dat Signature of Contractor/Agent Date VISHAAL S GUPTA Print Contractor/Agent' leSignatureoNry-State of Florida Dat µr rue D.A. CUM MY COMMON 0 FF 209108 ,.,5 a A. CURK EXPIRES: June 27, 2019 * * MY COISAiI MON I FF 20010 8d1Mv 6odvet Notary SNrkes EXPIRES: June 27, 2019Owner/Agent is YES Personally Known to Me or Contractor/Agent is' s e Bm*l j"A''°na e orProducedIDN/A ersona yTypeofIDProducedIDN/A Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Construction Type: Total Sq Ft of Bldg: Mechanical Plumbing[] Gas[] Roof Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES: & G -2 WASTE WATER: FIRE: BUILDING: Revised: January 1, 2018 Permit Application CITY OF SJ NFORD PLANNING & DEVELOPMENT SERVICES DEPARTMENT Flood Zone Determination Request Form Name: Daphne Clark Firm: Park Square Homes Address: 5200 Vineland Road, Suite 200 City: Orlando State: FL Zip Code: 32811 Phone: 407-257-6940 Fax: Email: parksquare@permitspermitspermits.com Property Address: 2651 Magpie way Property Owner: Park Square Enterprises, LLC Parcel identification Number: 17-20-31-502-0000-0850 Phone Number: 407-529-3000 Email: The reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) OFFICIAL USE ONLY Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 009O F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: W floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone `A', the best available information used to determine the base flood elevation is: BP# 18-2521 Reviewed by: Michael Cash, CFM Date: June 14, 2018 STATE COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 085 Madrona A LHG Stdy, Mbed FD - N Builder Name: Street: 2651 Magpie Way Permit Office: City of Sanford City, State, Zip: Sanford , FL , Permit Number: Owner: Park Square Homes Jurisdiction: 691500 Design Location: FL, Orlando County: Seminole (Florida Climate Zone 2 ) 1. New construction or existing New (From Plans) 9. Wall Types (2128.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1787.30 ft2 b. Frame - Wood, Adjacent R-11.0 340.67 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 (2091.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 2091.00 ft2 6. Conditioned floor area above grade (ft2) 2091 b. NIA R= f12 c. N/A R- ft2 Conditioned floor area below grade (ft2) 0 11. Ducts R 1112 7. Windows(297.3 sqft.) Description Area a. Sup: Attic, Rot: Main, AH: Main 6 418.2 a. U-Factor: Dbl, U-0.55 171.33 f12 SHGC: SHGC=0.22 b. U-Factor: Dbl, U=0.58 96.00 ft2 12. Cooling systems kBtulhr Efficiency SHGC: SHGC=0.25 a. Central Unit 34.8 SEER:16.00 c. U-Factor: Dbl, U=0.54 30.00 ft2 SHGC: SHGC=0.25 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 33.0 HSPF:9.00 SHGC: Area Weighted Average Overhang Depth: 4.614 ft. Area Weighted Average SHGC: 0.233 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (2091.0 sqft.) Insulation Area EF: 0.900 a. Slab -On -Grade Edge Insulation R=0.0 2091.00 ft2 b. Conservation features b. N/A R- ft2 None c. N/A R= ft2 15. Credits Pstat Total Proposed Modified Loads: 59.95 Glass/Floor Area: 0.142 PASSTotalBaselineLoads: 63.12 1 hereby certify that the plans and specifications covered by Review of the plans and 4114E S7%2 this calculation are in compliance with the FIgr9 lEnysl9rOVglib specifications covered by thisti 0, YMlchael Code. Michael Conway calculation indicates compliance h C Date: 2018.05.2409:28:16 Conway-04'00• with the Florida Energy Code. Before construction is completed c :::: ; ,. .o nrq, w, •t•.=.:.•;.•••. O rPREPAREDBY: P i DATE: this building will be inspected for compliance with Section 553.908 O fill y 1 hereby certify that this building, as designed, is in compliance Florida Statutes. f C with the Florida Energy Code. Op WE OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed In accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist In accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested In accordance with ANSI/RESNET/ICC 380, Is not greater than 0.030 On for whole house. 5/24/2018 9:25 AM EnergyGauge® USA Section R405.4.1 Compliant Software Page 1 of 4 Parcel ID Number: 17-20-31-502-00004L Prepared By Daphne Clark and Park Square Homes Return To : 5200 Vineland Road, Suite 200 Orlando, F132811 NOTICE OF COM UNCEMENT. State of Florida. County of Seminole. Permit Number: t ii i1II1 IIIII Bill iilll iilll liii sill GRANT' MALOY SEMINOL_E CUUNTYCLERKOFC:IRC:UIT COURT & C:UhPMOLLERB1, 915 1-'3 159 (1Pas ) CLERK'S T 20180681]m RECORDED 06/14/2018 02:26:30 PNRECORDINGFEES1Ci,tiCi RECORDED BY tsmith The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of Property: LOT lS Legal Description: WYNDHAM PRESERVE, according to the plat thereof, as recorded in Plat Book 81, Page 93-102, of the public records of See m/ii nggo le County, Florida. Address : 6 1/ -(i & e...f.a 2. General Description of Improvements: New Single Family Home 4. 5. 6. 7. Name Address Telephone Fee Simple Title Holder: Contractor Name and Address : Name Address Telephone Surety: N.A. Lender: Owner Information : Park Square Enterprises LLC 5200 Vineland Road, Suite 200, Orlando, F132811 407) 529-3000 N.A. Park Square Homes 5200 Vineland Road, Suite 200, Orlando, F132811 407) 529-3000 Name Fifth Third Bank Address 5050 Kingsley Dr. MD: 1MOC3J Cincinnati, OH 45227 8. Persons within the State of Florida designated by the Owner upon whom notices or other documents may be served as provides by 713.13(1)(a)7., Florida Statutes: N.A 9. In addition to himself, Owner designates the following to receive a copy of the Lienor's Notice as provided in 713.13(1)(b) Florida Statutes. N.A. ' 10. Expiration date of notice of commencement: One year from the date of recording. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONSULT YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOURNOTICEOFCOMMENCEMENT. 11. Date Signed: 6 Signature of Owner's Agent: ' -114 Vishaal Gupta Executive Vice President, Park Square Enterprises LLC Sworn to and subscribed before me this day by Vishaal Gupta who is personally known to me and did not produce 1D. Notary Public o Daphne Clark y My commission expires: 6/27/19 Serial No. FF209108 ota Signature: tSS p%.': ry g aundi otary seali ,, ,S COFY \Z (60 1 ,1 CCER O p 4a1. "APAI, C\? 5M\N , V1Poe• , isCITY OF Application for Right -of -Way SWORD Utilization Permit PLANNING & DEVELOPMENT 300 North Park Avenue, Sanford, Florida 32771 SERVICES DEPARTMENT Phone: 407.688.5140 Fax: 407.688.5141 This permit authorizes work done 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. 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 size and location of the existing right-of-way and use shall be provided or application could be delayed. Project Location/Address: Aerial Installation Underground Utilities Small Cell/Wireless 0 Other (describe): Brief Description of Work: 6S1 Directional Bore / Roadway open cut -single lane Co -location Jack & Bore Roadway open cut —multi lane n New pole DRIVEWAY FOR NEW SINGLE FAMILY HOME WYNDHAM PRESERVE LOT # Schedule of Work: Start Date: Completion Date: Emergency Repairs - Reason: Excavation Information: Total Length Feet) # Open Roadway Cuts: Aerial Info: Length (Feet) # of Poles (Existing) This Application is submitte y: Signature: Print Name: VISHAAL S GUPTA Firm/Company: VISHAAL S GUPTA - PARK SQUARE HOMES Address: 5200 Vineland Rd., STE 100, Orlando FL 32811 Date: New) Phone: 407-257-6940 Fax: Email: Parksquare@PermitsPermitsPermits.com Notice: It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City of Sanfo rd's jurisdiction, and the right, title, or Interest in the land to be entered and used by the permitee. The permitee shall at all times assure all risks and indemnify, defend, save harmless the City of Sanford and the Sanford Airport Authority from and against all loss, cost, damage, or expense, arising in any manner, on account of the permit request by said permittee of the aforesaid rights and privileges. In the event that any future construction of roadways, utilities, stormwater 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. The applicant must notify the City 48 hours prior to construction and again when construction is completed via the following email address: michael.cashC>sanfordfl.aov I have read and un st he above statement and by signing this application I agree to its terms. Signature. Date: s a/Ile Application No: Reviewed: Public Works Utilities Engineering Inspected By: Conditions': Fee: Date: Date: Date: Date: CD - 14 • Z i3 Date: SCPA Parcel View: 17-20-31-502-0000-0850 http://parceldetail.scpafl.org/ParcelDetailinfo.aspx?PID=l 720315020... Property Record Card Pll Parcel: 17-20-31-502-0000-0850 et r.+o coour+rr racwa Property Address: 2651 MAGPIE WAY SANFORD, FL 32773 Parcel Information Value Summary----- --_----- - --- -_ Parcel 17-20-31-502-0000-0850 Owner(s) BRISSON INV LLC Property Address 2651 MAGPIE WAY SANFORD, FL 32773 Mailing 27 N SUMMERLIN AVE ORLANDO, FL 32801 Subdivision Name WYNDHAM PRESERVE Tax District S1-SANFORD DOR Use Code 00-VACANT RESIDENTIAL Exemptions 2018 Working 2017 Certified Values Values Valuation Method Cost/Market I Cost/Market Number of Buildings 0 0 Depreciated Bldg Value Depreciated EXFT Value Land Value (Market)- 51,000 14,000 Land Value Ag Just/Market Value '• 51.000 14.000 Portability Adj Save Our Homes Adj 0 0 Amendment 1 Adj 0 Y$ 0 86 P&G Adj $0 Assessed Value $51,000 $1314,000 Tax Amount without SOH. $266.00 V 1 V 1 2017 Tax Bill Amount $266.00 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Seminole County GIS Legal Description - -- -- - - - --- ---- ---- --- -- -- - — - ---- --- -- -- - - LOT 85 WYNDHAM PRESERVE PB 81 PGS 93-102 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 51.000 0 51,000 Schools 51.000 0 51,000 City Sanford 51,000 0 51.000 SJWM(Saint Johns Water Management) 51,000 0 51,000 County Bonds 51.000 0 51,000 Description Date Book Page Amount Qualified Vac/Imp No Sales I Find Comparable Sales ] Land -- - --- — - - - -- - - - - Method Frontage Depth Units Units Price Land Value LOT 1 $51,000.00 $51,000 Building Information j Permits - -- --- -- -- - - ---- - - — Permit # Description Agency Amount CO Date Permit Date 1 of 2 5/31/2018, 1:38 PM RECC,,D C0F Y FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 085 Madrona A LHG Stdy, Mbed FD - N Builder Name: Street: 2651 Magpie Way Permit Office: City,ofanford BUI OGy City, State, Zip: Sanford , FL , Permit Number: 8 Owner: Park Square Homes Jurisdiction: 691500 RD DesignLocation: FL, Orlando County: Seminole (Florida Climate Zone 2) O A 1. New construction or existing New (From Plans) 9. Wall Types (2128.0 sqft.) Insulation 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1787.30 ft2 b. Frame - Wood, Adjacent R=11.0 340.67 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 (2091.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 2091.00 ft2 6. Conditioned floor area above grade (ft2) 2091 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(297.3 sqft.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 418.2 a. U-Factor: Dbl, U=0.55 171.33 ft2 SHGC: SHGC=0.22 b. U-Factor: Dbl, U=0.58 96.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 34.8 SEER:16.00 c. U-Factor: Dbl, U=0.54 30.00 ft2 SHGC: SHGC=0.25 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 33.0 HSPF:9.00 SHGC: Area Weighted Average Overhang Depth: 4.614 ft. Area Weighted Average SHGC: 0.233 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (2091.0 sqft.) Insulation Area EF: 0.900 a. Slab -On -Grade Edge Insulation R=0.0 2091.00 ft2 b. Conservation features b. N/A R= ft2 None c. N/A R= ft2 15. Credits Pstat Glass/ Floor Area: 0.142 Total Proposed Modified Loads: 59.95 PASS TotalBaselineLoads: 63.12 1 hereby certify that the plans and specifications covered by Review of the plans and cOE Sr,43, this calculation are incompliance with the F18fid Ener ly Michael specifications covered by this D FO i,, gitasignyCode. Michael onwa calculation indicates compliance h ,,, e - :`` Conway31 te: 2018.05.2409:28:16 onway- 04'00 with the Florida Energy Code. Before is PREPAREDBY: construction completed DATE: this building will be inspected for compliance with Section 553.908 O y I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. OD WE C OWNER/ AGENT: BUILDING OFFICIAL: DATE: DATE: q - L . va Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed In accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist In accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). Compliante with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested In accordance with ANSI/RESNET/ICC 380, Is not greater than 0.030 On for whole house. 5/ 24/2018 9:25 AM EnergyGauge® USA Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT PROJECT Title: Building Type: Owner Name: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Lot 085 Madrona A LHG Stdy, Bedrooms: 3 User Conditioned Area: 2091 Park Square Homes Total Stories: 2 1 Worst Case: No Rotate Angle: 225 City of Sanford Cross Ventilation: No 691500 Whole House Fan: No Single-family New (From Plans) Address Type: Lot Information Lot # 85 Block/Subdivision: WYNDHAM PRESERV PlatBook: Street: 2651 Magpie Way County: Seminole City, State, Zip: Sanford , FL, CLIMATE Design Location Design Temp TMY Site 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Orlando FL_ORLANDO_INTL_AR 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 2091 19446.3 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 2091 19446.3 Yes 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 191.5 ft 0 2091 ft2 0.29 0 0.71 ROOF V # Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Emitt Deck Pitch Tested Tested Insul. (deg) 1 Hip Composition shingles 2339 ftz 0 ftz Dark 0.9 N 0.9 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area FIBS IRCC 1 Full attic Vented 300 2091 ftz N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 2091 ftz 0.1 Wood 5/24/2018 9:25 AM EnergyGauge® USA Section R405.4.1 Compliant Software Page 2 of 4 FnRM R405-2017 INPUT SUMMARY CHECKLIST REPORT WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Y # Ornt To WaILT-ype Space RValue-Ft-In El -In Area R=Value-Eraction-Absor--Grade'_ 1 NE=>W Exterior Concrete Block - Int Insul Main 4.1 65 0 9 4 606.7 ft2 0 0 0.8 0 2 SE=>N Exterior Concrete Block - Int Insul Main 4.1 25 6 9 4 238.0 ft2 0 0 0.8 0 3 SW=>E Exterior Concrete Block - Int Insul Main 4.1 56 0 9 4 522.7 ft2 0 0 0.8 0 4 NW=>S Exterior Concrete Block - Int Insul Main 4.1 45 0 9 4 420.0 ft2 0 0 0.8 0 5 S Garage Frame - Wood Main 11 36 6 9 4 340.7 ft2 0 0.25 0.8 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 SE=>N Insulated Main None 4 3 8 24 f12 2 -=>S Wood Main None 46 2 8 8 21.3 ft2 WINDOWS Orientation shown is the entered orientation => changed to As Built rotated 225 degrees). Wall Overhang y Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 ne=>W 1 Metal Low-E Double Yes 0.55 0.22 N 21.3 ft2 17 ft 6 in 1 ft0 in Drapes/blinds None 2 ne=>W 1 Metal Low-E Double Yes 0.55 0.22 N 45.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 3 ne=>W 1 Metal Low-E Double Yes 0.54 0.25 N 8.0 f12 1 ft 0 in 1 ft 0 in Drapes/blinds None 4 se=>N 2 Metal Low-E Double Yes 0.55 0.22 N 30.0 ft2 1 It 0 in 1 ft0 in Drapes/blinds None 5 se=> N 2 Metal Low-E Double Yes 0.54 0.25 N 6.0 f12 1 ft 0 in 3 ft 6 in Drapes/blinds None 6 se=> N 2 Metal Low-E Double Yes 0.54 0.25 N 8.0 f12 7 ft 4 in 6 ft 0 in Drapes/blinds None 7 sw=> E 3 Metal Low-E Double Yes 0.55 0.22 N 30.0 f12 1 ft 0 in 1 ft 0 in Drapes/blinds None 8 sw=> E 3 Metal Low-E Double Yes 0.54 0.25 N 8.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 9 nw=> S 4 Metal Low-E Double Yes 0.55 0.22 N 45.0 ft2 1 It 0 in 1 ft 0 in Drapes/blinds None 10 NW=> S 4 Metal Low-E Double Yes 0.58 0.25 N 96.0 ft2 8 ft 0 in 1 ft 0 in None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 393 ft2 393 ft2 64 ft 9.3 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000414 2268.7 124.55 234.24 .386 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:9 33 kBtu/hr 1 sys#1 5/24/ 2018 9:25 AM EnergyGauge® USA Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT COOLING SYSTEM 1 System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 16 34.8 kBlu/hr 1044 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 Cert # Company Name System Model # Collector Model Area Volume FEF None None ftz DUCTS Supply ---- Return ---- Air CFM 25 CFM25 HVAC # V # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 418.2 ft Main 104.55 Prop. Leak Free Main cfm 62.7 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolingj Jan j Feb Mar A r Ma Jun Jul Au 41 Se Oct Nov Dec Heatin[X} Jan [X} Feb lX] Mar f Apr I Jun JulMay xl AuJ1Sep Oct NovDec Ventin [ ] Jan [ ] Feb X]] Mar X) A r May Jun Jul Aug Se X] Oct X Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MASS Mass Type Area Thickness Furniture Fraction Space Default 8 Ibs/s .ft: 0 ftz 0 It 0.3 Main Name: Test Rater Signature: Rating Compant: Test Rater Date: 5/24/2018 9:25 AM EnergyGauge® USA Section R405.4.1 Compliant Software Page 4 of 4 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods 7ADDRESS: 2651 Magpie Way Permit Number: Sanford , FL , MANDATORY REQUIREMENTS See individual code sections for full details. J SECTION R401 GENERAL R401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal enveloW 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 Instal lation.The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. EiR402.4.3 Fenestration air leakage Windows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm persquarefoot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 5/24/2018 9:25 AM EnergyGauge® USA - FBC 6th Edition (2017) Compliant Software Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. R403.1 Controls. SECTION R403 SYSTEMS R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. 2. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping Insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41 °C) or below 55°F (1 WC) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory). Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and lien there is no demand for hot water. ElR403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 5/24/2018 9:25 AM EnergyGauge® USA - FBC 6th Edition (2017) Compliant Software Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 1/2 inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60°C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water -heating systems to be turned off. R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation shall meet the following criteria: 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawispaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM CFM) MINIMUM EFFICACY a CFM/WATT) AIRFLOW RATE MAXIMU CFM) Range hoods Any 2.8 cfm/watt Any In -line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/watt 90 Bathroom, utility room 90 2.8 cfm/watt Any For SI: 1 cfm = 28.3 Umin. a. When tested in accordance with HVI Standard 916 5/24/2018 9:25 AM EnergyGaugeO USA - FBC 6th Edition (2017) Compliant Software Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and Ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (I VC), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.8°C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 5/24/2018 9:25 AM EnergyGauge® USA - FBC 61h Edition (2017) Compliant Software Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (MandatorA)he energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps. Exception: Low -voltage lighting. R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights. 5/24/2018 9:25 AM EnergyGauge® USA - FBC 6th Edition (2017) Compliant Software Page 5 of 5 2017 EPL DISPLAY CARD ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX" = 95 The lower the Energy Performance Index, the more efficient the home. 1. New home or, addition 1. New (From Plans) 12. Ducts, location & insulation level a) Supply ducts R 6.0 2. Single-family or multiple -family 2. Single-family b) Return ducts R 6.0 c) AHU location Attic/Main 3. No. of units (if multiple -family) 3. 1 4. Number of bedrooms 4. 3 13. Cooling system: Capacity 34.8 a) Split system SEER 16.0 5. Is this a worst case? (yes/no) 5. No b) Single package SEER c) Ground/water source SEER/COP 6. Conditioned floor area (sq. ft.) 6. 2091 d) Room unit/PTAC EER e) Other 7. Windows, type and area a) U-factor: (weighted average) 7a. 0.559 b) Solar Heat Gain Coefficient (SHGC) 7b. 0.233 14. Heating system: Capacity 33.0 c) Area 7c. 297.3 a) Split system heat pump HSPF 9.0 b) Single package heat pump HSPF 8. Skylights c) Electric resistance COP a) U-factor: (weighted average) 8a. NA d) Gas furnace, natural gas AFUE b) Solar Heat Gain Coefficient (SHGC) 8b. NA e) Gas furnace, LPG AFUE f) Other 9. Floor type, insulation level: a) Slab - on -grade (R-value) 9a. 0.0 b) Wood, raised (R-value) 9b. 15. Water heating system c) Concrete, raised (R-value) 9c. a) Electric resistance EF 0.90 b) Gas fired, natural gas EF 10. Wall type and insulation: c) Gas fired, LPG EF A. Exterior: d) Solar system with tank EF 1. Wood frame (Insulation R-value) 10A1. e) Dedicated heat pump with tank EF 2. Masonry ( Insulation R-value) 10A2. 4.1 f) Heat recovery unit HeatRec% B. Adjacent: g) Other 1. Wood frame (Insulation R-value) 1061. 11.0 2. Masonry ( Insulation R-value) 10132. 16. HVAC credits claimed (Performance Method) 11. Ceiling type and insulation level a) Ceiling fans a) Under attic 1 la. 30.0 b) Cross ventilation No b) Single assembly 11b. c) Whole house fan No c) Knee walls/skylight walls 11 c. d) Multizone cooling credit d) Radiant barrier installed 11 d. No e) Multizone heating credit f) Programmable thermostat Yes Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. I certify that this home has complied with the Florida Building Code, Energy Conservation, through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL display card will be completed base on installed code compliant features. Builder Signature: Date: Address of New Home: 2651 Magpie Way City/FL Zip: Sanford, FL 5/24/ 2018 9:25:30 AM EnergyGauge® USA 6.0.02 - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 Project Summary Job: Lot 085 Madrorla ALHG St.. wrightsoft• Date: 05/24/2018 Entire House By- LF/RI/MC One Stop Cooling and Heating 7225 Sardscove Coot, Winter Park FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web wwwOneStopCoohrg oom License: CAC032444 For: Park Square Homes 2651 Magpie Way, Sanford, FL Notes: Desicin Information Weather: Orlando Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 92 OF Inside db 68 OF Inside db 74 OF Design TD 26 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 49 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 22277 Btuh Structure 20558 Btuh Ducts 2223 Btuh Ducts 4595 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh none) none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 24500 Btuh Use manufacturer's data n Rate/swin multiplier Equipmen load 0.97 24499 BtuhInfiltrationsensible Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 3179 Btuh Ducts 955 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling none) Area (ft2) 2028 2028 Equipment latent load 4135 Btuh Volume (ft3) 18860 18860 Air changes/hour 0.41 0.21 Equipment Total Load (Sen+Lat) 28634 Btuh Equiv. AVF (cfm) 129 66 Req. total capacity at 0.75 SHR 2.7 ton Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade TRANE Trade TRANE Model 4TWR6036H1 Cond 4TWR6036H1 AHRI ref 7562981 Coil TEM6AOC36H31++TDR AHRI ref 7562981 Efficiency 9 HSPF Efficiency 13.0 EER,16 SEER Heating input Sensible cooling 26100 Btuh Heating output 33000 Btuh @ 47°F Latent cooling 8700 Btuh Temperature rise 0 OF Total cooling 34800 Btuh Actual air flow 0 cfm Actual air flow 1160 cfm Air flow factor 0 cfm/Btuh Air flow factor 0.046 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.86 Capacity balance point = 34 OF Backup: Input = 7 kW, Output = 24790 Btuh,100 AFUE Calculations approved byACCA to meet all requirements of Manual J 8th Ed. rk wrlghtsol't- 2018-May-24 0909 31 Rigft-Sule®universal 201818.0.11 RSU25029 Page MLot 085 Madrora A LHG Stdy, Mbed FD - N.np Calc - MA From Door faces- N wrightsoft' Right-M Worksheet Entire House One Stop Cooling and Heating 7225 Sandscove Coin. Winter Park FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOneSlopCooting.com License: CAC032444 Job: Lot 085 Madrorta A LHG Stdy, ... Date: 05/24/2018 By: LF/RI/MC 1 Room name Entire House STDY 2 E)posed wall 191.5 R 295 A 3 Room height 93 fl d 9.3 It heaUaool 4 Room dimensions 1.0 x 161.5 It 5 Room area 2027.9 fF 161.5 fF Ty Construction number U-value BWh/lF-'F) Or HTM BWFvTF) Area (fF) or perimeter (A) Load BWh) Area (fF) or perimeter (A) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 13A-4ocs 0.143 ne 3.73 2.90 605 530 1979 1535 126 111 413 320 10D-m 0.550 ne 14.35 15.50 21 0 306 331 0 0 0 0 4A5.2om 0.550 ne 1435 22.14 45 0 646 996 15 0 215 332 4B5-2hn 0.540 ne 14.09 23.59 8 0 113 189 0 0 0 0 V11 13A.4ocs 0.143 se 3.73 2.90 237 169 631 490 121 91 339 263 4A5-2om 0.550 se 14.35 21.42 30 8 431 643 30 4 431 643 4B5.2fm 0.540 se 14.09 24.09 6 0 85 145 0 0 0 0 4B5.2f n 0.540 se 14.09 16.41 8 12 113 131 0 0 0 0 11D0 13A-4ocs 0.390 0.143 se sw 10.18 3.73 1227 2.90 24 521 24 483 244 1802 294 1398 0 28 0 28 0 104 0 81 4A5-2om 4B5.2(m 0.550 0.540 sw sw 1435 14.09 21.42 20.81 30 8 8 5 431 113 643 166 0 0 0 0 0 0 0 0 13A-4ocs 0.143 nw 3.73 2.90 419 278 1036 804 0 0 0 0 4A5.2om 0.550 nw 1435 22.14 45 0 646 996 0 0 0 0 4A5-2omd 0.580 nw 15.14 27.72 96 0 1453 2662 0 0 0 0 12C-0sw 0.091 2.38 1.51 339 318 756 479 0 0 0 0 11 DO 0.390 n 10.18 12.27 21 21 217 262 0 0 0 0 C 1613-30ad 0.032 0.84 1.76 2027 2027 1693 3565 162 162 135 284 F 22A.0m 1.180 30.80 0.00 2027 192 5898 0 162 30 909 0 61 c) AED excursion 1 649 1 29 Envelope loss/gain 18591 16377 2545 1952 12 a) Infiltration 3686 1331 568 205 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants 230 5 1150 1 230 Appliances/other 1700 0 Subtotal (lines 6 m 13) 1 22277 20558 3113 2387 Less extemalload 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 261 231 14 Subtotal 22277 205% 3374 2618 15 Dud loads 1 10% 220/6 2223 4595 10% 229/6 337 585 Total room load 1 24500 25153 3711 3203 Air required (dim) 0 1160 1 0 148 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrrlgF teoi•!' 2018-May-240909:31 Rigtt-Suite® Universal 2018 18 0 11 RSU25029 Page 1 MLol 085 Madrona A LHG Stdy, Mbed FD - N.rp Calc = M18 Front Door faces: N wrightsoft• Right-M Worksheet Entire House One Stop Cooling and Heating 7225 Sandscove Coul, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOreSlopCooling com License: CAC032444 Job: Lot 085 Madrorta A LMG Sidy, ... Date: 05/24/2018 By: LF/RI/MC 1 Room name BTH3 BED3 2 EVDsedwall 55 If 14.5 A 3 Room height 93 111 heat/Dool 93 ft heaV000l 4 Room dimensions 9.0 x 55 It 1.0 x 169.0 It 5 Room area 495 fF 1690 fF Ty Construction U-value Or HTM Area 012) Load Area OF) Load number BtiWOF) B or perimeter (ft) Btuh) or perimeter (fi) Biuh) Heat Cool Gross NIPS Heat Cool Gross N/P/S Heat Cool 6 13A-4ocs 0.143 ne 3.73 2.90 51 47 176 137 135 120 447 347 10D-m 0.550 no 14.35 15.50 0 0 0 0 0 0 0 0 4A5-2om 0.550 ne 1435 22.14 0 0 0 0 15 0 215 332 485-2f n 0540 ne 14.09 23.59 4 0 56 94 0 0 0 0 11 13A-4ocs 0.143 se 3.73 2.90 0 0 0 0 0 0 0 0 4A5-2Dm 0.550 se 1435 21.42 0 0 0 0 0 0 0 0 4B5-2hn 0.540 se 14.09 24.09 0 0 0 0 0 0 0 0 4B5-2hn 0.540 se 14.09 16.41 0 0 0 0 0 0 0 0 11 DO 0.390 se 10.18 12.27 0 0 0 0 0 0 0 0 13A-4ocs 0.143 sw 3.73 2.90 0 0 0 0 0 0 0 0 4A5.2om 0.550 sw 1435 21.42 0 0 0 0 0 0 0 0 4B5.2fm 0.540 sw 14.09 20.81 0 0 0 0 0 0 0 0 13A-4ocs 0.143 nw 3.73 2.90 0 0 0 0 0 0 0 0 4A5.2om 0.550 nw 1435 22.14 0 0 0 0 0 0 0 0 4A5.2omd 0.580 nw 15.14 27.72 0 0 0 0 0 0 0 0 q D 12C-0sw 0.091 238 151 0 0 0 0 0 0 0 0 11DO 0.390 n 10.18 227 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 50 50 41 87 169 169 141 297 F 22A-tpm 1.180 30.80 0.00 50 6 169 0 169 15 447 0 6 c) AED excursion 16 57 Emelope lossigain 443 302 1250 919 12 a) Infiltration 106 38 279 101 b) Rcom ventilation 0 0 0 0 13 Intemalgairm Occupants@ 230 0 0 1 230 Appliancesbther 0 0 Subtotal(lines 6to13) 549 341 1529 1250 Less extemal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 7 15 10 21 14 Subtotal 556 355 1540 1271 151 ud loads 10% 22% 56 79 10% 220/6 154 284 Total room load 612 435 1693 1555 Air required (dm) 0 20 1 of 72 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. rw wrlgtieeoT!- 2018-May-24090931 ALcA -^ •••._ Y Flight-Sute®Uriversal2018 18.0.11 RSU25029 Page 2 MLol 085 Madrora A LHG Stdy, Mbed FD - N.rp Calc = M,18 Front Door faces: N wrightsoft' Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardsoove Covl, W infer Park FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOneStopCooling.com License: CAC032444 Job: Lot 085 Madrona A LHG Stdy, ... Date: 05/24/2018 By: LF/RI/MC 1 Room name LDRY 2 Exposed well 0 ft 10.0 If 3 Room height 93 If heat/cool 93 fl heat/cool 4 Room dimensions 35 x 35 fl 1.0 x 925 It 5 Room area 123 NP 925 fF Ty Construction U-value Or HTM Area (II) Load Area M) Load number BWhAtz-'q BWhin or perimeter (11) Btuh) or perimeter (11) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 13A-4ocs 0.143 ne 3.73 2.90 0 0 0 0 28 28 104 81 1OD-m 0.550 ne 1435 15.50 0 0 0 0 0 0 0 0 4A5-2om 0.550 ne 1435 22.14 0 0 0 0 0 0 0 0 11 4B5-2hn 13A.4ocs 0.540 0.143 ne se 14.09 3.73 2359 2.90 0 0 0 0 0 0 0 0 0 65 0 59 0 221 0 171 4A5-tom 0.550 se 1435 21.42 0 0 0 0 0 0 0 0 4135-21'rn 0.540 se 14.09 24.09 0 0 0 0 6 0 85 145 4B5-2fm 0.540 se 14.09 16.41 0 0 0 0 0 0 0 0 11 DO 0 390 se 10.18 1227 0 0 0 0 0 0 0 0 13A-4ocs 0.143 sw 3.73 2.90 0 0 0 0 0 0 0 0 4A5.2om 0.550 svv 14.35 21.42 0 0 0 0 0 0 0 0 4B5.2fm 0.540 sw 14.09 20.81 0 0 0 0 0 0 0 0 13A-4ocs 0.143 nw 3.73 2.90 0 0 0 0 0 0 0 0 4A5-2om 0.550 nw 1435 22.14 0 0 0 0 0 0 0 0 4A5.2omd 0.580 nw 15.14 27.72 0 0 0 0 0 0 0 0 1-0 12C-096V 0.091 238 1.51 0 0 0 0 126 104 248 157 11DO 0.390 n 10.18 1227 0 0 0 0 21 21 217 262 c 16B-30ad 0.032 0.84 1.76 12 12 10 22 93 93 77 163 F 22A-tpm 1.180 30BO 0.00 12 0 0 0 93 10 308 0 61 c) AED ex ursion 1 30 Envelope loss/gain 10 21 1259 948 12 a) Infiltration 0 0 192 70 b) Room ventilation 0 0 0 0 13 Internet gains: Oaupants@ 230 0 0 0 0 Appliarloes/other 0 500 Subtotal (lines 6 to 13) 10 21 1452 1517 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 10 21 312 265 14 Subtotal 0 0 1764 1782 15 Duct loads 1 109/6 229/6 0 0 10% 220/6 176 398 Total room load 0 0 1940 2160 Air required (cfm) 0 0 0 101 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. r}f 2018-May-2409.0931 AZIN Rig lf-Sute®Universal 2018180 11 RSU25029 Page MLo1085 Madrora A LHG Sidy, Mbed FD - N.np Calc -" Frorf Door faces: N d- wrightsoft- Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Court, Winter Park FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOneStopCoolirg corn License: CAC032444 Job: Lot 085 Madrotla A LHG Stft ... Date: 05/24/2018 By: LF/RI/MC 1 Room name Krr MY 2 Exposed wall 0 It 55 11 3 Room height 93 ft heat/000l 93 It heatbool 4 Room dimensions 245 x 10.5 If 65 x 10.0 11 5 Room area 257.3 IF 65.0 IF Ty Construction number U-value BWhA -F) Or HTM BW Area (III) or perimeter (A) Load Bluh) Area (IF) or perimeter (fl) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vjl 13A-4ocs 0.1 no 2.90 0 0 0 0 0 0 0 0 10D-m 0.55050 ne 1435435 1550 0 0 0 0 0 0 0 0 4A5-2om 0.550 ne 1435 22.14 0 0 0 0 0 0 0 0 4B5-2fm 0.540 ne 14.09 23.59 0 0 0 0 0 0 0 0 Vk13A-4ocs11 0.143 se 3.73 2.90 0 0 0 0 51 19 71 55 4A5-2om 4B5-2fm 0.550 0.540 se se 1435 14.09 21.42 24.09 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4135-21m 0.540 se 14.09 16.41 0 0 0 0 8 6 113 131 11 DO 0.390 se 10.18 1227 0 0 0 0 24 24 244 294 13A-4ocs 0.143 sw 3.73 2.90 0 0 0 0 0 0 0 0 4A5.2om 0.550 sw 1435 21.42 0 0 0 0 0 0 0 0 4B5-2fm 0.540 sw 14.09 20.81 0 0 0 0 0 0 0 0 13A-4ocs 0.143 nw 373 2.90 0 0 0 0 0 0 0 0 4A5-2om 0.550 nw 1435 22.14 0 0 0 0 0 0 0 0 4A5.2omd 0580 r1w 15.14 27.72 0 0 0 0 0 0 0 0 1-0 12C-09w 0.091 238 151 102 102 243 154 0 0 0 0 11 DO 0.390 n 10.18 1227 0 0 0 0 0 0 0 0 C 1613-30ad 0.032 0.84 1.76 257 257 215 452 65 65 54 114 F 22A.Ipm 1.180 30.80 0.00 257 0 0 0 65 6 169 0 61 c) AED exarson 79 9 Envelope loss/gain 458 527 652 605 12 a) Infiltration 0 0 106 38 b) Room ventilation 0 0 0 0 13 Internal gains: Ocaipants @ 230 0 0 0 0 Appliances4other 1200 0 Subtotal (lines 6 to 13) 458 1727 758 643 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 205 187 758 643 14 Subtotal 662 1914 0 0 15 Duct loads 1 109/. 229/. 66 428 109/6 220/6 0 0 Total room load 1 729 2342 0 0 Au required (dm) 0 108 0 0 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. rw 2018-May-24 09109 31 Right-Scite®Uriversal201818011 RSU25029 Page MLo1085 Madrone A LHG Stdy, Mad FD - N r p Calc = MJ8 Front Door faces: N wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Court, Wirier Park FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOreStopCooling cam License: CAG032444 Job: Lot 085 Madrona A LMG Stdy, ... Date: 05/24/2018 By: LF/RI/MC 1 Room name DIN MWIC 2 Exposed well 0 It 14,5 e 3 Room height 93 fl heat/000l 93 fl heat/000l 4 5 Room dimensions Room area 1.0 x 232.0 fl 232.0 fR 8D x 14.6 ft 116.7 fF Ty Construction U-value Or HTM Area OF) Load Area OF) Load number BtuhV-09 BtLi or perimeter (A) Btuh) or perimeter (A) BNh) Heat Cool Grass N/P/S Heat Cool Gross N/PS Heat Cool 6 yl 13A- tOD-m 4A5-tom 0.1 0.55050 0.550 ne ne ne 3..0 14.3535 14.35 15.50 22.14 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 485.2fm 13A-flocs 0.540 0.143 ne se 14.09 3.73 2359 2.90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5-tom 4B5-2fm 0.550 0.540 se se 1435 14.09 21.42 24.09 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4B5-2fm 0.540 se 14.09 16.41 0 0 0 0 0 0 0 0 11DO 13A-4ocs 0.390 0.143 se sw 10.18 3.73 1227 2.90 0 0 0 0 0 0 0 0 0 135 0 135 0 503 0 390 4A5-2om 485.2frn 13A-4ocs 0.550 0.540 0.143 sw sw nw 1435 14.09 3.73 21.42 20.81 2.90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5-2om 4A5-2omd 0.550 0.580 nw nw 1435 15.14 22.14 27.72 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 F D 12C-Osw 0.091 238 1.51 0 0 0 0 112 112 265 168 11 DO 1613-30ad 0.390 0.032 n 10.18 0.84 1227 1.76 0 232 0 232 0 194 0 408 0 116 0 116 0 97 0 204C F 22A-tpm 1.180 3OBO 0.00 232 0 0 0 116 15 447 0 6 c) AED excursion 18 38 Envelope loss/gain 194 390 1312 725 12 a) Infiltration 0 0 279 101 b) Room ventilation 0 0 0 0 13 Internal gains: 0o upants @ 230 0 0 0 0 Applianoesbther 0 0 Subtotal (lines 6 lo 13) 194 390 1591 826 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 194 390 1591 826 15 Dud loads 1 10% 221% 19 87 109/6 1 229/6 159 185 Total room load I 213 477 1 1750 1010 Air required (dm) 1 0 22 0 47 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. f}t wrlgtitsoTt' 2018-May-240909.31 At& Rigti-Sulte®Uriversal 201818 0.11 RSU25029 Page 5 MLot 085 Madrore A LHG Stdy, Mbed FD - N.r p Calc - M18 Frort Door faces: N wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Court. Winter Park FL 32792 Phone: (407) 629.6920 Fax: (407) 629 - 9307 Web: wwwOreS[opCoolirg.com License: CAC032444 Job: Lot 085 Madrore A LHG Stdy, ... Date: 05/24/2018 By: LF/RI/MC 1 Room name METH MTOI 2 3 Exposed well Room height 7D fl 93 It heat/cool 6.0 fl 9.3 fl heatbool 4 5 Room dimensions Room area 1.0 x 109.5 ft 109.5 tF 45 x 6.0 It 27.0 fF Ty Construction number U-value BbuWcF) Or HTM Btut1" Area (W) or perimeter (fl) Load Btuh) Area (fF) or perimeter (fl) Load BWh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VI 13A- 10D-nnm 4A5-2om 0 0 550550 0.550 ne ne ne 3.73 14.35 14.35 2.0 15.50 22.14 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 l C;,' 4B5.2fm 13A-4ocs 0.540 0.143 ne se 14.09 3.73 23.59 2.90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5-2om 4B5.2fm 4B5.2f n 0.550 0.540 0.540 se se se 1435 1409 14.09 21.42 24.09 16.41 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 DO 13A-4ocs 0.390 0.143 se sw 1018 3.73 12.27 2.90 0 65 0 61 0 228 0 177 0 56 0 52 0 193 0 150 4A5-2om 485-2frn 13A•40cs 0.550 0.540 0.143 sw sw nw 14.35 14.09 3.73 21.42 20.81 2.90 0 4 0 0 1 0 0 56 0 0 83 0 0 4 0 0 1 0 0 56 0 0 83 0 4A5-2om 4A5.2omd 0.550 0.580 nw nw 1435 15.14 2214 27.72 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 q 12C•09N 0.091 23B 151 0 0 0 0 0 0 0 0 11DO 16B-30ad 0.390 0.032 n 10.18 0.84 227 1.76 0 110 0 110 0 91 0 193 0 27 0 27 0 23 0 47 0 C F 22A-tpm 1.180 30BO 0.00 110 7 216 0 27 6 185 0 61 c) AED excursion 1 10 118 Ermlope loss/gain 591 463 457 299 12 a) Infiltration 135 49 115 42 b) Room ventilation 0 0 0 0 13 Intemalgains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (I i nes 6 to 13) 726 511 573 340 Less ebemalload 0 0 0 0 Less transfer 0 0 0 0 Redistribuuon 0 0 0 0 14 Subtotal 726 511 573 340 15 Dud loads 1 10%1 229/6 72 114 10% 220/6 57 76 Total room load I I 799I 626 630 416 Air required (dm) 0 29 0 19 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. r}+- wrtgtitaoft- 2018-May-240909'31 A .^.•.• Righ-Snite®Uriversal201818.0.11 RSLI25029 Page MLot 085 Madrore A LHG Sldy. Mbed FD - N.np Calc = MJ8 Frort Door faces: N wrightsoft' Right-JO Worksheet Entire House One Stop Cooling and Heating 7225 Sandscove Coot, W irter Park, FL 32792 Phore. (407) 629 - 6920 Fax. (407) 629 - 9307 Web: www.OneStopCoolirg.com License: CAC032444 Job: Lot 085 Madrorta A LHG Stdy, ... Date: 05/24/2018 By: LF/RI/MC 1 Room name MBED GATH 2 Exposed sell 40.0 If 175 It 3 Room height 9.3 11 heat/cool 9.3 If heaV000l 4 Room dimensions 14.5 x 17.0 It 18.0 x 115 ft 5 Room area 2465 IF 207.0 112 Ty Construction U-value Or HTM Area 012) Load Area (fF) Load number BbihAFL°F) B or perimeter (A) BWh) or perimeter (11) BWh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 13A-4ocs 0.143 ne 3.73 2.90 79 58 215 167 0 0 0 0 101)-m 0.550 ne 1435 15.50 21 0 306 331 0 0 0 0 4A5-2om 0.550 no 14.35 22.14 0 0 0 0 0 0 0 0 4B5-2rm 0.540 ne 14.09 23.59 0 0 0 0 0 0 0 0 V11 13A-4ocs 0.143 se 3.73 2.90 0 0 0 0 0 0 0 0 4A5-2om 0.550 se 14.35 21.42 0 0 0 0 0 0 0 0 4135.2hn 0.540 se 14.09 24.09 0 0 0 0 0 0 0 0 485-2hn 0.540 se 14.09 16.41 0 0 0 0 0 0 0 0 11DO 0.390 se 10.18 1227 0 0 0 0 0 0 0 0 13A-4ocs 0.143 sw 3.73 2.90 158 128 476 371 0 0 0 0 4A5-tom 0.550 sw 14.35 21.42 30 4 431 643 0 0 0 0 4135-2hn 0.540 sw 14.09 20.81 0 0 0 0 0 0 0 0 1cs 3A-4o 0.143 nw 3.73 2.90 135 105 391 304 163 67 249 193 4A5- tom 0.550 nw 14.35 22.14 30 0 431 664 0 0 0 0 4A5- 2omd 0.580 nw 15.14 27.72 0 0 0 0 96 0 1453 2662 q 12C-Osw 0.091 2.38 1.51 0 0 0 0 0 0 0 0 11130 0.390 n 10.18 1227 0 0 0 0 0 0 0 0 0C 168-30ad 0.032 0.84 1.76 247 247 206 433 207 207 173 364 F 22A-Ipm 1.180 30 O 0.00 247 40 1232 0 207 18 539 0 6 c) AED excursion 208 716 Envelope loss/gain 3690 3121 2414 3936 12 a) Infiltration 770 278 337 122 b) Room %entilafion 0 0 0 0 13 Internal gains: Oocupants@ 230 2 460 0 0 Appliancesbther 0 0 Subtotal ( lines 6 to 13) 4460 3859 2751 4058 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 8 16 14 Subtotal 4460 3859 2759 4074 151 uclloads 109/6 1 229/6 445 863 10% 229/6 275 911 Total room load I I 4905 4TM 3035 4985 Air required (cfm) 0 218 1 0 230 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. FW 2018-May-240909:31 Right- Sdte®Uriversal 2018 18.0.11 RSU25029 Page 7 MLo1085 Madrore A LHG Stdy, fvbed FD - N.rtp Calc - MJ8 Frort Door faces. N wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sandscove Court. W irter Park FL 32792 Phone- (407) 629 - 6920 Fax: (407) 629.9307 Web: wwwOneStopCoolirg com License: CAC032444 Job: Lot 085 Madrona A WG Stdy, ... Date: 05/24/2018 By-. LF/RI/MC 1 Room name BED2 BTH2 2 EN)osed well 36.0 A 55 A 3 Room height 93 11 heat/cool 93 ft heaf/000l 4 Room dimensions 10 x 169.3 n 1.0 x 57.0 ft 5 Room area 169.3 tF 570 fF Ty Construction number U-value BtuK4F-°F) Or HTM BtuhAn Area (tF) or perimeter (ft) Load BWh) Area (IF) or perimeter (A) Load Bluh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 13A-4ocs 0.143 ne 3.73 2.90 135 120 447 347 51 47 176 137 tOD-m 0.550 ne 14.35 15.50 0 0 0 0 0 0 0 0 4A5.2om 0.550 no 1435 22.14 15 0 215 332 0 0 0 0 4B5-2fm 0.540 ne 14.09 23.59 0 0 0 0 4 0 56 94 V11 13A-4ocs 0.143 se 3.73 2.90 0 0 0 0 0 0 0 0 4A5-2om 0550 se 1435 21.42 0 0 0 0 0 0 0 0 4135-21n 0.540 se 14.09 24.09 0 0 0 0 0 0 0 0 485-2fm 0540 se 14.09 16.41 0 0 0 0 0 0 0 0 11 DO 0.390 se 10.18 1227 0 0 0 0 0 0 0 0 13A-4ocs 0.143 sw 3.73 2.90 79 79 295 229 0 0 0 0 4A5.2om 0.550 sw 1435 21.42 0 0 0 0 0 0 0 0 4135.21m 0.540 sw 14.09 20.81 0 0 0 0 0 0 0 0 13A-4ocs 0.143 nw 3.73 2.90 121 106 395 307 0 0 0 0 4A5-2om 0 550 nw 1435 22.14 15 0 215 332 0 0 0 0 4A5.2omd 0.580 nw 15.14 27.72 0 0 0 0 0 0 0 0 fi D 12C-Osw 0.091 238 1.51 0 0 0 0 0 0 0 0 11D0 0.390 n 10.18 1227 0 0 0 0 0 0 0 0 C 16B-30ad 0032 0.84 1.76 169 169 141 298 57 57 48 100 F 22A-tpm 1.180 30.80 0.00 169 36 1109 0 57 6 169 0 6 c) AED excursion 85 16 Envelope loscgain 2818 1760 449 315 12 a) Infiltration 693 250 106 38 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 0 0 Appliancesiother 0 0 Subtotal (lines 6 to 13) 3511 2240 555 353 Less exlemalload 0 0 0 0 Less transfer 0 0 0 0 Redistribution 4 7 8 16 14 Subtotal 3515 2247 563 370 15 Dud loads 1 10% 220/6 351 502 109/6 229] 56 83 Total room load 1 3866 2749 620 452 Au required (dm) 0 127 0 21 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. r}a- wrlghtmoTC- 2018-May-24 09,09 31 P. "" -""'-""-^ Right-Sute®Uriversal2018180.11 RSU25029 Page Mot 085 Madrona A LHG Stdy, Mbed FD - N.rp Calc - KM Frort Door faces: N wrightsoft' Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sandscove Court, W irter Park, FL 32792 Phone: (407) 629 - 6920 Fax (407) 629.9307 Web wwwOneStopCoolirg.com License: CAC032444 Job: Lot 085 Madrona A LHG Stdy, ... Date: 05/24/2018 By- LF/RI/MC 1 Room name 2 Exposed wall 0 fl O ft 3 Room height 93 ft heaVcnol 93 ft heaV000l 4 5 Room dimensions Room area 3.5 x 8.0 ft 28.0 fF 3.5 x 8.0 It 28.0 fF Ty Construction number U-value 13Wh/11F-°9 Or HTM Btu Area OF) or perimeter (II) Load Btuh) Area (fF) or perimeter (A) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 13A-4ocs 1OD-m 4A5-2om 0.143 0.550 0.550 ne ne ne 3.73 1435 1435 2.90 15.50 22.14 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 4B5-2hn 13A-4ocs 0.540 0.143 ne se 14.09 3.73 23.59 2.90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5-2om 4B5-2frn 4B5.2fm 0.550 0.540 0.540 se se se 1435 14.09 14.09 21.42 24.09 16.41 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 DO 13A-4ocs 0.390 0.143 se sw 10.18 3.73 1227 2.90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4135.2fm 13A-4ocs 0.550 0.540 0.143 sw sw nw 1435 14.09 3.73 21.42 20.81 2.90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V-24A5-2om 4A5-2om 4A5-2omd 0.550 0.580 nw nw 1435 15.14 22.14 27.72 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 R L-D 12C-0sw 0.091 2.38 1.51 0 0 0 0 0 0 0 0 11 DO 16B-30ad 0.390 0.032 n 10.18 OB4 1227 1.76 0 28 0 28 0 23 0 49 0 28 0 28 0 23 0 49C F 22A-tpm 1.180 30.80 0.00 28 0 0 0 28 0 0 0 6 c) AED excursion 2 2 Envelope lossrgain 23 47 23 47 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Oocupants@ 230 0 0 0 0 Applianoes/other 1 0 0 Subtotal (lines 6 to 13) 23 47 23 47 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 23 47 23 47 14 Subtotal 0 0 0 0 15 Du 1 10% 22% 0 0 10'/6 22% 0 0 Total room load 0 0 0 0 Air required (dm) 0 0 0 0 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. rw wrlgF,tsoTt- 2018-May-2409,09,31 AeeA Rigtt-Srile®Uriversal 2018 18 0.11 RSU25029 Page 9 MLo1085 Madrore A LHG Stdy, Wed FD - N.r p Calc - NUB Frort Door faces: N Static Pressure and Friction Rate Job: Lot 085 Madrona ALHG SL.. wrightsoft Date: 05/24/2018 Entire House By- LF/RI/MC One Stop Cooling and Heating 7225 Sardsoove Coot, W irler Park FL 32792 Phone (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOnaStopCoolirg cem License. CAC032444 For: Park Square Homes 2651 Magpie Way, Sanford, FL AvailablePressure Heating Cooling in H2O) in H2O) External static pressure 0.50 0.50 Pressure losses Coil 0 0 Heat exchanger 0 0 Supply diffusers 0.03 0.03 Return grilles t 0.03 0.03 Filter 0.10 0.10 Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available static pressure 0.34 0.34 Total• Supply Return ft) ft) Measured length of run -out 13 0 Measured length of trunk 27 0 Equivalent length of fittings 100 0 Total length 140 0 Total effective length 140 Friction Heating Cooling in/100ft) in/100ft) Supply Ducts 0.243 > 0.18 0.243 > 0.18 Return Duds 0.243 > 0.18 0.243 > 0.18 Fitting Equivalent LengthDetails supply 4X--35,11 A=20, 11 Gam, 1 A-_35, 11 G=5: Total EL=100 Return TotalEL=O wrightsoft' 2018-May-24 09109 32 Righ-Sule®Uriversal2018 18.0.11 RSU25029 Page 1g MLot 085 Madrore A LHG Stdy, Mad FD - N.rtQ Calc = MJ8 Frori Door laces N wrightsoft• Duct System Summary Entire House One Stop Cooling and Heating 7225 Sandsoove Co1rt, Winter Park FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web- wwwOneStopCooling oom Lioerse: CA0032444 For External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Park Square Homes 2651 Magpie Way, Sanford, FL Heating 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.243 in/100ft 0 cfm 140 ft Supply Branch Detail Table Job: Lot 085 Madrona ALHG SL.. Date: 05/24/2018 By: MUM Cooling 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.243 in/100ft 1160 cfm Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BED2 c 2749 0 127 0.271 7.0 Ox0 MFx 25.4 100.0 st1 BED3 c 1555 0 72 0.275 6.0 Ox0 MFx 23.5 100.0 st1 BTi2 c 452 0 21 0.282 4.0 Ox 0 VIFx 20.5 100.0 st1 BTi3 c 435 0 20 0.282 4.0 Ox 0 VIFx 20.4 100.0 st3 DIN c 477 0 22 0.276 4.0 Ox 0 VIFx 23.3 100.0 st1 GAT+ c 2493 0 115 0.243 6.0 Ox 0 VIFx 39.8 100.0 st2 GATH-A c 2493 0 115 0.285 6.0 Ox 0 VIFx 19.4 100.0 sti Kfr c 2342 0 108 0.248 6.0 Ox 0 VIFx 37.2 100.0 st2 LDRY c 2180 0 101 0.302 6.0 Ox 0 VIFx 17.5 95.0 st3 MBED c 4722 0 218 0.249 8.0 Ox 0 VIFx 36.6 100.0 st2 NSTH c 626 0 29 0.253 4.0 Ox 0 VIFx 34.2 100.0 st2 MTOI c 416 0 19 0.252 4.0 Ox 0 VI Fx 35.2 100.0 st2 Mwlc c 1010 0 47 0.252 4.0 Ox0 VIFx 35.1 100.0 st2 STDY c 3203 0 148 0.280 7.0 Ox0 VIFx 21.3 100.0 st3 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FIR fpm) in) in) Material Trunk st3 PeakAVF 0 268 0.280 492 10.0 0 x 0 VnlFlx sti PeakAVF 0 356 0.271 653 10.0 0 x 0 VnlFlx st2 PeakAVF 0 535 0.243 682 12.0 0 x 0 vnlFlx wrightsoft- 2018-May-2409,09:32 iCCfi Righ-SuleOUriversal2018 18.0.11 RSU25029 Page 1 MLo1085 Madrona A LHG Stdy, Ntbed FD - N.np Calc - NU8 Front Door laces N Name Grille Size (in) Htg cfm) Clg Cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Mal Trunk rb1 Ox 0 0 1160 0 0 0 0 Ox 0 MFx t wrightsoft- 2018-May-24 090932 M •-m. Righ-Sule®Uriversal201818011RSU25029 Page 2 MLof 085 Madrora A LHG Stdy, fvlbed FD - N.np Celc = M18 Frar1 Door faces: N 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 085 Madrona A LHG Stdy, Mbed FD - N Builder Name: Street: 2651 Magpie Way Permit Office: City of Sanford City, State, Zip: Sanford , FL , Permit Number: Y U Owner: Park Square Homes Jurisdiction: 691500 w Design Location: FL, Orlando 0 COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffitCeiling/attic the insulation and an gaps in the air barrier shall be sealed. Y 9 P shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attics aces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity sealed. with a material having a thermal resistance of R-3 Knee walls shall be sealed. per inch minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on Narrow cavities installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac 3s. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind o*n*no and wareno. Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and walls or ceilings - a. In addition, inspection of log walls shall be in accordance with the provisions of IGC-400. 5/24/2018 9:25 AM EnergyGauge® USA FBC 6th Edition (2017) Compliant Software Page 1 of 1 Level 1 MBED BED2 1Ox8 127 cf m 10X10 10x 10 218 ctrn GATH 7' 8X4 16 x 16 21 ctm 8X4 Ox6 15chn LBB1 9' 29cfm o tl5chn 1tBTH2 6' 4 • EFt EF1 VTR 6' 16x 16 12 12 8X4 AVFR 4•\ IOX6 oxto19cfm L882 22chn 6• E DIN IOX6 BEDS 72ctrn MBTH 6• 12' to* 8X4 47 chn 7 p 24xt8 RA i 1160chn IOBcfm to' BTF{i Sup Riser 10X6 4 6 KIT 108X4 20ch MWIC 67 Ictin 101ctm6 • 10x6 SRB1ox10 LDRY IOx8 FOY DV VTR STDY GARAGE EF1 = 50 CFM Fan EF2 = 80 CFM Fan EF3 = 110 CFM Fan EFLt = 50 CFM Fan EFL = 80 CFM Fan ER- 3 - 110 CFM Fan VTR - Vent to Root VTW = Vent to Wall DV = Dryer Vent RV = Range Vent Lineset Chase Condensate O= Thermostat 18/8 SRB = Small Reduction Box LFIB - Large Reduction Box FBB = Feld Built Box Job #: Lot 085 Madrona A LHG Stdy, Mbed... One Stop Cooling and Heating Scale: 1 :77 Performed by LF/RI/MC for: Page 1 Park Square Homes 7225 SandsCeV8 Court Right -Suite® Universal 2018 2651 Magpie Way Winter Park, FL 32792 18.0.11 RSU25029 Sanford, FL Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 2018-May-24 09:11:15 wwwOneStopCooling. com tuna A LHG Stdy, Mbed FD - N rip A 3_ U Sewer kv lc 3' l,. vtf, I'(z YtiZ ae C77 1 311 {-te tow V 1a. j ^ Y' A&f V` 3! v s Sylowt 0 ('Aio` ada b and; bv. w( c. M N. Yroh0. LIZoCA, l L' A\ns"o,-\ w.b g SeYvices c• a T n 0 0 0 b RECORD COPY DESCRIPTION AS FURNISHED: Lot 85, WYNDHAM PRESERVE, as recorded in Plat Book 81, Pages 93 through 102 of the Public Records of Seminole County, Florida. PLOT PLAN FOR/CERTIFIED TO: ok to construct single family home with setbacks and impervious area shown on plan. 45 •mot d Zoa l (Yk0.6,r -o a- A, Ca 1. i. 7.50' W R LOT 86 Co 0 O O 3.50, - 7.50' 5.00' Park Square Enterprises, LLC (a Delaware Corporation); Winderweedle, Haines, Ward & Woodman, PA; Attorneys' Title Insurance Fund; Bank of America TRACT 6 STORMWATER TRACT) S 89043'03 " W 60.00' - - t Z4.80' l 24.80' 24.80' 24.80' 14.7 13.3 ai LANAI 17.0 LOT 85 PROPOSED RESIDENCE Ci 2091 MADRONA A R 2 CAR GARAGE LEFT U MY o C C COV'D. U ENTRY 3.0'x4.0' AC N 5.3' 7.0' N N 13.3' ENTRY w 10.7' T 19.3' 16 DRIVE WALK 36.53' 25.2 2 5.20' 10UTIL. ESMT. 16' 5' CONC. WALK C R SETBACKS AS FURNISHED FRONT = 25'(•) REAR = 20' SIDE - 5' (40' LOT) 7. 5' (60' LOT) 10' ( 75' LOT) SIDE STREET = 25' (60' & 75' LOT) 15' ( 40' LOT) 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' PROPOSED = FINSHED SPOT GRADE ELEVATIONS PER DRAINAGE PLANS V Nn— = PROPOSED DRAINAGE FLOW LOT GRADING TYPE A MOD Q_ PROPOSED F.F. PER PLANS = 24.1' Q s d AJ'4;J UZI W 60. 00' AA CPIE TEA Y 50' PRIVATE R/W) 7. 50' LOT 84 7. 50' X ti 301.64' P.C. PLOT PLAN ONLY PLOT PLAN AREA CALCULATIONS NOT A SURVEY TOTAL LOT AREA 6,900 t SQUARE FEET FLATWORK ON/OFF LOT = TOTAL t SQUARE FEET FLATWORK DRIVE 403/ 110- 513 t SQUARE FEET FOUNDATION/PAD 2,484 t SQUARE FEET WALKS 67/ 300= 367 t SQUARE FEET REAR PATIO 136 t SQUARE FEET FRONT PORCH DECK 64 t SQUARE FEET SOD 3,733/ 250 o J.983 t SQUARE FEET POOL DECK 0 t SQUARE FEET NOTE. FRONT SIDEWALK AND STREET LOCATION TAKEN FROM PLANS PROVIDED BY CLIENT • NOT FIELD VERIFIED CRUSEYVN TYLTR —SCOTT ASSOC, INC. — LAND ,) UR Vz,1'YOR,S LEGEND - LEGEND - 5400 E. COLONIAL DR. ORLANDO. FL. 32807 (407)-277-3232 FAX (407)-658-1436 P • PLAT D,L. POINT ON LINE NOTES: F • FIELD IP. • IRON PIPE TTP. RCATYPICAL POINTOFRCVCRSC CURVATUIIC 1. THE UNDERSIGNED GOES HEREBY C1JifUY' TW1i THIS SURVEY MEETS NNE STANDARDS OF PRACTICE SET !T)R1T1 BY THE FLORIDA BOARD OF IR. IRON ROD P,C.C. POINT OF COPOUND CLRVATIDK PROFESSIONAL. SURVEYORS AND MAPPERS W CNAMER W-17 FLORIN ADMWISTRATNE CODE PURSUANT TO SECTION 472.027. FLORIDA STATUES CA CONCRCTE MONUMENT RAL RADIAL 2. UNLESS EWBOSSED WITH SURVEYOR'S SIGNATURE AND ORIWNAL RAISED SEAL, THIS SURVEY MAP OR COPIES ARE NOT VALID. SCT IR. • 1/2' IJL •/IILI 4596 NR. WANON -RADIAL WITNESS POINT S. INNS SURVEY WAS PREPARED FROAM TRUE WFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RFSTR=ONS RMRECOVEREDPaL • POINT OT IEGUONINO POINT OF CODSNCEKENT CALL RACALCULATED PERMANENTREFERENCEMONUMENT OR EASEMENTS THAT AFFECT INKS PROPERTY. ER A. NOUNDERGROUNDIMPROVEMENTSHAVEBEENLOCATEDUNLESSOTHERWISESHOWN• at, fCENTERLDEFF. FINISHED FLOOR ELEVATION D. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENRR: N D • NAIL A DISK SL IUILDINO SET/ACK LINE 6 DIMENSIONS SHOWN FOR THE LOCATION OF LMPROVEWENTS HEREON SHOULD NOT BE USED lb RECONSTRUCT BOVNGARY LINES. R/W RIUMT-N-WAY NFL LL 1ENCWIARXBASE FARING 7. BFA W= ARE BASED ASSUMED DAIUM AND ON THE LINE SHOWN AS BASE BEAPoNC (BB) ESMT. EASEMENTDRAINDRAINAGE 8. ELEVATIONS, IF SHOWN. ARE BASED ON NATIONAL GEODETIC VERTICAL. OATLW OF 1929. UNLESS OTHERWISE NOTED. UTIL. UTILITY 9. CERTIFWAYE OF AUIHONIL:TWN Na 4596. CLrC, • CHAIN LIKK FAKE vDJG •WOOD FCNC[ CID CONCRETE MOCK P,C, • POINT OF CURVATURE P,T, POINT OF TANGENCY DESC. . RADIUS DESCRIPTION R . ARC LENGTH D • DELTA cl - CHCHORORD SEARING NORTH CERTIFIED BY: SCA:E 1— I• - 20 1 DRAWN BY: — I U fof , PLOT PLAN 05-21-2018 3218-18 THIS BUILDING\ PROPERTY DOES NOT UE WITHIN THE ESTABLISHED 10O YEAR FLOOD PLANE AS PER 'FIRM' ZONE X. MAP / 12117CO090 F (09-28-07) TO RUSENA , R.M. # 4714 JAM SCO R.LS / 48CI w •. C—),e6 ZOi) Filename: PARK SQ MADRONA.rrr RECORD COPY Lighting and Small Appliance/Laundry Circuits Floor Area SmAppNo LaundNo Line Neutral 2798 2 1 Lighting Summary Standard 6,463 6,463 Optional 12,894 6,463 anges & Ovens Range No. No? Nameplate Line Neutral 1 1 8000 0 0 3 0 0 Range/Oven Summary Standard 6,400 4,480 Optional 8,000 4,480 Dryers 2------ r _ J. - 5DryerNo. No? Nameplate Line Neutral 1 1 5000 c 2 0 SAr,F3•. 0 OR D bryer Summary Standard 5,000 3,500 a Optional 5,000 3,500 Ieating and Cooling: Actual Number = 1 lame M? Ph No Amps Volts VA HP Line Neutral L M 1 1 22.0 240 5,280 0M112.0 240 480 01M115.0 240 1,200 01111222401 Neat/Cool Summary Standard 5,280 12,240 0 Optional 12,240 0 0 2ixed Appliances: Actual Number = 6 Name M? Ph No Amps Volts VA HP Line Neutral ISP 1 1 120 600NSH 600 600111201200MICRO1,200 1,200111201200 fgATER HEATER 1 1 18.5 240 1,200 1,200 OPT POOL. 1 1 10 240 4,440 0 APT POOL HEAT 1 1 31 240 2,400 - 0 7,440FixedApplianceSummaryStandard 0 12,960 2 250 Other Appliances: Actual Number = 0 Optional 17,280 2,250 L1ame------- M? Ph No Amps Volts VA HP Line Neutral Other Appliance Summary Standard 0 0 Optional 0 0 5% of Max Motor: Line is Std Only; Neutral for Both Maximum Phase Amps Volts Heat/Cool 1 Phase 22 Amps 240 Volts Fixed Appl. 1 Phase 22 Amps 240 Volts P 0 Other Appl. Phase Amps Volts 0 Max Motor Summary Standard Only 1,320 0 SUMMARY ---------------------- Standard Line Neutral Total Total = 44,383 16,693 Maximum Amperage = 185 70 Service Voltage = 240 Service Phase = 1 ptional Line Neutral Total Total = 35,510 16,693 Maximum Amperage = 148 70 Service Voltage = 240 Service Phase = 1 ta• Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek RKORD COPY RE: P2091AC-T - Park Sq Hm/ 2091 Madrona A_C / Tray MiTek USA, Inc. Site Information: 6699, 0n4nParke East Blvd. Customer Info: PARK SQUARE HMS Project Name: P2091AC-T Model: MADRONA 209'1a= A or G1 IVY CLG Lot/ Block: 85 Subdivision: WYNDHAM PRESERVE 60 Address: 2651 MAGPIE WAY City: SANFORD State: FLORIDA Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 140 mph Roof Load: 40.0 psf Floor Load: N/A psf This package includes 49 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# ITruss Name I Date I No. I Seal# ITruss Name Date 1 IT12955005 1A1 1/15/18 112 1 T12955016 1 B1 1/15/18 2 IT12955006 JA2 1/15/18 113 IT12955017 B2 1/15/18 3 T12955007 JA3 1/15/18 114 IT12955018 B3 1/15/18 4 T12955008 JA4 1/15/18 115 IT12955019 B4 1/15/18 5 T12955009 JA5 1/15/18 116 IT12955020 B4A 1/15/18 6 T12955010 I A6A 1/15/18 117 IT12955021 JB5 1/15/18 7 IT12955011 JA13T 1/15/18 118 IT12955022 1136 1/15/18 8 IT12955012 I A7A 1/15/18 119 IT12955023 1B7 1/15/18 9 IT12955013 JA7T 1/15/18 120 IT12955024 1B8 1/15/18 10 IT12955014 1A8T 1/15/18 121 IT12955025 1139 1/15/18 11 IT12955015 JA9T 1/15/18 122 IT12955026 ICA 1/15/18 g- 2521 q, 01Lo/Nc SANFORD O pA Riti This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Mid -Florida Lumber Acquisitions, Inc.. Truss Design Engineer's Name: Albani, 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 ANSl/TPI 1. These designs are based upon parameters shown ( e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. r, C ENSF No 39380 it - O'.. STATE OF :4J- s ,,., OR1 i, S'O N A' E` % Thomas A. Albanl PE No.39380 Mrrek USA, Inc. FL Geri 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 15,2018 Albani, Thomas I of RE: P2091AC-T - Park Sq Hm/ 2091 Madrona A_C / Tray Site Information: Customer Info: PARK SQUARE HMS Project Name: P2091AC-T Model: MADRONA 2091 - A or C / TRAY CLG Lot/Block: 85 Subdivision: WYNDHAM PRESERVE 60 Address: 2651 MAGPIE WAY City: SANFORD State: FLORIDA I:N.= Seal# Truss Name I Date 23 IT12955027 CAA 1/15/18 24 IT12955028 CAB 1/15/18 25 IT12955029 ICAC 1/15/18 26 IT12955030 JCJ3 1/15/18 27 IT12955031 JCJ3A 1/15/18 128 IT12955032 I CJ3B 11/15/18 I 129 IT12955033 I CJ3T 11/15/18 I I30 IT12955034 I CJ5 11/15/18 I 31 IT12955035 CJ5T 1/15/18 32 IT12955036 G1 1/15/18 33 IT12955037 G2 1/15/18 34 IT12955038 G3 1/15/18 135 IT12955039 I G4 11/15/18 I 136 IT12955040 I G5 11/15/18 I 137 IT12955041 I G6 11/15/18 I 138 IT12955042 I G7 11/15/18 I 39 IT12955043 JG8 1/15/18 40 IT12955044 1,13C 1/15/18 141 IT12955045 I J7 11/15/18 I 42 IT12955046 JJ7T 1/15/18 143 IT12955047 IKA 11/15/18 I 44 IT12955048 IKJ6 1/15/18 45 IT12955049 JKJ7 1/15/18 46 IT12955050 JKJ7T 1/15/18 147 IT12955051 I V1 11/15/18 I 148 IT12955052 I V2 11/15/18 1 149 IT12955053 I V3 11/15/18 2 of Job Truss Truss Type Ory Ply=091 Madrona AC /TreyT12955005 P2091AC-T Al COMMON 5 o tional Mid -Florida Lumber, Bartow, FL. ts.13U s Bep lb'LU1 / MI I eh Industries. Inc. noon ,tan 10 ur:m:b7 2u16 rage 1 ID: W)DyiuZDwOr112xygntYl3zgvcy-ARy3OMLm7oSOSwlovexBgxFEUnbKiOMe2Yo7YzvAjy 15-2-3 22-8-0 29.9-13 37-1-11 45-0-0 4 -0 0 7.10-5 7-3-13 7-3.13 7-3-13 7-3-13 7-10-5 1-0 Scale - 1 84.1 5x5 = ann57 6 I11 18 17 16 29 15 30 14 13 12 _ 3x8 = 1 5x4 II 4x6 = 3x8 = 3x4 = 1 5x4 II 3x6 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1 25 TC 0.84 TCDL 10.0 Lumber DOL 1.25 BC 0.82 BCLL 0.0 Rep Stress Incr YES WB 0.54 BCDL 100 Code FBC20171TPI2014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 'Except' 1-4,8-11: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 'Except' 13-17 20 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1860/0-8-0, 10=1860/0-8-0 Max Horz 2=225(LC 11) Max Uplift 2=-336(LC 12), 10=336(LC 12) 4x6 = DEFL. in (loc) Udefl Ud PLATES GRIP Vert(LL) -0 25 14-15 >999 240 MT20 244/190 Vert(CT) -0.50 14-15 >999 180 Horz(CT) 0.18 10 n/a n/a Weight. 249 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 6-10-0 oc bracing. WEBS 1 Row at midpt 6-15, 7-15, 9-14, 5-15, 3-16 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3482/965, 3-5=-2799/854, 5-6=-2134/750, 6-7=-2134/750, 7-9=2799/854, 9-10=-3482/965 BOT CHORD 2-18=-746/3096, 16-18=-746/3096, 15-16=-513/2492, 14-15=-523/2416, 12-14=-751/3037, 10-12=-751/3037 WEBS 6-15=-437/1433, 7-15=938/339. 7-14=-79/550, 9-14=-709/265, 9-12=0/321, 5-15=-938/339, 5-16=-79/550, 3-16=709/265, 3-18=0/321 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=45ff. L=24f; eave=6fl; Cat. II; 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 22-6-0, Exterior(2) 22-6-0 to 25-6-0 zone;C-C for members and forces 8 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, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 61=1b) 2=336, 10=336. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Var11y daslgn parematan and READ NOTES ON TN1S AND INCLUDED M1TEK REFERENCE PAGE MI1.7473 rev. 10N3/2015 BEFORE USE. Design valid for use only with MITakm connectors This design Is based only upon parameters shown, and Is for an Individual building component, not • 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 and/or chord members only Adddtonal temporary and permanent bracing M iTe k' 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 ANSVTPII Quality Criteria, OSB-09 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street. Sude 312, Alexandria, VA 22314. Tampa, FL 38610 Job Truss Truss Type Oty Ply Park Sq HaV 2091 Madrona A C / Trey T12955006 P2091AC-T A2 HIP 2 1 Job Reference (optional Mid-Florida Lumber, Barlow, FL 8 130 s Sep 15 2017 MiTek industries. Inc. Mon Jan 15 07:34:58 ZU1t1 Page 1 ID W)DytuZDwOril2xygntYl3zgvcy-edVRestzXJwJOcVxyc9AkuU0ju5f36bVtilMg_zvAj; 0 74-5 14.2-3 21-0.0 24-0-0 30-9-13 37.7-11 45-0-0 0 7-4-5 6-9-13 8-9-13 3-0-0 0-9.13 19-13 7.4-5 -0 N Seale = 1.78.6 5x8 = 5x5 = 6 7 27 18 17 zv su 16 15 ' I 14 -13 _ 3x8 = 1 5x4 II 6x6 = 3x4 = 3x8 = 6x8 = 1 5x4 11 3x8 r 7-4-5 ,{ 12 71- 5 69213 1-0-0 { 230-9.13 37-7-11 7-4- 5 Plate Offsets ( X Y)— 16:0-6-0.0-2-81.17:0-2-8.0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20. 0 Plate Grip DOL 1.25 TC 086 Vert(LL) 0.25 16-17 999 240 MT20 244/190 TCDL 10. 0 Lumber DOL 1.25 BC 096 Vert(CT) 0.54 16-17 999 180 BCLL 00 Rep Stress Incr YES WB 0 74 Horz(CT) 0.20 11 n/a We BCDL 100 Code FBC20177TPI2014 Matrix -MS 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=1860/0-8-0, 11=1860/0-8-0 Max Horz 2=239(LC 11) Max Uplift 2=-336(LC 12). 11=336(1_C 12) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3503/1071, 3-5=-2890/961, 5-6=-2242/854, 6-7=-1923/824, 7-8=-2244/855. 8-10=- 2889/961,10-11=-3504/1071 BOT CHORD 2-18=-845/3143, 17-18=-845/3143, 16-17=-643/2572, 15-16=-390/1946, 14-15=-647/2492, 13-14=- 849/3061, 11-13=-849/3061 WEBS 3- 18=0/287, 3-17=643/258, 5-17=-79/529, 5-16=-912/366, 6-16=-231l764, 7-15=- 253/726, 8-15=-908/365, 8-14=48/526, 10-14=-644/259, 10-13=0/288 Weight: 273 lb FT = 20% Structural wood sheathing directly applied. Rigid ceiling directly applied or 2-2-0 oc bracing. 1 Row at midpt 5-16, 6-15, 8-15 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind- ASCE 7-10; Vult=140mph (3-second gust) Vesd=108mph; TCDL=4.2psf, BCDL=3.Opsf; h=15ft; B=45ft; L=45ft; eave=6ft, Cal 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterlor(2) -1-0-0 to 3-6-0, Interior(1) 3-6-0 to 21-0-0, Exterior(2) 21-0-0 to 24-0- 0. Interior(1) 30-4-6 to 46-0-0 zone;C-C for members and forces 6 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 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 100 lb uplift at joint(s) except (jt=lb) 2=336, 11=336. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Vrlry daslgn panmetan and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 — 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not • truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design, Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Adddlonal temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the fabrication, storage, delivery :faction and bracing of trusses end truss systems, see ANSUTP11 Quality Criteria, DSB49 and BC51 Building Component 6904 Parke East Blvd. Safety Information avellebifrom Truss Plate Institute, 21a N Lee Street, Suite 312. Alexandria, VA 22314. Tamps. FL 36610 it eM Job Truss ype Oty Ply m/ 2091 Madrona AC / Tray FIrUPSS T12P2091AC-T 7JbRA321 ence o tional Mid -Florida Lumber, Bartow, FL. 6.13U s sep 10 2u11 Mn all inaustnes, Inc. Mon dan to ut:34:ov zutb rage 1 I D: WjDyiuZDwOr112xygntYl3zgvcy-6p3prBublc2Aem47VKgPH51 dQIOUoeJf5M 1 vCRzvFyw 0- 8.8-5 12-10-3 18-0-0 26-0-0 32.1-13 38.3.11 45-0-0 4 -0 0 6$-5 B-1-13 6-1-13 7-0-0 6-1-13 6-1.13 B-8-5 -0 Scale = 1:78.1 5x5 — 5x8 = 6 27 28 7 Md cl. 12 o a1 11 sc 16 00 15 . vr w ao 1. 3x4 = 3x8 MT16HS = 3x8 = 3x4 = 3x8 MT18HS = 3x4 = 3x6 = 3x6 = 8.9-4 19-0-035.2-12 45-0-0 B-8-4 8-2-12 7-0-0 9.2.12 Plate Offsets (X,Y)— 16:0-2-8 0-2-41.(7:0.6-0 0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Udefl Ud PLATES GRIP TCLL 200 Plate Grip DOL 1 25 TIC 0.73 Vert(LL) -0.36 16-18 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1 25 BC 0.98 Vert(CT) -0.67 13-15 >800 180 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(CT) 0.18 11 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Weight: 248 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purllns 6-7: 20 SP No.1 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.t 'Except' WEBS 1 Row at midpt 5-16, 7-16, 8-15 14-17: 2x4 SP No.2 WEBS 2x4 SP No 3 REACTIONS. (lb/size) 11=1860/0-8-0, 2=1860/0-8-0 Max Horz 2=-192(LC 10) Max Uplift 11=-336(LC 12), 2=336(1_C 12) Max Grav 11=1864(LC 18), 2=1860(LC 1) FORCES. (lb) - Max. Comp /Max Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3527/1058, 3-5=-3285/1022, 5-6=-2437/870, 6-7=-2133/840, 7-8=-2453/870, 8-10=-3300/1022, 10-11=-3543/1058 BOT CHORD 2-18=-853/3234, 16-18=-669/2721, 15-16=-461/2170, 13-15=-677/2593, 11-13=-862/3104 WEBS 3-18=-380/211, 5-18=-108/609, 5-16=-751/314, 6-16=-184/743, 7-15=-178/821. 8-15=751/314, 8-13=-108/608, 10-13=-380/211 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=6ft; Cat. II; 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 19-0-0. Exterior(2) 19-0-0 to 30-2-15, Interior(1) 30-2-15 to 46-0-0 zone,C-C for members and forces d MWFRS for reactions shown; Lumber DOL=1 60 plate grip DOL=1 60 3) Provide adequate drainage to prevent water ponding. 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, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joini(s) except (jt=lb) 11=336, 2=336. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies AWARNING - Verify design parameters and READ NOTES ON 7MS AND INCLUDED M TEK REFERENCE PAGE M11-7473 rev 1=3/20/6 BEFORE USE. Design valid for use only with MITek® connectors This design Is based only upon parameters shown, and Is for an Indlvldual building component, not • e truss system. Before use, the budding designer must verity the oppliubfllty, of design parameters and property Incorporate this design Into the overall budding design, Bradng Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k' 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 ANSI/TPI1 Quality Criteria, DSB-89 and BCSt Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312. Alexandrle, VA 22314. Temps, FL 36610 Job Truss Truss Type Oty Ply Perk Sq Hm/ 2091 Madrona A C / Trey T12955008 P2091AC-T A4 HIP 2 1 Job Reference o llonal Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 15 07:35:01 2018 Page 1 I D: WjDy4uZDwOril2xygntYl3zgvcy-3C BaGtwrpElut3D WdljtM W6Or56HGRvxZg WOHJzvAju 8 0 5 11 6.3 17-0-0 22fi-0 28-0-0 33-5-13 38-11-11 45-0-0 4 0. 0• B-0-5 5-5-13 5-5-13 5-0-0 511 5-5-13 5-5-13 81-5 -0 5x8 = 1.5x4 II Sx8 = Scale = 1 78.7 zu 33 34 1e 18 sb 17 40 16 10 3I to 14 3x4 = 4x8 = 3x4 = 3x8 = 3x4 = 4x6 = 3x4 = 3x6 = 3x8 = I 8-9-4 I 17-0-0 I 22-0-0 I 20-0-0 38-2.12 45-0-0 8-9 4 B•2.12 5 8-0 5-0-0 8.2-12 8.9-4 Plate Offsets (X.Y)— f6:0-6-0.0-2-81.18:0-6-0.0-2-81 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL - 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 00 Rep Stress Ina YES BCDL 10.0 Code FBC2017frP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No 1 'Except' 15-19: 2x4 SP No 2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 12=1860/0-8-0, 2=1860/0-8-0 Max Horz 2=-173(LC 10) Max Uplift 12=-336(LC 12), 2=336(LC 12) CSI. DEFL. in (loc) Vdefl Ud TC 054 Vert(LL) 0.27 14-16 999 240 BC 0.90 Vert(CT) 0.54 14-16 995 180 WB 0.83 Horz(CT) 0.18 12 n/a n/a Matrix -MS PLATES GRIP MT20 244/190 Weight: 262 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-9 oc purlins BOT CHORD Rigid ceiling directly applied or 6-7-13 oc bracing. WEBS 1 Row at midpt 7-17 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3563/1085, 3-5=-3350/1054,5-6=-2615/919, 6-7=-2409/918, 7-8=-2409/918, 8-9=2615/919, 9-11=-3350/1054, 11-12=3563/1085 BOT CHORD 2-20=-883/3257, 18-20=-724/2816, 17-18=-524/2365, 16-17=-532/2289, 14-16=-732/2687, 12-14=-892/3128 WEBS 3-20=-331/186, 5-20=-94/519, 5-18=-665/291, 6-18=-1661725, 6-17=122/426, 7-17=-372/193,8-17=-122/426, 8-16=-166/725, 9-16=665/291, 9-14=94/519, 11-14=-331/186 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10. Vul1=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=6ft; Cat. II; 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 17-0-0, Exterior(2) 17-0-0 to 32-2-15, Interior(1) 32-2-15 to 46-0-0 zone;C-C for members and forces 6 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 tell 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 100 lb uplift at joint(s) except (jt=lb) 12=336, 2=336. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111I1•7473 rev. 1010312015 BEFORE USE. Design valid for use only with Mrrek® connectors. This design Is based only upon parameters shown, and Is for an IndWual building component, not • truss system Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall MR building design, Bracing Indicated Is to prevent buckling of Individual truss wab and/or chord members only. Additional temporary end permanent bracing M iTek' Is shvays required for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the fabricstion, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Crltaris, DSB-a9 and BCSI Building Component 6904 Parke East Blvd Safety Information avalleble from Truss Plate Institute, 2Is N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply rk Sq Hm/ 2091 Madrona A C / Tray T12955009 JobRef.erige(ootional) P2091AC-T A5 HIP 2 1 Mid -Florida Lumber, Bartow, FL. u.tau s bep a zut f I11Ii i eK industries. Inc. mon San ro ur.sa.ua zulo rage I ID W1DyiuZDwOnl2xygntYl3zgvcy-?bJKhZx6LrYb6NNuk91LRxBEgvnmkPWEO—?7LCzvAjs 0 7.7-8 15-0-0 22.6-0 30-0-0 37.2-12 45-0-0 4 -0 0 7.7.8 1.4.6 7.6.0 7b-0 7.2.12 7-9-4 -0 Scale = 1.78 7 6 00 12 5x8 = 1 5x4 11 SxB = 5 27 28 6 29 30 7 18 rf 16 " 15 ' y 14 " 12 3x6 = 1 5x4 II 3x4 = 3x8 = 4x6 15.4 II 3x6 4x6 = 3x4 = 7.7-8 15-0-0 22.M 30-00 I 37-2-12 45-0-0 I 7-71 7.4-8 7$•0 7-" 7-2-12 7-94 Plate Offsets (X,Y)— ]5 0-5-8 0.2-4] f7:0-5-8 0-2-41 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 100 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No 1 'Except' 5-7: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No 3 REACTIONS. (lb/size) 10=1860/0-8-0, 2=1860/0-8-0 Max Horz 2=153(LC 11) Max Uplift 10=-336(LC 12). 2=336(1_C 12) CSI. DEFL. in (loc) I/defl L/d TC 097 Vert(LL) 0.26 14-15 999 240 BC 0.96 Vert(CT) 0.52 14-15 999 180 WB 0.57 Horz(CT) 0.20 10 n/a n/a Matrix -MS PLATES GRIP MT20 244/190 Weight. 240 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 3-16, 9-14 FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3502/1093, 3-5=2796/952, 5-6=2732/1012, 6-7=-2732/1012, 7-9=2794/953, 9-10=-3492/1090 BOT CHORD 2-18=-879/3080, 16-18=-879/3080, 15-16=-602/2445, 14-15=-611/2409, 12-14=-883/3050, 10-12=-883/3050 WEBS 3-18=0/314, 3-16=744/313, 5-16=-97/563, 5-15=-172/607, 6-15=-512/259, 7-15=-173/607, 7-14=-101/568, 9-14=-739/310, 9-12=01315 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=6ft; Cat. II; Exp B; Encl.. GCpi=0.18, MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0. Interior(l) 2-0-0 to 15-0-0, Exterior(2) 15-0-0 to 34-2-15, Interior(1) 34-2-15 to 46-0-0 zone;C-C for members and forces 6 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 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 100 lb uplift at joint(s) except (jt=lb) 10=336, 2=336. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies e WARNING - Vrify design parameters and READ NOTES ON TMS AND INCLUDED M1TEK REFERENCE PAGE M247472 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek® connectors This design Is based only upon parameters shown, and Is for an Individual building component, not e truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall bullding design, BmcJng indicated Is to prevent buckling of Individual truss web and/or chord members any. Additional temporary and permanent bracing M iTek' 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, we ANSUTPII 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 38610 Job Truss Truss Type Ply Park Sq HIT/ 2091 Madrona A C / TrayOty T12955010 P2091AC-T A6A HIP 1 1 Job Reference (ootionel) Mid -Florida Lumber, Bartow. FL. 8.130 s Sep 15 2017 MiTek Industries. Inc. Mon Jan 15 07:35:04 2018 Page 1 ID:W)DyiuZOwOril2xygntYl3zgvcy-Tntiuvyk69gSkXy5ltGa 9kVwJDeTIROFelglezvAjr 1-0- 8.9.4 13-0-0 19-4-9 25-7-7 32-0-0 38.2-12 45-0-0 4" 0 6.9 4 6.2-12 8 4.9 6-2-13 6-2-12 6-9-4 Scale = 1.77 4 5x7 = 5x5 = 29 30 31 5 1.5x4 11 5x7 = 6 32 33 34 7 20 19 Id d1 17 00 16 13 11 1.5x4 II 3x6 = 3x4 = 3x8 = 15 39 143x4 = 12 3x5 = 3x5 = 1.5x4 II 3x4 = 3x6 = 8-9-0 8-2-12 8 4.9 6-2-13 0-8- 5-0-0 0-0-0 5.3 8 0-11-0 8-9-0 Plate Offsets (X Y)— f4 0-5-4 0-2-81 f5.0-2-8 0-3-41 f7:0-5-4 0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.09 16-17 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1 25 BC 0.60 Vert(CT) -0.19 16-17 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0 97 Horz(CT) 0.05 15 n/a n/a BCDL 10.0 Code FBC20177TPI2014 Matrix -MS Weight, 248 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-14 oc purlinsl BOT CHORD 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-17. 5-16 REACTIONS. All bearings 0-8-0 except Qt=length) 13=11-3-0, 15=0-3-8, 12=0-3-8. lb) - Max Horz 2=134(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 9 except 2=203(1_C 12), 13=-258(LC 12), 15=-143(LC 12) Max Grav All reactions 250 lb or less at joint(s) 12 except 2=1076(LC 21). 13=1512(LC 1). 9=320(LC 22). 15=863(LC 17) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1817/571, 3-4=-1206/447, 4-5=-754/364, 7-8=131/727, 8-9=-140/284 BOT CHORD 2-20=-421/1599, 19-20=-421/1599, 17-19=-177/1051, 16-17=-8Or762, 15-16=-611/338, 13-15=-611/338 WEBS 3-20=0/282, 3-19=646/278, 4-19=-87/468, 4-17=-397/138, 5.17=-79/545, 5-16=-1196/371, 6-16=-399/210, 7-16=-237/742, 7-13=-1162/414, 8-13=-651/298 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vesd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=6ft; Cat If: Exp B, Encl.. GCpI=O 18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interlor(1) 2-0.0 to 13-0-0. Exterior(2) 13-0-0 to 36-2-15, Interior(l) 36-2-15 to 46-0-0 zone;C-C for members and forces 3 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 tall by 2-D-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 100 lb uplift at joint(s) 9 except Ut=lb) 2=203, 13=258, 15=143. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies QWARNING - Vadfy daslgn paramann and READ NOTES ON TMS AND INCLUDED MITEN REFERENCE PAGE MI1.7473 rev. 1010312015 BEFORE USE Design valid for use only with Mrrekt connectors, This design Is based only upon parameters dawn, and Is for an Individual building component, not • was 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 buss web andfa chord members only. Additional temporary and permanent bracing M iTe k, IBMWays required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fsbricatlon, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate tnstltute, 218 N Lee Street. Suite 312. Alexandria, VA 22314 Tamps, FL 36610 a Job Truss Truss Type City Ply Park Sq Hm/ 2091 Medrona A C / Tray T12955011 P2091AC-T A6T SPECIAL 1 Job Reference o tional Mid -Florida Lumber, Bartow, FL. 6 1Ju s 5ep 10 Zu1 / MI i ex moustnes. Inc. noon ,ran in,ut:do:ua zulb rage 1 ID WlDyiuZDwOril2xygntYl3zgvcy-1iz046FzMISoJMhXHsanpWMHhdT_CJIXUIUD04zvAjq 0 8-9-4 13-0-0 18-8-9 24-3.8 32-" 3 -17 37-11.11 42.4-8 45-0-0 6-9.4 6-2-12 5-8-9 5a-13 7-SAO 0-11 5-0-3 4-0-13 Scale = 1 78 1 5x8 = 1 5x4 II 3x8 = 3x8 = 2x4 II 5x5 = 4 3334 35 5 6 7 36 37 8 9 23 22 `. 20 '19 18 17 34 —_ 15.4 II 3x4 = 3x6 = 3x8 = 5x5 = 2x4 II 1.5x4 II 1 5x4 I I 3x4 = 1.Sx4 II 13 2x4 II 4x6 — 6.9-4 8-2-12 5-8-9 5.6-13 B-8-2 0.11 4-0-12 4-0-13 2-7-8 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in loc) Udell L/d TCLL 20.0 Plate Grip DOL 1 25 TC 0.66 Vert(LL) 0.28 17 999 240 TCDL 10.0 Lumber DOL 1 25 BC 0.98 Vert(CT) 0.60 17 889 180 BCLL 00 Rep Stress Incr YES WB 0.58 Horz(CT) 0.31 12 n/a rite BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2'Except' 10-12. 2x6 SP DSS BOT CHORD 2x4 SP No.2'Except* 17-24.8-18: 2x4 SP No.3, 11-16: 2x4 SP No I WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1866/0-8-0.12=1830/0-8-0 Max Horz 2=148(LC 11) Max Uplift 2=-328(LC 12), 12=286(LC 12) PLATES GRIP MT20 244/190 Weight: 552 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-11-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 11-14. 10-0-0 oc bracing: 16-18 FORCES. (lb) -Max. Comp /Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3549/1115, 3-4=-2959/997, 4-5=-3045/1082, 5-7=-3045/1082, 7-8=3296/1107, 8-9=3306/1108, 9-10=-3747/1190, 10-11=-4574/1400, 11-12=-1065/360 BOT CHORD 2-23=-932/3109, 22-23=-932/3109, 20-22=-693/2570, 19-20=-833/3115, 15-16=-780/3009, 14-15=-1244/4272, 11-14=-1243/4279, 16-18=0/254, 8-16=-266/144, 11-13=-122/416 WEBS 3-23=0/272, 3-22=632/274, 4-22=-94/475, 10-14=-20/269, 9-16=-247/918, 9-15=-231/752, 10-15=-1226/468, 5-20=-360/192, 7-19=-444/176, 4-20=-237/832, 16-19=-784/3020, 7-16=-31/306 NOTES- 1) 2-ply truss to be connected together with 1Od (0.131"xW) nails as follows Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row 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 (F) 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) 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; h=15ft; B=45ft; L=45ft; eave=5ft, Cal. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 3-5-10, Interior(1) 3-5-10 to 13-0-0. Exterior(2) 13-0-0 to 36-5-10, Interior(1) 36-5-10 to 44-8-1 zone;C-C for members and forces d MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20 Opsf on the bottom chord In all areas where a rectangle 3-6-0 tell by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Bearing at joini(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except of=lb) 2=328. 12=286. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MlTekV connectors This design Is based only upon parameters shown, and Is for on Individual building component, not • truss system Before use, the building designer must verity the applicability of design parameters and property Inborporate this design Into the overall building design Bradng Indicated Is to prevent buckling of Individual truss web andlor chord members only Additional temporary and permanent bracing M iTek' 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 or trusses and truss systems, see ANSIrTPIt Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N. Lee &real. Suite 312, Alexandria, VA 22314. Tampa, FL 36810 Job Truss Truss Type city Ply Park Sq Hm/ 2091 Madrona A C / Tray T12955012 P2091AC-T A7A HIP 1 1 Job Reference o lio al Mid -Florida Lumber, Bartow, FL. 0 7-10-0 3-1. 11-0-0 18-0-S 0 7-10-o 12 7-8-9 5x7 = 3x4 = r— 4 28 29 30 5 8.130 s Sep 15 2017 MiTek Intlustnes, Inc. Mon Jan 15 07:35:06 2018 Page 1 ID:WjDyiuZDwOr112xygntYl3zgvcy-PA TJbz_emwAzr6T01123apoT6tExkcihiyEnyXzvAlp 26-3.1 34-M 37-1-12 45-M 4 -0 7$-13 7.8.9 3-1-12 7-10-0 -0 Scale = 1:77 5 3x6 = 1.5x4 II 5x7 = 6 7 3132 33 8 19 16 11 16 31 75 14 30 13 12 3x5 i 1.5x4 II 3x4 = 3x6 3x4 = 3xB = 3X6 = 3x4 = 1.5x4 II 3x5 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.11 19-22 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.26 19-22 >999 180 BCLL 00 Rep Stress Incr YES WB 0.68 Horz(CT) 0.04 15 n/a n/a BCDL 10.0 Code FBC2017rTP12014 Matrix -MS Weight: 238 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-12 oc purlins BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpl 4-16, 5-15. 8-15 REACTIONS. All bearings 0-8-0 except (jt=length) 15=0-3-8, 12=0-3-8 Ib) - Max Horz 2=115(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 12. 10 except 2=-186(LC 12), 15=334(LC 12) Max Grav All reactions 250 lb or less at joint(s) except 2=973(LC 21). 15=1914(LC 1). 12=557(LC 22). 10=324(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1516/493, 3-4=-1129/449. 4-5=-625/300, 5-7=90/600, 7-8=-90/600 BOT CHORD 2-19=-334/1329, 18-19=-334/1329, 16-18=-179/1020. 15-16=-59/663 WEBS 3-19=0/251, 3-18=516/248, 4-18=-147/533, 4-16=-440/156, 5-16=-44/497, 5-15=-1510/484, 7-15=-493/259, 8-15=-640/236, 9-12=-367/151 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=4511; L=24ft; eave=6ft, Cal. 11; 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 11-0-0, Exterior(2) 11-0-0 to 38-2-15, Interior(1) 38-2-15 to 46-0-0 zone;C-C for members and forces d 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 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 100 lb uplift at Joint(s) 12, 10 except Gt=lb) 2=186, 15=334. Md A n101¢ 1 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Verily design Paramofem and READ NOTES ON TN1S AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1CM312015 BEFORE USE. Design valkl for use only with Mrrekm connectors This design Is based only upon parameters shown, and Is for an Individual building component, not,• truss system. Before use. the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall bu:ding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only Additional temporary and permanent bracing M iTek• Is a)1 required for stability and to prevent collapse with possible personal Injury end property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB49 end BCSI Building Component 6904 Parke East Blvd safety Information available from Truss Plate Institute, 215 N. Lee Street. Suits 312, Alexandria. VA 22314 Tampa, FL 36610 0 Job Truss Truss Type Oty Ply Park Sq Hm/ 2091 Madrona A C / Tray T12955013 P2091AC-T A7T SPECIAL 1 ob efere ce ioptioall, Mid- Flodda Lumber, Hanow, FL. b.t au s aep to tut I MI I eK mbusmes, me Mon den to 07.35:08 zuto rage t ID WjDyiuZDwOAl2xygntYl3zgvcy-MY6DkG7EANAuD8GsXjLW87vAAwUgPeBzAGjuOPzvAjn 05- 9 11-0-0 17-4-9 Ezz 32-11-8 -0- 38-0-10 42.4$ 45-0-00 5- 9-4 5-2-12 6-4-9 6-243 9-4-2 -0 4-0.10 4-3.14 Scale - 1, 78 1 d 9 5x8 = 1. 5x4 II 5x8 = 2x4 II 5x8 = t— 4 31 32 33 5 6 34 7 35 8 21 20 19 18 17 3x4 = 1.5x4 II r 12 3x6 —_ 1 5x4 II 3x4 = 5x8 = 5x5 = 2x4 II 1.5x4 II 2x4 II 4x6 15x4 II 5-9- 4 5.2-12 6A-9 6-2-13 9A, "I 4-0-10 1. 4. 2.7-8 01=fo rlHenfe IY V1_ IA.(LA-n n-9-Al rR n-e-n n-g-m rR-n_Fi.n 0-7-Al l9 n-3-n r13-41 I1010-1-2 0-1-41 110.0-4-11 FAnel 115 (12-12 0-2-81 H9t0-4-0 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) VdeO Ud PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 066 Ven(LL) -0.31 16 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1.25 BC 0.98 Veri(CT) -0 67 16 >803 180 BCLL 0. 0 Rep Stress Iner YES WB 0.67 Horz(CT) 032 11 n/a n/a BCDL 10. 0 Code FBC2017/TPI2014 Matrix -MS Weight. 530 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. 9-11: 2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: BOT CHORD 2x4 SP No.2 'Except' 2-2-0 oc bracing: 10-13. 16-22, 10-12,7-17 2x4 SP No.3, 10-15: 2x4 SP No 1 D 10-D-0 oc bracing: 15-17 WEBS 2x4 SP No 3 REACTIONS. (lb/ size) 11=1830/0-8-0, 2=1866/0-8-0 Max Horz 2=126(LC 11) Max Uplift 11=-286(LC 12), 2=328(1_C 12) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3586/1144, 3-4=-3117/1044, 4-5=-3516/1212, 5-6=3517/1213, 6-7=-4014/1305, 7-8= 4036/1311, 8-9=-3745/1194, 9-10=-4574/1410, 10-11=-1060/362 BOT CHORD 2-21=-966/3150, 20-21=-966/3150, 19-20=-763/2728, 18-19=-1029/3695, 14-15=- 877/3288, 13.14=-1249/4273, 10-13=1248/4280, 10-12=-122/413, 15-17=0/267, 7-15=- 339/188 WEBS 3- 20=-508/233, 4-20=-79/411, 9-13=-19/261, 8-14=205/694, 9-14=-1195/449, 8-15=- 342/1181, 5-19=-405/217, 6-18=-454/193, 15-18=-954/3501, 6-15=74/434, 4-19=- 332/1134, 6-19=-318/59 NOTES- 1) 2- ply truss to be connected together with 10d (0.131"xW) nails as follows: Top Chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row 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 (F) 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) 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, h=15ft, B=45ft. L=45ft; eave=5ft; Cat. II; Exp B; Encl.. GCpi=O 18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 3-5-10, Interior(l) 3-5-10 to 11-0-0, Exterior(2) 11-0-0 to 38- 5-10, Intenor(1) 38-5-10 to 44-8-1 zone,C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL= 1.60 5) Provide adequate drainage to prevent water ponding 6) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrenl with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom Chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 8) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 01=11b) 11=286, 2=328. AWARNING- Vrfly d—Ign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rov. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors, This design Is based only upon parameters shown, and Is for an Individual building component, not truss system Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only Additional temporary and permanent bracing Is always required for slablldy and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of busses and truss systems, see ANSVTPII Ouallty Criteria, DSB-49 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandne, VA 22314 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies fF MiTek' 6904 Parke East Blvd. Tampa, FL 36810 Job Truss Truss Type Oly Ply Park Sq Hrn/ 2091 Madrona A C / Tray T12955014 P2091AC-T A8T SPECIAL 1 Job Reference (optional) Mid -Florida Lumber, Barlow, FL. O-Q 4-9-4 9 0 4-9-0 4-2-- 0-012 6 00 12 4-10.9 4.8-13 4-8-13 1 5x4 II 5x8 = 1 5x4 11 3x8 = 3x6 = 4 5 32 33 6 7 8 8.130 s Sep 15 2017 MITek Industries. Inc. Mon Jan 15 07:35:09 2019 Pagel I D. WjDyiuZDwOrll2xygntYl3zgvcy-glgbxcOsxhl Irl250slhCRL2Kgk84H7PwSRZszvAin 28-1-0 32-11 6 38-0-0 39-0-0 42-0 8 45-0-0 4-8-13 4-10 3-0.8 3 3.4 2.7-6 3x8 = 2x4 II 5x8 = 9 3435 36 10 11 12 24 23 22 21 20 34 = 3x4 = 3x8 = 3x6 = 3x8 = 1.5x4 II xo — 19 18 3x4 = 6x6 = 2x4 II Scale = 1.78.1 d 14 J 1 J R 3x6 II 15 a d 2x4 11 4x6 = 9-0-0 13-10-9 16.7.E r 23-0-3 28-1-0 32.11.8 42-0-0 1 45-0-0 I I.H 4-10-9 4 8-13 4-0-13 4-8-13 4-10-a 3-0 8 64-8 2.7-8 Plate Offsets (X,Y)—14.0-6-0,0-2-81.111:0-6-0.0-2-81 113 0-2-2 0-1-81 113 0-4-7 0-0-131 117:0-2-12,0-2-121 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) VdeO L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1 25 TC 0.66 Vert(LL) 0 31 19-20 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.99 Vert(CT) 0.63 19-20 850 180 BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(CT) 0.32 14 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD 11-14: 2x6 SP DSS BOT CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 14=1786/0-8-0, 2=1848/0-8-0 Max Horz 2=104(LC 11) Max Uplift 14=-299(LC 12), 2=334(1_C 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3531/1202, 3-4=-3242/1090, 4-5=-3773/1314, 5-6=3773/1314, 6-8=-4391/1499, 8-9=4391/1499, 9-10=-4323/1476, 10-11=4356/1485, 11-12=-4110/1361, 12-13=-5192/1726, 13-14=-10381372 BOT CHORD 2-24=-1027/3129, 23-24=-835/2850, 21-23=1279/4281, 20-21=-1279/4281, 19-20=1229/4116, 18-19=-84/311, 16-17=-1042/3571, 13-16=-1612/5062, 13-15=-126/406 WEBS 3-24=-339/218,4-24=-54/388, 11-17=-405/1234, 11-16=287/963, 12-16=-1734/660, 5-23=-308/170,8-20=-278/141, 9-19=-722/278, 4-23=429/1323, 6-23=-754/21 1. 9-20=116/431. 17-19=-1170/3889. 9-17=78/275 Weight 523 lb FT = 20 % Structural wood sheathing directly applied or 5-11-9 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 13-16 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at D-9-0 oc Webs connected as follows: 2x4 - 1 row at D-9-0 oc 2) All loads are considered equally applied t0 all plies, except if noted as front (F) 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) 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; h=15ft; 8=45ft; L=4511; eave=5ft, Cal. II; Exp B, Encl.. GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-D-0 to 3-5-10, Interior(1) 3-5-10 to 9-0-0, Exterior(2) 9-0-0 to 40-5-10, Interior(1) 40-5-10 to 44-6-1 zone;C-C for members and forces d MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at joint(s) 14 considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 14=299, 2=334. Q WARNING • Verify design pammufers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIl•7473 ray. 10N312015 BEFORE USE. Design valld for use only with MITekV 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 end property Incorporate this design Into the overall hWilling design Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the Vilest storage, delivery, erection and bracing of busses and truss systems, see ANSVTPIt Quality Criteria, DSB-&g and BCSI Building Component Safely Information available from Truss Plate Institute, 21a N Lee Street, Sulte 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 MiTek' 69D4 Parke East Blvd Tampa, FL 36610 a Job Truss Truss Type Oty Ply Park Sq Hm/ 2091 Madrona A_C / Tray T72955015 P2091AC-T A9T SPECIAL 1 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc Mon Jan 15 07 35 11 2018 Page 1 ID WjDyiuZDwOdl2xygntYl3zgvcy-m7oMM117TIYT4c_RCruDmdXcc7d4cOROsExYdkzvA)k 0 3-9-4 7-M 13-0-0 17-4-0 21-8-0 26-0-0 32-11.8 38-M 40-0-0 42-4.8 45-0-0 0 3-9-4 3-2-12 6.0-0 4-4-0 4-0-0 4-4-0 6-11-8 5-0.8 2-0-0 2.4.8 2.7.8 Scale = 1 78 6 5x8 = 6.00 12 4 1 5x4 II 3x8 = 5x5 = 4x8 = 3x4 = 3x4 II 5x8 = 32 33 5 34 35 6 36 737 38 39 8 40 41 942 43 10 44 45 11 25 46 47 24 48 23 22 49 3x6 = 3x4 = 3x8 = 3x6 = 1 5x4 I I 21 50 51 aO 53 3x10 = 1 5x4 II oo m 19 54 18 55 4x4 = 3x10 = 2x4 II 6x8 = 7"1 13-0-0 17-4-0 21.8-0 26-0-0 + 30-8-0 32r 11-8 36-0-04573-9-4 3.2-12 6-0-0 4-0-0 4.4-0 4-4-0 4-8-0 2-3-8 5-0-82-7-8 Plate Offsets (X Y)— 14:0-6-0 0-2-81.(7:0-2-8 0-3-01 f11 0-6-0.0-2-81.113:0-3-0.0-241.117:0-2-8.0-3-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) 0.14 13-16 999 240 MT20 244/190 TCDL, 100 Lumber DOL 1.25 BC 0.55 Vert(CT) 0 28 13-16 637 180 BCLL 0.0 Rep Stress Incr NO WB 0.63 Horz(CT) 0.15 14 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -MS Weight, 251 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 5-3-4 oc purlins. 11-14, 2x4 SP No 1D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. BOT CHORD 2x4 SP No.2 *Except' WEBS 1 Row at midpt 11-17, 4-24. 8-19 10-18.13-15. 2x4 SP No 3, 13-17: 2x6 SP No.2 WEBS 2x4 SP No 3 REACTIONS. All bearings 0-8-0. lb) - Max Horz 2=84(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 14 except 2=-146(LC 8), 24=-494(LC 8), 19=-697(LC 8) Max Grav All reactions 250 lb or less at joint(s) except 14=344(LC 1). 2=651(LC 1), 24=2339(LC 17). 19=3435(LC 18) FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2-3=-972/205, 3.4=768/172, 4-5=-113/671, 5-6=-113/671, 6-7=309/167, 7-8=-309/167, 8-9=-409/2350, 9-10=-310/1793, 10-11=-296/1737, 11-12=-359/194, 12-13=-487/118 BOT CHORD 2-25=-147/849, 24-25=100/678, 20-21=402/165, 19-20=-702/165, 10-17=439/166, 16-17=-205/360, 13-16=-92/452 WEBS 3-25=-283/78, 4-25=-28/688, 11-17=-2223/434, 11-16=-95/740, 5-24=-643/251, 9-19=-915/243, 17-19=-2409/537, 9-17=-166/803, 4-24=-1544/319, 6-22=0/282, 7-21=-531/215, 8-20=0/318, 8-19=-2146/442, 8-21=-215/1109, 6-24=1070/219, 12-16=-263r76 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=15f1, B=45ft, L=45f1, eave=6ft, Cat. II; Exp B; Encl.. GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed fora 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 100 lb uplift at joint(s) 14 except Qt=lb) 2=146,24=494.19=697. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING • Verify daslgn paramolara and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 raw. 10/03/2015 BEFORE USE. Design valid for use only with MITek® connectors This design Is based only upon parameters shown, and Is for an Individual building component, not • 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 Indivdual truss web and/or chord members only Additional temporary and permanent bracing M iTek• 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 ANSI/TPI/ Quality Criteria, DSB-89 and SCSI Building Component 8904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hm/ 2091 Madrona A_C / Tray T12955015 P2091AC-T A9T SPECIAL 1 1 Job Reference o lional Mld-Flodda Lumber, Bartow, FL 8 130 s Sep 15 2017 MiTek Industries, Inc Mon Jan 15 07:35:11 2018 Page 2 ID VY1DyluZDwOdl2xygntYl3zgvcy-m7oMM117TlYT4c_RCruDmdXcc7d4cOROsExYdkzvAjk NOTES- 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 189 lb down and 176 lb up at 7-0-0, 97 lb down and 88 lb up at 9-0-12. 97 lb down and 88 lb up at 11-0-12, 97 lb down and 68 lb up at 13-0-12, 97 lb down and 88 lb up at 15-0-12, 97 lb down and 88 lb up at 17-0-12, 97 lb down and 88 lb up at 19-0-12. 97 lb down and 88 lb up at 21-0-12, 97 lb down and 88 lb up at 22-6-0, 97 lb down and 88 lb up at 23-11-4, 97 lb down and 88 lb up at 25-11-4. 97 lb down and 88 lb up at 27-11-4, 97 lb down and 88 lb up at 29-11-4, 97 lb down and 88 lb up at 31-11-4, 80lb down and 75 lb up at 33-11-4, and 80 lb down and 75 lb up at 35-11-4, and 109 lb down and 120 lb up at 38-0-0 on top chord, and 327 lb down and 75 lb up at 7-0-0, 66 lb down at 9-0-12, 66 lb down at 11-0-12, 66 lb down at 13-0-12, 66 lb down at 15-0-12, 66 lb down at 17-0-12, 66 lb down at 19-0-12. 66 lb down at 21-0-12, 66 lb down at 22-6-0, 66 lb down at 23-11-4, 66 lb down at 25-11-4, 66 lb down at 27-11-4, 66 lb down at 29-11-4, 66 lb down at 31-11-4. 60lb down at 33-11-4, and 60lb down at 35-11-4, and 394 lb down and 125 lb up at 37-11-4 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 (plf) Vert: 1-4=60, 4-11=-60, 11-13=-60, 13-14=-60, 18-29=-20, 13-17=-20, 15-26=-20 Concentrated Loads (lb) Vert: 4=-142(F) 11=-80(F) 23=41(F) 25=327(F) 16=-394(F) 24=41(F) 5=-97(F) 6=-97(F) 8=97(F) 20=41(F) 32=-97(F) 33=-97(F) 35=-97(F) 36=-97(F) 37=-97(F) 38=97(F) 39=-97(F) 40=-97(F)42=97(F) 43=-97(F) 44=-80(F) 45=-80(F) 46=41(F) 47=41(F)48=41(F) 49=-41(F) 50=41(F) 51=41(F) 52=41(F) 53=41(F) 54=41(F) 55=41(F) 56=-55(F) 57=55(F) Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PA E MII-7473 rev. 1OM312015 BEFORE USE. Design valid for use only with MITek® connectors This design is based only upon parameters shown, and Is for an Individual building component, not • truss system. Before use. the building designer must verity 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 and/or chord members only. Adddlonal temporary and permanent bracing M iTek' 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 ANSI/TPI1 Ouatlty Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 2111 N Lee Street, Suite 312. Alemndda, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hm/ 2091 Madrona A C / Tray T72955016 P2091AC-T B1 MONO HIP 1 Job Reference (optional) Mid -Florida Lumber, Bartow,FL 8.130 s Sep 15 2017 MTek Industries, Inc. Mon Jan 15 07:35:12 2018 Page 1 ID:%MDyluZDwOrtl2xygntYl3zgvcy-EJMkae2lEchKimZdmYPSlr3yeXv_L WoZ5uh59AzvAjj r1-0-0 4-9-4 9.0-013.4.14 17-M i 21-11-2 26-4-0 i1- 0-0 4-9-4 4-2-12 4-4-14 — 4-3-2 4-3-2 44.14 4x8 = 3x4 = Scale = 1 46.0 1x4 II 3x4 = 3x4 = tv iL ti w 9 3x5 = 6x6 = 3x4 = 7x8 = 3x4 = 2x4 II 9- 0-0 i 13-0-14 17.M f 21-11-2 26-4-0 9- M 4-4-14 4-3.2 4-3-2 4a - LOADING ( psi) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2017n-PI2014 CSI. DEFL. in (loc) I/deft Ud TC 0.31 Vert(LL) 0.10 13-15 999 240 BC 0.83 Vert(CT) 0.21 13-15 999 180 WB 0.44 Horz(CT) 0.04 9 n/a n/a Matrix - MS LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD BOT CHORD 2x6 SP No 2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. ( lb/size) 9=1813/0-3-8, 2=2496/0-8-0 Max Horz 2=147(LC 8) Max Uplift 9=-452(LC 8), 2=-682(LC 8) FORCES. ( lb) -Max Comp /Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4954/1385, 3-4=-4637/1315, 4-5=-3774/1065, 5-6=2806/749, 6-7=2806/749, 7- 8=1590/408, 8-9=1768/460 BOTCHORD 2-13=-1325/4421, 12-13=-1217/4153, 11-12=-1065/3774, 10-11=408/1590 WEBS 3-13=-378/143, 4-13=-629/2158, 4-12=-540/384, 5-12=-334/740, 5-11 =-1 404/458, 7- 11=-495/1762, 7-10=-1551/448, 8-10=-586/2285 PLATES GRIP MT20 244/190 Weight: 351 lb FT = 20% Structural wood sheathing directly applied or 5-4-3 oc 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"x3") 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 (F) 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) 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; h=15ft; B=45ft; L=24ft; eave=4ft; Cat II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding 6) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 9= 452, 2=682. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 62 lb down and 78 Ito up at 9- 0-0 on top chord, and 659 lb down and 236 lb up at 7-0-12, and 202 lb down and 81 Ito up at 9-0-12, and 1250 Ito down and 441 lb up at 10-6-8 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 (plo Vert, 1-4=60, 4-8=-60, 2-9=-20 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED Af1TEN REFERENCE PAGE 11111-7473 rev 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown. and Is for an Individual building component, not • e truss system Before use, the building designer must verify the applicability of design parameters end property incorporate this design Into the overall building design Bracing Indicated is to prevent buckling of Indlvldual truss web and/or chord members only Additional temporary and permanent bracing M iTe k' IsalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamageForgeneralguidanceregardingthefabrication, storage• delivery, erection and bracing of trusses end truss systems. we ANSVTPIt Quality Criteria, DSBdg 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 36810 Job Truss Truss Type Oty Ply Park Sq HnV 2091 Madrona A C / Tray T12955016 P2091AC-T B1 MONO HIP 1 Job Reference (optional) Mid -Florida Lumber. Bartow, FL 8.130 s Sep 15 2017 MiTek Industries. Inc. Mon Jan 15 07 35:12 2018 Page 2 I D: W1DyiuZDwOr112xygntYl3zgvcy-EJMkoe2lEchKimZdmYPSIr3yeXv_LWoZ5uh59AzvN LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 4=-44(B)13=-202(B)19=-659(B)20=-1250(B) Q WARNING - Verity design parameters and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PA E M11.7I73 rev. 1010312015 BEFORE USE. Design valid for use only with MfTek® 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 Indicated Is to prevent buckling of IndlNdual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' is always required for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the tobricatlon, storage, delivery, erection end bracing of trusses and truss systems, see ANSVTPII Quality Criteria, OS849 and SCSI Building Component 690/ Parke East Blvd. Safety Informatlon availabie from Truss Plate Institute, 218 N Lee Street, Sulta 312. Alexandria. VA 22314. Tamps, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hm/ 2091 Madrona A C / Tray T12955017 P2091AC-T B2 MONO HIP 1 1 Job Reference tootionall Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Mon Jan 15 07:35:13 2018 Page 1 ID:1N)DyiuZDwOrll2xygntYl3zgvcy-iWv6n 3N7wpBJwBpKGwh2c7fxG147eiKY0eidzv/yl 10 0 7-M 9-M r 1r -0-0 i 7-"-2-0.0-- 4x8 = 1.5x4 II Scale = 1:24 5 1x4 II 3x4 = 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(L-) -0.08 6-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.18 6-9 >591 180 BCLL 0.0 Rep Stress Incr NO WB 0.27 Horz(CT) 001 5 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -MS Weight: 45 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-4 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=508/0-8-0.5=719/Mechanical Max Horz 2=119(LC 8) Max Uplift 2=-108(LC 8), 5=-201(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-502f76 BOT CHORD 2-6=1001365. 5-6=102/388 WEBS 3-6=-63/605, 3-5=-838/221 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; 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 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 61=1b) 2=108, 5=201. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 185 lb down and 201 lb up at 7-0-0 on lop chord, and 321 lb down and 95 lb up at 7-0-0 on bottom chord The design/selection of such connection device(s) is the responsibility of others. 9) 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=l 25. Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert. 6=-321(F) 3=-138(F) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Verity daslgn pammef r and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE Mll-7473 ray. IOM312015 BEFORE USE. Design valid for use only with Mrrek49 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 applkablllty of design parameters end properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members ony Additional temporary and permanent bracing M iTe k• 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 ANSVTPI1 Quality Criteria, DSB-59 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N Lee Street. Suite 312. Alexandria, VA 22314 Tamps, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hm/ 2091 Madrona A_C / Tray T12955018 P2091AC-T B3 MONO TRUSS 1 1 Job Reference (optional Mid-Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 15 07.35 14 2018 Page 1 I D: W)DyiuZDwOAl2xygntYl3zgvcy-AfrU_K47IDx2x3jOuzRwNG8DTLcYpUAsYCACE3zvAjh 1-0-0 4-7-8 9-0-0 11-000 i 4-7.8 i 4-4-8 4x4 i 9-0-0 i 9-0-0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1 25 TC 0.61 TCDL 100 Lumber DOL 1.25 BC 0.69 BCLL 0.0 Rep Stress Incr YES WB 0.19 BCDL 100 Code FBC2017/rP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=95/Mechanical, 2=413/0-8-0, 5=258/Mechanical Max Horz 2=144(LC 12) Max Uplift 4=-48(LC 12), 2=-64(LC 12), 5= 42(LC 12) FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-398/94 BOT CHORD 2-5=252/348 WEBS 3-5=-394/286 Scale = 1.27.3 3x4 = DEFL. in (loc) I/defl Ud PLATES GRIP Ven(LL) -0.18 5-8 >591 240 MT20 244/190 Vert(CT) -0 36 5-8 >288 180 Horz(CT) 0.00 5 n/a n/a Weight. 37 lb FT = 20% 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. NOTES- 1) Wind. ASCE 7-10: Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15f1; 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 8-10-4 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 nonconcurreni 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 joint(s) 4, 2, 5. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies AWARNING • Verify d-1gn parameters and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE 11,111.7477 rev. 100312015 BEFORE USE. Design valid for use only with MITek® connectors This design Is based only upon parameters drown, end 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 building design Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only Additional temporary and permanent bracing M iTek" 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 ANSUTPII Quality Criteria, DSB-E9 and BCSI Building Component 6904 Parke East Blvd safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Nexandrla, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hm/ 2091 Madrona A C / Tray T12955019 P2091AC-T B4 MONO TRUSS 1 Job Reference a tional Mid-Flonda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc Mon Jan 15 07:35:14 2018 Page 1 ID W)DyiuZDwOrll2xygntYl3zgvcy-AiTU_K471Dx2x310uzRwNGBLPLgepTTsYCACE3zvAlh 4.11.4 9-0-0 1-0-0 4.11.4 4-0-12 1.5x4 II 3x4 = 2x4 II 5 4x4 = Scale = 1.28 5 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1 25 TC 0.10 Vert(LL) -0.02 5-6 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1 25 BC 0.43 Vert(CT) -0.03 5-6 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.23 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MS Weight: 107 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x6 SP No 2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=860/0-8-0.5=1270/Mechanical Max Horz 2=144(LC 8) Max Uplift 2=-212(LC 8), 5=-390(LC 8) FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1538/371 BOT CHORD 2-6=-410/1333, 5-6=-410/1333 WEBS 3-6=-338/1215, 3-5--1567/482 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") 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 D-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 (F) 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=24ft; eave=4ft; Cat. II, Exp B; Encl , GCpi=0.18; MWFRS (directional), Lumber DOL=1.60 plate grip DOL=1.60 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 girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=212, 5=390. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 695 lb down and 248 lb up at 5-0-12, and 666 lb down and 230 lb up at 7-0-12 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 (plf) Vert: 2-5=20,1-4=-60 Printed copies of this document are Concentrated Loads (lb) not considered signed and sealed and Ven: 6=-695(B) 9=-666(8) the signature must be verified on any electronic copies AWARNING - VrW design paramarora and READ NOTES ON TrdS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rov. 10103/2015 BEFORE USE. ' Design valid for use only with MiTek® connectors This design Is based only upon parameters shown, and Is for an individual building component, not 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 Indicated is to prevent buckling of Individual truss web and/or chord members only Additional temporary and permanent bracing MiTek• Is akeys required for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the fabrication, storage, delivery. erection end bracing of trusses and truss systems, see ANSUTPl1 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, Maxandds, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hm/ 2091 Madrona A_C / Tray T12955020 P2091AC-T B4A SPECIAL 1 1 Job Reference (oolionall Mid -Florida Lumber, Bartow, FL. 8 130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 15 07:35:15 2018 Page 1 I D. WlDyluZDwOril2xygntYl3zgvcy-eu 1 sCg4d WX3uZDIC Rhz9wThSok3KYzK7nsvlmVzvAig 1-0-0 1-0-0 5-M 1-000 1-0-0 4-0-0 Scale = 1:31.5 1.5x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1 25 TC 0.38 Vert(LL) -0.03 6 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1.25 BC 0.21 Vert(CT) -0.05 5-6 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0 07 5 rue n/a BCDL 10.0 Code FBC2017rrPI2014 Matrix -MR Weight: 23 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, BOT CHORD 2x4 SP No.2 *Except' except end verticals. 3-6: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 8=742/0-8-0, 4=131/Mechanical, 5=49/Mechanical Max Horz 8=90(LC 8) Max Uplift 8=-196(LC 8), 4=-62(LC 8) Max Grav 8=742(LC 1). 4=132(LC 13), 5=80(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; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft, Cat. II; Exp B; Encl.. 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tell by 2-D-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 joint(s) 4 except (jt=lb) 8=196. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 477 lb down and 171 lb up at 0-1-12 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 (plf) Vert: 1-2=60, 2-4=-60, 7-8=-20, 5-6=-20 Concentrated Loads (lb) Vert: 8=477 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Venily design panm I and READ NOTES ON TMS AND INCLUDED M/TEK REFERENCE PAGE M11-7473 rev. I dV3120/5 BEFORE USE. Design valid for use only with MiTek® connectors This design Is based only upon parameters shown, and is for an Individual building component, not • a Imss 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 and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPlt Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd safety Informatlon available from Truss Plate Institute, 21e N Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36810 Job Truss Truss Type Oty Ply Park Sci HnV 2091 Madrena A C / Tray T12955021 P2091AC-T B5 COMMON 1 1 Job Reference (opt al Mid-Flonda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 15 07:35:16 2018 Page 1 I D: WjDyiuZDwOdl2xygntYl3zgvcy-75bEP95FHrB1ANt09000ThEc9809HMr90WIJlyzvAjf r1-0-0, 5-3-12 10-4-0 15-8-0 i1-0-0 5-3-12 5-0-4 5.4.0 4x4 = 1.5x4 II 3x4 = 3xS = 1.5x4 II LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 100 Code FBC2017/TPI2014 CSI. DEFL. in loc) Well L/d TC 041 Vert(LL) 0 02 9-10 999 240 BC 030 Vert(CT) 0 05 9-10 999 180 WB 0.30 Horz(CT) 0.00 7 n/a n/a Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 10=753/0-3-8, 7=715/Mechanical Max Horz 10=244(LC 7) Max Uplift 10=-175(LC 8), 7=-156(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-591/172, 34=403/165, 4-5=-399/164, 2-10=-704/189, 5-7=-668/174 BOT CHORD 8-9=-165/470 WEBS 3-8=-287/121, 2-9=56/510, 5-8=-70/406 Scale = 1:50 3 PLATES GRIP MT20 244/190 Weight: 114 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 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=15ft; B=45f ; L=24ft; eave=4tt, Cat. II; Exp B. Encl , GCpi=O 18, MWFRS (directional); end vertical left and right exposed; Lumber DOL=1 60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl 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) Refer to girder(s) for truss to truss connections 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 10=175, 7=156. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 112 lb down and 107 lb up at 4-11-4 on top chord, and 41 lb down at 4-11-4 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 (plf) Vert 1-2=60, 2-4=-60, 4-5=-60, 5-6=-60, 7-10=-20 Concentrated Loads (lb) Vert. 11=72(F) 12=-29(F) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies e WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE MII-7472 rev 1OX312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not • a truss system. Bafora 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 buss web and/or chord members only. Addillonal temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-ag and BCSI Building Component 6904 Parke East Bind Safety Information available from Truss Plate Institute, 218 N Lee Street, Suns 312, Aleurdirta, VA 22314 Tamps. FL 36610 Job Truss Truss Type city Ply Park Sq HaV 2091 Madrona A C / Trey T12955022 P2091AC-T B6 COMMON 1 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 15 07:35 17 2018 Page 1 ID:W1DyiuZDwOril2xygntYl3zgvcy-bH9ddL6u28JcoXSbZ67d7umnkYk?OpytEAOsrOzvAle r 5-3-12 10.4-0 i 15-M 18.8-Q 5-3-12 5-0-4 5-4-0 1-0-0 4x4 = 3x4 1 5x4 II 3x4 = 3x8 = 1.5x4 II Scale = 1 50 3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.02 6-7 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.26 Vert(CT) 0.04 6-7 999 180 BCLL 00 Rep Stress Incr YES WB 025 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight 112 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 9=612/0-3-8, 6=686/Mechanical Max Horz 9=214(LC 11) Max Uplift 9=-113(LC 12), 6=-132(LC 12) FORCES. (Ib) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 1-2=-525/218, 2-3=382/252. 3-4=-378/232, 1-9=-565/251, 4-6=639/343 BOT CHORD 7-6=-261/455 WEBS 1-8=-133/451.4-7=140/388 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 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=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp B; Encl , GCpi=O 18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 10-4-0. Exterior(2) 10-4-0 to 13-4-0 zone; end vertical 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 9=113. 6=132. 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 MII-7473 rev. IOM312015 BEFORE USE. ' Design volld for use onlywith MITek® 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 deslgn Bracing indicated is to prevent buckling of Individual truss web and/or chord members only Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the fabrleetlon, store ge, delivery, erection end bracing of trusses and truss systems, see ANSI TPII Quality Criteria, OSB49 and BCSI Building Component 69D4 Parke East Blvd Safety Information available from Truss Plate Institute, 215 N. Lee Street, Suite 312. Alexandria. VA 22314 Temps, FL 36610 Job Truss Truss Type Oly Ply Park Sq Hatt 2091 Madrona A C / Tray T12955023 P2091AC-T B7 COMMON 2 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc Mon Jan 15 07:35 18 2018 Page 1 I D: WJDyiuZDwOr112xygntYl3zgvcy-3Tj7gh7 WpSRTOh 1 n7pWsY6JvOyxOIGBSTp8PNgzvAjd 1-0-0 5-3.8 10-7-0 11-7-0 1.0-0 5-3-8 5-3-8 4x4 = 3 Scale = 1.38.1 3x4 II B U8 = 7 3x4 II 1-11-8 11r1L8 5-3A 8-7.8 10-7-0 1T13-0-0 3-0-0 Plate Offsets (X,Y)— f2:0.2-15 0-2-01 (4:0-2-15 0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.08 8-9 >930 240 MT20 244/190 TCDL 100 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.11 8 >654 180 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(CT) -0.00 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matnx-MS Weight: 73 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-6-8 oc bracing. REACTIONS. (lb/size) 9=480/0-8-0, 7=480/0-8-0 Max Horz 9=173(LC 11) Max Uplift 9=-215(LC 12). 7=-175(LC 9) Max Grav 9=487(LC 21), 7=487(LC 22) FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (Ib) or less except when shown. WEBS 3-8=-352/246 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=4ff; Cat. II; Exp B; Part. Encl., GCpi=0.55; MWFRS (directional) and C-C Exterlor(2)-0-11-8 to 2-0-8, Interlor(1) 2-0-8 to 5-4-0, Exterior(2) 5-4-0 to 8-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed,C-C for members and forces 8 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 joint(s) except (jt=lb) 9=215, 7=175. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Verify design paramet— and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE MII.7477 rev. 10/0312015 BEFORE USE. Design valid for use only with MiTekO 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 Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek• 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 ANSVTPII Quality Crlterlo, DSB49 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312. Alaxandrla, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Perk Sq Hm/ 2091 Madrona A C / Tray T12955024 P2091AC-T B8 HIP 1 1 Job Referent: o Clonal Mid -Florida Lumber, Bartow. FL. 8 130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 15 07:35.19 2018 Page 1 ID WlDytuZDwOdl2xygnlYl3zgvcy-XgHN2188amZKlrbzgX154Js8TMTTUInbTtzvGzvAjc 11.7.0 1-o-o - o-o 44- 11-e - 8 ID-3-8 1 70 t. 11•11 a-e-o 4.8.0 0-3. 1-0-0 4x4 = 4x4 = 3 4 1. 5x4 11 3x4 = 1 5x4 II LOADING ( pso SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1 25 TCDL 10.0 Lumber DOL 1 25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014 3x4 = CSI. DEFL. in loc) I/de0 Ud TC 0.28 Vert(LL) 0.00 10 999 240 BC 0.07 Vert(CT) 0.01 10 999 180 WB 0.10 Horz(CT) 0.00 7 n/a n/a Matrix - MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. All bearings 2-8-0 except pt=length) 11=0-3-8, 8=0-3-8 lb) - Max Horz 12=170(LC 11) Max Uplift All uplift 100 lb or less at joint(s) except 12=-116(LC 12), 7=116(LC 12) Max Grev All reactions 250 lb or less at joint(s) 11, 8 except 12=417(LC 1), 7=418(LC 1) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-12=-398/325, 5-7=-398/325 n N16Scale = 1:37 2 PLATES GRIP MT20 244/190 Weight: 80 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 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=15ft; B=450; L=24ft; eave=4ft; Cal. II, Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -0-11-8 to 2-0-8, Interior(1) 2-0-8 to 5-0-0. Exterior(2) 5-0-0 to 5- 8-0. Interlor(1) 9-10-15 to 11-7-8 zone; end vertical left and right exposed;C-C for members and forces 6 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 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 116 lb uplift at joint 12 and 116 lb uplift at joint 7. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING • Vertry design perameten and READ NOTES ON IMS AND INCLUDED M1TEK REFERENCE PAGE Mll•7473 — IOM312015 BEFORE USE. ' Design valid for use only with MITek® 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 applicablllly of design parameters and property Incorporate this design Into the overall building design, Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• IsalwaysrequiredforatablldyandtopreventcollapsewithpossiblepersonalinjuryandpropertydamageForgeneralguidanceregardingtherabrlcalion, storage, delivery, erecilon and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, OSB-0g and SCSI Building Component 6904 Parke East Bird Safety Information evalleble from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 38610 Job Truss Truss Type Oty Ply Park Sq Hm/ 2091 Madrona A C /Tray T12955025 P2091AC-T B9 HIP 1 1 Job Reference (optional) Mid -Florida Lumber, Banow, FL. 8 130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 15 07 35 20 2018 Page 1 ID WjDyiuZDwOdl2xygn1Y13zgvcy-7sglFN8mL3hBf A9EEYKdXOINImLDB3kx7dWSjzvAjb 1-0-0 2-11-8 7-7-8 10-7-0 11-7-0 1-M 2-11 4-8-0 2-11-8 1-0-0 4x8 = 4x4 = 6 00 12 3 11 12 13 14 2x6 011 30 = U8 = 724 11 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip COL 1.25 TC 0.33 TCDL 10.0 Lumber DOL 1.25 BC 0.22 BCLL 00 Rep Stress Incr NO WB 0 16 BCDL 100 Code FBC2017frP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SIP No 2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SIP No.3 REACTIONS. lb/size) 10=526/0-8-0, 7=526/D-8-0 Max Horz 10=-151(LC 6) Max Uplift 10=-494(LC 8), 7=-494(LC 8) Max Grav 10=526(LC 17), 7=526(LC 18) FORCES. (lb) - Max. Comp./Max Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-276/388, 3-4=210/368, 4-5=-275/388, 2-10=-506/529, 5-7=-505/529 BOT CHORD 8-9=-304/210 WEBS 2-9=407/329, 5-8=407/328 DEFL. in (loc) Vdefl Ud PLATES GRIP Vert(LL) 005 8-9 >999 240 MT20 244/190 Vert(CT) 0.04 8-9 >999 180 Horz(CT) -0.00 7 n/a n/a Scale = 1:31.1 Weight: 81 lb FT = 20 % BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu11=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II, Exp B, Part. Encl. GCpi=0.55, MWFRS (directional); end vertical left and right exposed; 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 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 494 lb uplift at joint 10 and 494 Ib uplift at joint 7. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 61 lb down and 115 lb up at 3-0-0. 5 lb down and 41 lb up at 5-0-12, and 5 lb down and 41 lb up at 5-7-4, and 61 lb down and 115 lb up at 7-8-0 on top chord, and 39 lb down and 216 lb up at 3-0-0, 15 lb down and 93 lb up at 5-0-12, and 15 lb down and 93 lb up at 5-7-4. and 39 lb down and 216 lb up at 7-7-4 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=l 25. Plate Increase=1.25 Uniform Loads (plf) Vert. 1-2=60, 2-3=-60, 3-4=-60, 4-5=-60, 5-6=-60, 7-10=-20 Concentrated Loads (lb) Vert: 3=-14(F) 4=14(F) 9=-18(F) 8=-18(F) 12=-5(F) 13=-5(F) 15=-8(F) 16=-8(F) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Vsrlry dwlgn paramafors and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 nv. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and Is for on 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 building design Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary end permanent bracing M iTe k" Is always required for slabllay 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 ANSVTPII Quality Criteria, DSB-89 and SCSI Building Component 69D4 Parke East Bird Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suds 312. Nexandria. VA 22314 Tampa. FL 36610 Job Truss Truss Type Oty Ply Park Sq HaV 2091 Madrona A C / Tray T12955026 P2091AC-T CJ1 JACK 10 1 Job Reference (optional) Mid-Flodda Lumber, Bartow, FL 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 15 07:35:20 2018 Page 1 ID:WjDyiuZDwOdl2xygntYl3zgvcy-7sglFNBmL3hBf A9EEYKdXOMUIpbDDZkx7dWSjzvAjb 1-0-0 ( 1-0-0 1-0-0 I -M Scale a 1:7.0 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udefl Ud PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TIC 0.07 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1.25 BC 0.01 Vert(CT) 000 5 >999 160 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MP Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=9/Mechanical, 2=130fO-8-0. 4=-1/Mechanical Max Horz 2=35(LC 12) Max Uplift 3=-3(LC 9), 2=-59(LC 12). 4=-1(LC 1) Max Grav 3=10(LC 17), 2=130(LC 1), 4=11(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; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft, Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 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 nonconcurrenl 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 3 lb uplift at joint 3, 59 lb uplift at joint 2 and 1 lb uplift at joint 4. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Verify design paramefsm and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7477 rev. 10/0312015 BEFORE USE. ' Design valid for use only with Mrrek® connectors, This design is based onty upon parameters shown, and Is for an Individual building component, nol a truss system. Before use, the building designer must verity 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 and/or chord members only Additional temporary and permanent bracing MiTek" Is alxeys 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 ANSVTPII Ouallty Criteria, DSB-aa and SCSI Building Component 6904 Perko East Blvd Safety Informatlon evallable from Truss Plate Institute, 218 N Lee Street. Suite 312. Nexandrla, VA 22314 Tampa, FL 36610 Job Truss Truss Type city Ply Sq HnV 2091 Madrons A C / Tray JPark T 12B55027 P2091AGT CJ1A JACK 1I 1 Job Reference (optional) Mid -Florida Lumber. Boriow, FL. E 130 a Oct 26 2017 MTek Industries. Inc. Mon Jan 15 09.55.37 201E Page 1 I D: W)DyiuZDwOr112xygntYl3zgvcy-AUYOEiRDw9moNJw_ahq RCLPYmWs3Lo3mb3_v00zv9YK 1-0-0 00-11-8 . 8 .11 1-0-0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 014 TCDL 10.0 Lumber DOL 1 25 BC 0.04 BCLL 00 Rep Stress Incr YES WB 0.00 BCDL 10.0 Cade FBC2017/TPI2014 Matrix -MR LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No 2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 5=150/0-7-8. 3=-17/Mechanical, 4=-1/Mechanical Max Horz 5=57(LC 12) Max Uplift 5=25(LC 8), 3=17(LC 1), 4=-21(LC 12) Max Grav 5=150(LC 1), 3=6(LC 8), 4=17(LC 10) FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. Scale- 1 11.3 5 1.5x4 II DEFL. in (loc) Vdefl Ud PLATES GRIP Vert(LL) -0.00 5 >999 240 MT20 244/190 Vert(CT) -0 00 5 >999 180 Horz(CT) -0.00 3 n/a n/a Weight. 6 lb FT = 20% BRACING - TOP CHORD Sheathed or 1-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide 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. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; end vertical left exposed,C-C for members and forces d 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 nonconcurrenl 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 tell 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 25 lb uplift at joint 5, 17 lb uplift at joint 3 and 21 lb uplift at joint 4. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies AWARNING - Varlry cf—ign panmafors and READ NOTES ON THIS AND INCLUDED aOTEK REFERENCE PAGE MI1.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITakm connectors This design Is based only upon parameters shown, and Is for an Individual building component, not • truss system, Before use, the building designer must verify the oppllubllity, of design parameters and property Incorporate this design into the overall building design Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only Addnlonal temporary end permanent bracing MiTek• Is always requiredforatabnrtyandtopreventcollapsewithpossiblepersonalInjuryandpropertydamageForgeneralguidanceregardingthefabrication, storage, dellvery, erection and bracing of trusses and truss systems, see ANSUrPl1 Quality Criterto, DSB49 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plata Institute, 218 N Lee Street, Suite 312. Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Perk Sq Hm/ 2091 Msdrona A_C / Tray T12B5502E P2091AC-T CJ18 JACK 1 1 Job Reference OI Mid -Florida Lumber. Bartow, FL. E.130 a Oct 2E 2017 Mrrek Industries, Inc Mon Jan 15 09 57 02 201E Page 1 ID:W)DyiuZDwOdl2xygntYl3zgvcy-AgB84nTYvGTk3NwJ31 sN8GOyOnoCmF6G8n3uVbzvgX7 1-0-0 0-11-8 1-0-0 Hill 600 12 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 TCDL 10.0 Lumber DOL 1.25 BC 0.28 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017lrP12014 Matrix -MR LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 5=150/0-3-8, 3=-22/Mechanical, 4=3/Mechanical Max Horz 5=103(LC 12) Max Uplift 5=-96(LC 10), 3=-87(LC 12), 4=142(LC 12) Max Grav 5=179(LC 12), 3=55(LC 10), 4=108(LC 10) FORCES. (lb) - Max Comp /Max Ten - All forces 250 (lb) or less except when shown. 5 3x4 = Scale = 1.21.7 DEFL. in floc) Vdefl L/d PLATES GRIP Vert(LL) -0.00 5 >999 240 MT20 244/190 Vert(CT) -0.00 5 >999 180 Horz(CT) -0.06 3 n/a n/a Weight: 9 lb FT = 20% BRACING - TOP CHORD Sheathed or 1-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 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. II; Exp B; Encl., GCpl=O 18; MWFRS (directional) and C-C Extenor(2) zone; end vertical left exposed;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 96 lb uplift at joint 5, 87 lb uplift at joint 3 and 142 lb uplift at joint 4. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING • Verify daalgn jorms—rars and READ NOTES ON THIS AND INCLUDED MI rEK REFERENCE PA E M/I.7477 ray. 1WD7720f a BEFORE USE. Design valid for use only with MITek® 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 and/or chord members only Additional temporary and permanent bracing MITek' Is akvays required for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the fabrication, atanga, deihrory, erection and bracing of trusses and truss systems, sea ANSI/TPI1 Quality Criteria, DS849 and SCSI Building Component 6904 Parke East Blvd. Safety : on, available from Truss Plata Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 38610 Job Truss Truss Type Qty Ply Park Sq Hm/ 2091 Madrona A C /Tray T12955029 P2091AC-T CJ1C JACK 4 1 Job Reference (optional) Mid-Flofida Lumber, Bartow, FL 8.130 s Sep 15 2017 MiTek Industries, Inc Mon Jan 15 07:35.23 2018 Page 1 ID WjDyiuZDwOr112xygntYl3zgvcy-PRWutPBee 3mWSvkvM61F901AzkAQaJBd5rA22zvAjY 1-0-0 0-11-8 1-0-0 0-11-8 600 12 5 4 5x6 MT20HS 11 Scale a 1:24.4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In loc) Udell Ud PLATES GRIP TCLL 200 Plate Grip DOL 1 25 TC 0.61 Vert(LL) -0 00 4-5 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.00 4-5 >999 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.12 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MR Weight: 10 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins, BOT CHORD 2x4 SP No 2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=150/0-7-8. 3=-21/Mechanical, 4=3/Mechanical Max Horz 5=157(LC 12) Max Uplift 5=-247(LC 10), 3=-156(LC 12), 4=247(LC 12) Max Grav 5=344(LC 12). 3=117(LC 10). 4=206(LC 10) FORCES. (lb) - Max Comp /Max Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind, ASCE 7-10; Vul1=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3 Opsf h=15ft; B=45ft, L=24ft; eave=4ft, Cat. II; Exp B; Part. Encl., GCpi=0.55, MWFRS (directional) and C-C Exterior(2) zone, end vertical left exposed;C-C for members and forces 3 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 247 lb uplift at joint 5, 156 lb uplift at joint 3 and 247 lb uplift at joint 4 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7477 fev. 1010312015 BEFORE USE. Design valid for use only with MITekS connectors This design Is based only upon parameters shown, and Is for an Individual building component, not • buss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall buil0ing design Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Adddlonal temporary and permanent bracing M iTe k' 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, we ANSIrTPI1 Quality Criteria, DSB-89 and BCSI Building Component 68D4 Parke East Blvd Safety Information avallabte from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314. Tempe, FL 36610 Job Truss Truss Type city Ply Park Sq Hm/ 2091 Madrona A_C / Tray T12955030 P2091AC-T CJ3 JACK 8 1 job Reference o tional Mid-Floride Lumber, Bartow.FL 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 15 07:35:23 2018 Page 1 ID.%MDyiuZDwOdl2xygntYl3zgvcy-PRWu1PBee_3mWSvkvM61 F9OtRzglQaJBd5rA22zvAjY 3-M 1-0-0 3-M Scale. 1"=1' 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TIC 0.09 TCDL 10.0 Lumber DOL 1.25 BC 007 BCLL 0.0 Rep Stress Incr YES WB 0 00 BCDL 10.0 Code FBC2017/TPI2014 Matnx-MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=69/Mechanical, 2=186/0-8-0. 4=35/Mechanical Max Horz 2=61(LC 12) Max Uplift 3=-25(LC 12), 2=-50(LC 12) Max Grav 3=69(LC 1), 2=186(LC 1), 4=52(LC 3) FORCES. (lb) - Max. Comp /Max. Ten - All forces 250 (lb) or less except when shown. DEFL. in (loc) Vdefl Ud PLATES GRIP Ven(LL) -0.00 4-7 >999 240 MT20 244/190 Vert(CT) -0.01 4-7 >999 180 Horz(CT) -0.00 3 n/a n/a Weight: 11 lb FT = 20% BRACING. TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins BOT CHORD Rigid telling directly applied or 10-0-0 oc bracing. 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. ll; Exp B, Encl., GCpl=O 18: MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 2-10-4 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 25 lb uplift at joint 3 and 50 lb uplift at joint 2. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies AWARNING- Verfry design panmet and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rov. IOM31201 a BEFORE USE. Design valid for use only with MITek® connectors This design Is based only upon parameters shown, and Is for on Individual building component, not • a trust system Before use. the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall buiiding design, Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek, Is always required for stability and to prevent collapse with possible personal Injury and pmpeity damage For general guidance regarding the febrlcation, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPIl Ounlity Criteria, DSB-aa and BCSI Building Component 69D4 Parke East Blvd. Safety Information available from Truss Plate Institute, 210 N Lee Street. Suite 312. Alexandria, VA 22314. Tampa. FL 36610 Job Truss Truss Type City Ply Perk Sq HGV 2091 Madrona A C /Tray T12955031 P2091AC-T CJ3A SPECIAL 1 1 Job Reference (optional) Mid -Florida Lumber, Banow, FL. 6.1 JU s Sep lb 2U1 / Mil ex Industries, Inc. Mon Jan 10 U/:JJ:L4 LU11:11 Page 1 ID:VADyiuZDwOril2xygn1Y13zgvcy-ud4G51BHPl Bd8cUxT4dGnNZ 18MAo91 ZKrlbkbUzvAjX 1 3-0-0 1-0-0 1-0-0 2-0-0 Scale = 1 26 7 F nn 6 1 5x4 11 i 1-0-0 3-0-0 1.r1.n 2J111 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 015 Vert(LL) 001 7 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1.25 BC 0.12 Vert(CT) -0.01 6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0 01 4 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MR Weight: 17 lb FT = 20% 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 'Except' except end verticals. 3-6. 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 8=192/0-8-0, 4=71/Mechanical, 5=23/Mechanical Max Horz 8=62(LC 12) Max Uplift 8=-37(LC 12), 4=-38(LC 12) Max Grav 8=192(LC 1), 4=74(LC 17), 5=40(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; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II, 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 2-10-4 zone;C-C for members and forces 6 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 37 lb uplift at joint 8 and 38 lb uplift at joint 4 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING . Vrlfy dulgn parame,fers e,nd READ NOTES ON TMS AND INCLUDED MI rEN REFERENCE PAGE M11-7473 rov. 10W2015 BEFORE USE. Design valid for use only with MITek® connectors This design Is based only upon parameters shown, and Is for an Individual building component, not• truss system. Selma use, the building designer must verify, the applicability of design parameters and properly Incorporate, this design Into the overall bullding design, Bracing Indicated Is to prevent buckling of Individual truss web end/or chord members only. Additional temporary and permanent bracing M iTek• Is always required for stebiirly and to prevent collapse whh possible personal Injury and property damage, For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DSB-09 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312. Alexandria, VA 22314. Tamps, FL 36610 Job Truss Truss Type Dty Ply Park Sq Hrn/ 2091 Madrons A C / Tray T12955032 P2091AC-T CJ3B JACK 1 1 ob o ro a Mid-Flonds Lumber. Bartow, FL 6 130 a Oct 26 2017 MTek Industries, Inc. Mon Jan 15 09.57:45 2016 Pape 1 ID.WjDyiuZDwOrll2xygntYl3zgvcy-06HP5U_WnUudUa4Z7SOKi0 6XKKgNclz_gWbzv9WK 1-0-0 2-11-8 dr -0-0 i 2-11.8 Ann 1.5x4 II LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) 0.00 5-6 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(CT) 0 01 5-6 999 180 BCLL 00 Rep Stress Incr YES WB 009 Horz(CT) 0.01 3 n/a We BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 6=191/0-3-8, 3=65/Mechanical, 4=28/Mechanical Max Horz 6=129(LC 12) Max Uplift 6=-10(LC 8). 3=24(LC 12), 4=-95(LC 12) Max Grav 6=191(LC 1). 3=65(LC 1). 4=84(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-163/298 Scale = 1 26 6 PLATES GRIP MT20 2441190 Weight: 21 lb FT = 20% BRACING - TOP CHORD Sheathed or 3-0-0 oc purlins, except end verticals. BOT CHORD Rigid telling directly applied or 10-0-0 oc bracing. M7ek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind ASCE 7-10. Vult=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf, BCDL=3.Opsf; h=15ft; B=45111; L=24ft; eave=4ft; Cat II, Exp B. Encl.. GCpi=O 18, MWFRS (directional) and C-C Exterior(2)-0-11-8 to 2-0-8, Interior(1) 2-0-8 to 2-1G-4 zone; end vertical left exposed;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 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 10 lb uplift at joint 6, 24 lb uplift at joint 3 and 95 lb uplift at joint 4. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Verify design penmsfers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1OV312015 BEFORE USE. Design valid for use only with Mrrak® 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 Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' 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 end truss systems, see ANSVTPII Quality Criteria. OSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plata Institule. 218 N. Lee Street, Suite 312. Alemndda, VA 22314. Tamps, FL 36610 Job Truss Truss Type City Ply Perk Sq Hm/ 2091 Madrona A C / Tray T12955033 P2091AC-T CJ3T SPECIAL 2 1 Job Reference (optional Mid-Flonda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 15 07.35:25 2018 Page 1 IDW)DyiuZDwOdl2xygntYl3zgvcy-Mgeel4CvAcJUlm37ln8VKa6DHmVLuUpU4PKH7wzvAjW 1- 0-0 2-7-8 3-0-01- 0-02-7-8 0 4 8 Scale. V=l' 2x4 = LOADING ( psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip COL 1.25 TC 013 TCDL 10.0 Lumber DOL 1.25 BC 0.16 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/TP12014 Matrix -MR LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No 2 Except' 3- 7' 2x4 SP No.3 REACTIONS. ( lb/size) 2=189/0-8-0, 5=118/Mechanical Max Horz 2=69(LC 12) t Max Uplift 2=-48(LC 12), 5=-36(LC 12) FORCES. ( lb) - Max Comp /Max Ten - All forces 250 (lb) or less except when shown. DEFL. in (loc) I/de0 Ud PLATES GRIP Vert( LL) -0 01 7 >999 240 MT20 244/190 Vert( CT) -0.01 7 >999 180 Horz( CT) 0.01 5 n/a TIM Weight: 13 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 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=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; save=4ft; Cat II; Exp B; Encl., GCpi=O 18, MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-2-5. Interior(1) 2-2-5 to 3-0-0 zone;C-C for members and forces 6 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 48 lb uplift at Joint 2 and 36 lb uplift at joint 5 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies AWARNING - Verify design panmsfere end READ NOTES ON TWS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design " lid for use only with MiTek® 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 property Incorporate this design Into the overall building design Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k" IsalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamageForgeneralguidanceregardingthefabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPl1 Quality Criteria, DS849 and SCSI Building Component 9904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 35610 Job Truss Truss Type Oty Ply Park Sq Hm/ 2091 Madrona A C / Tray T12955034 P2091AC-T CJ5 JACK 8 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL 8.130 s Sep 15 2017 MTek Industries, Inc. Mon Jan 15 07:35:26 2018 Page 1 I D.WJDyiuZDwOr112xygntYl3zgvcy-gOCOWODXxvRLNveJbVlktoeL9ApEdx2dJ34gMzvAlY i -1-0-0 5-M 1-0-0 I 5-" 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl Ud TCLL 20.0 Plate Grip DOL 1 25 TC 031 Vert(LL) 0.04 4-7 999 240 TCDL 10.0 Lumber DOL 1.25 BC 025 Vert(CT) 0.06 4-7 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 100 Code FBC2017frPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=126/Mechanical, 2=261/0-8-0, 4=63/Mechanical Max Horz 2=89(LC 12) Max Uplift 3=-49(LC 12), 2=-54(LC 12) Max Grav 3=126(LC 1), 2=261(LC 1), 4=91(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1.17 0 PLATES GRIP MT20 244/190 Weight: 18 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 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=4.2psf; BCDL=3.Opsf, h=15ft; B=45ft; L=24ft, save=oft. Cat. II; Exp B; Encl., GCpl=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-10-4 zone.C-C for members and forces d 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 49 lb uplift at joint 3 and 54 lb uplift at joint 2. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Varlly das/0n panmerars and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE Mil-7477 rev. 1OM312015 BEFORE USE. Design valid for use only with Mrrekm connectors, This design Is based only upon parameters shown, and Is for an individual building component, not • 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 Indicated Is to prevent buckling of Individual truss web andlor chord members only. Additional temporary and permanent bracing M iTek' 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 ANSI/TPI1 Quality Criteria, DSB-09 and BCSI Building Component 6904 Perk* East Blvd Salary Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312. Alexandria, VA 22314 Tampa. FL 36610 a Job Truss Oty Ply erkSq HM 2091 Madrona A C / TreyT12955035P2091AC-T F,- sse lobCJ5T21 Refe ence (optional) Mld-Florida Lumber, Bartow, FL. 1 8.130 s Sep 15 2017 Muek Industries, Inc. Mon Jan lb UI'35 Z7 ZU18 Page 1 I D: WjDyiuZDwOril2xygntYl3zgvcy-ICmPjmE9iDZB73DWBCAzP7BTGaBOM01 mYjpOBpzvAjU 1-0-0 2-7-8 2.4.8 2x4 = Scale = 1:18 4 2-7.8 2.4.8 Plate Offsets (X.Y)— 12:Edge 0-0-41 13:0-3-8 0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Vdefl Ud PLATES GRIP TCLL 20 0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.07 6 >802 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.32 Vert(CT) -0.10 6 >597 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.05 5 n/a n/a BCDL 100 Code FBC2017/TPI2014 Matrix -MR Weight: 19 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 3-7: 2x4 SP No 3 REACTIONS. (lb/size) 4= 1 14/Mechanical, 2=267/0-8-0. 5=8 1 /Mechanical Max Horz 2=90(LC 12) Max Uplift 4=-38(LC 12), 2=-53(LC 12). 5=8(1-13 12) Max Grav 4=114(LC 1), 2=267(LC 1), 5=88(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; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat II, 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 4-11-4 zone;C-C for members and forces 3 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 38 lb uplift at joint 4, 53 lb uplift at joint 2 and 8 lb uplift at joint 5. WARNING. Vrrly das/gn pa-fem and READ NOTES ON TWS AND INCLUDED MITEK REFERENCE PAGE 01,111.7473 rov. l aV312015 BEFORE USE. Ign valid for use only with MITek0 connectors This design Is based only upon parameters shown, and Is for an IndMOuel building component, not 3 system Before use, the building designer must verity the applicability of design parameters and property Incorporate, this design Into the overall q design Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing s required for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the storage, delivery, erection and bracing of trusses and truss systems, $ee ANSUTPit Quality Criteria, DSB-eg and SCSI Building Component nnotion available from Truss Plate institute, 216 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 MiTek' 6904 Parke East Blvd Tamps, FL 36610 Job Truss Truss Type Oty PlyPark Sq HIT/2091 Madrona A C / Tray T12955036 P2091AC-T G1 HIP 1 1 Job Reference footionall Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Mon Jan 15 07:35:28 2018 Page 1 ID:V'4DyiuZDwOr112xygnlYl3zgvty-mOJnw6FnSXi2cDoiiwiCyDkZk Nl5ofwmNZxkFzvA4T 1-0-0 3-9-0 2-1 7-M 12-0-0 ( 15 6-12 19.4-0 , 20.4-0 , 1-0-0 3-94 3-2-12 5-0-0 3-2 3.9 4 1-0-0 3 4x5 = 18 19 4x8 = Scale = 1:34.8 3x5 = 3x8 = 4x4 = 3x4 = 3x5 = 7-M 124-0 194-0 i 7-M 5-4-0 7-M q LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1 25 TC 0.82 Vert(LL) -0.09 9-11 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1 25 BC 0.75 Vert(CT) -0.18 9-11 >999 180 BCLL 00 Rep Stress Incr NO WB 0.25 Horz(CT) 0.07 7 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MS Weight: 93 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 2-10-11 oc purlins. 4-5 2x4 SP No 1 BOT CHORD Rigid ceiling directly applied or 7-11-7 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1428/0-8-0, 7=1428/M-0 Max Horz 2=-77(LC 6) Max Uplift 2=-368(LC 8). 7=-368(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2661/685, 3-4=-2468/662, 4-5=-2208/617, 5.6=-2467/662, 6-7=2661/685 BOT CHORD 2-11=-553/2351, 9-11 =498/2206,7-9=-553/2351 WEBS 3-11=-278/64, 4-11=-46/654, 5-9=-46/654, 6-9=279/64 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. II; Exp B; Encl., GCpi=0.18; MWFRS (directional), 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 nonconcurrenl 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 368 lb uplift at joint 2 and 368 lb uplift at joint 7. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 185 lb down and 201 lb up at 7-0-0, 95 lb down and 105 lb up at 9-0-12, and 95 lb down and 105 lb up at 10-3-4, and 185 lb down and 201 lb up at 12-4-0 on lop chord, and 321 lb down and 95 lb up at 7-0-0. 66 lb down at 9-0.12, and 66 lb down at 10-3-4, and 321 lb down and 95 lb up at 12-3-4 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 (plf) Vert, 1-4=60, 4-5=-60, 5.8=-60, 12-15=-20 Concentrated Loads (lb) Vert:4=-138(F) 5=-138(F) 11=-321(F) 9=321(F) 18=-95(F) 19=-95(F) 20=-41(F) 21=-41(F) 0 WARNING - verify design parameters and READ NOTES ON TNIS AND INCLUDED e9TEK REFERENCE PAGE 11,111.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MfTekm connectors, This design Is bated only upon parameters shown. and Is for an Individual building component• not s truss system. Before use. the building designer must verily the applicability of design parameters and property Incorporate this design Into the overall building design Bracing Indicated Is to prevent buckling of Individual buss web endlor chord members only. Additional temporary end permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection end bracing of trusses and truss systems. see ANSIRPI/ Quality Criteria, OSB-89 and BCSI Building Component Safety Information available from Truss 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 WOW 6904 Parke East Blvd Tamps, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hatt 2091 Madrona A C / Tray T12955037 P2091AC-T G2 HIP 1 1 Job Reference (optional Mid-Florida Lumber, Bartow, FL 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 15 07:35:29 2018 Page 1 ID:Vk4DyiuZDwOdl2xygntYl3zgvcy-Ebt98SF PDggvENMuGdDRUOGqRNjmqGq3711 VGhzvAjS 1-0-0 4-9-4 9-0-0 104-0 , 14.6.12 19.4-0 20-4-0 1-0-0 4-9-4 4-2-12 1-0-0 4-2-12 4-94 F 1-0.0 Scale = 136 2 4x4 = 4x4 = 1$ 4x4 = 4x6 = 4x4 = 3x4 = 3x4 = 9-0-0 14-0 9-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0 13 9-17 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.28 9-17 >820 180 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(CT) 0.03 7 n/a n/a BCDL 100 Code FBC2017/rP12014 Matrix -MS Weight: 91 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-6 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-8-9 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=83310-8-0, 7=833/0-8-0 Max Horz 2=96(LC 11) Max Uplift 2=-164(LC 12), 7=-164(LC 12) FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1319/477, 3-4=-1007/370, 4-5=-847/362, 5-6=1007/370, 6.7=-1319/477 BOT CHORD 2-11=-357/1160, 9-11=157/847, 7-9=-365/1160 WEBS 3-11=-380/235, 4-11=-83/293, 5-9=83/293, 6-9=-380/235 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. II; 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 9-0-0, Exterior(2) 9-0-0 to 10-4-0, Interior(1) 14-8-11 to 20-4-0 zone,C-C for members and forces d 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 tell 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 164 lb uplift at joint 2 and 164 lb uplift at joint 7. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - verify dsslgn paramafen and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITekm connectors This design Is based only upon parameters shown, and Is for an Individual building component, not • e truss system Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall bWiling design Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k, 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, we ANSUTPII Quality Criteria, DSB-09 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314. Tamps, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hm/ 2091 Madrona A C / Tray T12955038 P2091AC-T G3 COMMON 1 1 Job Reference (optional Mid-Florida Lumber, Barlow, FL. 8.130 s Sep 15 2017 MTek Industries. Inc. Mon Jan 15 07.35:30 2018 Page 1 ID W1DyluZDwOril2xygntYl3zgvcy-inRXLoGt 8ymsXx4gKkglep75n1RYiYDEh2208zvAjR 5-1A 9-8-0 14-2-12 19.4-0 20-0 1-0-0 5-1 A 4-6-12 4$-12 5-1-0 1-0-0 3 Scale = 1:34.7 4x4 = 4x4 = 5x8 = 4x4 = 9-8-0 i 19.4-0 9-8-0 9-M LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deb Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.14 8-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1 25 BC 0.87 Vert(CT) -0 30 8-11 >765 180 BCLL 00 Rep Stress Incr YES WB 0.22 Horz(CT) 0.03 6 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MS Weight: 87 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-3 oc purlins. 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) 2=833/0-8-0, 6=833/0-8-0 Max Horz 2=-102(LC 10) Max Uplift 2=-164(LC 12), 6=-164(LC 12) FORCES. (lb) - Max Comp./Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1302/424, 3-4=-977/331, 4-5=977/331, 5-6=-1302/424 BOT CHORD 2-8=-294/1141, 6-8=-312/1141 WEBS 4-8=-136/588, 5-8=387/215, 3-8=-387/215 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 II; 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 9-8-0, Exterior(2) 9-8-0 to 12-8-0 zone;C-C for members and forces 3 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 164 lb uplift at Joint 2 and 164 lb uplift at Joint 6. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Verify dsslgn paramsfsrs and READ NOTES ON TMS AND INCLUDED M1TEK REFERENCE PAGE M11.7473 — 1OM212015 BEFORE USE. Design valid for uss only with MITekO connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not '• 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 Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing WOWk' 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 ANSVTPII Quality Cdtorls, 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 Job Truss Truss Type Oty Ply Park Sq Hatt 2091 Madrona A C /Trey T12955039 P2091AC-T G4 COMMON 1 1 Job Reference (optional Mid-Florida Lumber, Barlow. FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 15 07:35:30 2018 Page 1 ID WjDyiuZDwOdl2xygntYl3zgvcy-inRXLoG1_8ymsXx4gKkglep_gnt YikDEh2208zvAjR 1-0-0 5-1A 9$41 14-2-12 F 18.11-8 1-0-0 5-1.4 4$-12 4$-12 4$-12 3 Scale = 1 33.9 4x4 = 04 = 5x8 = 4x4 = 9-M P18-11-8 Q.R-fl Q-3-A LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1 25 TC 0.46 TCDL 10.0 Lumber DOL 1.25 BC 0.84 BCLL 00 Rep Stress Incr YES WB 0.21 BCDL 10.0 Code FBC2017rrPI2014 Matrix -MS LUMBER - TOP CHORD 2x4 SIP No 2 BOT CHORD 2x4 SIP No 2 WEBS 2x4 SP No 3 REACTIONS. (lb/size) 6=757/0-3-8, 2=820/0-8-0 Max Horz 2=98(LC 11) Max Uplift 6=-126(LC 12), 2=-162(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1268/424, 3-4=-943/322, 4-5=939/332, 5-6=-1240/427 BOT CHORD 2-7=-334/1112, 6-7=-315/1058 WEBS 4-7=-136/555, 5-7=336/198, 3-7=-388/215 DEFL. In floc) Udefl Ud PLATES GRIP Vert(LL) -0.14 7-13 >999 240 MT20 244/190 Vert(CT) -0.31 7-13 >726 180 Horz(CT) 003 6 n/a n/a Weight. 84 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-9-8 oc purlins BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind ASCE 7-10, Vul1=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf BCDL=3.Opsf; h=15ft; B=45ft; L=24tt; eave=4ft; Cat II; 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 9-8-0, Exterior(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) 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 tell 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 126 lb uplift at joint 6 and 162 lb uplift at joint 2. 6 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Verify design pommefem and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 1010312015 BEFORE USE. Design valid for use only with Mrrek® connectors This design Is based only upon parameters shown, and Is for an Individual building component, not • e 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 Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k' 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, $ee ANSVTPII Quality Criteria, DSB49 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street. Suite 312. Alexandria, VA 22314 Tamps, FL 36610 Job Truss Truss Type city Ply Park Sq Hm/ 2091 Madrona A C / Tray T12955040 P2091AG-T G5 SPECIAL 1 1 Job Reference (optional Mid-Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc Mon Jan 15 07:35 31 2018 Page 1 I D: WjDyiuZDwOrtl2xygntYl3zgvcy-Az?vZ8HgIS4dTh WHN2FvarMBVBPVH59MSLnbKazvAJO 5-14 9-8-0 15-8-0 18-11.8_ 1-0-0 5-1-4 4.6-12 6-0-0 3-3-8 Scale = 1,34 4 4x4 = 4x4 = 5x8 = 3x4 = 1 5x4 i 9.8-0 P 15-M i18-11.8 9.8-0 6.0-0 3.3.8 Plate Offsets (X.Y)— 19:0-4-0 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 TCDL 100 Lumber DOL 1 25 BC 0.76 BCLL 0.0 Rep Stress Incr YES WB 0.46 BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS DEFL. in (loc) 1/defl Ud Vert(LL) -0.17 9-12 >999 240 Vert(CT) -0.36 9-12 >619 180 Horz(CT) 0.03 7 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 7=751/0-3-8, 2=814/0-8-0 Max Horz 2=83(LC 11) Max Uplift 7=-127(LC 12), 2=159(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1250/409, 3-4=-931/320, 4-5=942/312, 5-6=-1038/338. 6-7=-714/253 BOT CHORD 2-9=-399/1096, 8-9=-356/1082 WEBS 3-9=-387/205, 4-9=94/509, 5-9=-357/156, 5-8=581/241, 6-8=-390/1202 PLATES GRIP MT20 244/190 Weight: 94 lb FT = 20% Structural wood sheathing directly applied or 4-8-15 oc puffins, except end verticals Rigid ceiling directly applied or 9-3-9 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind ASCE 7-10. Vult=140mph (3-second gust) Vosd=108mph, TCDL=4 2psf, BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft, Cal. It: 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 9-8-0, Exterior(2) 9-8-0 to 12-8-0, Intertor(1) 15-8-0 to 18-9-12 zone;C-C for members and forces 6 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 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 127 lb uplift at joint 7 and 159 lb uplift at joint 2 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q wARNINO - Verify deafen penmetera end READ NOTES ON TIOS AND INCLUDED WTEK REFERENCE PAGE MII-7473 rev. 1 d/03/20/5 BEFORE USE. Design valid for use only with MITek® connectors This design Is based only upon parameters shown, end 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 Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing WOWk• 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 ANSVTPII Quality Criteria, DSB49 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 366I0 Job Truss Truss Type Oy Ply Park Sq Hm/ 2091 Madrona A C / Tray T12955041 P2091AC-T G6 SPECIAL 1 1 Job Reference o do al Mid-Flonda Lumber, Bartow, FL. 8 130 s Sep 15 2017 MiTek Industries, Inc Mon Jan 15 07:35 32 2018 Page 1 I D:1NjjDyiuZDwOdl2xygn1Y13zgvcy-fAZImU1INCU5g5Txlm863uJHbkyOZ8Vh7X910zvAj P 1-0-0 5.14 9-0-0 13-" 18-11-8 r 1-0-0 5-14 ( 4-6-12 I 4-0-0 5.3.8 Scale = 1.34 4 4x4 = 4x4 = 5x8 = 3x4 = 1 5x4 II LOADING (pso SPACING. 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014 9-8-0 I 13.8-0 i 18-11-8 9.8-0 4-0-0 5-3-8 CSI. DEFL. in loc) Vde0 Ud TC 0.53 Vert(LL) 0 18 9-12 999 240 BC 0.74 Vert(CT) 0 38 9-12 595 180 WB 0.41 Horz(CT) 0.02 7 We We Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 7=751/0-3-8, 2=814/0-8-0 Max Horz 2=100(1-C 12) Max Uplift 7=-131(LC 12), 2=-155(LC 12) FORCES. (lb) - Max. Comp /Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1253/404, 3-4=-924/310, 4-5=904/316, 5-6=-969/325, 6-7=-694/273 BOT CHORD 2-9=-431/1100, 8-9=-336/993 WEBS 3-9=-393/214, 4-9=126/528. 5-9=-309/132, 5-8=-487/207, 6-8=361/1078 PLATES GRIP MT20 244/190 Weight. 98 lb FT = 20% Structural wood sheathing directly applied or 4-9-8 oc purllns, except end verticals. Rigid ceiling directly applied or 8-11-7 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=15ft, B=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. Interior(1) 2-0-0 to 9-8-0, Exterior(2) 9-8-0 to 12-8-0, Inierior(1) 13-8-0 to 18-9-12 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 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 131 lb uplift at joint 7 and 155 lb uplift at joint 2. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Varify dulgn pacsmafan and READ NOTES ON THIS AND INCLUDED MITEX REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek® 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 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 end permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury end property damage For general guidance regarding the , fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPl1 Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institule, 218 N Lee Street, Suds 312. Alexandria, VA 22314 Tampa, FL 36810 Job Truss Truss Type oty Ply Park Sq Hm/ 2091 Madrona A_C /Tray T12955042 P2091AC-T G7 SPECIAL 1 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries. Inc. Mon Jan 15 07:35:33 2018 Page 1 I D: WjDyiuZDwOdi2xygntYl3zgvcy-7 M7g_glwH3KLj_gf V rHN(GR S592911 DWGiPTzvAjO 5.1-4 { 9-8-0 { 11.8-0 1 18.11-8 1 TO 5.14 4-0-12 211 7-3-8 Scale = 1:34.4 4x4 = 7 4x4 = 5x8 = 3x4 = 9A-0 11-6-0 18-11$ r 9.8-0 2.0.0 7-3-8 Plate Offsets (X Y)— 18-0-4-0 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.16 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 088 Vert(CT) -0 32 7-8 >702 180 BCLL 00 Rep Stress Incr YES WB 0 36 Horz(CT) 003 7 n/a n/a BCDL 10.0 Code FBC2017rTP12014 Matrix -MS Weight 98 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-3 oc purlins, BOT CHORD 20 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-8-0 oc bracing. WEBS 1 Row at midpl 5-7 REACTIONS. (lb/size) 7=751/0-3-8, 2=814/0-8-0 Max Harz 2=128(LC 12) Max Uplift 7=-136(LC 12), 2=-150(LC 12) FORCES. (lb) -Max Comp./Max Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1260/393, 3-4=-931/283, 4-5=901/324 BOT CHORD 2-8=-457/1105, 7-8=-328/890 WEBS 3-8=-386/220, 4-8=173/633. 5-8=-296/159, 5-7=-960/357 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=oft; Cat. 11; Exp B. Encl.. GCpi=0.18; MWFRS (directional) and C-C Exterlor(2) -1-D-0 to 2-0-0, Interior(1) 2-0-0 to 9-8-0, Exterior(2) 9-8-0 to 11-8-0 zone;C-C for members and forces 3 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 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 136 lb uplift at joint 7 and 150 lb uplift at joint 2. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Verify design parametars and READ NOTES ON THIS AND INCLUDED aaTEK REFERENCE PAGE MII.7477 rev. 10N3/2015 BEFORE USE. Design valid for use only with Mrrek® connectors, This design Is based only upon parameters shown. and Is for an Individual building component• not• a truss system. Before use. the bullding 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. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication• storage, delivery• erection and bracing of trusses and truss systems, see ANSVTPII Duality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 21g N Lee Street. Suite 312, Alexandria. VA 22314 Temps. FL 36610 Job Truss Truss Type Oty Ply Park Sq Hm/ 2091 Madrona A_C / Tray T12955043 P2091AC-T G8 MONO HIP 1 1 Job Reference (optional Mid-Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 15 07:35:34 2018 Page 1 ID 1NjDyluZDwOril2xygntYl3zgvcy-bYh2B9JY2NSCK8Fs3AocBUzctORtUTwo9JOGxvzvAjN 1-0-0 7-10-4 r 8-8-0 14-3.12 18-11-8 1-0-0 + 7-10-4 --- — 1.9.12 4-7-12 r 4-7-12 r I 4x4 = 15 3x4 = 16 5 17 Scale = 1:33 3 1 5x4 II 3x5 = 1x4 II 5x6 = 3x4 = 7-10-0 i8-8-0i 18-11.8 7-104 1-9.12 9.3-8 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Ina YES BCDL 10.0 Code FBC2017rrP12014 CSI. DEFL. in loc) Udell L/d TC 0.65 Vert(ILL) 017 7-8 762 240 BC 0.65 Vert(CT) 0.35 7-8 376 180 WB 0.39 Horz(CT) 0.01 7 n/a n/a Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD BOT CHORD 2x4 SP No 2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 7=482/0-3-8, 2=439/0-8-0. 9=645/0-3-8 Max Horz 2=156(LC 12) Max Uplift 7=-85(LC 9). 2=31(1_C 12), 9=-194(LC 12) Max Grav 7=530(LC 22), 2=439(LC 1), 9=645(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-388/0, 3-4=410RO, 4-5=-338/43 BOT CHORD 2-9=-43/332, a-9=-43/332, 7-8=-105/328 WEBS 3-9=480/326, 5-7=459/156 PLATES GRIP MT20 244/190 Weight. 98 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals Rigid ceiling directly applied or 10-0-0 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=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; 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 9-8-0, Exterlor(2) 9-8-0 to 13-10-15 zone;C-C for members and forces 6 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 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 85 lb uplift at joint 7, 31 lb uplift at joint 2 and 194 lb uplift at joint 9. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Variry design paramofem and READ NOTES ON TINS AND INCLUDED MITEK REFERENCE PAGE Mli-7473 rov. 101031201 S BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not• a truss system Barbra use, the building designer must verify the applicability of design parameters end property Incorporate this design Into the overall bullding design, Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing WOWIsalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamageForgeneralguidanceregardingthe fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS1rTPI1 Quality Crltorls, DSB49 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suns 312. Alexandria. VA 22314 Tampa. FL 36610 Job Truss Truss Type Oty Ply Park Sq Hm/ 2091 Madrone A C / Tray T12955044 P2091AC-T J3C JACK 4 1 Job Reference(optional) Mid-Flonda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 15 07:35:35 Z01B Page 1 ID.W)DyluZDwOrll2xygntYl3zgvcy-31EOOVKApga3ylg2cuKrkhWlvowND LyNzIpTLzvAjM 1-0.0 2-11-8 1.0-0 2-11.8 600 12 3 1.5.14 II 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 200 Plate Grip DOL 1.25 TC 0.31 TCDL 10.0 Lumber OOL 1.25 BC 0.12 BCLL 0.0 Rep Stress Incr YES WB 0.12 BCDL 10.0 Code FBC2017/TP12014 Matrix -MP DEFL. in (loc) Well L/d PLATES GRIP Vert(LL) 001 5-6 >999 240 MT20 244/190 Vert(CT) -0.01 5-6 >999 180 Horz(CT) -0.01 3 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 6=191/0-3-8, 3=65/Mechanical, 4=27/Mechanical Max Horz 6=193(LC 12) Max Uplift 6=-8(LC 10), 3=42(LC 12), 4=-161(LC 12) Max Grav 6=191(LC 1). 3=79(LC 17).4=144(LC 10) FORCES. (lb) - Max Comp./Max Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-267/417 Scale = 1:29.3 Weight: 22 lb FT = 20% Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf; BCDL=3 Opsf; h=15ft, B=4511; L=24ft; eave=4ft; Cal. II, Exp B; Part. Encl.. GCpi=0.55; MWFRS (directional) and C-C Exterior(2)-0-11-8 to 2-0-8, Interior(l) 2-0-8 to 2-10-4 zone; end vertical left exposed;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 6 lb uplift at joint 6, 42 lb uplift at joint 3 and 161 lb uplift at joint 4. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Varffy dasrgn paramafara and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rsv. 10/03/2015 BEFORE USE. Design valid for use only with MITekm 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 end properly Incorporate this design Into the overall building design Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k' Is ab/sys required for stablldy and to prevent collapse wkh possible personal Injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, See ANSVTPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 216 N. Lee Street. Suite 312. Nexandrla, VA 22314. Tempe, FL 36610 a V J Job Truss ype Oty Ply Perk Sq Hm/ 2091 Madrona AC /Tray FJICK T12955045 P2091AC-T J7 19 1 ob Refe a ce loplional Mid -Florida Lumber, Bartow, FL. 1 1-" 7-0-0 8.130 s Sep 15 2017 Mi l ek Inousines, Inc. Mon Jan 15 U7:35:36 2uI8 Pagel ID 1N)DyiuZDwOril2xygntYl3zgvcy-XxoocrLoa iwaSPEAbr4Hv3ykC94ySX5cdVMOnzvA)L 3 3x4 = 4 r d rA Scale = 1,22 3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deg Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1 25 TC 0.69 Vert(LL) 0.12 4-7 >695 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0 23 4-7 >356 180 BCLL 0.0 Rep Stress Incr YES WB 0 00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight 24 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 1D-0.0 oc bracing. REACTIONS. (lb/size) 3=1 8 1 /Mechanical, 2=340/0-8-0, 4=89/Mechanical Max Horz 2=117(LC 12) Max Uplift 3=72(LC 12). 2=-59(LC 12) Max Grav 3=181(LC 1), 2=340(LC 1). 4=129(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; BCDL=3 Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; 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 6-10-4 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 72 lb uplift at joint 3 and 59 lb uplift at joint 2. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies AWARNING • Ver11y d-Ign parameters and READ NOTES ON TWS AND INCLUDED 119TEK REFERENCE PAGE 11111-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MlTekm connectors This design Is based only upon parameters shown, and Is for an Individual building component, not • a trust system Before use, the building designer must verity the applicability of design parameters and property incorporate this design Into the overall building design Bracing Indicated Is to prevent buckling of lndlAdual trust web and/or chord members only. Addnlonel temporary and permanent bracing M iTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage. dalwary, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB49 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 38610 Job Truss Truss Type City Ply Park Sci Hm/ 2091 Madrona A C / Tray T12955046 P2091AC-T J7T SPECIAL 3 1 Job Reference IODlionali Mid -Florida Lumber, Bartow, FL 1 8.130 s Sep 15 2017 MiTek Industries, Inc Mon Jon 15 07.35 36 2010 Page 1 I D: W)DyiuZDwOril2xygntYl3zgvcy-XxoocrLoa_iwaSPEAbr4Hv3v7C7kySX5o1VMOnzvAjL 1-0-0 12-7-8 4.4.8 Scale = 1:22.3 2%6 _ Lx4 II I 2-7-8 I 2-71 7-(t-D 4-4.8 Plate Offsets (X.Y)— 12:0-2-O.Edoel 13:0-2-8.0-2-11 LOADING (pso SPACING- 2-0-0 CSI. DEFL. In loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.19 6 >432 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.32 6 >258 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.16 5 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MR Weight: 26 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-12 oc purlins BOT CHORD 2x4 SP No 2 'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 3-7: 2x4 SP No.3 REACTIONS. (lb/size) 4= 1 69/Mechanical, 2=346/0-8-0, 5= 1 07/Mechanical Max Horz 2=118(LC 12) Max Uplift 4=-61(LC 12), 2=-58(LC 12), 5=7(1_C 12) Max Grav 4=169(LC 1), 2=346(LC 1), 5=126(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, BCDL=3.Opsf; h=15ft; B=45ft. L=24ft; eave=4ft; Cat. II; Exp B, Encl., GCpl=O 18, MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-11-4 zone;C-C for members and forces 6 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 61 Ib uplift at joint 4, 58 lb uplift at joint 2 and 7 lb uplift at joint 5. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Vrlfy dealgn paramefers and READ NOTES ON INS AND INCLUDED MITEK REFERENCE PACE M11.7473rev. 10/03/20/5 BEFORE USE. Design valid for use only with MiTek® connectors, This design Is based only upon parameters shown, and Is for an Individual building component, not • truss system Before use, the building designer must verity 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 and/or chord members only. Addhionai temporary and permanent bracing MiTek• Is always required for stebilly 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 ANSVTPII Quality Criteria, DSB49 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 I 0111111111111 Job Truss Truss Type oty Ply Park Sq HIT/ 2091 Madrona A C / Tray T12955047 P2091AC-T KJ4 JACK 2 1 Job Reference (optional Mid-Flonda Lumber, Bartow, FL 8.130 s Sep 15 2017 MiTek Industries, Inc Mon Jan 15 07 35.37 2018 Page 1 I D: WlDyjuZDwOril2xygntYl3zgvcy-77MBpBLOLlgnCc_Rkl MJp6bCgcYfhvwFrH EwYEzvAjK 1.50 4-2-7 1-5-0 4-2-7 4.24 1 5x4 II 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 TCDL 10.0 Lumber DOL 1.25 BC 0.32 BCLL 0.0 Rep Stress Incr NO WB 0.06 BCDL 10.0 Code FBC2017rTP12014 Matrix -MP DEFL. in (loc) Vdefl Ud PLATES GRIP Vert(LL) 0.05 5-6 >894 240 MT20 244/190 Vert(CT) 005 5-6 >977 180 Horz(CT) -0.01 3 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No 2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 6=222/0-7-8. 3=77/Mechanical, 4=38/Mechanical Max Horz 6=193(LC 8) Max Uplift 6=-191(LC 4), 3=-82(LC 5), 4=-165(LC 8) Max Grav 6=222(LC 1), 3=77(LC 1), 4=80(LC 3) r FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1.28.9 Weight: 27 lb FT = 20% Structural wood sheathing directly applied or 4-2-15 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing NOTES- 1) Wind: ASCE 7-10; Vul1=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Opsf; h=15ft; B=45f: L=24f1; eave=4ft; Cat II, Exp B, Part. Encl.. GCpi=0.55; MWFRS (directional), end vertical left exposed; 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 191 Ib uplift at joint 6, 82 lb uplift at joint 3 and 165 lb uplift at joint 4. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 132 lb up at 1-6-12. and 132 lb up at 1-6-12 on top chord, and 88 lb up at 1-6-12, and 88 lb up at 1-6-12 on bottom chord The design/selection of such connection device(s) is the responsibility of others 7) 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: 1-2=60, 2-3=-60, 4-6=-20 Concentrated Loads (lb) Vert. 7=71(F=36, B=36) 8=4(F=2, B=2) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - verify design peramutm and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 10103/2015 BEFORE USE. Design valid for use only with MiTek® 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 verly the applicability of design parameters and property Incorporate this dealgn Into the overall building deslgn. Bracing indlceted is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always requlrad for stablidy and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricatlon, storage, delivery, erection and bracing of trusses and truss systems, $ee ANSIITP11 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 36810 Job Truss Truss Type Oty Ply Park Sq HnV 2091 Madrona A C / Trey T12955048 P2091AC-T KJ6 SPECIAL 1 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 15 07,35:38 2018 Page 1 ID WjDyiuZDwOr112xygntYl3zgvcy-TKwZ1XM36byeplYdlOtYMK81LOlIOM103x T4gzvAjJ 1-5-0 I 1-5-0 6.9A 1-5-0 1-51 5.44 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip COL 1.25 TC 068 TCDL 100 Lumber DOL 1.25 BC 040 BCLL 0.0 Rep Stress Incr NO WB 0.00 BCDL 10.0 Code FBC2017rrP12014 Matrix -MR LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 'Except' 3-6: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. lb/size) 8=308/0-11-5, 4=172/Mechanical, 5=66/Mechanical Max Horz 8=88(LC 8) Max Uplift 8=-217(LC 8), 4=-105(LC 8), 5=47(LC 8) Max Grav 8=308(LC 1). 4=172(LC 1). 5=108(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown TOP CHORD 2-8=252/207 Scale = 1 30 9 DEFL. In (loc) Vdefl Ud PLATES GRIP Vert(LL) 0.19 5-6 >417 240 MT20 244/190 Vert(CT) 0.17 5-6 >469 180 Horz(CT) 0.18 5 n/a n/a Weight 29 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. 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=4.2psf; BCDL=3 Opsf; h=15ft, B=45ft; L=24ft; eave=oft; Cat. II; Exp B; Encl., 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.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 217 lb uplift at joint 8, 105 lb uplift at joint 4 and 47 lb uplift at joint 5. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 122 lb up at 1-6-1, 92 lb up at 1-6-1, and 42 lb up at 4-4-0, and 10 lb down and 61 lb up at 4-4-0 on lop chord, and 74 lb up at 1-6-12. 16 lb up at 1-6-12, and 79 lb up at 4-4-0, and 3 lb down and 7 lb up at 4-4-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others 7) 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: 1-2=60, 2-4=-60, 7-8=-20, 5-6=-20 Concentrated Loads (lb) Vert: 7=7(F=4, 8=2) 3=69(F=34, B=35) 9=-1(F) 10=-3(F) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - vanity design parameters and READ NOTES ON TMS AND INCLUDED aUTEK REFERENCE PAGE M11•7e73 rev. 1017712015 BEFORE USE. Design valid for use only with MITekV connectors. This design Is based only upon parameters shown, end Is for an Individual building component, not • truss system Before use, the building designer must verity 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 and/or chord members only. Additional temporary and permanent bracing M iTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the fabrkatlon, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB49 and BCSI Building Component 6901 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hm/ 2091 Madrona A C / Tray T12955049 P2091AC-T KJ7 JACK 4 1 Job Reference (optional Mid-Florida Lumber, Barlow. FL. 8 130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 15 07:35 39 2018 Page 1 ID WlDyluZDwOr112xygntYl3zgvcy-xWUxElNhtv4URv7pdOnuXhYgPC09kcXlbjlc6zvAjl 1-5-0 i 5-2-5 i 9-10-13 1-5-0 5-2-5 4-8-8 Scale = 1.21.9 2x4 = 1x4 u 5 3x4 = LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017rrP12014 CSI. TC 0.38 BC 0.43 WB 0.36 Matrix -MS DEFL. In (loc) I/dell Ud Vert(LL) -0.03 6-7 >999 240 Vert(CT) -0 07 6-7 >999 180 Horz(CT) 0.01 5 n/a n/a PLATES GRIP MT20 244/190 Weight. 42 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=128/Mechanical, 2=511/0-11-5, 5=328/Mechanical Max Harz 2=118(LC 8) Max Uplift 4=-55(LC 8), 2=109(LC 8), 5=-47(LC 8) FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-3=-775/91 BOT CHORD 2-7=-151/708, 6-7=151/708 WEBS 3-7=0/275, 3-6=769/164 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=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.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 55 lb uplift at joint 4, 109 lb uplift at joint 2 and 47 lb uplift at joint 5. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3 Ib down and 11 lb up at 1-6-12, 3 lb down and 11 lb up at 1-6-12, 3 lb down and 41 lb up at 4-4-12, 3 Ib down and 41 lb up at 4-4-12, and 27 lb down and 68 lb up at 7-2-11, and 27 lb down and 68 lb up at 7-2-11 on top chord, and 2 lb up at 1-6-12, 2 lb up at 1-6-12, 5 lb down at 4-4-12, 5 lb down at 44-12, and 20 lb down at 7-2-11. and 20 lb down at 7-2-11 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) 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: 1-4=60, 5-8=20 Concentrated Loads (lb) Vert: 13=53(1`=-27, B=-27) 14=4(F=2, B=2) 15=-10(F=-5, B=-5) 16=-35(F=-17, 8=17) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q wARNING - Varlfy design parametvs and READ NOTES ON TNIS AND INCLUDED WTEK REFERENCE PAGE MII.7473 rev. 101031201 b BEFORE USE. Design valid for use only with MITek® 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 property Incorporate this design Into the overall building design Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, we ANSI/TPII Duality Criteria, DSB-89 and BCSI Building Component 8904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandna, VA 22314 Tampa. FL 36610 Job Truss Truss Type city Ply Park Sq Hml 2091 Madmns A C I Tray T72955050 P2091AC-T KJTT SPECIAL 1 1 O 10 a Mid -Florida Lumber, Bartow, FL. 8.130 a Oct 26 2017 MiTek Industries, Inc. Mon Jan 15 10.02.38 2018 Pape 1 I D. WjDyiuZDwOrli2xygntYl3zgvcy-LTUAbfXI mVp3N7cukcu9m7 LJzDJaU7 EkP3TgH6zv9Rl 1.5-0 3-7-13 8.7-9 _ 9-10-13_ r 1-5-0 3-7-13 2-11-12 3.3.4 Scale = 1.22 5 4x4 = 3-7-13 I 3-7-13 8.7-9 2-11-12 9-10.13 I 3-3-4 Plate Offsets (X Y)— 12:0-3-15 Edael. 13:0-2-2 0.2-81 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1 25 TC 0.88 Vert(LL) -0.28 9 >427 240 MT20 244/190 TCDL 10.0 Lumber DOL 1 25 BC 1.00 Vert(CT) -0.58 9 >205 180 BCLL 00 Rep Stress Incr NO WE 0.32 Horz(CT) 0.20 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 41 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP DSS TOP CHORD Sheathed or 5-5-5 oc purlins. BOT CHORD 2x4 SP No 2 'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 3-6 2x4 SP No. 1. 3-10: 2x4 SP No.3 MTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer Installation guide REACTIONS. (lb/size) 5=147/Mechanlcal, 2=422/0-11-5, 6=499/Mechanical Max Horz 2=144(LC 8) Max Uplift 5=-68(LC 8), 2=72(LC 8), 6=-77(LC 8) Max Grav 5=151(LC 13), 2=422(LC 1), 6=499(LC 1) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-12=-257/0, 3-4=-1156/145 BOT CHORD 3-8=-236/1109, 7-8=-237/1112 WEBS 4-8=0/356, 4-7=-1224/260, 2-11=-309/75, 12-13=-461/87 NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vosd=108mph; TCDL=4.2psf; BCDL=3 Opsf; h=15ft; B=4511. L=24ft; eave=4ft; Cal II; Exp B; Encl., 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.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 68 lb uplift at joint 5, 72 lb uplift at joint 2 and 77 lb uplift at joint 6. 6) 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: 1-2=60 Trapezoidal Loads (plf) Vert: 2=0(F=30, B=30)-to-3=-47(F=7, B=7), 3=-47(F=7, 8=7)-to-5=-148(F=44, 13=44), 11=0(F=10, B=10)-to-10=-16(F=2, B=2), 10=16(1`=2, B=2)-to-9=18(F=1, B=1), 3=16(F=2, 8=2)-to-6=49(1`=15, B=-15) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Verify design parameters and READ NOTES ON TNIS AND INCLUDED M1TEK REFERENCE PAGE 11411-747.1 rev. l av3/2018 BEFORE USE. Design valid for use only with MlTekm connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not • e truss system. Before use, the building designer must verify the appileabliny of design parameters and properly Incorporate this design Into the overall building design, Bracing Indicated Is to prevent buckling of Individual truss web end/or chord members only. Additional temporary and permanent bracing M iTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erectbn and DreUnq of trusses and truss systems, see ANS1rTPI1 Duality Criteria, DS049 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 Job Truss Truss Type Oty Ply Park Sq Hm/ 2091 Madrona A_C / Tray T12955051 P2091AC-T V1 VALLEY 1 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8 130 s Sep 15 2017 MTek Industries, Inc. Mon Jan 15 07:35:40 2018 Page 1 I D:gDyiuZDwOr112xygntYl3zgvcy-Oi2JSDOJeDCL33i7PRvORIDgOpZDuFOhXFTa9ZzvAjH 8-11-3 12-3.3 13.3.3 8-11-3 5.4-0 1-0-0 m rA Scale = 1,231 . 4x6 = 8 7 3x4 i 1.5x4 II 15x1 II 3x6 II LOADING (psf) SPACING- 2-0-0 cSl. TCLL 200 Plate Grip DOL 1.25 TC 0.54 TCDL 10.0 Lumber DOL 1 25 BC 0.33 BCLL 0.0 Rep Stress Incr YES WB 0.07 BCDL 10.0 Code FBC20171TP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Right 2x4 SP No 3 1-7-10 REACTIONS. All bearings 12-3-3. lb)- Max Horz 1=61(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 7, 8 Max Grav All reactions 250lb or less at Joint(s) 1, 5, 7 except 8=436(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-8=-283/133 DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) -0 00 6 n/r 120 MT20 244/190 Vert(CT) -0 00 6 n/r 120 Horz(CT) 0.00 5 n/a n/a Weight: 48 lb FT = 20% 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. 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=241111; eave=4ft; Cat. 11; Exp B; Encl.. GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-7-9 to 3-7-9, Interior(1) 3-7-9 to 6-11-3, Extenor(2) 6-11-3 to 10-1-9 zone;C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1 60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 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 100 lb uplift at joint(s) 1, 5, 7, B. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Vriry d-Ign paramatrs and READ NOTES ON TWS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MfTekm connectors This design Is based only upon parameters shown, and Is for an Individual building component, not • a truss system Before use, the bugdmg designer must venty the applicability of design parameters and properly Incorporate this design into the overall building design Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only Additional temporary and permanent bracing M iTe k' 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 ANSUTP11 Quality Criteria, DS049 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 2111 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36810 Job Truss Truss Type Oty Ply Park Sq HGV 2091 Madrona A C / Tray T12955052 P2091AC-T V2 VALLEY 1 1 Job Reference (optional) Mid-Flonda Lumber, Harlow, I-L D.13V s sep 1D zul / MI I eK mouslnes, Inc, mon Jan 73 ut aD:q i Lund rage I I D: W)DyiuZDwOrll2xygntYl3zgvcy-uvchfZPxP WKCgDHCz8O F_ymwXDyodt7gmvc7h7zvA4G 4-11-3 9.10.6 4 11 3 4 11-3 r 4x4 = 2 Scale = 1.180 4 2x4 % 1.5x4 II 2x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) n/a n/a 999 TCDL 100 Lumber DOL 1 25 BC 0.18 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-S LUMBER. TOP CHORD 2x4 SP No 2 BOT CHORD 2x4 SP No 2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=157/9-10-6, 3=157/9-10-6, 4=374/9-10-6 Max Horz 1=-41(LC 10) Max Uplift 1=-34(LC 12). 3=-34(LC 12), 4=48(LC 12) Max Grev 1=159(LC 21). 3=159(LC 22). 4=374(LC 1) FORCES. (lb) - Max Comp./Max Ten. - All forces 250 (lb) or less except when shown. PLATES GRIP MT20 244/190 Weight: 32 lb FT = 20% 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. 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 II; Exp B; Encl., GCpl=0.18; MWFRS (directional) and C-C Exterior(2) 0-7-9 to 3-7-9, Interior(1) 3-7-9 to 4-11-3, Exterior(2) 4-11-3 to 7-11-3 zone;C-C for members and forces 3 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 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 100 lb uplift at joint(s) 1, 3, 4. 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 M1TEK REFERENCE PAGE M11.7473 rev. 10/0312015 BEFORE USE. awaw • Design valid for use only with MITekV connector&, This design Is based only upon parameters shown, and Is for an Individual building component, not truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' 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 end bracing of trusses and truss systems, see ANSIRPI/ Duality Criteria, OSB49 and SCSI Building Component 6904 Parke East Blvd Safely Informatlon available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria. VA 22314. Temps, FL 36610 f v M Job ss Truss Type Oty Ply Park Sq Hm/ 2091 Madrona A C / Tray k T12955053 P2091AC-T VALLEY 1 1 Job Reference (optional Mid -Florida Lumber, Banow, FL. 8.130 s Sep 15 2017 MiTek Intlustnes, Inc. Man Jan 15 07:35 42 2018 Page 1 I D-NDyiuZDwOril2xygntYl3zgvcy-M5A4tuPZ9gS3lNsOXsyU WAJ7JdGhMAO_YyhDRzvAjF 2-11-3 5-10-6 2-11-3 2.11-3 Scale = 1 " 11 9 3x4 = 46 1-1 2x4 i 2 2x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 200 Plate Grip DOL 1 25 TC 0.11 Vert(LL) n/a n/a 999 TCDL 100 Lumber DOL 1 25 BC 027 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 000 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No 2 REACTIONS. (lb/size) 1=184/5-10-6, 3=184/5-10-6 Max Horz 1=-22(LC 10) Max Uplift 1=-31(LC 12). 3=-31(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown PLATES GRIP MT20 244/190 Weight: 16 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-10-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 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.OpsY h=15ft; B=4511; L=24ft; eave=4fl; Cat. 11; Exp B; Encl , GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl 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 tell 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 100 lb uplift at joint(s) 1, 3 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING- Varlfy doslgn paramalsra and READ NOTES ON MS AND INCLUDED MITEX REFERENCE PAGE M11.7473 ray. f OM31201tb BEFORE USE. Design valid for use only with MRekm connectors This design Is based only upon parameters shown, end Is for an Individual building component, not • 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 indicated Is to prevent buckling of Individual truss web and/or chord members only Addslonal temporary and permanent bracing M iTe k' 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 ANS1ITPII Quality Criteria, OSB-69 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N Lee Street, Sude 312. Alexandria, VA 22314. Tamps, FL 36810 Symbols PLATE LOCATION AND ORIENTATION 314' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0 -1T16" I For 4 x 2 orientation, locate plates 0- %d' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20120 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. Indicates location where bearings supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 1 dimensions shown In ft-in-sixteenths Drawings not to scale) 2 3 BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are In accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. 2012 MiTek® All Rights Reserved MM W1 0 MiTek MiTek Engineering Reference Sheet. MII-7473 rev. 10/032015 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See SCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or aftemative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property, owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSIrrPI 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 speed. 13. Top chords must be sheathed or purtins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or after truss member or 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. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSIrrPI 1 Quality Criteria. 0 W H O Z W LL w O W J Z Q Z Q w m Q O J W Q Z O JJ Q JJ Q GARAGE I I 19'- 4" I T- 0' RE 5'- 4' 13'- 4" I I 1 I APPROVED TRUSS ANCHOR BY BUILDER PLUMB CUT OVERHANG HEEL HEIGHT = 2 x 4 BOTTOM = 2 x 4 TOP= 2x4 12 / 6.0 Ppp' C I 12 i o 12" J TRI 1SS FNin nF=TAII J L 4 - HUS26 1 - PLY HGR O 1 - HGUS26-2 2-PLY HGR MID - FLORIDA LUMBER ACQUISITIONS BARTOW. FLORIDA TRUSS LOADING CONDITIONS ROOF TRUSSES I FLOOR TRUSSES TOP CHORD LIUE 200 ITOP CHORD LIVE: 40.0 TOP CHORD DEAD 10.0 (TOP CHORD DERD 100 BOTTOM CHORD DERD• 100 (BOTTOM CHORD DEAD 5.0 TOTAL LORD (PSF) 400 ITOTRL LORD (PSF) 55.0 STRESS INCREASE 125 ISTRESS INCREASE: 1.0 THIS TRUSS SYSTEM HAS BEEN DESIGNED WITH LORDS GENERATED BY 140 MPH WINDS USING 4 2 PSF TOP CHORD DEAD LOAD AND 30 PSF BOTTOM CHORD DERD LORD 0 MILES FROM RIMCANE CCEANLINE. CRT II EXP B D1SCE 7-101 2091 - A or C lPark Sauare Homes 12" TRAY CLG. Madrona - A or C P2091 AC WA p 1-10-17I Bmax f RFCOi COPY n City of Sanford Building and Fire Prevention Product Approval Specifica ' n/,, rm SANFORD Permit # # 1 8- 2 5 2 1 0 Art1=" Project Location Address2 Q / ' Jg - I. -I As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging Therma - Tru Single Door FL8871.5 Sliding MI Windows and Doors Series 420 Alum SGD - 2 Panel FL 15332.4 Sectional Clopay Building Products 94rr40-W4 FL15279.20 Roll U Automatic Other 2. Windows Single Hung MI Windows & Doors Series GA 185 Aluminum SH Fl- 17499.2 Horizontal Slider Casement Double Hun Fixed MI Windows & Doors Series GA 185 Alum Picture Fixed FI-15349.1 Awning Pass Through Projected Mullions MI Windows & Doors 5764 Verical Alum Mullion FL 15353.2 Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding James Harding Bldg Products Hardie Panel FL13223.2 Soffits Aluminum Coils, Inc Coils / Soffits FL12194.1 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles IKO Industries, LTD Asphalt Shingles lCambridge FL7006.1 Underla ments Warrior Roofing 15 and #30 Roofing Fell FL2346.1 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coatin Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 C-C,de"V Po f Florida Building Code Online 1lttps://www.floridabui Iding.org/pr/pr_app_dtl.aspx?param=%vGEVX... 4 BCTS Home I lug In I User Reglstration I Hot Top CS I Submit Surdiarge { Stats A Facts Pubikatiorts FBC Stag ( BCLS Site Map Links I Search 1 Florida a, -p, r t+_I ProductApproval lea— USER: Publk User Produ --AppiovJ Menu > Product or Appl¢atlon.Sealch > apMcatlon L'st > AppBcatbn Dean FL # FL8871-RB Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 industrial Drive Edgerton, OH 43517 419)298-1740 rickw@rwbldgconsultants.cam Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email QUallty 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. Schmldt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) FL887L RQ-.CO)_C'2) Cerllficate or 1ndep_Q cignce.odf Standard ASTM D1929 ASTM D2843 ASTM D635, ASTM E1300 ASTM E84 ASTM G26 TAS 201, 202, 203 Year 1996 1999 2003 1998 2000 1995 1994 I of 4 1 4/ 15/2018, 4:50 PM Florida Building Code Online Ire littps://www. floi-idabLiitdiiig.org/pr/pr—app_dtl.aspx?param=wCiEVX... Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Florida Licensed Professional Engineer or Architect FL8871 R8_Eouiv (b) Eoglvalencv of StapddlQL.e-df Method 1 Option D 10/ 17/2017 10/ 17/2017 10/ 19/2017 12/ 12/2017 Summary of Products Number or Name Description 8871. 1 1-- a. "ClassicCraft Rustic" Series 13'6 x WO "Impact" Opaque Fiberglass Radius Top Single Door X) - Inswing or Outswing Limits of Use Installation Instructions j Approved for use in HVHZ: Yes FL 871 RB 1t C1j)j_nst 8871.1.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 8871.1 for Design Pressure Ratings by FL8871 R8 AE (b) Eval 8871_1.pdf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation Instructions. 8871. 2 b. "Class[cCraft" or "Class c aft Rustic" Sees Series x 8'0 "Impact" Opaque Fiberglass Single Door (X) InswingorOutswingI Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R-9II fb) Irst PER 1-2 Qdf 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 Other: See INST 8871.2 for Design Pressure Ratings by Evaluation Reports FL8ffLj—R8 AFL Eval_8871.2. _I specific Model and for any other additional use limitations Created by Independent Third Party: Yes and Installation instructions. 8871.3 c. "ClasslcCraft" or "ClassicCraft 3'6 x 8'0 "Impact" Opaque Fiberglass Single Door with Rustic Series Sidelite (OX or XO) Inswing or Outswing Limits of Use — Installation Instructions Approved for use in HVHZ: Yes PL4871 R8 If (b) Inst 8871.3.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.3 for Design Pressure Ratings by FL8871 R8 AE b) Eval 887].3.pdf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation Instructions. (For FlberClasslc and SmoothStar sidelites, this product approval requites the use of "1" part numbers for these sidelites, which have been stained or painted within six months of Installation.) 8871.4 I d. "ClassicCraft" or "ClasslcCraft 3'6 x WO "impact" Opaque Fiberglass Single Door with Rustic" Series Sidelites (OXO) - Inswing or Outswing i- - - — —1- --- -- -- Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R8_II (b) Inst 8871.4.Q—df 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 FL8871 RB AE (b) Eval_8871.4.Q—df 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 i of "1" part numbers for these sidelites, which have been 2 of 4 4/15/ 2018, 4:50 PM Florida Building Code Online Ilttps://www. floridabuiIding.org/pr/pr_app_dt].aspx7param=wGEVX... or painted within six months of installation.) Irstained 8871.5 e. "FiberClassic" or "SmoothStar" 3'0 x 8'0 "Impact" Opaque Fiberglass Single Door (X) - i1 Series Inswing or Outswing Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL91371 R8_II (b) lnst 887L .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 8871.5 for Design Pressure Ratings by FL.8871 R8 AE (W Eval 8871.S.pdf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and Installation instructions. 8871.6 f. "FiberClassic" or "SmoothStar" 3-0 x 8'0 "Impact" Opaque Fiberglass Single Door with 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 8871.6 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 "J" part numbers for these sidelites, which have been stained or painted within six months of installation.) 8871.7 ^- g. "FiberClassic" or "SmoothStar" - Series 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 8871.7 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation Instructions. (For FiberClassic and SmoothStar sidelltes, this product approval requires the use of "J" part numbers for these sidelites, which have been stained or painted within six months of Installation.) 8871.8 1 h. "FiberClassic", "SmoothStar", ClassicCraft" or "ClassicCraft Rustic" Series 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 8871.8 for Design Pressure Ratings by specific Model and for any other additional use limitations and Installation instructions. 8871.9 I. "FiberClassic", "SmoothStar", I "ClassicCraft" or "ClassicCraft Rustic" Series Limits of Use Approved for use in HVHZ: Yes I Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8871.9 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 "J" part numbers for these sidelites, which have been stained or painted within six months of installation.) Installation Instructions E0871Inst 8£i7J_1522 j Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FLf; 8,11t R8 AE (b)-EVd1897 E,P_df Created by Independent Third Party: Yes 3' 0 x 810 "Impact" Opaque Fiberglass Single Door with Sidelltes ( OXO) - Inswing or Outswing Installation Instructions FL@13_ 71 RBJ_1_(b) Inst 8871.7•p0f Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports F- 4@871 RB AE-(bl_F—va16 1.7.pdf Created by Independent Third Party: Yes 1 6 0 x 8'0 "Impact Opaque Fiberglass Double Door (XX) - Inswing or Outswing Installation Instructions FLB$ 71 RU II_(b)-last aQ7>L.B.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL8871 R8 AE_(-) Eval 8871_8.p4f Created by Independent Third Party: Yes 6' 0 x 810 "Impact" Opaque Fiberglass Double Door with I Sidelites ( OXXO) - Inswing or Outswing Installation Instructions FL8871 R8 II (b) Inst-8871. .P—df 1 Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL8871 R8 AE ( Eval 8877I2 Z Created by Independent Third Party: Yes I Falk Ne:r 3 oF4 4/ 15/2015.4:50 PM Florida Building Code Online https://www.(loridabuilding.org/pr/pr_app_dtl.aspx?pamm=wGEVX... i act us ::.jfiQl Blak Stone Road. TalWhassee FL 3239$ Phone: 850-487-IM The State of Florida is an AA/EEO employer Copvdnht 2007-201z State of Florida :: EWl;y_StatSOlfllt :: Ar,4Sssbllty Statement:: Refund Statement Under Florida law, email addresses are public records. If you do not want your a -mat address released In response to a pubac-rerllyds request, do rot send electronic mail to this entity. Instead, Contact the once by phone or by traditional mall. If you Irdve airy queslons, please contact e50.457.1395. '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 emal address f they have one. The emalls provided maybe used for official communication with the kensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an emall address which can be mode available to the public. To determine ( you are a bcensee under Chapter 455, F.S., please cock DGtg-. Product Approval Accepts: MM ® Credit Card Safe 4 of 4 4/15/2018, 4:50 PM THERMAITRU @ THERMA TRU DOORS 1 16 INDUSTRIAL OR., EDGERTON, OH 4351 7 SMOOTH STAR & FIBER CLASSIC FIBERGLASS SINGLE "IMPACT" DOOR w/ "NON -IMPACT" SIDELITE INSWING / OUTSWING GENERAL NOTES 1. This product has been evaluated and is in compliance with the 61h Edition (2017) Fonda BuSding Code (FBC( structural requirements Inducing the" Igh Velocity Hurricane Zone' (HVHZ(. 2 Product anchors shod be as listed and spaced as shown on detail Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the ?NHt the opaque door compiles wgh Section 1626 of the Florida Bukding Code and does notrequIaanimpactresistantcovering. The non4rnpact sidefite must be protected wflh an impact resistant covering complying with Section 1676 of the FBC. 4. When used in areas outside of the HvHr requiring wind home debris protection. the opaque door compiles with FBC Sections 1609.12 R R301.2.12 and does not require an Impact resistant covering. The opaque door meets missile levelD' and Includes Wind Ione 4 as defined in ASTM E 1996 and FBC Sections 1609.122 S R3012.111. The non-unpact sidelites must be protected with an impact resistant covering complying with FBC Sections 1609.12 B. R30121.2 S. For 2x stud framing construction. anchoring of these units shag be the some as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing requco further engineering analysis by a licensed engineer or registered architect. 7. Oulswing configurations using coastal s8 item #4 under active doors. and all sills used under the sideites. meet water Infiltration racpkemenls for'HVHr. 8. Irsswing configurations and outswing configurations using still item 05 under the door do rat meet the water Infiltrationtedby arequirements l non -habitable beinstalledonlyInverhang or canopy such that theangle between ttheedgeof annoy or ooverhang to sic is less than 45callons tdegrees. TABLEOF CONTENTS DESCRIPTION Typical elevations, design pressures 6 general rates Door panel deldis (Smooth star) M Docpaneldetails (fiber classic( Sldegte panel detailHorfrontal cross sectkxs6Vertical coos sections 7 Vertical u 35 sections 8 Buck and Imme anchoring • 2X buck masonry constnrdbn 9 Frame anchoring - IX buck masonry construction 10 Components 6 Glaring detail I I 11 of Aloterids 54-75- MAX O.A. FRAME WIDTH 37.75' MAX. 15s0" MAX. FRAME WIDTH FRAME WIDTH 36A L WIDTMAXH J PANEL WIDTH I WIDTH PANEL WIDTHPANELs = m M x sazz rP Off• L O O OVERALL bdIGN, PRESSURE.(PSF)_ DOOR TYPE SWING_ FRAM _; POSITIVE=' NEGATNE DIMENSION.. INSWING54. 75' x 98.D0' 60.0 60.0 SMOOTH OUTSWING 4. 75' x 96.50' 65.0 65.0 STAR INSWING54. 75" x 98.00' 60.0 60.0 FIBER OUTSWING 54. 75" x 96.SO, 65.0 1 -65.0 CLASSIC SeeSheet 10 for design pressure anrranwn. rrrll 111p1 N E N. T.S. Err. DWS m Ern LFS i rsm FL- 8871. 6 0 c 44 46 q7 4T EXTERIOR 47 r I INTERIOR 1 HORIZONTAL CROSS SECTION z L DETAIL A -A J b 0 0 Steyr stor 0000000000000000000000000000000000000000000000000000000000010-1 000000000000000000000000000000000000000000000 00000 0.000000 a 00000 0000000000000000000000000000oo, 0000.0. 00.0.000 0.00000 0000o00o DETAIL A -A Panel rein =ement 4AY TYP. 477 CORNERS uOFPANELo. I LOC 2 1 M HINGE IE ,u. To 28.86%OPEN AREA MAX EXTERIOR INTERIOR 2 VERTICAL CROSS SECTION 2 z mn1^1 1 . MnfV I01 05 22 08 z e N.T.S. 0 rn: DWS m er LFS 3 MID rxL. 0 FL-8871.E °o 2 0r 11 67 61 EXTERIOR 66 L DETAIL A -A J R PANEL G 60 FOw , 000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000 o00co0000 O 00000 0000000000000000000000000000000000000o0ooc0000000000 000.0000 DEVIL A -A Panel reinforcement ME 4y'11 28.86% OPEN AREA MAX. INTERIOR 1 HORIZONTAL CROSS SECTION 3 ME EXTERIOR i i J DAP 111• A U 2.0 Z V to 9m@W ma0 IL ngy m y C YI lZ&-' INTERIOR VERTICAL CROSS SECTION 3 L. N.T.S. er DWS Ely. LFS MG N0: FL-8871.6 rr 3 or 1 r 13.75' MAX. PANEL WIDTH f Ole, 1 d m f e a t 1f b u sloe rANTSL 71 TO IL SdeSte 7z SdefBe f--1.53' --i O 73 QO RAIL Sbellte 9' MAX. DL EXTERIOR J INTERIOR `J 1 HORIZONTAL CROSS SECTION 4 IClassic craft a ablic) T' MAX D.0 EXTERIOR INTERIOR 2 HORIZONTAL CROSS SECTION 4 R— classic) I'MAX. D.L. EXTERIOR INTERIOR 3 HORIZONTAL CROSS SECTION q (Smooth star) D(TERIOR INTERIOR EXTERIOR INTERIOR 9 EXTERIOR L iF//7 g V f CF zn zzD o o d ` O N •; Z o49 AZdANero9F. oa m cram23V o Sp¢ o '1i INTERIOR 0 40 73 73 73 sc N.T.S. s1r. D— a+K Dr. LF S micros '" 4 VERTICAL CROSS SECTION 5 VERTICAL CROSS SEC17ON 6 VERTICAL CROSS SECTION FL_8871.6 4 ICiosstc Croft 6 nahc) 4 (Fiber classic) 4 (Smooth star) WM 4 OF 1 a 0 e 1, a 1-1 /4"MN EMB. PP. E a 1 HORLIONTAL CROSS SECTION clstoapp,ed - ruwng 4 HORIZONTAL CROSS SEC7ON Shownw/lxSUO-M lc 2 HORIZONTAL CROSS SECTION Vhrndvn-hwtrt9 3 HORIIONTAL CROSS SECTION oOEuttsMingg site -Inswt g 0. o O; J n aZ 00r:o UN•: i Em cmOcwQJa aaWm LLi000o111 9 SUL N T.Sw 1-I/4"MIN. ona cr DWS m EMB. PP.) c nL Sr. LFS mw c rm: a FL-8871.6 T 0 s¢rr or -LL A IF EXTERIOR i"`%j" INTERwK I1 VERTICAL CROSS SECTION Q:J= n- frsswtng EXTERIOR Lazo oVt_ INTERIOR EXTERIOR %t- INTERIOR 2 VERTICAL CROSS SECTION 6 Shawnw/Ixsubbuck EXTERIOR TION 5 VERTICAL CROSS SECTION G tnswing configuration 1 see general notes sheet 1 for _Z water Inidtrafmn INTERIOR IN T ERIOR 4Q M to PL Q;: O e o ups J G C 0 EXTE N fill r N 8 Nmi p z°S L y porgy p C W cidao 60 Y m i 31 VERTICAL CROSS SECTION C i 1 puhv ing conrMaotmn J ses ggeeneral rotes sheet 1 ta'HVHT water 3trofion requkements INTERIOR EXTERIOR L. N.T.S. ar. DWS Err. LFS ec so: FL-8871.6 0 6 or i I M rn = 70 9 8 cV EXTERIOR INTERIOR 1 VERTICAL CROSS SECTION 7 Oufswing sh - hawing also approved EXTERIOR INTERIOR 4 VERTICAL CROSS SECTION Iru VF confguration EXTERIOR'- INTERIOR 2 VERTICAL CROSS SECTION Slwwnwllxsub•buac EXTERIOR INTERIOR 5 VERTICAL CROSS SECTION vtvffg configurokn d 4m w INTERIOR 3 VERTICAL CROSS SECTION 7 Ouhwing conflgruotion INTERIOR EXTERIOR zz m E F , . v v 6 VERTICAL CROSS SECTION 7 outswing contlguratlon BIr=1a:):l=1 I I z o n z r' 1 N QQ 0 0 2 h N - 0 e 05 22 OS 2 L. N.T.S. ' er: ows ec LFs a mm ua m FL-8871.E ca v 7 of, IL o S4. TYP. HEAD &IIMASONRY) OPENING JAMBS II TMULLIONII SHOWN FOR I IjjjREFERENCE T ONLY I t: I I O N 0 u 1 2X BUCK 20 II II F C BUCK ANCHORING 9 CONCRETE ANCHOR NOTES: C 1. Concrete anchor locations at the comers may be adusted to matnta7n the mh edge distance to mortorJolnts. 2 Concrete anchor locations noted as "MAX. ON CFNTEr must be adjusted to maintain the min. edge distance to mortar Jotr>f:, addrtiomd concrete anchors may be required to ensure the "MAX. ON CENTER• dirnension are not exceedec 3. Concrete anchor tabte: Zi 2 r TYP. HEAD S J L MASONRY JAMBS IOPENING 0 i cL: L= FRAME L TYP. Er 2X BUCK I MULLION K 1 i I F TYP. SILL 1— TYP. SILL HINGE JAMB FRAME ANCHORING STRIKE JAMB Masonry 2X buck construction ANCHOR- ANCHLSR. MTN.=,<_:; MIN: CLEARANCE romdsoMiir : CLEARANCE io4Li,IACENT,` BEDMEM:.':-ANCHOR--=_ ITW 114' 1.1/4" r 4' iAPCONo CO o 1/4- ULTRACON WOOD SCREW INSTALLATION NOTES: 1. Maintain a minimrm 5/B" edge distance, Vend distance. G 1' o.c. spodng o1 wood screws to Prevent the splitting of wood. r HINGE DETAIL T Z a••Oti CP maai. Eo= 7a LATCH A DEADBOLTDETAIL E. N.T.S. DWS BY. LFS ND: FL-8871.6 8 Q 11 T THIS ANCHOR REG'D • ONLY WHEN DP > b0.0 PSF J• cli 3. 1 F1 TYP. HEAD d T CV JAMBS N i MASONRY I OPENING t„ IIIL O FRAME G 1X BUCK MULLION Q LK I I TYP. SILL M. SILL L e0 HINGE JAMB CONCRETE ANCHOR NOTES: FRAME ANCHORING I. Concrete anchor locations of the comers may be adjusted to maintain the min. yasplyy IX tuck conslructbn edge distance to modarjoints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to morfor joints. additional concrete andwrs may be required to ensure the "MAX. ON CENTER' dimension are not exceeded. 12 3. Concrete anchor table: MIN. CLEARANCE. MIN. CLEARANCE ANCHOR ANCHOR M.' t:_ TO.MASONRY' TO.:ADJACEM: , 1YPE;; : Sf E" -. EMBE M _ : i'EDGE,''..• i::ANCHOR ";; •_ IX 1-1/4" 2" TAIT Ne WOOD SCREW INSTALLATION NOTES: y1. Maintain a minimum 5/8'edge amonce. 1' end dhtance. d I' O.C. sparing o1woodscrewstopreventthesplittingofwood. 0 T_ I STRIKE JAMB LATCH A DEADSOLT WALL HINGE DEWL QA.............. n j 00 Z m R E9 O G Z Em = m cS9 mars Z O E r! I? SR¢IS-1 i I I m in a n_mnHG 1 O O N O na—z u° 05 22 08 i E N.T.S. ° er 13M o Err. LFS 3 40 I4: FL-8871.6 °o0 a for 11 p" 4 f 4.5T i L 4 THRESHOLD Outswtg caastal THRESH0 um Ang adJuslade SJS O f I S THRESNOI0Outsvkgstandard 20 WINING WE Spaasr 1/7' GLASS 3/4" THK. BITE I-- GLASS 1/8-TEMP AIR SPACEVEE 1 /8- TEMP. SWIGGLE GLAZING 24 SPACER GI GLAZINGDETAIL31' irmllated glow r 58T i ESHOl0 Incwtrlg sell-adJust 4 S.B3" 6 THRESHOLD tnwtg MAX. DESIGN PRESSURE _ +J 50 PSF z14• 1 YI INS GSIDEITIESpacer G1 GLAZING DETAILI'...d gas I' THK. GLASS 1/8-TEMP. AIR SPACE 1/8-TEMP. GLAZING r I T 202 OVWNG SfDEUTESpacer 7/167 GLASS BITE G3 GIAlJ O AfL I?hmhned g 1 /2• W. GLASS 118' TEMP. AIR SPACE 1 /8- TEMP. 25'STEEL INTERCEPT SPACER 0 CJQ oz L- N.T.S. o.c. m O WS O¢. er. LFS FL-8871.6 a 10 av 11 uz 0 Florida Building Code Online https://www. floridabtiild ing. org/pr/pr_app_dtl.aspx?param=wG EVX... i lip • Rogulation BCIS Home I tog In User Registration I Hot Topics I Submit Surcharge I StaLs h Facts I publications FBC Staff I BCIS SO Map 1 Unks Search FI litla rawl j I Product Approval USER: Public User OVAgd AOOIOVaI Menu > Product or AoolicatbrLSial[h > 612*atbn Iasi > Appamtion Detail FL # F1-15332-114 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email M1 Windows and Doors 650 West Market Street Gratz, PA 17030 717)365-3300 Ext2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@mlwd.com Category Exterior Doors Subcategory Sliding 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 Luis Roberto Lomas the Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence EI MN—RIL-CQI FLCOLPA Referenced Standard and Year (of Standard) Standard AAMA/WDMA/CSA 101/l.S.2/A440 Equivalence of Product Standards Certified By Sections from the Code Year 2008 I of 3 4/ 15/2018, 5:08 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVX... Product Approval Method Method 1 Option D Date Submitted 08/11/2017 Date Validated 08/13/2017 Date Pending FBC Approval 08/15/2017 Date Approved 10/10/2017 Summary of Products - ----- --------------- __--- j FL # Model, Number or Name Description i 15332.1 j SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 145-3/4"xB0" NON- REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 t4 II QH_OOSOOE.pdf 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 F115332 R4 AE_51QBtL7D;pQf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.2 i SERIES 420 ALUMINUM SGD I SERIES 420 ALUMINUM SGD OX, XO, XX 96"x80" NON - REINFORCED I i I Limits of Use I Installation Instructions Approved for use in HVHZ: No F4-15j32-M-Ii_0jEQQ498E.Rtff 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 FL15332 R9 AE 5jQ0OSD_pdF PRESSURE RATINGS Created by Independent Third Party: Yes 15332.3 SERIES 420 ALUMINUM SGD 420 ALUMINUM SGD REINFORCED OXO 1REINFORCEDI SERIES 145-3/4"x96" Limits of Use Installation Instructions Approved for use In HVHZ: No FL15332 R4r{ Qp_QZ24 3C•pdf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 I Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FJ ].533Z_g4 AE_51z968C.pdf PRESSURE RATINGS -- Created by Independent Third Party: Yes 15332.4 - - SERIES 420 ALUMINUM SGD— I SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XXIREINFORCEDI96"x96" Limits of Use I Installation Instructions Approved for use In HVHZ: No FL15332 94_II 00-0.Z24%;.P_df 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 FL15332 R4 AE 512969C. dfdf PRESSURE RATINGS I Created by Independent Third Party: Yes 15332.5 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED XXX 143"x96" 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 { 15332.E -- I SERIES 420 REINFORCED ALUMINUM SGD Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Installation Instructions FL15332 R4 II 08-02250C.pdF Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15 32R4 AE 512970C.pdf Created by Independent Third Party: Yes SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX- 96"x96" Installation Instructions FL 1533ZA 1 11 0_0_:.Q9A`fE•.I0f Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes 2 of 3 4/15/2018, 5:08 PM Florida Building Code Online hM)s://www.iloridabuiIding.org/pr/pr app_dti.aspx?param=wGEVX... Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL-15332 R4 AE 510806D_pdf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.7 SERIES 420 REINFORCED SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96" I ALUMINUM SGD -- - 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 15332.8 I SERIES 430/440 ALUMINUM SGD i 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 15332.9 SERIES 430/440 REINFORCED ALUMINUM SGD------- 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 FL153-32—R4 It 08-O0_501 E.pdj Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 AE 510800D.pdf Created by Independent Third Party: Yes SERIES 430/440 ALUMINUM SGD XXX 143"x80" NON - REINFORCED Installation Instructions Flo 15322_RA—I l 08-00502 E,12dt Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports ELI533Z_R4 AE__51Q809U.pdr Created by Independent Third Party: Yes SERIES 430/440 REINFORCED ALUMINUM SGD XXX 143"x96" Installation Instructions FLIS332 R4 II 08-00503E Qdf Verified By: Luis Roberto Lomas 62514 Created by independent Third Party: Yes Evaluation Reports EUM-32_R4 A _51 itia9Q.Ddf Created by Independent Third Party: Yes Bark went Conlacl Us:: 2601 Blair %ona Read Th ahass F 3239Q Phone: 850r482_10ZI The State of Florida is an WEED employer. Logyd9ht 2007-2013 Stale of Florida.:: Pmacv Statement :: Accessubaty Statemen--Wp Under Florida law, email addresses are public records. If you do not want your a -mat address released In response to a public -records request, do not send electronic mall to this entM• instead, contact the office by phone or by traditional mall. 0 you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(I), Flonda Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an emal address r they have one. The emais provided may be used forofreal communication with the licensee. However emal 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 I you are a licensee under Chapter 455, F.S., please dick hM. Product Approval Accepts; Q giam dial Credit Card Safe 3 of 3 4/ 15/2018, 5:08 PM NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE 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. ALLOWABLE 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 CALCULATIONS. 5. FRAME MATERIAL• EXTRUDED ALUMINUM 6063—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. B. 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" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT, 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION 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=0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 .048' THICK MINIMUM SHEET NO. 1 NOTES 2 ELEVATION 3 — 9 INSTALLATI TABLE OF CONTENTS DESCRIPTION DETAILS REYL90N7 DEw11Pf ON DATE APPROVED ADDED CHARTS 03/06/12 R.L REVISED PER NEW TESTING 10/15/13 R.L. ADDED FLANGE INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 08/05/15 R.L. REVISED INSTALLATION DETAILS 06/22/17 R.L. SIGNED: 06/22/2017 MI WINDOWS AND DOORS LLC w i1[Io/7j, 650 WEST MARKET STREET J 5 • 4f GRATZ• PA 17030 OFIV J oy6 5/1 *' SERIES 430/440 XIX SOD 143" x 96" REINFORCED y,su i7(,(fr' NOTES Ao``• SSTATE OF , i (Cs. 10R10r 7i/ DRAWN: OwO R0. REV EF.A. 08 03 IONA 1?\\ Luis R. Lomas P.E. w1E s00NTS02/23/09 1 OF 9 L ROBERTO LOADS RE 1a32 WOODFORD RD LEWISVILLE, NG 27023 FL No.: 62514 34-M.o609 Abriu spMnope to'^ c 143" MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART 13 FOR NUMBER OF LOCATIONS 17, REQUIRED -{ F 6' MAX 6' MAX j - IO.C. 6' MAX I 17' MAX O.C. 96' MAX FRAME HEIGHT L 6" MAX X SERIES 4301440 XIX SGD EXTERIOR WEW DESIGN PRESSURE RATING IMPACT RATING t40.OPSF NONE SEE CHARTS YI AND g2 FOR OTHER UNITS RATINGS NOTES- 1. MAXIMUM PANEL SIZE: 48 1/'x 95' 2. MAXIMUM D.L.O.. 44 31x' x 90 SIB' HARDWARE SCHEDULE 1) FLAT MOUNTED HANDLE SET (9644-145) AT 37 3/4. ON CENTER FROM PANEL BOTTOM 1) METALLIC TANDEM ROLLERS (99-17.195) AT EACH END OF PANEL BOTTOM RAILS ALUMINUM 6085-TB REINFORCEMENT (688) AT ALL PANEL INTERLOCKS ALUMINUM 6063T5 REINFORCEMENT (4237) INTERLOCK ADAPTOR AT INTERIOR FACE OF OPERABLE PANEL INTERLOCK REV DFSCRIPT10N OATS I APPRMW A ADDED CHARTS 03/06/12 R.L. 6 REVISED PER NEW TESTING 10/15/13 RL C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. CHART II WHERE WATER INFILTRATION RESISTANCE IS REQUIRED SEE NOTE 9 SHEET I Design premrre chart (psO Fnne S Panel ono Total Fame 1A+oth n) Heignt n) 30.0 1 36.0 420 1 47.7 90.00 108.00 125.00 143.00 PCs Nag Pos Nag Pos Pos Nog 94.0 40.0 60.0 400 57.9 40.0 400 48.0 SLO 400 fi0 0 400 54.6 40.0 52. 400 45.0 2.0 40.0 59.6 40.0 51.7 40.0 40.0 42.3 96.0 40.0 1 56.6 40.0 1 49.0 40.0 43.7 40.0 40.0 CHART 87 WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED SEE NOTE 9 SHEET 1 Design pressure chart (psn Fram1 Single Panel and Total Franc VNCh n) Haigh, n) 30.0 36.0 42.0 47.7 90.00 108.00 126.00 143.00 Pm Np Pos Nog PCs Nag Pas Nag b4.0 60.0 60.0 57.9 57.9 52A 52.0 43.0 43.0 88.0 60.0 60.0 546 54.6 46.9 48.9 45.0 45.0 2.0 59.6 59.6 51.7 51.7 46.1 AI&I 42.3 42.3 88.0 56.6 56.6 49.0 49.0 43.7 43.7 400 40.0 CHART k Numbor of anchor looatfons roqulred Fern SMP Panel and Total Frame Moth n) Trams04 n) 30.0 90.0 no 108.0 42.0 126.0 47.7 143.0 His Jamb FI85 Jamb H85 Ijamb HIS I Jamb 94.0 6 1 6 7 6 e 6 9 6 88.0 7 6 7 6 8 6 9 6 910 7 6 7 1 6 8 6 9 6 96.0 7 6 7 1 6 8 6 6 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGD 143" x 96" REINFORCED ELEVATIONS DRANK: D+/a NO. F.A. 1 08-00503 SCALE NTS I D- 02/23/09 1 6HFF12 OF 9 L ROBERTO LOURS P.E 1432 WOODFORD RD LEVILSVALE. NO 27023 434-M-M0 dit"WSVftlWn2sP& n SIGNED: O6t22/2017 1R I IL 0 iiFS1CORIDP•\' G A 11 a\\ Luis R. Lomas P.E. FL No.: 62514 1/2• MIN. I EDGE DISTANCE 1 3/8" MIN. WOOD FRAMING EMBE MENT OR 2X BUCK BY OTHERS 1 3/8' MIN. 1/4" EMBEDMENT MAX. SHIM 1 10 WOOD SPACE 1/2" MIN. SCREW EDGE DISTANCE 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II II II II 11 11 INTERIOR LUIJL UIZiN " VERTICAL CROSS SECTION VIODO FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. Z PERIMETER AND JOWT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE MTH ASTM E2112 10 WOOD SCREW 3E SET IN F APPROVED MIN. RENT WOOD FRAMING OR 2X BUCK BY OTHERS REVISIONS REV DESCRIPTION DATE I APPROVED A ADDED CKARTS 03/06/12 R.L. 8 REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/05/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 R.L. 1/4" MAX. E I REVISED INSTALLATION DETAILS 06/22/17 R.L. SHIM SPACE j INTERIOR EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR ZX BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/440 XIX SGD 143" x 95" REINFORCED FRAME INSTALLATION DETAILS DRAM DrvD Oq. F.A. 08-00503 sauE NTS DAh 02/23/09 1 SHEE3 OF 9 L ROBERTO LOLIAS P.E. 1432 WOODFORD RD LEWISVRIE, NC XOM A34.M-0609 danasgowm ..wm SIGNED: 0612212017 iLr0 GENg' 0 5# pTATE OF ; O •. . 10NALIE G\\\ Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 110 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2' MIN. -{- EDGE DISTANCE I I 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES' 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARrTY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 4111111, REASOIG REV DESCRIPTION GTE APPROVED A ADDED CHARTS 03/06/12 R.L. 1/4' MAX. B REVISED PER NEW TESTING 10/15/13 R.L. SMM SPACE C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 R.L. I 1/4" MAX. E I REVISED INSTALLATION DETAILS 06/22/17 1 R.L. I I SHIM SPACE _ 1/2" MIN. AS OR EDGE DISTANCE INTERIOR I RILLING I O J Fi jJ 10 SMS OR F111 SELF DRILLING I SCREWS J L TO BE SET IN BED OF APPROVED LANT METAL STRUCTURE BY OTHERS EXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE" INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/440 XIX SGD 143" x 95" REINFORCED FRAME INSTALLATION DETAILS DM": Owc ND F.A. 08-00503 SCALE NTS o`h 02/23/09 —4 OF 9 L. ROBERTO LOWS P.C. 1432 Wp0OFORO RO LEYASVILr.E. NC 27023 cU-60.0 os ea Ns@1A mm SIGNED: 0612212017 SI R1 I ILrO i ter •GENS•9cP Orz o COR10P'•G? SS NA'tE Luis R. Lomas P.E. FL No.: 62514 1 1/2" MIN. I" MIN. SEPARATION EDGE DISTANCE e ' 1 1/4' MIN. EMBEDMENT CONCRETE/ MASONRY BY OTHERS OPTIONAL IX BUCK TO BE 1/4" MAX. PROPERLY SHIM SPACE SECURED SEE NOTE 3 SHEET 1 3/16" TAPCON 3/16' TAPCON MASONRY/ CONCRETE BY OTHERS EXTERIOR INTERIOR 1 1/4' MIN. 1/4" MAX. EMBEDMENT SHIM SPACE MIN. ' EDGE a DISTANCE INTERIOR 3" MIN. SEPARATION . 3/16" TAPCON SILL TO BE SET IN , , EXTERIOR A BED OF APPROVED SEALANT CONCRETE/MASONRY BY OTHERS T r ° • 1 1/4' MIN. EMBEDMENT j e •. 2 7/8' MIN. , 1' MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEIMASONRYINSTALLAnON KEIISKM REV DOCRFMN GTE APPROVED A ADDED CHARTS 03/06/12 R.L B REVISED PER NEW TESTING 10/15/13 R.L C ADDED RANGE INSTALLATIONS 12/08/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 08/22/17 R.L. 0[! 110 J JAMB INSTALLATION DETAIL r noNOPTIONAL1XBUCKCONCRETERNASONRYINSALLA TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 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 TM E2112 SIGNED: 06/22/7017 MI WINDOWS AND DOORS LLC 650 WEST P.tiICo GRATZ, MPAKET117030REET J\S\r,EN•rF9' SERIES 430/440 XIX SGD o,.6Z51 * 143" x 96" REINFORCED 0 c FRAME INSTALLATION DETAILS DO'"',• STATE OF • feu` Fi: cC0R10t; S10NAL1Ea DRA1nc Dwc No. REV EF.A. OB-00503 susE NTS G1E 02/23/09 — 5 OF 9 L. ROBERTO LOTUS P.E. Luis R. Lomas P.E. u32W000FC4WRDL`'WISVRLE,NC27023 13468E-0D9 iAornos'Ffanu.,yaam FL No.: 62514 I/OOD FRAMING OR 2X BUCK BY OTHERS 10 WOOD SCREW 1/2' MIN. I EDGE DISTANCE MIN. EMB MENT 1/4' MAX. SHIM SPACE EXTERIOR II II H II II II INTERIOR 10 WOOD SCREW I WOOD FRAMING OR 2X BUCK BY OTHERS 1 /2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIGW FINISHES. BY OTHERS, HERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOWTSEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SILL TO BE SET IN A BED OF APPROVED SEALANT 1 3/8' MIN. EMBEDMENT 1 3/8' MIN. EMBEDMENT T- 1/2' MIN. EDGE DISTANCE 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1/4" MAX. SHIM SPACE REVBONS REV DESCRFfON DATE APPROVED A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/12 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS DR -AM' arc NO. F.A. 08-00503 svLE NTS — 02/23/09 sNEET 6 OF 9 L. ROSERTO LONAS PE. 1432 NOODFORD RD LEMSVLLLE, NC 27023 SIGNED: 0612212017 41 r,•\ENSFgJ' e.gZ5. t' TTAATE OF ; Q Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1/2" MIN, EDGE DISTANCE r 1/4" MAX. SHIM SPACE OR 1/2" LUNG MIN. EDGE DISTANCE 10 SMS OR SELF DRILLING SCREWS L TO BE SET IN 3ED OF ROVEO SEALANT METAL STRUCTURE BY OTHERS 1/2" MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES' 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT OYOTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1/4' MAX. SHIM SPACE REVMOH3 REV DMRD+110N DAZE APPROVED A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETNLS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 08/22/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/"0 XIX SGD 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS DRA . DWG No. F.A. 08-00503 CAL' NTS I DATE 02/23/09 1 SI¢ET7 OF 9 L ROBERTO LOWS P.E. 1432 KUODFORD RD LEYASVRLF- AIC 2=3 Iku- 6-0609 AomasvlRamsm-cam SIGNED: 0&122/2017 ei r,•`, GEAIS:9iP i AT` A f 1 j ; W i0 F OR10P • sSIONA 11;\a Luis R. Lomas P.E. FL No.: 62514 1 1/2- MIN. 1" MIN. CONCRETE/ SEPARATION EDGE DISTANCE MASONRY BY OTHERS a' ,' 1 1/4' MIN. EMBEDMENT OPTIONAL 1X BUCK TO BE JPROPERLY1/4• MAX SECURED SHIM SPACE E NOTE 3 SHEET 1 3/16" TAPCON EXTERIOR 3/16" TAPCON MASONRY/ CONCRETE BY OTHERS INTERIOR 1 1/4" MIN. EMBEDMENT 1' MIN. EDGE DISTANCE 3" MIN. SEPARATION 3/15" TAPCON SILL TO BE SET IN A BED OF APPROVED SEALANT CONCRETE/MASONRY BY OTHERS 4 • •4 1 1/4" MIN. EMBEDMENT 2 7/8" MIN. 1" MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION r 1/4" MAX. SHIM SPACE OPTIONAL IX BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 REVISIONS REV OMRPRDN DATE N'PROKO A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. 0 REVSED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 I R.L. JAMB INSTALLATION DETAIL CONCRETEVASONRY 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 C2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS F.A. 05-00503 w" NTS I °A E 02/23/09 'HEE 8 OF 9 L ROBERTO LOADS AE 74M WOMFORD RO LEISiSLRLLE, NC 27023 43s W-009 r90rnal6*0W5Pe.WM SIGNED: 0612212017 0 R1 11L041 O E IV q*-, p STTAATTrE OF O'. aLv i'O cC0R10t- E Sjs/ONAL1IG Luis R. Lomas P.E. FL No.: 62514 1 5/8" MIN. EDGE DIST. P ' TRIM ° . 1 1/4" MIN. INTERIOR EMBEDMENT MASONRY/CONCRETE-14 I BY OTHERS 1X BUCK BY OTHERS, HOOK STRIP 1X BUCK TO BE PROPERLY SECURED METAL STRUCTURE BY OTHERS N TRIM 3/16" TAPCO EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION INTERIOR MASONRY/CONCRETE HOOK STRIP INTERIOR TRIM REVISIONS REV OE-SORWTION WE ArrROV0 A ADDED CHARTS 03/06/12 R.L. 8 REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L D REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. 1/2" MIN. EDGE DISTANCE fl10 SELF DRIWNG SCREW PANEL 1/2" MIN' EXTERIOR INTERLOCK EDGE DISTANCE HOOK STRIP INSTALLATION METAL STRUCTURE 1 3/8" MIN. EMBEDMENT HOOK STRIP E kZscREW WOOD EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION 2X BUCIOWOOD FRAMING NOTES: 1. INTERIOR AND EX I ERIOR 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 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/440 XIX SGD 143" x 96' REINFORCED HOOK INSTALLATION DETAILS ORWN: orta No. F.A. 08-00503 SOLE NTS I OATE 02/23/09 1 sNNEET9 OF 9 L ROBERTO LOWS P.E 1432 w000 ORD RD LEwLSVf! N F NO 27= 43d-MB.0609 ft.350t1cmasre.wm SIGNED: 0612212017 R I lilo4,f F Al 61251 # TA TE OF RLv a ORIOP E 6NAj1Ea Luis R. Lomas P.E. FL No.: 62514 Florida Building Code Online https://www.tloridabui lding.org/pr/pr_app_dtl.aspx?param=wG EVX... I g rm BCIS Home I log In I User Registration I Hot Topics l Submit Su¢harge Stars S Facts I Publications I FBC Staff i BCIS Site Map I Links I Search Florida oprProduct Approval USER: public User pIQ111lLLAnoroyatMeny earch > gpoli3tpn 1 kl > Application DetaE FL # FL15279-R5 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email reapply 11/28/17 Clopay Building Products Company 8585 Duke Blvd. Mason, OH 45040 513)770-6062 mwesterfield@clopay.com Scott Hamilton shamilton@clopay.com Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Intertek Testing Services NA, Inc. Validated By Gary Pfuehler Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year ANSI/DASMA 108 2005 ANSI/DASMA 115 2005 ASTM E1886 2002 ASTM E1996 2002 ASTM F330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL15279 R5 ECI y 20) 70809 FBC_DASMA 108 9Auly p_dt F1-35279 R5Fqu v 2017080, FFiC _DASMA 115 egulv,Qdf 1 of 7 4/ 15/2018, 5:17 PM Florida Building Code Online https://www, floridabu i Idi iig.org/pr/pr_app_Otl.aspx?param=wGE VX... Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Go to Page fFL # 1 Model, Number or Name Method 1 Option A 08/10/2017 11/29/2017 12/05/2017 15279.1 001 W3-09 DSIE-1A171: 2050, 20S1, 2053, 4050, 4051, 4053, 62, 64, 65, 62G, 62LG, 64G, SDP38, SFL38, SRP38, 134, 135, 136, 6130, 6131, 6133 Limits of Use - ----- - . ---_-•-. -- --_ Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-20 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). 15279.2 002 W3-09 DSIE-1A471: GD1SP, GR1SP, GD1LP, GR1LP, AR1SP, AR1LP, ED1SP, ED1LP, 4132, 2132, 6132, SFC38, MFC38 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). an d Page 1/ 8 0 0 Description- 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 29 ga. min.) Single -Car (up to 9'0" wide) WINDCODE@ W3 Garage Door Certification Agency Certificate FL15279 RS C-CAC Lgt4 r wjth_propf Qf _0 t@ al).d_pLogf ofjD5pgctlon.pdf FL15L__R5 C-AC_W-3_Listing_Intertclt.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLaSZ79 RS 1I 0 6.5--Rgv12.Dclf Verified By: lntertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Gallery/Artistry/Expressions: 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.; Interior skin 27 ga. min.) Single -Car (up to 9'0" wide) WINDCODE@ W3 Garage Door Certification Agency Certificate FI j_SZZ9 RSSSA_kk__qr wikh aroof of contract ano proof QfjpSRg_g_1&9_n Rd-f r-_ 527-9 R5 C CAC_Y i iakiny In[ertgLc pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLI5279_RS U_1Q395?_-ReYSZLPdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.3 003 W3-09 DSIU-1Ai71: 9130, I Double -skin Insulated PUR (exterior skin 27 ga. min.; 9131, 9133, HDP13, HDPF13, Interior skin 27 ga. min.) Single -Car (up to 9'0" wide) i HDPL13, 7130, 7131, 7133, 8130, WINDCODE@ W3 Garage Door 8131, 8133 I Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R5 C CAC Letter with Drool of contra_t and proof Approved for use outside HVHZ: Yes of IOsQR_r. o_n.ps_Jf Impact Resistant: N/A FL15279 RS C CAS WJ LIg1_r g Intertek.p9f 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 FLIS279 RS 11 104175-RgyQ1.pdj windborne debris regions. The product without glazing DOES Verified By: lntertek 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: 15279.4 004 W3-16 DSIE-IA171: 2050, 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.; 2051, 2053, 4050, 4051, 4053, 62, Interior skin 29 ga. min.) Double -Car (9'2" to 16'0" wide) 64, 65, 62G, 62LG, 64G, SDP38, WINDCODE© W3 Garage Door SFL38, SRP38, 134, 135, 136, 6130, 6131, 6133 2 of 7 4/ 15/2018, 5:17 I'M Florida Building Code Online https://www.floridabu ilding.org/pr/pi_app_dtl.aspx?param=wGEVX... j 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 Otheri 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). 15279.5 005 W3-16 DSIE-1A471: GD1SP, GR1SP, GD1LP, GR1LP, AR1SP, AR1LP, ED1SP, ED1LP, 4132, 2132, 6132, SFC38, MFC38 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 wlndborne 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-1A171: 9130, 9131, 9133, HDP13, HDPF13, HDPL13, 7130, 7131, 7133, 8130, 18131, 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 1609.1.4 FBC). Certification Agency Certificate FL15279 R5 C CAC Letter with proof of Contract and proof 4fl 5ge t Q.O..R FL15279 R5 C CAC W3 Listing Interte pdf Quality Assurance Contract Expiration Date OS/21/2028 Installation Instructions FL1527J R5 If 101820_R vl pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Gallery/Artistry/Expressions: 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) Double -Car (9'2" up to 16'0" wide) WINDCODEG W3 Garage Door Certification Agency Certificate - FLI! - 791115 (;_CAC Letter with_proof-Pf sofltract an _prgof o Inspection.pdf FL15279 R5 C CAC 143 Listing I MELg-k.gdf Quality Assurance Contract Expiration Date 05/ 21/2028 Installation Instructions FL15279 R5 I[ J0402 -Rev01:R¢f 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 ga. min.; - interior skin 27 ga. min.) Double -Car (9'2" to 16'0" wide) WINDCODE@ W3 Garage Door Certification Agency Certificate FL1 ! j279 RS C__CAC;ygtter with proof of contract and proof 0f_ Ins0e_ctiQn,r4f FL1 229 R5 C CAC W3 LIs yig lnttertek pdf Quality Assurance Contract Expiration Date 05/ 21/2028 Installation Instructions FI 15279[25 lll 41¢$=Rgyg pslf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5279. 7 007 W3-16 PAN-21`153: 73, 1500, Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0" wide) 75, 190, 84A, 94, 42, 48, 55, 42B, WINDCODEO W3 Garage Door 48B, 55S, 411ST, 611ST, 4RSF, 6RSF Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 RS C_CAC-L r witilgrgc f of cnBtractand_prnnf Approved for use outside HVHZ: Yes gf_I1iSp-Culia1,R0I Impact Resistant: N/A fLx5Z9J3a_9C_W3_I,tlrlg_lnkertPk,pSif 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 EL15279 R 1 10_1305_Rev 2,pdf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the Impact resistant requirement for wlndborne Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 15279. 8 008 W4-09 DSIE-SF171: 4300, 2" Double -skin Insulated EPS (exterior skin 27 ga. min.; 4301, 4310, 4400, 4401, HDG, Interior skin 27 ga. min.) Single -Car (up to 9'0" wide) HDGL, HDGF, 66, 66G, 67, 67G, 68, WINDCODEG W4 Garage Door 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: +28 PSF/-29 PSF Other: The OPTIONAL glazing available for this product Certification Agency Certificate - FL15279 RS C CAC_Lettgr vfitll-piQo(-Qf oRti"aS5_and.Rt9pf o 1 p tfPr3 12df El- L.5 79 R5 C CAC W4 II5ti-Intertek prIf Quality Assurance Contract Expiration Date 05/ 21/2028 3 of 7 4/15/2018, 5:17 PM Florida Building Code Online https://www. floridabuiIdiiig.org/pr/pr_app_dtI.aspx?param=wG EVX... imeets the wind load requirements of the building code but I Installation Instructions DOES NOT meet the impact resistant requirement for i FL15279 RS 11 I01 52-B-Re-L11.pdf windborne debris regions. The product without glazing DOES I 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: 15279.9 009 W4-09 DSIE-1F471: GD2SP, Gallery/Artlstry/Expressions: 2" Double -skin Insulated EPS iGR25P, GD2LP, GR2LP, AR25P, (extenor skin 27 ga. min.; interior skin 27 ga. min.) Single- 1AR2LP, ED2SP, ED2LP, 4302, HOG C, Car (up to 9'0" wide) WINDCODE@ W4 Garage Door 6202, SFC68, MFC68 Certification Agency Certificate - EL15279 R5_C-CAC Letter with proof of contract and -proof of Inspectlon.pdf FLk 79 R5 C CAC_W4 Llsting_lntertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 RS_II 103969_B_Rev_02,pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 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 standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for wlndborne debris regions. 15279.10 - 010 W4-09 DSIU-1F171: 9200, Double -skin Insulated PUR (exterior skin 27 ga. min.; 9201, 9203, HDP20, HDPF20, Interior skin 27 ga. min.) Single -Car (up to 9'0" wide) HDPL20, 7200, 7201, 7203, 8200, WINDCODEO W4 Garage Door 8201, 8203 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLI5279 RS C CAC_Letter with_proof of contract and proof Approved for use outside HVHZ: Yes ofinspection.pdf Impact Resistant: N/A FL15279 R5 C CA W4 Listing Interrt€kDI f Design Pressure: +28 PSF/-29 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`05279 R5-II 104183=Rev01.pdf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.11 011 W4-09 DSIUO-1K479: Canyon Double Skin Insulated PUR (exterior skin 27 ga. min.; Ridge/Brookstone Interior skin 27ga. min.) with Overlay Single -Car (up to 9'0" wide) WINDCODEO 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). r - -- - - - ---- 15279.12 012 W4-09 PAN-2F151: 73, 1500, 75, 190, 84A, 94, 76, 42, 48, 55, 42B, 488, 55S, 4RST, 6RST, 4RSF, 6RSF, 211ST, GD5S, GD5SV, GR5S, GRSSV, ARSS, AR5SV, ED5S, 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 wlndborne debris regions. Certification Agency Certificate EL1-5379 RSrr__AC_LetteLlttLPnoof of c9atLa-rt-ancl-Proof Qf10sp- eictloJ),pdf FL, I.5279_95 C-C9GW-4-Listing-Intertek, Of. Quality Assurance Contract Expiration Date 05/ 21/2028 Installation Instructions 75279 RS II 104456 Re _ -Qdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) - WINDCODEp W4 Garage Door Certification Agency Certificate FL15279 R5 C CAC Letter with proof of contract and proof of inspectlon.pdf FLI_ 5279 R5 C CAC W4 LLgmg_Intertek.pdf Quality Assurance Contract Expiration Date 05/ 21/2028 Installation Instructions FL15279 R5_tj 300159-B_Revl6,pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 4 of 7 4/ 15/2018, 5:17 1'M Florida Building Code Online https://www. floridabuilding.org/pr/pr_app_dtl.aspx?parani=wGEVX... 15279.13 1 013 W4-09 PAN-21`441: G4S, GS4, I G4L, GL4, GD4S, GD4L, GR4S, GR4L, G4SV, GS4V, G4LV, GL4V, GD4SV, GD4LV, GR4SV, GR4LV, E4S, E4L, ED4S, ED4L, E4SV, E4LV, ED4SV, ED4LV, SS4, SL4, AR4S, 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 wlndborne debris regions. 15279.14 014 W4-09 SPO-21`449: Grand Harbor, Stone Manor 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 wlndborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.15 015 W4-16 DSIE-IF171: 4300, 4301, 4310, 4400, 4401, HDG, 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 wlndborne debris regions. 15279.16 016 W4-16 DSIE-1F471: GD2SP, GR2SP, GD2LP, GR2LP, 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 I 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 wlndborne debris regions. Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.) Single - Car (up to 9'0" wide) WINDCODE@ W4 Garage Door Certification Agency Certificate --` - FL15279 RS C CAC Letter vAffi p.L4of of GQntract and pLQpf Qf Inspettlon,Rof E615279_R5_C CA_!:_WA W.01ng n er-te ,p-df Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL1527-9_115_11_1 Q3_4_8Q=lL-R_ey0.adf 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) WINDCODE@ W4 Garage Door - Certification Agency Certificate - FL15279 2-5 GAC Letter with proof of contract and roof of Inspectlon.pgf FL1 274 R G SAC Wq_Llsting Inter ek,pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R5 Il 103549-RevO(,pdf 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) WINDCODE@ W4 Garage Door Certification Agency Certificate FL15_279 R5_C CAC Letter with proof of contract and_proof of InspeCtlon-od FL15279 RS C CAC W4 Listing Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R5 11 101481-B-Rev13.pd 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 ga. min.) Double - Car (9'2" up to 16'0" wide) WINDCODE@ W4 Garage Door Certification Agency Certificate - Fj,?5279 R5 C_QMQ Letter wlth proof of contract and-prggf of inseectron.pdf FL15279 R5 C CAC W4_L inglniQELgk.adl Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL1537.9-R5-1L-lQ4aU9-8-Rev03.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.17 017 W4-16 DSIEO-1F479: Double Skin Insulated EPS (exterior skin 27 ga. min.; Interior Coachman/Settlers/Affinity skin 27ga. min.) with Overlay Double -Car (up to 16'0" wide) WINDCODEB W4 Garage Door 5 oF7 4/15/2018, 5:17 PM Florida Building Code Online littps://www. fl oridabu i Id ing.org/pr/pr_app_dti.aspx?parain=wG EVX... 1 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A I Design Pressure: +25 PSF/-25 PSF Otheri 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 i comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.18 1018 W4-16 DSIU-1F171: 9200, 9201, 9203, HDP20, HDPF20, i HDPL20, 7200, 7201, 7203, 8200, 8201, 8203 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). 15279.19 019 W4-16 DSIUO-1K479: Canyon Ridge/Brookstone 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 V - Y 020 W4-16 PAN-21`153: 73, 1500, 75, 190, 84A, 94, 42, 48, 55, 4RST, 611ST, 4RSF, 6RSF, GD5S, GD5SV, GR5S, GR5SV, ARSS, AR5SV, ED5S, IED5SV Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes 1 Impact Resistant: No Design Pressure: +24 PSF/-24.5 PSF i 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 F, ndborne debris regions. Go to Page Certification Agency Certificate I FL15279 R5_C CAC Letter with proof of contract and proof of Insoection.pdf FLI5279 RS C (:AC W4 Llslinq lntertgk.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FI15279_ULjU 3046-Rev07.pdf 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 ga. min.; Interior skin 27 ga. min.) Double -Car (97' to 16'0" wide) WINDCODEO W4 Garage Door Certification Agency Certificate FLl$ R5C CA"etterAth proof-oL contrgct and proof of Inspection.pdf FLI5279 R5 C CAC W4_Llsting_Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLI5279 R5 11 104169-Revplpdf 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 gamin.; I interior skin 27ga. min.) with Overlay Double -Car (9'2" to 16'0" wide) WINDCODEp W4 Garage Door Certification Agency Certificate 1`1_15279 RS C_CAC Letter wlth roof of contract and proof I of Inspectlon.pdf FLI5279 R5R5 C CAC W4 Listing Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLI5279 R5_II 104457-Rev02_pdf 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) WINDCODEp W4 Garage Door Certification Agency Certificate FLS_5Z79 R5 :ACL kkel• wtkh prp9ls?k[aSk_a d_pro0f of inspect[gn-01 FLI5279 R5 C CAC_W4 Llsting_JLitertek.Of Quality Assurance Contract Expiration Date 05/21/2026 Installation Instructions EUUZ9_R.5jL_10,L71 x_S_Revj 5, pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Bad _____ 0 Page l/80 onWcl U :; Zfl(Il Blab Stone Road n9ahassee FL 32399 EbQng: B50-j97-t824 Tim Stale of Fbrkla l5 an AA/EEO employer. CQDY.rR t_300L-293_SlatC9L4tldd :: WvdSy-Statement :: Accessibility Statement:: Refund Statement Under Florida taw, email addresses are public records. If you do not want your a -mad address released n response to a publk-records request, do not send electronic 6 of 7 4/15/2018, 5:17 PM Florida Building Code Online littps://www.floridabuilding.org/pi-/pr_app_dti.aspx?param=wGEVX... mall to this entity. Instead, contact the office by phone or by traditional mad If you have any questbre, please contact 850.487.139S. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an emal address N they have one. The emats 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 wth an email address which can be made available to the pubic. To determine ifyou are a licensee under Chapter 455, F.S., pease Click t1CL_• Product Approval Accepts: UMM Credit Card Safe 7 of 7 4/ 15/2018, 5:17 PM 1 m 4. 1s rum! S.M,= 1 , 1•IEED ..AEI 0, DO" ImGi 17 4 O 4 •0 GOAT T.1.Dlr cQ fi>KSV, Glssv ally" IRA. CAAG.Ti 1plQ' DJE l95lV gC 4 mm 14LDi1/ 9R'fW / v V-DF10 mol vm111 T1' . sC TD fv I r7 7 r7 1.111 In n C ice 711 0 I REV DATE DT3rnmMh SHEEP 1 OF 2 DO 11/3o/07 A1 EX101NID won^ CUMED gmAT. WMMM 1. a6/N•/m A® N/N .22. 44& SS ll 10/21/00 ADDED N/N 41' 12 a/20011 ANTED ' AM4[ MICE' DOOSS DOORS I] 10 UPOATUD NONE. TAME 1. 1/112 WASWD Rim SPEED TABU FOR ASCE2-10. OPT04AL %LAZING MAY BE STANDARD OR IMPACT 113 1 -r- RESISTMR GLAZING. SEE SECTION 8-8 FOR OETA'LS. MAX. STANDARD SZE IS 42-1/2'06'. IMPACT 1n0AE>yTE mn l9= aat rr! . m om . p0 A.0 APED.! 001 a RESISTANT GLAZING IS 21-5/a'a14-1/8'. r . ]D o. N IITiFAI I4D IFLW a a1a4 CM4 I.DIf Y ID a Nw OO RIa m am m ooa 9al .n1 rAID1Im TOC-.KDC STIDDI T1o.. WDTIDN . q,}(D7D nv s 1 D . t ONaWL 401>A 14Y(p 10a1 IOS'DNMons 14AL anal •anl - +rd hAS a 910•T A.ED-..m 94p.1 Y.w = Nast 9K40 AAaED-.M.l 0 ALSO .•E•Df01 14W' 94I1 G DA» Ja 1•rn'•a I. SEE SHEET Two FOR IMPACT RESISTANT CONSTRUCTION DETAIL "A' AND STANDARD CONSTRUCT DETAIL "B% TRACK AND JAMB DETAILS. ea4 i.i' m DESIGN ENOOER "" AETi'sWEL" P FLORIDA .E 14643 5. NC P.E. /23UZ. TOKS P.E. /91513 SHIP LAP JOINTS. - Aaa.]0a Iy= Ij DENSDY POLYSTYRENE FOAM INSULATION 1-5/16' THC K WITH VINYL HAIRCELL BACKER (INSULATED MODELS ONLY) 25 CA EON. CALV. STEEL SKIN WITH A BAKED -ON PRIMER. AND A WED -OH POLYESTER TOP COAT APPLIED TO BOTH SOO OF STEEL SKIN. 11e o001 .w a, o® >K mot 1.10 .w al u]DNa .0 9®1 Imo m .]ma1D m . KD1n mQ 0• YaNI N(Y 9• .rt01.••R ••1•a P0>a Aum-1DI 1.11 w r•1A1wc os',ao 11 m.O Ara A mu .a r o •oN ..•a,EW m saR a SIT •]01 •AR A10 n OSI.c A®rR eH WOon 1tz R-amC aILYMgO M A 4W.m mm F•amola •v 1EI0. TE.w a 1e 1a w m tl L L I S L I L C L C 1 1Ew m r a c 17 v Wr SECTION 3' SIDE VXWI 3' TALL L BARCYGALV. STEELUW. YEILD STRENGTH: 50 KSI J2' THCK I 3* r 7 12 CA. CALV. STEEL TOP ROEIFN BRACKET. EACH BRACKET ATTACHED W/(4) SHEET METAL ATTACHED CA GALV. ROLLER HINGE. H HINGE FASTENED TO END ES WRH (4) /14a5/a- EET METAL SCREWS AND (4) 3/4' SELF TAPPNG REWS. SEE NEW V. 3' TALL . 20 GA GALV. STEEL U-BARS IN A 2-1-2-1 PATTERN (I.E. TWO U-BARS ON BOTTOM SECTION, ONE U-BAR ON NEXT SECTION. ETC.). E404 U-BIM ATTACHED WITH (2) 1/4'113/4' SELF TAPPING SCREWS PER STILE LOCATION. G CALV. STEEL BOTTOM BRACKET. WITH (2) 114a5/a' S IFET METAL SCREWS NUM EXTRUSION VINYL WEATHERSTRIP. Clopay ATE- PAN-2F153 DATE 1/3/97 1E:Y ding Products au5MON, ai Z;&Z MAWN lrT' JAc 1 o n ( 513) 7-70-4800 DESIGN LOADS: +24.0 PSF 6 -245 PSF TEST LOADS: +36.0 PSF ! -37.0 PSF IGTm 11AL ®lm 4 1 s'o'wx l s'o'H CLASSIC AND CH RP STEEL PAN DOUBLE -CAR 10'W +24/-24.5 PSF MG NWC" 101711 IBC 0 •rn own 10 I WIGrl Cr • S 1 bm Hero rYn,. r G a V a GA IAS rr...n r.Y IAe SDIm r, 2 mrtD6 t-,/r oa aYOIm1 ,m,Om uo fall6 EAT c cnItl10e,ta Our a A[p1Q1D MP11Q 91 fUm sRsr sA9 r i IIDWam SMAQ. WXVZWA JAIL m IIDI lnra Barr rA,rs Ir'a y b' aatalc .rea .oui auax® lamo .a ra. maacn} cs. r 1i rLW1 14 ] Tr cH MEM aaa¢ raa6mmAaHAz ACI¢w HOfMi• m• a aVo,-W 1DE1a a Tr m®CUM rs ,r. a r r1v rm[t ICaamD wM TArT.Oq. mfwEA00. 1• Da m pco ftDa aAAlmma,l Our ImT ro n,c,a A NCO roamEAT0" m i G, n U 16 orom aRATL HOAQaRAI rrta DD Iq Iau A ' 3. tIDSY, aRVc 'pDAd4. 0 OtL O1ADD(m aau 101-, m. A umom Ob,Of Z rAIDOm Nra r,r Mao ORPTD m AwaC ALR)aAII AIm/al Jr1oowwc06 es AEaV FIT CDS] Y RclNMIEH d one] m anne. OAT fM4 av HDWctm w wa tsnl101 OO at0 a tap NC a»1 ( ! ]o G ra ri tr. cm oo ctL m G uaY. am nmt mc— IMPACT RESISTANT ASSEMBLY DETAILS DRAMIIND 10 171 1 -A CFCTION B- B (IMPACT-masmiT GLAZING OPTION) mn Tr 1/tD, IL 1rOORA[ ruwa.oa Ha om TAR wr•. aloP. On.ml ra+[ AtD tAC.Da I mm., 1. c no..,omc lcl, i O=VIw .m ri0. rwi a armoH ram+oa AD1tQ rio:co m IYE , m..mn m I,rl A • ]/v rrr Hom rYMm tueYT. m4cLa SAI O ASSEMBLY DETAILS DRAWING 10171 1 -B SECTION B- B (NON -IMPACT RESISTANT GLAZING OPTION) FWW rE, ra t LLY. ImAOc DH UMW TW.A ROM THm MW rW.E 6 NNI M TNW wrt rENu. , a Iaan r5M ua cvumL l- PAY Imo SDEf. RMf6lrD VEMBLY OONSTRUCUON: W.. N mI M I a]{n r"rs moat W.. AolnKPLAMDACCDPWaDDzarumsOtAm{D OQ RASLIc r AOL7 Ita wM OC/FIC Tw dog DaD11 mom, mm= r cm-u-,= m SECTION ZEDS TI¢ Efm Lm EDAEmaKm or M nmaL vft c c01I 01 trlprTmra Mac art 1 M o = 113am YI C 00•a 16 01m W. emna It IR/i). w SHEET 2 OF 2 i 1M _ Ire ary' IAa C][r 1 F=lv I It G cY]r IOSC EA rD1 Iltiu w. P¢ rAa1Om m caa r l(me go tMLO) Ana(bT 1 I r SIT= m tl H.M E Oal.aam OamMITtr1H (4) 1>QIE: TRACK CONFIGURATION E wx W [ Nm (q A(f THE DOOR OPENING mr wawD tn[R DOES NOT AFFECT THE VEND LOAD RATING OF T141S DOOR. r w 1 H mmc U s m AalLll rM on 01 " m TIX ImmZOrtAL TAAOt a7tOr1 w Ima1 tatrlo ( TO aAI) r TAIL 1m06 A,o uroml M OmOI w M aPg74tC $ALTw1l 6DIM6 MML O .[ PGOJIT V m IO®IPA 0' R mA M Dapm 01 5.7MCNR 00 r A=FQV1M mM (JWU O LOW CWU FOR M LQ= LIm TOP ® IACID:T 1] G ( ALY. am NK OMaQ'. OWOLE HORQOWAL f" IASTOOlq .mD A...M TRACK 5/ tt'.I-!/r "m LAD SCKW . tmm a M alr n 4p 6 B rw. v. nm TMmc IOL oAQ llg0@ Dm' LOW HE._ rnrrn OPTION t- p M. 2-1/rm G OlY. mm rpwm WAM ae6 N) llgOt w cmzrs .oI sm N L fl ISO= a11aK tmaum ( m sun) 1m06 IH4o .• T4L Clopay DATE, PAN NE, 1/ 3/9 7 yes DUKE Taw. gym F. L f.UMES1° ° Building Products UL521 OH 4soa "A" ^' aAc P.E. f231412. Company (713) 770-4aDD AS rZ 091513 ocn¢n Im m.. e.... Ii., A. mmr, A....t. WAY 13 G i . am rue EIIIDRi. 1AO1 rA51DED TO Am nIa rT, A t/ It•e-a/r w tida r "Vt am MAM Mn DrAMm mr m fa, .uaa„ . a sot m Ir HmHl Hoot t1IruT1 rD1 ml m Ir Ha Ir-e mm TRACK rs.mwnM O HIA mr= WaAA1 5Y 8 P.010m col l IACIDIIr FOR I = DUAL F m DESIGN LOADS: + 24.0 PSF t -245 PSF'. TEST LOADS: + 3&0 PSF t -37.0 PSF VOCLOAD EATI113 I EAT. OM 312E W 4 I6'0-W 16'0-H Tta CLASSIC AND CH RP STEEL PAN DOUBLE -CAR. 16'W +24/-24.5 PSF BwAvom nrm> ti 101711 IBC Florida Building Code Online https://www.11oridabu ild ing.org/pr/pr_app_dtl.aspx?paraiii=wGEV X... It Professional Regulation Fm'IrNm BCIS Home i log In I Use, Registration I Hot Topics I SubmR Surcharge I Slats 6 Facts Pubkatbns i FSC Stair I aCIS Ste Map I links I Search I FI rida Product Approval Ie lf usER. Pubk Userd'iw1 Prgtlur,L&tuaval Ptennl > P.IInINSi.4 RD_KAS{S9.SSarsp > APp kt?t_ _)8 > Approtbn Detail FL # FL17499-R3 Application Type Revision Code Version 2017 Appllcaton 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 Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certlf{ed By Product Approval Method MI Windows and Doors 650 West Market Street Gratz, PA 17030 717)365-3300 Ext2560 bsltlinger@miwd.com Brent Sltlinger bsitlinger@miwd.com Windows Single Hung Certification Mark or Listing American Architectural Manufacturers Association Steven M. Urlch, PE Valldatlon Checklist - Hardcopy Received Standard AAMA 506 AAMA/WDMA/CSA 101/I.S.2/A440 AAMA/WDMA/CSA 101/1.5.2/A440 Method 1 Option A Year 2011 2008 2011 I of 4 4/13/2018, 7:05 AM Florida Building Code Online https://www. floridabu i ldiilg.org/pr/pr_app_dtI.aspx?param=wGEVX... Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FL V Model, Number or Name 117499.1 185 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55/-55 01/15/2018 01/1S/2018 01/21/2018 4 ---- I Description - •-----.-- -- `-,----^•-- 36x84 Fln/Flange Frame 1G/SG Impact Single Hung Certification Agency Certificate FL17499 R3 C CAC MI_Wjn QW5 - 185 SLi(Flnl Impact LL2df FL<17499 g3 C CAC Ml Windows - I LS-ti(Fin)- ml??ggL(5) 12ong.P Other: R-PG55*, Missile Level D, Wind Zone 3. Glass to be FLwlndows - 185 SH (FLan-ge i act bedded In Pecora 896 sealant. k174' 99.2 1 185 SH Limits of Use - Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +60/-60 Other: R-PG60 1- - j 17499.3 1185 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes 1 Impact Resistant: No Design Pressure: +60/-60 Other: R-PG60* I 17499. 4 185 SH Limits of Use - - --- Approved for use in HVHZ: No 1 Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +60/-67 Other: R-PG60* 31, pdf FL17429 R3 (_CA M W[In Qw5 5 SH Fl rlge) Impp 4)- Pgf Quality Assurance Contract Expiration Date 10/ 17/2016 Installation Instructions FL77423R3 II 0$_Q 45B p_df Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE-.513321B-3.pAfff Created by Independent Third Party: Yes 52x72 Fin/Flange Frame IG/SG Single HungLaminatedGlass Certification Agency Certificate FI]7499 R3 C CAC APC(1336])11726.01_1Q9 47 FjQ_185 HCFLG wa vr-<r),pdr F--U499 R3 C CAC MI window-18L5H (Fin) (? 1),pdf FI ] 499 R3 C CAC MI WfpdowS - 185 SH Fln _(13),pdf ELI7-49_ 9 83 C CA I W'ndgw5 185 Sii (FlangC) 1101pof Quality Assurance Contract Expiration Date 10/08/ 2018 Installation Instructions FLIZ499 R3 11 p8-02549B.pdf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE 513327B-4.pdf Created by Independent Third Party: Yes - -_ - 36x84 Fln/ Flange Frame 1G/SG Single Hung Laminated Glass Certification Agency Certificate FL]749 R3C SAC APC(¢)E1729.01-1P9-47ji0 85 SH (FLC ly lv (df FL17499 MLC CAC-fLwink-w-a 185 SH VIP-)_LDJ,pdf LI7499 R3_ C CAC MI Window - 18 SH (Flrn)-(A).pdf F_L1749 R3 C CAC t41 Windows__105 5}I (Flangg) 11)_pdf Quality Assurance Contract Expiration Date 10/17/ 2018 Installation Instructions FL17499 R3 II pt1-0255001pdf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FI_17499 R3 AE 513328B-5.,pdf Created by Independent Third Party: Yes 3601 Fln, Finless, Flange Frame IG Single Hung- - Certification Agency Certificate FL17499 R3 C CAC AKH0462.0.1-109-47-RO 185 SH 043522).Of Quality Assurance Contract Expiration Date 04/25/ 2022 Installation Instructions 2 of 4 4/13/2018, 7:05 AM Florida Building Code Online littps://www. n oridabu i ldi ng.org/pi-/pr_,ipp_dtl.aspx?paimm=wG E VX... 17499.5 185 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55/-55 Other: R-PG55, Missile Level D, Wind Zone 3 bedded in Pecora 896 sealant. 17499.E --•--T1855H•^•----- Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +60/-60 Other: R-PG60 17499.7 185 Triple SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: R-PG50* 117499.8 185 Twin SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +45/-45 Other: R-PG45 I Glass to be FL1749.R3 II g11-0316.3..p-df Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17 99 R3 AE 1 51,4082pdfThird CreatedbyIndependentParty: Yes I 52x72 Fin/Flange Frame IG/SG Impact Single Hung - - Certification Agency Certificate 49 R3 C t:A4 M1 Windows - 1 r $Fi (E101ImpacS j2LP-df FL17499 R3 C CAC M1 Windows - 1_85 SH (Fii) Impa,;_t 3)_pdf FL174 R3- C CAC MI Windows - 185 .5 IanoQ) Ii Gs C2),pdf FL17499_R3 C CAC it Windows - 105 Si(Fiapge) Impacl CO -NJ Quality Assurance Contract Expiration Date 10/10/ 2018 Installation Instructions FL17499 R3 I1 08-02544B=1_pdf Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL17429_R3 AE 5133206-1.pdf Created by Independent Third Party: Yes 52xB4 Fin/ Flange Frame IG/SG Single Hung - Certification Agency Certificate FL99_R3 G_AP>1j62)E172S,p1_109 4.7_RO-18S SH(ELG_ wary r _81C 1-8A S2 1-e>C89R60(9991f!),V.d_f F11749,9 R3 C CAC1UWindows - 185 $H (Fin FL1749y R C UC 11 wi4d4.4Y5 18$ SJi(Firi}gj,,pdf FL)-74 9 RAC GA i1 Wlndow5=18S SH (Flangg]),pr1f Quality Assurance Contract Expiration Date 10/09/ 2018 Installation Instructions FL17499 R3 11 08_0Z5jf B-2,pdF Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 Ain-513332E_2,pdf Created by Independent Third Party: Yes 111x72 Fin Frame IG/SG Single Hung 110x72 Flange Frame 1G/SG Single Hung Certification Agency Certificate F_L1 R3_C C_MI Win5lCws l$ Sfl Tnplp_(Fin) C31.pdf FL17499 R3 C C9CMI WindO.ws 18 SH Triple-(Fln 0h.Of FL174.99- 93-Q-CAC M,(-Vyip9ow gS-$H Triple-(Flangg) Ulpdf I_ Win dows.:-l8$-$FL-TbP e_C[iange) L4)_pdf Quality Assurance Contract Expiration Date 10/20/ 2018 Installation Instructions I'41Z4. 9 R} 11_ps_g3S986.pXIf Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports F1174ULK--4[ UU-Z413-6.Ldf Created by Independent Third Party: Yes 106x72 Fin Frame IG/SG Single Hung 10502 Flange Frame i IG/ SG Single Hung -- -- _- -- I Certification Agency Certificate FL17399 R3 C CpC_MIWindows - 1$5 SH -IWln (Fin) 3),pdf FL17499 R3 C CAC Ml Windows185 SH T1vl(h(Fin 4),pdf 1` 1-17499_ 33 C CgC_MI Window$_ _1QH Twin (FIgR9) 3).pdf 3 of 4 4/ 13/2018, 7:05 AM Florida 13i1ilding Code Online hops://www. floridabu i lding.org/pr/pr_app_dti.aspx?param=wGEVX... j EL.1]429 _R_3-MI Windows_ tQ5 $H Twin_(F!angg 4),pdf Quality Assurance Contract Expiration Date 110/20/2018 I Installation Instructions FL17494 R3 Ir 08-02547B-7.pgLf Verified By: Luis R Lomas PE-62514 Created by Independent Thud Party: Yes Evaluation Reports EL174 t'L93_A1L 3_123B=7 pdf Created by Independent Third Party: Yes__ Contact Us : • 2601 D13ir Stone Road, Wilhgssee Ft. 32399 Phone: 850.407-182A The State of Florida is an AA/EBD employer. Copyricht 2007-2013 State of Florida.:: Eatacy Statement :: Accesslbiky Statement :: Refund Statement Under Flonlda taw, email addresses are public records. 0 you do not want your a -mat address released In response to a public -records request, do not send electronic mad to this entnty. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. I 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 lave one. The emalls provided randy 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 provde the Department with an email address which can be made available to the public. Tb determine if you are a licensee under Chapter 455, F.S., please clkk here_. Product Approval Accepts: W LRYiEff iCPal Credit Card Safe 4 of4 4/13/2018, 7:05 AM NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WFTH RE'OUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS CPTIONAL 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2• P;INDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 5. WHERE WOOD BUCK THICKNESS IS 1-1/2- OR GREATER. BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE WINDOW UNITS MAY BE .ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6. 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. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT 1S PROVIDED. 8. FOR FIN INSTALLATION SHIM AS NEEDED FOR FRAME INSTALLATION SHIM AS REQUIRED Al, EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16. OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4" 9. SHIMS SHALL BE LOCATED. APPLIED AND MADE FROM MATERIALS .AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME .MATERIAL: EXTRUDED RIGID PVC. 12. UNITS MUST BE GLAZED PER ASTM, E1300-04/09, SEE. SHEET 11 FOR GLASS DETAILS. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING THROUGH FIN IN40 WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREWS WITH SUFFICIENT LENGTH TO .ACHIEVE A 1 1/ 4" MINIMUM EMBEDMENT INTO SUBSTRATE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. REVISIW s I REV I DESORPTION I DATE I APPROVED I A I REVISCD ANCHOR SPACING h CHARTS 107/11/16 I R.L. 1 B I REVISED GLASS 110/02/17 I R_L ' 15. FOR ANCHORING THROUGH FRAME 1910 WOOD FRAMING OR 2X BUCK USE g 10 'WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 16.FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16• TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4• MINIMUM EMBEDMENT INTO SUBSTRATE WITri 2 1/2" MINIMUM EDGE DISTANCE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 17. FOR ANCHORING THROUGH FRAME INTO MCFAL STRUCTURE USE #10 SMS CR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 8. ALL FASTENERS TO BE CORRCSION RESISTANT. 19. INSTALLATION ANCHORS SHALL BE INSTALLED IN .ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION 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=0.42 B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2.000PSI MINIMUM. 0. METAL STRUCTURE: STEEL 18GA (.048' FY=33KSI/FJ=52KSI OR ALUMINUM 6063-T5 FU-30KS1 .048" THICK MINIMUM I TABLE OF CONTENTS 1 SHEET NO.I DESCRIPTICN 1 I NOTES 2 - 3 ELEVATIONS 4 - 10 INSTALLATION DETAILS SIGNED: 1211412017 MI WINDOWS AND DOORS, LLC IlL0// 650MARKET STREET cIR GRATZ. PA 17030-0370 ter •MGENSF9J,% 0 5 * = SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON -IMPACTNOTESDRATOF DRAWN:(pR10' 08 B S O A 1\\`` Luis R. Lomas P.E. FL No.: 62514 5027549 OF I1scutNTSDAM12/29/14 L ROBERTO LOURS RE 1432 WOODFORD RD LEYASVILLE. AC 27023 434-M,DeOg ,rwnas&bnwp*. 52" MAX FRAME WIDTH i 52' MAx FRAM= WIDTH 2' MAX --!- 16" MAX O.C. 2" MAX 2" MAX ' 16" MAX O.C. 2" MAX 1 16" MAX O.C. 72" } MAx FRAME HEIGHT 1 2 L MAXA O O.C. /dy 72" MAX FRAME HE HT 4 I i 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW DESIGNER EXTERIOR VIEW FLANGE 6 FINLESS INSTALLATION RANGE 6 FINLESS INSTALLATION SEE CH4RT/1 FOR SMALLER UNITS REQUIRED ANCHORS SEE CHART N1 FOR SMALLER UNITS REQUIRED ANCHORS DESIGN PRESSURE RATING IMPACT RATING t60.OPSF NONE NOTES: 1. MAXIMUM SASH SIZE: 51" X 36". 2. MAXIMUM SASH D.LO. 47 5/8" x 32 1/2'. 3. MAXIMUM FIXED D.L.O.: 49 3/8" X 32 1/2". HARDWARE SCHEDULE METAL SWEEP LOCK AT 8" FROM EACH END INTERIOR MEETING RAIL BLOCK AND TACKLE BALANCE AT JAMBS REISIONS DESCRFW:1 oArE AoPROY_D R_VISED ANCHOR SPACING R CWTS 07/11/15 RL. RMSED GLASS 10/02/17 R.L. CHART #1 Number or anchor locations required Frame Frame Width in Height 18.00 1 24.00 30.00 36.00 4200. 48.00 S2.00 in) Hand I Jamb Head Jamb Head Jamb Hoed Jamb Head Jamb Head Jamb Head Jamb 24.00 2 3 3 3 3 3 3 3 4 3 4 3 4 3 30.00 2 3 3 3 3 3 3 3 4 3 4 3 4 3 38.00 2 3 3 3 3 3 3 3 4 3 4 3 4 3 42.00 2 4 3 4 3 4 3 4 4 4 4 4 e 4 48.00 2 4 3 4 3 4 3 4 4 4 4 4 4 4 54.00 2 5 2 5 3 5 3 5 4 5 4 5 4 5 60.00 2 5 3 5 3 5 3 5 4 5 4 5 4 5 66.00 2 5 3 5 3 1 5 3 5 1 4 1 5 4 1 5 4 5 72.00 2 1 5 3 6 1.3 1 6 3 1 6 1 4 1 6 4 1 6 4 6 MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ. PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52' X 72" NON -IMPACT FLANGE & FINLESS ELEVATIONS DRAW Dw0 r:0. N.G. 08-02549 svxE NTS — 12/29/1 a 1-2 OF 11 L..ROOER rO LOt AS RE 1432 WOODFORD RD LEHISVLLZ.. NC 27023 4344W-O 09 d0."Vkbmopn= SIGNED: 1211412017 J\ 5 R I li,o4t C E M SF'9d'' 0 51 #= ATAT Cc_ 10. F OR10 . N i/ S,QMAiIEa\` Luis R. Lomos P.E. FL No.: 62514 52" MAX FRAME 1111IDTH 2" MAx 2 VAX 10' MAX O.C. I 10" C.C. I iVAXO 72" p MAX FRAME 52" MAX FRAME WIDTH 2" MAX 2" MAX — 10" MAX O.C. 1 2"4{ I, D- I]MAX O.C. i 12 MAX IllFRAMEIf HEIGHT I i HEIGHT 4 4 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW EXTERIOR VIEW FIN INSTALLATION FIN INSTALUT70N SEE CHART 02 FOR SMALLER UNITS REQUIRED ANCHORS SEE CHART f2 FOR SMALLER UNITS REQUIRED ANCHORS DESIGN PRESSURE RATING IMPACT RATING t60.OPSF NONE INOTES: 1. MAXIMUM SASH SIZE: 5t" X 36". 2. MAXIMUM SASH C.L.O.: 47 5/8" X 22 1/2 3. MP.XIMUM FIXED D.L.O.: 49 3/8" X 32 i/2". H 1(2) METAL SWEEP LOCK AT 8" FROM EACH ENO INTERIOR MEETING RAIL REvmO-S REV DESSCRIMI= GTE APPRD.ED A I REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L. 2" MAX E I REVISED GLASS 110/02/17 R.L. CHART#2 Number of anchor locations required Frame Frame Width [In) Height 18.00 i 24.00 30.00 30.00 42.00 1 48.00 52.00 in) HAS iJamb HAS Jamb H L S Jamb H d S Jamb HAS Jamb H i S Jamb HAS Jamb 24.00 3 3 3 3 4 3 5 3 5 3 fi 1 3 6 3 30.00 3 4 3 4 4 4 5 4 5 4 6 4 6 4 30.DO 3 5 3 5 4 5 5 5 5 5 6 5 6 5 4200 3 5 3 5 4 5 5 5 5 5 6 5 8 5 48.00 3 6 3 5 4 6 5 6 5 6 6 6 a 6 54.00 3 6 3 6 4 6 5 B 5 6 8 8 6 6 Q0.00 3 7 3 7 4 7 5 7 5 1 6 7 6 7 05.00 3 8 3 8 4 B 5 8 5 8 6 8 6 8 72.00 3 8 3 8 4 8 5 8 5 8 6 8 6 8 SIGNED: 1211412017 MI DEDOOREET LLC 650DOWEST MATWSJ\5111 IIIL09/,/ GRATZ, PA 17030-0370 GENPR +% 0,61251 *= SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON —IMPACT FIN ELEVATIONS oO ff,• $$$$TAT OF t` C0R10;•,i6Rx1 : otic w. aEv OS 8 IO11IA11110? G\\\ Luis R. Lomas P.E. FL No.: 62514 srxE NTS °ATE 12/29/ 1 4 s ET 39 OF 1 1 L ROBERTOCOU45P.e 1432 WDODFORD RD LEWISVILLE. NC 27023 434,W-00W dbMr3CW*TaWe=M 1/2" MIN EDGE DISTANCE WOOD FRAMING OR 2X DUCK 1 BY OTHERS 1 1/4" MIN. EmBEDMENT BACKER ROD 1/4' MAX. k APPROVED SHIM SPACESEALANTI 1 1/d" MIN. II III `,j10 WOOD SCREWY EMBEDMENT 1 1/2' INTERIOR MIN EDGE DISTANCE 4 woD D J 1 g10 , SCREW j WOOD FRAn51NG OR 2X BUCK EXTERIOR BY OTHERS I BACKER ROD 3 APPROVED SEALANT WOOD FRAMING OR 2Y. BUCK BY OTHERS VERTICAL CROSS SECTION SILL TO BE SET IN A BED OF APPROVED STRUCTURAL SEALANT 1/4-' MAX. SHIM SPACE 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 REVISIONS DESCRIPTION WiE PPRR'ED REVISED ANCHOR SPACING do CHARTS 01/11/1E R.L RLVISED GLASS 1 10/02/17 IRL 1/4" MAX. SHIM SPACE INTERIOR BACKER ROD h APPROVED EXTERIOR SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 1211412017 MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET\\J\? R L 119//i GRATZ, PA 17330-0370 GEH3 U+ - o„6125SERIES185ALUMINUMSINGLEHUNGWINDOW 52" X 72" NON —IMPACT FLANGE INSTALLATION DETAILS O; STATE OF n C 0 R 1'Dt. 0.4SN1.` DWG 'to. R_N N.G. 08 02E549 Luis R. Lomas P.E. DATENTS 12/29/1d 4 OF 11 L ROBERTO LOUASP.E. 1l32WOODFORDRDLRNSVILLE.AC27023 FL NO.: 6251A 434-ma- 809 mn ML I STRUCTU BY OTHE APPROVED SEALANT 1/2- MIN EDGE DISTANCE 1/4" MAX. SHIM SPACE 11#10 SMS OR SELF DRILLING SCREWINTERIOR r EXTERIOR REVMNS REV DESVOP110N DATE PM2WED A RE'ASEO ANCHOR SPAEaNG R OHAIZTS 07/11/16 R.L. 8 REVISED GLASS 110/02/17 R.I. I/A" MAX. SHIM SPACE j10 SMS OR INTERIORSELFGRILLING SCREWS 1/Z AIN. EDGE DISTANCE T— EXTERIOR METAL STRUCTURE BACKER ROD 9Y OTHERS APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SILL TO EE S_1 IN A BED OF APPROVED STRUCTURAL BACKER ROD SEALANT APPROVED SEALANT 1/4" MAX. F ShIM SPACE METAL —T SIGNED: 1211412017 STRUCTURE 13Y OTHERS MI WINDOWS AND DOORS, LLC 1LLIIIIII/// 650 WEST MARKET STREET J g R• Lp41 GRATZ, PA 17030-0370 VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION SERIES i85 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON -IMPACT gAerOFFLANGEINSTALLATIONDETAILSS;` NOTES: DRYM: Drvc wD. REv FS;C[ORIOp; 1. INTERIOR AND FINISHES, BY OTHERS. N.G. 08 B ii/S/ONANOTSHOWNFORCLAERIOR 2. PERIMETERAND JOINT SEALANT BY OTHERS TO BE 502549NTS ArE 12/29/1d 5 OF 11 j1E V DESIGNED IN ACCORDANCE WITH ASTM E2112 L ROHERrO LOUALS P.E. Luis R. Lomas P.E. AVW700FORORDLEK7SvnLENC2,7= A34-686-=9 FL No.: 62514 L 2 1/2" MIN. EDGE DISTANCE CONCRETE/MASONRY BY OTHERS 4 4 1 1/4" MIN. OPTIONAL 1X BUCK ° EMBEDMENT SEE NOTES 3 - 7 SHEET i 1 1 1/4- L7AX. •j BACKER ROD SHIM SPACE APPROVED SEALANT 3/16" TAPCON INTERIOR i EXTERIOR SILL TO BE SET BACKER ROD IN A BED OF APPROVED I APPROVEDI SEALANT STRUCTURAL SEALANT OPTIONAL 1X BUCK I 1/4• MAX SEE 140TE 3 - 7 SHIM SPACE SHEET 1 CONCRETE/MASONRY i BY OTHERS i 4 • VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION 1 1/4" MIN. EMBEDMENT CONCRETE/MASONRY BY OTHERS 0 3/16• TAPCON .a a , 2 1/2• , MIN. EDGE a DISTANCE REY SON] RR' I DESCRIPTION MTE APPROvED A REVISED ANCHOR SPACING & CHARTS 07/11/16 RL. B I REVISED CLASS 10/02/17 R.L. 1/4" MAX SHIM SPACE INTERIOR BACKER ROD EXTERIOR APPROVED OPTIONAL 1X BUCK J SEALANT SEE NOTES 3 - 7 SHEET 1 JAMB INSTALLATION DETAIL CONCRET&MASONRY INSTALLATION NOTES: I INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED 1N ACCORDANCE WITH ASTM E2112 SIGNED: 1211412017 DOORE ,T LLCMI6soWINDOWWESTMARKET GRATZ, PA 17030-0370 S fk 1LIo, i'/STR GENSF 95, SERIES i 85 ALUMINUM SINGLE HUNG WINDOW Tv0 5 * =_ 52" X 72" NON -IMPACT FLANGE INSTALLATION DETAILS o , 1ATE OF OAF 'clpRlOp; • i/sS/DNA11tirl G DRANK N.G. owc ,a 08-02549 RLv B sGtL NTS IOATE 12/29/14 —6 OF 11 L ROBERTO LOVAS PE J4w WOOOFOW Ro LEKiSVILL—E NC 27M 43c£ml60= (DasVbUnasyecan LUIS R. Lomas P.E. FL No.: as a WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD 3c APPROVED SEALANT BACKER ROD APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS 1/2' MIN EDGE DISTANCE 1 /4' MAX. HIM SPACE 10 WOOD SCREW SILL TO BE SET IN A BED OF APPROVED STRUCTURAL SEALANT 1 /a' MAX. SHIM SPACE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: I. INTERIOR AND EXTERIOR RNISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 1 /4' MIN. EMBEDMENT i 1/2- MIN EDGE DISTANCE 10 WOOD SCREW WOOD FRAMING OR 2X BUCK El OTHERS REVISIONS REV DES:RFDCN DATE I .PPROVED I REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L. 3 1 REVISED CUSS 110/02/17 R.L. 1/4• MAX. SHIM SPACE INTERIOR EXTERIOR BACKER ROD APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLAT70N MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON —IMPACT FINLESS INSTALLATION DETAILS DRAW* Drc NO. N.G. 08-02549 SC&E NTS — 12/29/14 S-7 OF 11 L ROBERTO LOWS P.E. 14M WOODFORD RD LEWISVILLE. NO 27023 434-M-OW9 fi-rlarrwnpe= SIGNED: 1211412017 J\ 5 R I IL0/ ' 51.E D511 = 5A7/, AtTE OF ; cCORIOr. t: Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS APPROVED SEALANT BACKEF k APPI SE STRUT BY 0: 1/2• MIN EDGE DISTANCE 1/4• MAX, SHIM SPACE RM510N5 DESCRPRDN DATE PRDVM REVISED ANC-IOR SPACING R CHAnS 107/11/16 R.L REVISED CUSS 10/02/17 1 R.L. i/4• MAX. SHIM SPACE 910 SMS OR SELF DRILLING 10 SMS OR INTERIORSCREWSELFDRILLING R SCREWS 1/2" MIN EDGE All DISTANCE 1 EXTERIOR METAL BACKER ROD STRUCTURE k APPROVED BY OTHERS SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION VERTICAL CROSS SECTION METAL STRUCTURE 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 SILL TO BE SET IN A BED OF APPROVED STRUCTURAL SE4LANT 1/4" MAX SHIM SPACE SIGNED: 1211412017 MI WINDOWSD LLC IILro650WESTMARKETSTRE.1 SIR GRATZ, PA 17030-0370 GENr I 1 0„6251 *SSERIES185ALUMINUMSINGLEHUNGWINDOW 52" X 72" NON —IMPACT k FINLESS INSTALLATION DETAILS o ,• $TAT OF 1. 0Al' F ORIOG`\ DRA151}. DV:G NO REv N.G. 08-02549 B j SS fO111A111 1\\\ Luis R. Lomas P.E. FL No.: 6251d y NTS D'1E 12/29/1 a EiSREB OF i t L ROBERTO LO.MAS P.E. 1432 WOODFORD RD LEWISVR.I.E. NC 270M 434- 6W-OW9 rLOR Im00 mm REVWO.s 2 i/2 MIN REV OBSCPoP'.gN QUE MPRGVED I I EDGE DISTANCE A REVISED ANCHOR SPACING h CHARTS 07/11/16 IR.L CONCRETE/MASONRY r 1 8 REVISED GLASS 10/02/17 R.L. BY OTHERS o n ^ 1 1/4" MIN, i 1/4" MIN OPTIONAL 1X BUCK e EMBEDMENT EMBEDMENT 1SEENOTES3 — 7 SHEET 1 CONCRETE/MASONRY 1 BY OTHERS — OPTIONAL 1X BUCK SEE NOTES 3 — 7 1/4" MAX. J SHEET I BACKER ROD SHIM SPACE APPROVED SEALANT 3/16• TAPCON 1/4" fAAX. 3/16- TAPCON SHIM SPACE INTERIOR IjTERlOR2t/2" I IMIN. EDGE ' DISTANCE EXTERIOR EXTERIOR t BACKER ROD APPROVED SEALANT JAMB INSTALLATION DETAIL CONCRETOMASONRY INSTALLATION SILL TO BE SET BACKER ROD INA BED OF 0. oPROVED NOTES: APPROVED STRUCTURAL 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, SEALANT SEALANT NOT SHOWN FOR CURRY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE OPTIONAL 1x BUCK 14 DESIGNED IN ACCORDANCE WITH ASTM E2112 SEE NOTE 3 — 7 IM r51'•1M SPACE SIGNED: 1211412017 SHEET I I MI WINDOWS AND DOORS, LLC I11111rrT,, L 4/i CONCRETE/ MASONRY 650 WEST MARKET STREET S G GRATZ, PA 17030-0370 v •-GENS•gL9' BY OTHERS u SERIES 185 ALUMINUM SINGLE HUNG WINDOW 0,6 51 #= e• ` . , 52" X 72" NON —IMPACT sv •• e , FINLESS INSTALLATION DETAILS 0' STATE OF ; ` oatwN, oNc r:o. Rry iFS [OR1 p:•G• N. G.08 8 cI'11770MAL E?\N' VERTICAL CROSS SECTION 502549 w7NTS12/29/14 g OF I1 llllllll CONCRETEMSONRYWSTALLATION L R06ERTO LOYAS P.E. Luis R. Lomos P.E. I4= WOCOFORD RD LEY67SMLE NC 7TO23 FL No.: 62514 43+-M-0609 dbmasobb-Asps eon APPROVED SEA' AM BEHIND FIN i 7/16- MINI EDGE DISTANCE 1 1/4- MIN. EMBEDMENT 18 WOOD SCREW WOOD FRAMING BY OTHERS 1/4- MAX. SHIM SPACE RewavS DES.CWTION DATE A'MD" RDASED ANCHOR SPACING @ CHARTS 07/11/16 R.L REVISED GVSS 10/02/17 R.L. WOOD FRAMING 'I SHIM SPACE f11 ( BY OTHERS INTERIOR / f8 WOOD SCREW INTERIOR 1 1/4- % MIN. EMBEDMENT. jl I APPROVED SEALANT EXTERIOR / I BEHIND FIN 7/15- MIN EXTERIOR II III EDGE DISTANCE 7/16- MIN EOCE DISTANCE APPROVED SEALANT BEHIND FIN mzr um. -NI VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION NOTES., 1 /4- MAX 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, SHIM SPACE NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 1211412017 MI WINDOWS AND DOORS, LLC WOOD 650 WEST MARKET STREET x uIIIIIIII',, ` g R• J-. 4f i/ E Ns Fp FRAMING GRATZ. PA 17030-0370 G BY OTHERS SERIES 185 ALUMINUM SINGLE HUNG WINDOW 0„&126Lt # 52" X 72" NON —IMPACT tfr pT FIN INSTALLATION DETAILS OO- TATE OF. 4.t OFABN: No. ati nF ' c......• N.G.BDS024D7Ni5sSIOlAl115V\ D+tE 12/29/I4 OF 11 L ROBERTO LOWIS RE 1432 WOODFORD RD LEKUWL.LE. NC 270M nas P FL NO.: LUIS R. Lomas.E. 434-M-06O9 db=s@ bnu5p@.com 2 3/I6" 1 3/ 1— U1 FLANGE FRAME HEAD CM-18501 ALUMINUM 6063-TS .050' THICK 2 5/ 16" --j FLANGE FRAME SILL CM-18502 ALUMINUM 6063-T5.055' THICK 7 S/A" IT13/4' LOCK RAIDS 'ILE CM-18505 ALUMINUM 606345.062' THICK I GLAZING BEAD CM-18535 RIGID PVC .050' THICK 2 3/16- FLANGE FRAME JAMB CM-16503 ALUMINUM 6063-T5.050' THICK 2 5/16" - 2 ,3 FINLESS FRAME SILL CM-18554 ALUMINUM 6063-T5.055" THICK i- 1 7/16" 2 5i/16" I L SASH BOTTOM RAIL CM-18555 ALUMINUM 6063-T5.050" THICK i 15/16" SASH STILE CM-18507 ALUMINUM 6063-T5.050" THICK 2 3/i6' —j I I 1 5/16- 1 FINLESS FRAME HEAD CM-76553 ALUMINUM 6063-T5.050' THICK 2 5/16' 3 3/4" 1 GIN =AAAG CII I ALUMINUM 6063-T5.055- THICK 1 1/13" 21" - MEETING RAIL CM-1850/ ALUMINUM6063-T5.05F THICK 1 3/8- 2 3/16" 1 FINLESS FRAME JAMB CM48513 ALUMINUM 6063-T5.050' THICK 2 3/ 2 5/I6" FIN FRAME HEAD CM.18508 ALUMINUM 6063-T5.050' THICK 2 3/B 2 3/16" FIN FRAME JAMB CM-18510 ALUMINUM 6053-T5.050' THICK REY67CN5 DESCAiPf10N WE I APPROVM REYISr_D ANCHOR SPACING & CHARTS 07/17/16 R.L. REVISED GLASS 10/02/17 R.L. 5/8" 1/8" ANN. T/8" ANN. 1/8" ANN. Il 090 PVB BY KURARAY II METAL REINFORCED BUM SPACER EXTERIOR INTERIOR 1 /2" BIT-- Fz SILICONE I SEALANT 1t SET-UNG BLOCK GLAZING DETAIL MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON -IMPACT COMPONENTS DRAWN: N.G. 08-02549 smx NTS I 0111E 12/29/14 91EET 1 I OF 11 L ROBERTO LOU4S P E 1432 NA7ODFORD RD LEWSVILLE. NC 2,= 434688-0809 rromn®5b.12V@ D SIGNED: 1211412017 1R I IL o l GENS.gil+ 51 A : STTA T**E O ! Iu O. .4. O •'c OR10P• Luis R. Lomas P.E. FL No.: 62514 Florida Building Code Online https://www. Flori(labu i lding.org/pi-/pr_app_dtl.aspx?param=wG EVX... Business & i 1 i = riM rp'll -1, BC15 Home I Login User Registration { Hat Topks I Submt Surcharge Stats 6 Facts Publications . FBC Staff { BCIS Sde Map I Links I search I Florida a Product ApprovalUSER: Public User j Ptgdp l AnnmVei Me enu > rodmt or Ann1jWL4n Scafll > AR9_1j0(,M > Application Detail 4L" : Slk FL # FL15349-R10 Application lype Editorial Change Code Version 2017 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived Product Manufacturer Address/ Phone/Email Authorized Signature Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext2560 bsltlinger@miwd. com Brent Sitlinger bsltlinger@miwd. com Windows Fixed Certification Mark or Listing American Architectural Manufacturers Association Steven M. Urich, PE Validation Checklist - Hardcopy Received Standard AAMA 506 AAMA/ WDMA/CSA 101/1.S. 2/A440 Method 1 Option A Year 2011 2008 1 of 3 4/13/2018, 7:21 AM Florida Building Code Online https://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV X... Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products _ FL tf --- Model, Number or Name 15349.1 i 185 PW Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes I Impact Resistant: No Design Pressure: +60/-60 Other: CW-PG60 03/26/2018 03/26/2018 03/27/2018 Description 73 x 72 Insulated Glass _----- Certification Agency Certificate I FL15349 R10 C jCAgAPC 12786,12787.pdf Quality Assurance Contract Expiration Date 04/ 03/2023 Installation Instructions FL15349 R10 11 08.02357B.pdf Verified By: Luis R. Lomas, PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL15349 R10 AE 513124B.pdf I Created by Independent Third Party: Yes 1 15349. 2 185 PW 159 x 54 Triple CHS Insulated Glass Limits of Use j Certification Agency Certificate Approved for use in HVHZ: No FLl 349 RIO C CAC APC 15350.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/24/2021 Design Pressure: +55/-55 Installation Instructions Other: R-PG55 FL15349 111011 08-02949.pdf Verified By: Luis R. Lomas, PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL15349 R10 AE 513783.pdf Created by Independent Third Party: Yes 15349. 3_----185 PW Impact - - Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55/-55 Other: FW-LC55, Missile Level D, Wind Zone 3. Glass consisted of 5/32" tempered exterior - spacer - 5/32" annealed / 0.100 Solutia Saflex HP / 5/32" annealed. Glass was bedded In Pecora 896 silicone with 5/8" glass bite. 15349. 4 1185 PW Impact 72 x 72 Insulated Laminated Glass --- Certification Agency Certificate FL15349 R 0 C CAC APC 15.4 4.pdf Quality Assurance Contract Expiration Date 06/ 25/2021 Installation Instructions FL15349 R10 11 08-02948.pdf Verified By: Luis R. Lomas, PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL15344 R10-AE 5137i32_pdf Created by Independent Third Party: Yes 159 x 54 Triple CHS Insulated Laminated Glass Limits of Use Approved for use in HVHZ: No l Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure:-55/-55 j Other: FW-1155, Missile Level D, Wind Zone 3. Glass consisted of 1/8" annealed exterior - spacer - 3/32" annealed 1 / 0.090 Solutia PVB / 3/32" annealed. Glass was bedded in I Pecora 896 silicone with 5/8" glass bite. 15349. 5 185 PW Impact Limits of Use ! — Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55/-55 Other: FW-LC55, Missile Level D, Wind Zone 3. Glass consisted of 5/32" annealed exterior - spacer - 5/32" annealed / 0.100 Solutia Saflex HP / 5/32" annealed. Glass was bedded in Pecora 896 slllcone with 5/8" glass bite. Certification Agency Certificate FL15349 R10 C CAC APC 8272.pdf FL15349_ R10_C_CAC APC 8273.pdf Quality Assurance Contract Expiration Date 01/ 24/2021 Installation Instructions FL15349- R10_11_08-01614B.pdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports 1` 1-15349 R10 AE 512278B.pdf Created by independent Third Party: Yes 96 x 60 Insulated Laminated Glass Certification Agency Certificate F1. 15349 R10 C CAC APC 7962.pdf Quality Assurance Contract Expiration Date 12/ 05/2020 Installation Instructions FL15349 R10 11 08;01613B.pdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports 2 of 3 4/13/2018. 7:21 AM Florida Building Code Online https://www. floridahu i Id i ng.org/pr/pr_app_dtl.aspx?param=vG EVX... 1 I FLl 349 RIO _5 27J7B.gdfAFCreated by Independent Third Party: Yes sank r4eat Contact us :: 2601 Blair Slone Road. Tillafassee FL 32399 Phone: 850-487-1824 The State of Florida r5 an AA/EEO employer. LQpy!_t9ht 2007-2013 State of Florida.:: Privacy Statement :: Accessbilty Statement :: Refund Statement Under Florida law, email addresses are public records. U you do not want your a-mal address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mad If you have airy 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 emal address P they have one. The emalts provided may be used for official communication with the licensee. Howeveremal addresses are public record. If you do not wish to supply a personal address, please pmvloe the Department with an email address which can be made avalabhe to the public. To detertnare if you are a licensee under Chapter 455, F.S., please click Lw.M. Product Approval Aooepts: Credit Card Safe 3 of 3 4/13/2018, 7:21 AM NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6. 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. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16- OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL.: EXTRUDED ALUMINUM 6063-T5. 12. UNITS MUST BE GLAZED PER ASTM E1300-04/09. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #6 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. REVISIONS OESM WN MiE MPROVED REVISED INSTALLATION DETAILS 06/01/15 R.L. REVISED NAME AND ADDRESS 10/27/16 R.L. 15. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE A 10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 15. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4- MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 17. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 18. ALL FASTENERS TO BE CORROSION RESISTANT. 19. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION 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=0.42 B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM. D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KS1/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI .048" THICK MINIMUM 20. GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN IN SHEET 2. MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ, PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON -IMPACT NOTES TABLE OF CONTENTS ORAYIt Inc N0. REV SHEET NO. DESCRIPTION J.L. 08-02357 B 1 NOTES Sc'LE NTS JOATE 09/03/14 1 WET 1 OF 12 2 - 3 ELEVATIONS, CHARTS AND GLAZING DETAILS L ROBERTO LOADS P.E. 1412 WOODFORD RD LEIVISV1UE NC 4 - 12 INSTALLATION DETAILS 434-e8e-OW9 .mmu%*k.& w a SIGNED: 1111512016 R. I to 1// C.ENR' d,% ATATE OF O S 01111DS, ONAiL a\\ Luis R. Lomas P.E. FL No.: 62514 0 72 1/2" MAX FRAME WIDTH REVSONS REV DlxwPrtoN 1341E rPPrtoeD 6• MAX 18• MAX O.C. 6• MAX NOTES' A REVISED INSTALLATION DETAILS 06/01/15 R.L 6- MAX 1. MAXIMUMO.L.O.: 69Y4'X6834 8 REVISED NAME AND ADDRESS 10/27/16 R.L. 11 0/ 1 CHART01 t 8" Number of anchors required (wffhout rigid fillers) MAX O.C. Fram• ham. idth(I.) r- Wight 2/.00 J0.00 7L00 12.00 IR00 00 60.00 fiDO 7160 1 in) Ht5 mb HLS mb HISS Jamb HAS Jamb HLS mD Hi5 Jamb HSS mb H65 Jamb HAS Jamto 24.00 2 1 2 2 2 3 2 3 2 J 1 2 1 4 2 4 2 1 4 2 5 2 20.00 2 2 2 2 3 2 3 2 3 2 4 2 4 2 4 2 5 2 71 1/2• 2d00 2 3 2 3 3 2 3 3 3 3 4 3 4 3 5 3 5 3 MAX 42.00 2 3 2 3 3 3 3 3 3 1 3 5 3 5 1 e 3 FRAME I8.00 2 3 2 3 3 3 3 3 3 3 1 3 e 3 e 3 6 3 HEIGHT 60M 2 4 2 1 1 1 3 4 3 4 4 4 5 4 e 7 4 e0A0 2 4 2 1 J 1 3 5 5 1 5 5 5 e 5 7 5 Oa.00 2 4 2 4 3 5 5 3 e a 6 5 e e e 7 6 71.50 2 5 2 5 3 5 3 e 3 e T 5 7 6 T 7 7 REFER TO CHARTS SERIES 185 ALUMINUM FIXED WINDOW 11 & $2 FOR NUMBER OF EXTERIOR KEW CHARTR2 ANCHORS REQUIRED Number of anchors required (with rigid fillers) 72 1/2• MAX FRAME WIDTH Fram. Frame width (in) 6" MAX 18" MAX D.C. Haight 24.00 20.00 26.00 42.00 411.00 6/.00 60.00 alCO 72.60 I 6" MAX in) HAS Jamb HAS amb HAS Jamb HAS Pamb HAS Jamb HISS Pambl HAS Pamb HAS Jambl HAS Jamb 2400 2 2 2 2 3 2 3 2 3 2 4 2 1 4 1 2 4 2 1 5 2 3a.00 2 2 2 2 3 2 3 2 1 2 4 2 1 2 4 2 5 2 L 2 3 2 3 3 3 3 3 3 3 4 3 4 3 4 3 5 3 6• 00 1.0042 2 3 2 3 1 7 3 J J 3 4 3 4 3 1 5 3 f BXFL 48.00 2 3 2 3 3 3 3 3 3 3 4 3 4 3 4 3 5 3 54.00 2 4 2 4 3 4 3 4 3 4 4 1 4 4 4 4 5 4 60.00 2 1 2 4 3 4 3 1 3 4 4 4 4 4 4 4 5 1 71 1/2 t8• 5d00 2 2 3 1 3 4 3 4 4 4 1 4 5 MAX MAX O.C. 71.60 2 5 2 5 3 5 3 5 3 5 4 5 4 5 5 5 5 ME SEE SHEETS 4-7 FOR H,LSTALLATION DETAILSHFE REFER TO CHARTS SERIES f65 ALUMINUM FIXED DESIGNER WINDOW J 1 d: # 2 EXTERIOR VIEW FOR NUMBER OF ANCHORS REQUIRED DESIGN PRESSURE RATING IMPACT RATING 60.OPSF NONE SIGNED: 11115RO16 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. 111111111111,, J\S R I. 4f E NSFGRATZ, PA 17030 C, J+ 0 511 *_ SERIES 185 ALUMINUM FIXED WINDOW 73' X 72" NON —IMPACT fl r? a3>Lm_ FLANGE 6c FINLESS ELEVATION d CHARTS SO,• STATE OF i,4" cC0RIOr• bnArx bwc Ho r<v J. L. 08-002E1357 B Luis R. LOR103 P.E. FL No.: 62514 DAZENTS 09/03/14 2 OF 12 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWLSVLL14 HC 27023 43t-66&0009 r0ot @bbmxtW.c= 71 Fi HI 6' MAX 72 1/2" MAX FRAME mom ---{ 18" MAX O.C. 6- I MAX I L 18' j MAX O.C. 1/2" IAX AME IGHT 6" MAX REFER TO CHART 03 SERIES 185 ALUMINUM FIXED WINDOW FOR NUMBER OF EXTERIOR VIEW ANCHORS REQUIRED 72 1/2" MAX FRAME WIDTH 6" MAX 18" MAX O.C. —{ 6" MAX 00 18' MAX O.C. 71 1/2' MAX jFRAME HEIGHT I IEFER TO CHART #3 --- FOR NUMBER OF SERIES 185 ALUMINUM FIXED DESIGNER WINDOW ANCHORS REOUIRED EXTERIOR VIEW DESIGN PRESSURE RA TING JIMPACT RATING t6O.OPSF NONE NOTES: I. MAXIMUMD.L.O: 693V'X563r4' REVISIONS REV OESCRIPTM M7E APPROAD A REVISED INSTALLATION DETAILS 06/01/1!1 R.L. 8 REVISED NAME AND ADDRESS 1 10/27/16 R.L. CHART B3 Number of anchors required (!In installation) From• Frama width (In) LeiObt 24.w 00 Saw 1 42.00 taw 1 54.00 w.00 rawr72.50 Inl HLS mb HAS amb His Jamb H[S Jamb NLS JambiHLS amb N&S JambiH65 amb Jamb 2Aw 3 3 3 3 3 4 3 t 3 a 3 5 3 5 3 3 30.w 3 3 3 3 3 3 4 3 4 3 4 3 5 3 5 3 3 36.00 3 3 3 33 3 4 3 t 4 3 5 3 5 3 3 42.w 3 4 3 4 3 4 4 4 4 4 4 4 5 4 5 a4 48.w 3 a 3 4 7 a a 4 a a 4 a 5 a 5 4 4 54.w 3 4 3 1 3 1 4 1 4 4 4 4 5 4 5 4 e 4 60.0 3 5 3 s 3 5 4 5 4 5 4 5 5 5 5 5 a 5 caw 3 5 3 5 1 3 1 5 1 4 5 a 5 4 5 5 5 5 5 e 5 71.50 3 a 3 e 13 a 4 e 4 e 4 a 5 S e e a SEE SHEET B FOR INSTALLATION DETAILS MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ, PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73' X 72" NON —IMPACT FIN ELEVATION do CHART MAN. M NO. J.L. 1 08-02357 Sc E NTS 09/03/14 --3 OF 12 L ROLIEATO LAMS RE 4]2 WOOOFORD RO LEWISVRLE. NC 27an 134-cce-0609 nbrl diommDa.com SIGNED: 1111512016 0 q 0,.61251 OF — i 0 E O F ,'•t` aEv A• COR70? • '• B s`S ONA 11EaG\ Luis R. Lomas P.E. FL No.: 62514 a 1/2' MIN. EDGE DISTANCE WOOD FP.AL!ING 1 1/4 MIN. OR 2X BUCK EMBEDMENT STRUCTURE BY OTHERS I I BY OTHERS 1 1/4" MAX. J BACKER ROD SHIM SPACE BACKER ROD APPROVED tL' APPROVED SEALANT SEAIANT f 10 'HOOD SCREW EXTERIOR EXTERIOR INTERIOR 10 WOOD SCREW RIGID FILLER BACKER RODBACKERROD APPROVEDAPPROVED SEALANT 1/4- MAX Il Ir SHIM SPACE J_ SEALANT WOOD FRAMING I 1 1/4' MIN. METAL OR 2X BUCY, EMBEDMENT STRUCTURE BY OTHERS BY OTHERS EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION 3/4' MIN j EDGE DISTANCE 1/4' MAX. SHIM SPACEJ_4T 110 SMS OR SELF DRILLING SCREW INTERIOR g10 SMS OR SELF DRILLING SCREW RIGID FILLER 1/4" MAX. a SHIM SPACE 3f4" MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION REVI$IDNS MSCRIPT10n1 REVISED INSIALLATION DETAILS RFVLSED NAME AND ADDRESS DATE APPROVED 05/01 / 15 R.L. 10/27/16 Rl. 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 ASTM E2112 1 114" MIN. 1/4' MAX. L_ 1/4" MAX. EMBEDMENT F SHIM SPACE SHIM SPACE T— T1EDISTANCE EDGE MIN. 3E DISTANCE MIN. EDGE INTERIOR SIGNED: 1111512016 INTERIOR I MI WINDOWS AND DOORS, LLC \\111111III,I, 650 W. MARKET ST. \\\\\g R• L pM//// P10 WOOD / fi0 SMS OR GRATZ, PA 17030 `v •\GENSF9J SCREW / SELF DRILLING I __ SCREE SERIES 185 ALUMINUM FIXED WINDOW `*• 0 5 = wS WOOD FRAMING EXTERIOR EXTERIOR 73" x 72" NON -IMPACT _ 9a= OR 2X BUCK METAL J FINLESS INSTALLATION DETAILS WITHOUT FILLERS TAT OF rL 3Y OTHERS BACKER ROD STRUCTURE BACKER ROD O ' APPROVED BY OTHERSAPPROVEDDRAIW ws ND, REVSEALANTSEALANT i°[pR10?' J. L. 08-02357 E JAMB INSTALLATION DETAIL JAMB INSTALLATION DETAIL SCALE NTS I DATE 09/03/ i 4 $1M 4 OF 12 /o/11IIAI110\ WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE INSTALLATION L ROBERTO LO fAS RE Luis R. Lomas P.E. 1I32 WOODFORD RD LE NRSVILLE NL 27aM FL No.: 62514 JI-6RD-0C09 rAamutlManmp.Gm REVISIONS RCV OESCRPiCN DATE APPROVED 2 1/2 MIN. A REVISED 14STALLATICN DETAILS 06/01/15 R.L. EDGE DISTANCE B I REVISED 4ANE AND ADDRESS 10/27/16 R.L. CONCRETE/MASONRY BY OTHERS •. 1 1 1/4" MIN. BUCK 1 1/4- MIN. EMBEDMENT OPTIONAL tx a EMBMMENT SEE NOTES 3 — 7 SHEET I a j CONCRETE/MASONRY BACKER ROD 1/4 MAX. BY OTHERS 1/4" MAX. APOROVED SHIM SPACE SHIM SPACE SCALANT NOT 1% SUCK ffflll •° SEE NOTES 3 - 7SEE SHLLI 1 3/16" T.APCON EXTERIOR INTERIOR 3/16" TAPCON I INTERIOR 3/16" TAPCON r BACKER ROD do APPROVED SEALANT 1/4" lf.AX. 2 1/2- 1X BUCKOPTIONAL" SHIM SPACE MIN. SEE NOTE 3 - 7 F EDGE ° EXTERIORSHECTIDISTANCE j BACKER CONCRETE/MASONRY DAPPROVED 6Y OTHERS n 1 1/A" MIN. SEALANT 4 EMBEDMENT JAMB INSTALLATION DETAIL 4 1 a . I CONCRET EIMASONRY INSTALLATION 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRE7EJ114ASONRY INSTALLATION SIGNED: 1111512016 MI WINDOWS LLC I MND%DOORS, ST. S R ! L o // / ET GRATZ• PA 17030 r,•GENSF,J' NOTES, SERIES 185 ALUMINUM FIXED WINDOW D 51 *` 1.INTERIORANDEXTERIOR FINISHES. BYOTHERS. 73" X 72" NON-IMPACTy` NOTSHOWNFORCLARITY. FINLESS INSTALLATION DETAILS WITHUT FILLERS OTHERS TO BE p TAT OF Q 2. PERIME7ER AND JOINT SEALANT BY Qom. DESIGNED W ACCORDANCE WITH ASTM E2112 ORA'm TVG NJ. REV s . O R IO , e\ J. L 06-02357 B S/ONALE? S NTS GATE 09/03/14 SN- 5 OF 12 1III11111 0 L. ROBERTO LOMAS P E Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE. NC 27O23 FL No.: 6251° 434- 6M- MM 0wnas@Mwwm c= 1/2' MIN. EDGE DISTANCE WOOD FRAMING METAL OR 2X BUCK r EMBEDMENT STRUCTURE BY OTHERS BY OTHERS BACKER ROD 1/4" MAX. SHIIA SPACE BACKER ROD k APPROVED k APPROVED SEALANT RIGID FILLER SEALANT 1G WOOD SCREW EXTERIOR EXTERIOR Iry I crilurl 10 WOOD SCREW RIGID FILLER BACKER ROD BACKER ROD — k APPROVED 1/4' MAX, k APPROVED SEALANT F SHIM S°ACE SEALANT WOOD FRAMING 1 1/4' M!N. METAL OR 2X BUCK STRUCTURE BY OTHERS EMBEDMENT i BY OiHERS 1 1/2' MIN. EDGE DISIANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4' MIN. 1/4" M.SX. EMBEDMENT r 541M SPACE T— F r RIGID FILLER 1/2" MIN. EDGE DISTANCE If 10 WOOD SCREW WOOD FRAMING J EXTERIOR OR 2X BUCK BY OTHERS BACKER ROD k APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 3/4' MIN EDGE DISTANCE I 10 SMS OR SELF DRILLING SCREWS METAL —/ ¢ — EXTERIOR STRUCTURE BACKER. ROD BY OTHERS 3 APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION L _ 3/4" MIN Ir i EDGE DISTANCE 1/1" MAX. T SHIM SPACE RIGID FILLER IFi0 SMS OR SELF DRILLING SCREW INTERIOR 10 SIAS OR SELF DRILLING SCREW RIGID FILLER 1 j4" MAX. L SHIM SPACE 3/4" MIN EDGE DISTANCE METAL STRUCTURE INSTALLATION 1/4" WAX, r SHIM SPACE RIGIC FILLER R-ASIONS Rr CCSCRIPTIDN D.T_ I MPRDMKD A REVISED INSTALIAT10N DETAILS 06/01/15 R.L. D I REVISED NAME AND ADJRCSS 1 10/27/16 IRL 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 AS TM E2712 SIGNED: 1111512016 MI WINDOWS AND DOORS, LLC 11111111/ILA, 6KET ST. GRATZ, PAR17030 vJ\S GENOF 51 # = 0 =XTAf1SERIES185ALUMINUMFIXEDWINDOW 7X 72" NON —IMPACT FINLESS INSTALLATION RIGID FILLERS DETAILSWITHOF OFO•' c(OR10?• DaAKN: baG ND RLv 08 B SSrONIn1111 G\`\ Luis R. Lomas P.E. F NTS °`TE 09/03/14 SK=67 OF 12 L ROBERTO LOCUS P.E. 143zwvDDwR° RDLEMSVMLENC27dM 434- 69-009 r11vnx90&dmr..q am FL No.: 62514 tEv DESCMPTIG+ GATE PP.CVED 2 1/2" LAIN. A REVISED INSTALLTICN DETAILS 06/01/15 R.L. EDGE DISTANCE 9 REVISED NAME ANO ADDRESS 10/27/16 R.L. CONCRETE/MASONRY BY OTviERS I j 1 1/4" MIN. 1 1/4' MIN. EMBEDMENT OPTIONAL IX BUCK EMBEDMENT SEE NOTES 3 — 7 SHEET 1 11 I CONCRETE a BACKER ROD 1/4" MAX. BY OTHERS I i/4" MAX. APPROVED 1 SHIM SPACE I SHIM SPACE SEALANT OPTIONAL IXSUCK — o RIGID FILLER 3SEENOTES — 7 RIGID FILLERSHEET11111 3/16" TAPCON a EXTERIOR INTERIOR 3/16" TAPCON INTERIOR BACKER R00 3/16" TAPCON APPROVED SEALANT RIGID FILLER MAX. 2 IN. OPTIONAL 1X BUCK r HIMISHIM SPACESEENOTE3 — 7 r EDGE SHEET I DISTANCE EXTERIOR CONCRETE/MASCNRY BACKER ROD APPROVED BY OTHERS u I 1 1/4 MIN. SEALA• a EMBEDMENT IAMB INSTALLATION DETAIL CONCRETEI MASONRY INSTALLATION 2 i j ?_" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRET FJMASONRY 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 ASTM E2112 SIGNED: 1111512016 MI WINDO WW DXETDOORS, LLCMA S R!Ito r •\LENSGRATZ, PA 17030 iP9% f• _ y,M Dy6}51SERIES185ALUMINUMFIXEDWINDOW 73" X 72" NON—IMPACT2 fFINLESSINSTALLATIONDETAILSWITHRIGIDFILLERSp , TAT OF , O,c. FS . C ORI P •G` ofu.N' a+vc No. REV 08-02377 B s/O11111110?\\\\ Luis R. Lomas P.E. scar - ° AK 09/03/14 OF 12 L ROBERTO LOMAS P.E 1472 WOODFORD RD LEVASVILLE. NO 27M FL No.: 62514 4..- W-0609 rmmtWWb a.ow 1/2" MIN. EDGE DISTANCE VYOOD FRAMING 1 1/4- MIN OR 2X SUCK EMBEDMENT BY OTHERS 1 t t 1/4" MAX. BACKER ROD Y I SHIM SPACE APPROVED SEALANT BEHIND FLANGE 10 WOOD SCREW METAL I"—'i '_ 3/4.,,_ I" .._. STRUCTURE BY OTHERS BACKER ROD S APPROVED SEALANT B=HIND FLANGE IUL EXTERIOR EXTERIOR INTERIOR 1/4" MAX. SHIM, S°ACE 10 SMS OR LF DRI_LING REV/ INTERIOR 10 SMS OR a10 WOOD SCREWSCREW SELF DRILLING RIGID FILLER BACKER ROD I: BACKER ROD & RIGID FILLER APPROVED SEALANT 1/4" 1AkX. APPROVED SEALANT BEHIND FLANGE SHIM SPACC BEHIND FLANGE 1/4" MAX. III SHIM SPACE WOOD FRAMING 1 1/ MIN. METAL OR 2X BUCK BY OTHERS EMBEDMENT STRUCTURE BY OTHERS I 3/4" MIN t/2" MIN EDGE DISTANCE EDGE DISTANCE VERTICAL CROSS SECTION VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION WOOD FRAMING OR 2X BUCK INSTALLATION REVMOIS RN DESCRIPTION DtTr_ APPROVED A REVISED INSIALLATION DETAILS 06/01/15 R.L. B REVSED NAME AND ADDRESS ID/77/16 R.l 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 Ell 12 1/4" MAX. 1 1/4" MIN. 1/4" MAX. SHIM SPACE EMBEDMENT SHIM SPACE1 I F 1 /2- MIN. 3/4- MIN. INTERIOR EDGE DISTANCE EDGE DISTANCE SIGNED: 1111512016 INTERIOR MI WINDOWS AND DOORS, LLC V1111111f1// 650 W. MARKET ST. 5 R L 04f,9v10WOOD10SMSOR GRATZ. PA 17030 GENSF J+ SCREW SELF DRILLING SERIES 185 ALUMINUM FIXED WINDOW*• 0y6125 * - SCREWS 73" X 72" NON—IMPACTJ WOOD FRAMING OR 2X BUCK EXTERIOR METAL EXTERIOR FLANGE INSTALLATION DETAILS WITHOUT FILLERS TAT_F OF BY OTHERS BACKER RGD do STRUCTURE BY OTHERS BACKER ROD & DRAWN: Dwc RD REV i t'• NCO 10' • f' cS: • • • R• , G FLANGE APPROVED SEALANT 08—02s357 B i/5'/ONA S \\\\ BEHAPPINDDVED BEHIND FLANGE swE DATcTUTS 09/03/14 8 OF 12 JAMB INSTALLATION DETAIL JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLA77ON METAL STRUCTUREINSTALLA77ON L AOSEWD LOMA,S P.E. wrWOODFORDRDLEWLSVXa.NC27023 Luis R. Lomas P.E. FL No.: 62514434 RLY61CNs REV OCSCRIPIRIN DATE PROVED 2 1/2 M:N. A REVISED INSI'ALLATION DBMS 06/01!15 R.L. EDGE DISTANCE B REVISED NAME AND ACORESS 10/27/ 16 R.L. CONCRETE/MASONRY BY OTHERS a 1 1/4" MIN. 1 1/4" MIN. EMBEDMENT OPTIONAL 1X BUCK a EMBEDMENT SEE NCTES 3 — 7 SHEET 1BACKER GE CONCRETE/MASONRY ROD 1/4 BY OTHERS 1/4' MAX. APPROVED SEALA SHIM SPACE SHIM SPACE BEHIND FLAN OPTIONAL IX BUCK SEE NOTES 3 — 7 SHEET 1 3/ 16" TAPCON a EXTERIOR INTERIOR 3/16" TAPCON INTERIOR BACKER ROD & APPROVED SEALANT 3/16" TAPCON I BEHIND FLANGE OPTIONAL iX BUCK 1/4" MAX. 2 i/2" SEE NOTE 3 — 7 SHIM SPACE MIN. EGE v SHEET 1 DISTANCE EXTERIOR CONCRETE/MASONRY BACKER RCD do BY OTHERS a 1 1/4" MIN.F APPROED SEALANT a e EMBEDMENT BEHIND FLANGE FLANGE JAMB INSTALLATION DETAIL c CONCRETEMASONRY INSTALLATION a 2 1 /2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETFJMASONRY INSTALLATION NOTES. 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. R PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2712 SIGNED: 11i 1512016 MI WIND oWw. MNDXET OORS, LLC IR II LIO i, GRATZ, PA 17030 5 CE1is, 9J,% 0 5 * = SERIES185ALUMINUMFIXEDWINDOW73" X 72" NON —IMPACT_ o g FLANGEINSTALLATIONDETAILSSWITHOUTFILLERSDOF TATOFMj cF ' c OR1 A• {'\ DNAMN• DWG rm. RPI 08- 0 57 B ss oIIJL III111%G` Luis R. Lomas P.E. FL No.: 62514 sue OAT[ NTS09/03/14 9 OF 12 L ROSEATO LONAS P E. IS1211OODFORD RD LEV SVILLE. NC 27029 3U6218-=9 ILlvnase`tfa span 1/2" MIN. EDGE DISTANCE WOODTRAMING I 1 MIN, 3/4• MIN OR 2X BUCK EMBEDMENT METAL EDGE DISTANCE BY OTHERS STRUCTURE BY OTHERS 1/4" MAX. I R j SHIM SPACE 1!23-3 1/4" MAX J BACKER ROD & SHIM SPACE APPROVED SEALANT I BACKER ROD BEHIND FLANGE RIGID FILLER APPROVED SEALANT RIGID FILLER 10 WOOD SCREW BEHIND FLANGE N10 SMS OR SELF DRILLING SCREW EXTERIOR EXTERIOR INTERIOR INTERIOR 10 SMS OR 10 WOOD SCREW SELI" DRILLING SCREW BACKER ROD k RIGID FlLLER BACKER ROD & RIGID F11 LER APPROVED SEALANT 1/4- MAX, APPROVED SEALANT BEHIND FLANGE SHIM SPACE BEHIND FLANGE 1/4" MAX j SHIM SPACE WOOD FRAMING 1 1/4" MIN. ME AL f OR 2X BUCK BY OTHERS EMBEDMENT STRUCTURE BY OTHERS I 3/ 4" MIN 1/2" MIN EDGE DISTANCE EDGE DISTANCE VERTICAL CROSS SECTION VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4" MIN. 1/4" MAX. EMBEDMENT SHIM SPACE 7 T— RIG!D FILLER 1/2" MIN 3/4- MIN. EDGE DISTANC EDGE DISTANCE I INTERIOR k10 WOOD 10 SMS OR SCREW SELF DRILLING SCREWS WOOD FRAMING OR 2X BUCK EXTERIOR METAL BY OTHERS BACKER ROD d STRUCTURE APPROVED SEALANT BY OTHERS BEHIND FLANGE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLA TION 1/4" MAX. SHIM SPACE r RIGID FILLER REVLSIDNS REV DESCRIP7I0N DkTE APPRDVrD A REVISED INSTALLATION DETAILS 06/01/15 JR.I. B REVISED NAME AND ADDRESS 10/27/16 1 RL. NOTES: I. INTERIOR AND EXTERIOR FINISHES, BYOTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 1111512016 I MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ. PA 17030 g R1p • GENS 9J+ 0 5 R SERIES185ALUMINUM. FIXED WINDOW 73" X 72" NON —IMPACT EXTERIOR FLANGE INSTALLATION DETAILS WITH RIGID FILLERS p , TA OF ; to ACKER ROD & PPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION i'• [ ORIOP l G NA Luis R. Lomas P.E. FL No.: 62514 DRAWN J. L. Orc No. 08- 02357 R Y scwLE GATE s En NTS09/03/14 10 OF 12 1432K9` DPORDRD0LELOMAS LF WISVX C)AC27= 434-m- OW9 'ftaas@9Nomupe=J 2 1/2" MIN. EDGE DISTANCE CONCRETE/MASONRY I I BY OTHERS ° +. I 1/4 MIN. e OPTIONAL 1X BUCK • • ° EMBEDMENT SEE NOTES 3 - 7 - SHEET I I I I I I BACKER ROD & APPROVED SEALANT BEHIND RANGE EXTERIOR BACKER ROD & - APPROVED SEALANT BEHIND FLANGE OPTIONAL 1 X BUCK - SEE NOTE 3 - 7 SHEE1 I CONCRETE/MASONRY - BY OTHERS REV610N5 REY DESCft wri W7E aPWICVED A REVISED INSTALUITION DET,VLS 06/01/15 R.L B REVISED NAME AND ADDRESS 10/27/16 R.L. 1 1/4" MIN. EMBEDMENT a CONCRETE/MASONRY J 1/4 MAX. J BY OTHERS _ 1/4' MAX. SHIM SPACE + SHIM SPACE OPTIONAL 1 X BUCK RIGID FILLER SEE NOTES 3 - 7 SHEET 1 RIGID FILLER 3/16" TAPCON a INTERIOR 3/ 1 E" TAPCON i INTERIOR 3/16' TAPCON RIGID FILLER 1/4' MAX. I SHIM SPACE JI I -r 1I 1 1/4' MIN. EMBEDMENT a 2 1/2" MIN. EDGE DISTANCE. VERTICAL CROSS SECTION CONCRETEIMASONRY INSTALLATION 2 1/2• I MIN. EDGE DISTANCE EXTERIOR I BACKER ROD & APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL CONCRETEfCASONRY INSTALLATION SIGNED: 1111512016 MI WINDOWS ND DOORS, LLC 11R111L10/,,/ NOTES f. INTERIOR AND EXTERIOR FINISHES. BYOTHER$ MNDK 5 GENS• qJ+ NOT SHOWN FOR CLARITY. GRATZ. PA 17030 11, z . 6• SERIES 185 ALUMINUM FIXED WINDOW 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE A'('ID/y7S 1 DESIGNEDWACCORDANCEWTINASTMElff273" X 72" NON -IMPACT FLANGE INSTALLATION DETAILS WITH RIGID FILLERS TAT OF w i0 R .; i S [OR10' :A'• DRAM.. LAIC;t— REI J. L. 08-02357 B II 1 smENTSare09/03/14 1 S ELT 11 OF 12 Luis R. Lomcs P.E. L. ROBERTO LOWS P.E. fCJVIA# O OFORDRDLEWSVkLE.NC27GM I34E8606M fww@Vama".cw FL No.: 62514 RNHSIONS REV 13MRIPDON DATE APPROVED A REVISED INSTALLATION DETULS 05/01/ 15 R.L. APPROVED 9 REVISED NAME AND ADDRESS 10/27/16 R.L. SEALAni BEHIND Fit, 1 7/" 1.11N. EMBEDMENT j6 WOOD WOOD SCREWBY OTHERS 1/4" MAX. Sf IIM SPACE WOOD FRAMING { 1/4" MAX 3/8" MIN BY OTHERSEDGE ISHIM SPACE DISTANCE rLINTERIOR j 6 WOODINTERIOR SCREW EXTERIOR 1/4" MAY. SHIM SPACE 111QQ 3/B' MIN 1 EDGE DISTANCE 6 WOOD STOOD SCREW FRAMING APPROVED — 1 1/4' MIN BY OTHERS SEALANT EMBEDMENT BEHIND FIN VERTICAL CROSS SECTION WOW FRAMING OR 2X BUCK INSTALLATION 1 1/4- MIN. EMBEDMENT V 9 T__ hrLr APPROVED SEALANT BEHIND FIN EXTERIOR 3/S" MIN EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARFTY. 2 PERIMETER AND JOWT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WITH ASTM E21 I2 AEI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ. PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON -IMPACT FIN INSTALLATION DETAILS DRAWN: OWL No. J.L. 08-02357 SAYE NTS —' 09/03/14 sRET.T 1 2 OF 12 L RORERTO L01144.S PC 1d92 KVODFORD RD LEVASVUE, AC 27= 434-M-OW9 4lMna &kiWo p&Cc SIGNED: 1111512016 0 ir-1•. 4TAie OF,:= O RED 'OE:•'cIORIOt'••i': Luis R. Lomas P.E. FL NO.: 62514 Florida Building Code Online https://www.floridabuilding.org/pr/pi_app_dtl.aspx?parain=wGEVX._. ' I Business & Professional Regulation - t BCIS Home I Login I User Registration Hot Topics I Submit Surcharge I Stars R Facts I PubkaWns I FBC Staff I BCIS Site Map L nks I Search I Florida n ra sl ;j;l Product ApprovalwusER: Public User F1•M f Plgp_rGLApQ_r0 al (e2u > r4Rv<S9iEl7DLiQ11gb50r1tcQ > appkgLhn_ = > Application Detail FL # FL15353-R3 Application Type Revision Code version 2017 Application Status Approved Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717)365-3300 Ext2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions 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 Luis R Lomas, PE the Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL155353 R3 COI FLCOI.pdf Standard AAMA 450 Year 2010 1 of 3 4/ 1312018, 7:26 AM Florida Building Code Online https://www.floridabtiilding.org/pr/pr_app_dtl.aspx?parain=wGEVX... Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 10/16/2017 10/23/2017 10/26/2017 12/12/2017 Summary of Products __- ____ __ - .. _ •___.______ ___ FL # I Model, Number or Name I 15353.1 - _ _ - 5764 __- r- - Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Max single window size: 52-1/8" x 84". Max mullion span: 104-1/4". Description Horizontal Aluminum Mullion Installation Instructions F_115353_R tl 0&4,19 a Rdf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL15353 R3 AE 512Q72B.1151f Created by Independent Third Party: Yes 15353.2 5764 I Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use In HVHZ: No EI.15Q53_83_I 48=0194B,Dclf Approved for use outside HVHZ: Yes I Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent -third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion I &15353 R3 AE 512Q ,3 p-df span: 83" I Created by Independent Third Party: Yes 15353.3 5765 Horizontal Aluminum Mullion Limits of Use `— I Installation Instructions Approved for use in HVHZ: No I FLt5_353_93_11 0 _43!L1442df Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion EI 1.353_R3 Sk2Q73.I1df span: 156-3/8" Created by Independent Third Party: Yes 15353.4 15765 -- - - - - I Vertical Aluminum Mullion i -- -- -- Limits of Use I nstallation Instructions Approved for use In HVHZ: No FL15353 R3 if 08-01,440B.Pdf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514IImpactResistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FL15353 R3 AE 512064B.pdff span: 83". Created by Independent Third Party: Yes 15353.5 CM 18514 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use In HVHZ: No I FL15353 R3 II 08R1442B odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FI.t5353 R AE 5.120 6BB,pcif j length_83". Created by Independent Third Party: Yes I 15353.E I CM 18520 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Max single window size - 52-1/8" x 84". Max mullion span - 156-3/8" Horizontal Aluminum Mullion Installation Instructions FL15353 R3 II 08-014510.p is_f Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL15353 R3 AE 5129--15B. Q Created by Independent Third Party: Yes 15353.7 I CM-18523 _ Horizontal Aluminum Mullion 2 of 3 4/13/2018, 7:26 AM Florida Building Code Online https://www.floridabu i id ing.org/pr/pr—app_dti.aspx?parain=wGEVX... Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Max single window size - 52-1/8" x 84" span - 104-1/4". 15353.8 1 CM-18531 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Installation Instructions FL15353 R3—l1 I B_OZ452B.pdf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports Max mullion FL15353 R3AE 5120Z.6_B.p0f Created by Independent Third Party: Yes Vertical Aluminum Mulllon Other: Max single window size: 52-1/8" x 84". Max mullion span - 83" 15353_9 -- - I CM_18532 Installation Instructions EL15353 R3 It 0 i--01443n.Z Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL15353 R—AF512067B.od1 Created by Independent Third Party: Yes Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FLX5353 R3 II 00-CLL153B. df Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size - 52-1/8" x 84". Max mullion FL15 5 —g3 AE 512077B.pdf span - 156-3/8" Created by Independent Third Party: Yes 15353.10 CM-18533 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No EL15353 R3 U 08-01444t),pdf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FL15353_t3 AE_5L21168B.pdf span: 83" 1 Created by Independent Third Party: Yes t - --- ----- ---- -- 15353.11 I CM-18534 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use In HVHZ: No L15353 R3I 0I8-01454B.PI Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FL35R3 AE 512078R pdf span: 156-3/8". Created by independent Third Party: Yes ltadt Noat LQ- GtM V5 :: 24913IIaiC5lone Road. taAahassee FL-32393 Cho-mLOS9-487-182! The State of Florida Is an AA/EEO employer. Copyjdght 2007.2013 State of Florida.:: P.LvaSy_510tement :: :: Refund 5tetCl_nCP_t Under Florida law, email addresses are pubic records. If you do rat want your a-mai address released in response to a public -records request, do rot send electronic mat to this entity. Instead, contact the office by phone or by tradklonal mall. If you have any questions, please contact 850.487.1395.'Pursuant to Section 455. 275(l), Florida Statutes, effective October 1, 2012, Icensees licensed under Chapter 455, F.S. must provide the Department with an emal address If they have one. The emaik 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 Ifyou are a licensee under Chapter 455, F.S., please click bmr-. Product Approval Accepts: 5ia5i foal Credit Card Safe 3 of 3 4/13/2018, 7:26 AM NOTES: i) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED 10 COMPLY WITH REOUIREMENTS OF THE FLORIDA BUILDING CODE. 2) WOOD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY 1RANSFEFi ALL LOADS TO STRUCTURE. FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) ALLOWABLE 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 CALCULATIONS. 4) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WINO BORNE DEBRIS REGIONS UP TO WIND ZONE 3. 5) DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL. 6) SINGLE WINDOWS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING. WINDOWS MUST BE MANUFACTURED BY MI WINDOWS AND DODRS. INC 7) DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE LESSER. DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW OR DOOR UNIT. 8) UNITS MAY BE MULLED TOGETHER INDEFINITELY AS LONG AS SINGLE UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED AND MULLION IS ANCHORED AS SHOWN HEREIN 9) MULLION VERTICAL INSTALLATION IS SHOWN, MULLION MAY BE USED IN HORIZONTAL .APPLICATIONS AS LONG AS DIMENSIONS INDICATED HEREIN ARE NOT EXCEEDED AND MULLION IS ANCHORED ACCORDING TO THIS DOCUMENT. DESIGN PRESSURE TABLE INSTRUCTIONS: 1) DEFINE REQUIRED DESIGN LOAD PER FEORIDA BUILDING CODE CHAPTER 16. 2) DETERMINE TRIBUTARY WIDTH AND MULLION SPAN BASED ON PRODUCT 10 BE INSTALLED. SEE FORMULA FOR TRIBUTARY WIDTH 3) LOCATE MULLION SPAN (UNIT HEIGHT) AND TRIBUTARY WIDTH. AT THE INTERSEC11ON OF ROW AND COLUMN CONTAINING THE MULLION SPAN AND TRIBUTARY WIDTH RESPECTIVELY IS THE MULLION RATING FOR PRODUCT IN STEP 2. MULLION RATING MUST BE EQUAL OR GREATER THAN REQUIRED DESIGN PRESSURE OBTAINED IN STEP i. TRIBUTARY WIDTH Wf + W2 2 REVISIONS RN I DESCRMION 0.7E APPROVED A P.EV6ED 'NSTALLAIIDN DETAILS 06/10/15 R.L. B REVISED ANCHORING NOTES k IKStL DET. 06/07/17 R.L ANCHORING NOTES: 1) FOR ANCHORING INTO WOOD FRAMING OR 2X. BUCK USE #10 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE` A 1 3/8' MINIMUM EMBEDMENT. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 3. 2) FOR ANCHORING INTO CONCRETE USE 1/4' ELCO ULTRCON TAPCON WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 3. 3) FOR ANCHORING INTO METAL USE #10 SASS OR SELF DRILLING SCREW WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 3. 4) ALL FASTENERS TO BE CORROSION RESISTANT. 5) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION 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=0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTIR C-90, GRADE N, TYPE 1 (OP, GREATER). D. METAL STRUCTURE -STEEL 18GA (.048') FY=33KSI/FU=52KS1 OR ALUMINUM 6063-T5 FU=30K51 .062' THICK MINIMUM. 6) FOR ATTACHING WINDOW UNITS TO MULLION USE #10 SELF TAPPING SCREWS WITH SUFFICIENT LENGTH, TO ACHIEVE A MINIMUM EMBEDMENT OF THREE THREADS PAST THE MULLION VIALL. LOCATE SCREWS 6" FROM EACH MULLION END AND 12" MAX. O C. THEREAFTER. STAGGER SCREV,S AT EACH WINDOW. TABLE OF CONTENTS SHEET NO. DESCRIPTION ORAwN- 1 NOTES V.L. 2 CONFIGURATIONS AND DP CHART Sc.K NTS 3 INSTALLATION DETAILS 4 COMPONENTS SIGNED: 1011312017 MI WINDOWS AND DOORS, LLC 111111IIr1'// R Lo%19 i 650 WEST MARKET STREET J\5 GRATZ, PA 17030-0370 GENSF ,d1 i 0„6T251/ 5764 - VERTICAL MULLION 53" MULLION SPAN 6c7s er` GENERAL NOTES D• TATEE OF i'ic sa ONA`1E\\N owc Nc. REv 05 9 B Luis R. Lomas P.E. 50EN1 wzOt/i1/12 OF a L ROBERTO LOOMS P.E. 432WOODFORDRDLEWiSVLLLE. NC27a23 FL NO.: 62514 GE60W9db.A5*kbm Wf. wa 107 3/8- COMBINED WIDTH 3" 8 FRAME r.EICHT WINDOW WINDOW MULLION SPAN) J 107 3/8. CCMBINED WIDTH W1 83' FRAME HEIGHT MULLICN SPAN) fj/ WINDOW WINDOW J_ 107 3/8- COMBINED WIDTH w1 w2 I 33' f/ WINDOW FRAME HEIGHT WIND O WINDOIA MULLION SPAN) wI---4-W2 IF- 107 3/8" COMBINED WIDTH Deslgn Dressure ratinq (pat) Mullion span Qn) Tributary 1&13 25.50 width (in) 30.00 142.00 4&00 152.131 25.00 120.0 120.0 120.01 120.0 1200 120.0 37.38 120.0 120.0 120. 0 120.0 120.0 120. 0 49.63 120.0 98.3 81.2 76.9 75.2 75.1 62.00 7To 522 39.7 35.9 33.4 32.3 65.63 59 6 43.7 33.0 29.6 27.4 26.3 72.00 44.9 32.7 24.4 1 21.8 19.9 19.0 84.00 28.1 20.3 URGE AND SMALL MISSILE IMPACT, LEVEL D. WIND ZONE 3 DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND 00 NOT INCL UDE FLANGE. 107 3/8- COMBINED WIDTH I^ W11 8 LV/j/ FRAME WINDOW HEIGHT MULLION SPAN) F_ 107 3/8" COMBINED WIDTH W1-1r--W2H T- 83" % WINDOW J FRAME / HEIGHT WINDOW WINOO MULLION I J11 - - YJ2 107 3/8" COMBINED WIDTH REVSCNS I RLv I DLSCRPTION I WL I APPRDVDD A ' REVISED INSTALLATION OETMIS I 00/10/15 R L. B REVISED ANCHORING NOTES k INSTL OET.I 05/07/17 RL. 107 3/8• COMBINED WIDTH 1 w1 -{i wz 83' J J WINDOW r J FRAME HEIGHT WINDO WINDOW MULLION SPIN) J I APPROVED CONFIGURATIONS MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED WIDTH DOES NOT EXCEED 107 M' AS SHOWN HEREIN. Design pressure rating lost) with rebar Mullion span on) T butary width In 16.13 25.50 3&W 42.00 4&00 152.131 25.00 120.0 120.0 120.0 120.0 120.0 120.0 37.38 120.0 120.0 120.0 120.0 120.0 120.0 49.63 120.0 98.3 81.2 76.9 75.2 75.1 6Z00 95.2 70.0 53.3 4$1 44.8 43.4 65.63 80.0 58.6 44.2 39.7 36.7 35.3 72.00 60.3 43.9 32.8 29.2 26.7 25.5 84.00 37.7 27.3 20.1 17.7 16.0 15.1 LARGE AND SMALL MISSILE IMPACT, LEVEL 0, WIND ZONE 3 DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT INCLUDE FLANGE. W1 -II-- W2 107 COMBINEDDWYJIDTH CAIWINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 5764 - VERTICAL MULLION 83" MULLION SPAN APPROVED CONFIGURATIONS AND RATING CHARTS DRAWN' V. L. 1 08-01439 sc'LL NTS -- 01/11/12 r--2 OF 4 L ROBE4TO LOW P.E. 1412 A' ODDFORD RD LEWZSVILL= AC 27= 436-CM- M ra0aSS@kbMa5MccM SIGNED: 1011312017 ICJ0r7j//' gip- 5. STA- OF i0 2' OR10P•` rsS ONAj1E G\ Luis R. Lomas P.E. FL No.: 62514 REVS -DNS RLV OESCMION DATE APPROVED 1" MIN EDGE DISTANCE REAVISED INSTALLATION DETAILS 06/ID/15 RL. B REVISED ANCHORING NOTES & INSTL DET. OS/07/i7 R.L MASONRY/ CONCRETE BY OTHERS 1 e ', • 1 i/4 MIN. EMBEDMENT I II LL I II I II 1/ 4- ELCO ULTRACON TAPCON MT000022 CLIP SECT5796 CLIP 10 SMS OR OPTIONRCR AL i SELF DRILLING SCREW ti t- --- L54 MULLION MULLION METAL1/ 2" MIN. STRUCTURE EDGE BY OTHERS MT000022 DISTANCE CLIP VERTICAL CROSS SECTION 10 WOOD SCREW METAL INSTALLATION I i I I iI I a 1 3/ 8" MIN. EMBEDMENT I SIGNED: 1011312017 WOOD FRAMING/ MI WINDOWS AND DOORS, LLC 'N111Ir// 1/E MIN. DGE L BY OTHERS 650 WEST MARKET STREET `J S R'. - . 4f ..1-1 DISTANCEGRAT2, PA 17030-0370 ` • G E Iq* '9J+ zr 5764 - VERTICAL MULLION =*• D,$51 # VERTICAL CROSS SECTION 83" MULLION SPAN /lr a/tOa MASONRYiGONCRE7EAND WOOD FRAMING INSTALLATION DETAILS E ¢_ INSTALLATION 0 , TAT OF tE, O . . kr DRAM DNc N3. REv i 'cCOR10P:• ' suu wrz 08 S01 T439 B iisS1ONA 11Er1G NTS 01/11/12 3 OF 4 NOTE: CLIPS MAY BE USED IN MASONRY/CONCRETE LROBERTOLOk1ASP.E Luis R. Lomas P.E. r-0 A, OR WOOD FRAMING SUBSTRATE. 1432 KWOFURO RD LEWMVILL& NC 2702J 434-6 ®y c FL ND.: 62514 2.140" —j 1. 1I SECT5764 MULLION ALUMINUM 6005-T5.125" THICK 1-- 0.688" T 11" RF-165 2 REBAR 16 GA (.062) GALVANIZED STEEL NOTES: 1. CLIPS MAY BE USED IN MASONRY/CONCRETE OR WOOD FRA,4ING SUBSTRATE. 2 FOR WOOD & METAL INSTALLATION USE ALL FOUR ANCHOR LOCATIONS. 3. FOR CONCRETE INSTALLATION USE 2 ANCHOR LOCATIONS ONLY WITH 3 1/4" SEPARATION BETWEEN ANCHORS. 3.251 " 1.375 0.525" Q i 3.250" 0.843" I 4.000" LO MT000022 CLIP 16GA (.063 GALVANIZED STEEL SEE NOTE 2 d 3. THIS SHEET. 3.750" 2.189" 1.0 0" 0.375" 1- 0 843" 1 2x c0210' 562- r i 1.562" SECT5796 CLIP FOR WOOD FRAMING MTALIA770M ALUMINUM 6063- T5.125" THICK REVWKS REV OESCRPOON I WTE aPPROVED A REVISED INSTALLATION DETAILS 05/10/15 R.L. E REVISED ANCHORING NOTES & INSTL DET. 06/07/17 R.L. 3.750"' 1.000" i 0 375" i 0.422" 2.032" 2.875" 1t 0.843" SECT5796 CLIP 2x oO 210" FOR CONCRETE INSTALLATION ALUMINUM 6063-T5 . J25' THICK MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 5764 — VERTICAL MULLION 83" MULLION SPAN COMPONENTS 0.9WN• oc No. V.L. 08-01439 SME NTS JDATE 01/11/12 1 s"EE74 OF 4 L ROBERTO LOWS P.E. 1/37 WOODFORD RD LEMSPI I F NC 27027 04-M-06" rt'mxs.91r1marp.mm SIGNED: 1011312017 J\ 5111 1 I IC 0 A T0 51 OF ; i0F • a 0 RIO •? iNA j1i? G\ Luis R. Lomas P.E. FL No.: 62514 Florida Building Code Online https://www.floridabuild iiig.org/pr/pr_app_dti.aspx?param=wG EVX... ProfessionalBusiness & Regulation N BCIS Home I Log In I User Registration I Hot Topics 1 Submit Surcharge Stars h Facts I Publications I FaC Stall I 8CIS Site Map Links I search. FI dda vi Product Approval USER: Public User r t= i'YiT_l'JI Proguct_enpmval-Manu >. Ptodvd."r pnikatron search > apaAralbn tlsI > Application DetaB FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License ' Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) FL13223-R4 Revision 2017 Approved James Hardie Building Products, Inc. 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 909)349-2927 pingsheng.zhu@jameshardie.com Pingsheng Zhu pingsheng.zhu@ jameshardie.com Pingsheng Zhu 10901 Elm Ave. Fontana, CA 92337 909)349-2927 pingsheng.zhu@jameshardle.com Pingsheng Zhu 10901 Elm Ave. Fontana, CA 92337 909)349-2927 pingsheng.zhu@jameshardle.com Panel Walls Siding Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Ronald 1. Ogawa PE-24121 intertek Testing Services NA, Inc. - QA Entity 12/31/2020 John Southard, P.E. Validation Checklist - Hardcopy Received FLI32a3 -RgLQl Rlo - Certificate --o±nde endence,gdf Standard Year ASTM C1186 2007 ASTM E330 2002 1 of 3 4/13/2018, 7:29 AM Florida Building Code Online https://www. Flof•idabu i Id ing.org/pr/pr_app_dtl.aspx?param=wG E VX... Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FL # — Model, Number or Name 13223.1 I Cempanel Siding Florida Licensed Professional Engineer or Architect E—L132—N3 R4 Equiv RIO-2692E-17 AS'rM C1186 egLlivalency.odf Method 1 Option D 08/09/2017 08/25/2017 08/28/2017 10/10/2017 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: For use Inside a HVHZ Install In accordance with NOA 17-0406.06 13223.2 HardiePanel Siding Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: For use Inside a HVHZ Install In accordance with NOA 17-0406.06 113223.3 Prevail Panel Siding i Limits of Use I Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A I Design Pressure: N/A Other: For use Inside a HVHZ Install in accordance with NOA 117-0406.06 Description _ ---- fiber-cement panel siding Installation Instructions FL13223 R4 11 cempanel-installatlon.pdf FU_3223 R4 II NOA 17-0406_06.pdf FL33223 R4 II RIO 2689-17 Panel to Furring.pdf FL13223 Rq 11 RIO-2686-17 Panel Wood Metal Frame pdf Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13223 R4 AE NOA 17-0406.06.pdf FL13223 R4 AE RI O 2689-17 Panel to Furrinn-ndf FLF3??3—tL4—AE RI0-2686-17 Panel Wood Metal FramC.Ddf Created by Independent Third Party: Yes fiber -cement panel siding Installation Instructions FL13223 R4 lI HardiePanel-Ir_stallation.pdf FL13223 R4 It NOA 17-0,P6.06.pdf FL13223 R4_11 RIO 2689-17 Panel ty Furring_pdf FLj 273_R4 11 RIO 2686 17 Panel Wood Metal Frame pdf Verified By: Ronald 1. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13223 R4 AE NOA 17-0406.06.E FL13223 R4 AE R_I_O 2689-17 Panel to Furring.pdf FL13223 R4 AE RIO-2686-17 Panel Wood Metal Frame pdf Created by Independent Third Party: Yes fiber -cement panel siding — '— Installation Instructions FL13223_R4 11 NOA 17-0406.06_pdf FL13223 R4 11 Prevail -Panel -Instal lation.pdf FL13223 R_4_II_RIO 2689-17 Panel to Furring.pdf FL13223 R4 11 RIO-2686-17 Panel Wood Metal Framc.pdf Verified By: Ronald 1. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13223 R4_Ag—NOA 17=040G_Q pdf FL13223 R4 AE RIO 2689-17 Panel to Furrina,pclF FL13223 R4 AE RIO_2686-17 Panel Wood Metal Frame.pdf Created by Independent Third Party: Yes aadr nest Clontact Us :: 2601 BlaiL$tone.Road.Saliationee.F_t 32399 P.Lnia€859-e7-iB2+ The State of Florida is an AA/EE-0 employer CopwrlUht 2007-2013 Stale of Florida.:: PrKfm VStMeEnent ': P[C?53!t11AtY,$tdteR1l.01 ::Refund Statement 2 of 3 4/13/2018, 7:29 AM Florida Building Code Online https://www.11oridabuilding.org/pr/pr_app_dtl.aspx?param=wG EVX... Under Florida law, emall addresses are pubic records. II you do not want your a -mat address released In response to a public -records request, do not send electronic mall to this entity. instead, contact the office by phone or by traditional mat. Ifyou have any questions, please contact 850.487.095. *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 emal address I they have one. The emalts provided maybe used for otactal communication with the licensee. However emal addresses are public record. if you do rot wish to supply a personal address, please provide the Department with an emal 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: iCh- Credit Card Safe 3 of 3 4/13/2018, 7:29 AM Florida Product Approval HardiePanel® Siding For use inside HVHZ: o HardiePanel Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 17- 0406.06. Consult the HardiePanel product installation instructions on the follow pages for all other installation requirements. For use outside of HVHZ, o HardiePanel Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Reports RIO-2686-17 or RIO-2689-17. Consult the HardiePanel product installation instructions on the follow pages for all other installation requirements. Hardie Pane I 01AZI.O. Vertical Siding JamesHardie INSTALLATION REQUIREMENTS RESIDENTIAL SINGLE FAMILY ONLY PRIMED & COLORPWS'" PRODUCTS EFFECTIVE SEPTEMBER 2013 10 Visit yyM.inneshardle.cfxn far the most recent version. SMOOTH • CEDARMILL° • SELECT SIERRA 8 • STUCCO IMPORTANT- FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY. BEFORE INSTALLATION, CONFIRM THAT YOU ARE USING THE CORRECT HARDIEZONE INSTRUCTIONS. INSTALLATION OF HZ10'rm PRODUCTS OUTSIDE AN HZ100 LOCATION WILL VOID YOUR WARRANTY. TO DETERMINE WHICH HARDIEZONE APPLIES TO YOUR LOCATION, VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343 (866 91HARDIE) STORAGE & HANDLING: Store flat and keep dry and covered prior to Installation. Installing siding wet or saturated may result in shrinkage at butt joints. Carry planks on edge. Protect edges and comers from breakage. James Hardie is not responsible for damage caused by Improper storage and handling of the product. CUTTING INSTRUCTIONS OlI1D00RS INDOORS 1. Posttlon coning station so that wind will blow dust avrdy from user 1. Cut only using score and snap, or shears (manual, electric or pneumatic). and others in warWng area. 2. Position cutting station in well-ventliated area 2 Use one of the following methods: a Best 1 Score and snap II. Shears (manual, electric or pneumat-C) - NEVER use a power saw indoors b. Better:. Dust reducing circular saw equipped with a - NEVER use a circular saw blade that does not carry the Hanrlrfltade saw We trademark HardeBlacW saw blade and HEPA vacuum exbaction NEVER dry sweep —flue wet suppression or HEPA Vacuum c. good: I. Dust reducing circular saw with a HardieBlade saw blade only use for lay to moderate cutt54 Important Note: For maximum protection (lavest respirable dust productlon), James Hartle recommends always using'Resl"-kuvel cutting methods where (easlbla. NIOSH-approved respirators can be used in conjunction with above cutlinq practices to further reduce dust exposures. Additional exposure Informatlat Is available at www.Wr*Mardie.com to help you determine the most appropriate cutting method for your job requirements. If concern still exists about exposure levels or you do not comply with the above practices, you should rlviays corsul a qualified Industrial hygienist or contact James Hardie for further Information. 3=105 GENERAL REQUIREMENTS: These instructions to be used for residential single family installations only. For Commercial / Multi -Family Installation requirements go to www.JamesHardlecommercial.corn HardiePanel vertical siding can be installed over braced wood or steel studs spaced a maximum of 24" o.c. See genernal fastening requirements. Irregularities in framing and sheathing can mirror through the finished application. James Hardie recommends installing HardiePanel on a capillary break (rainscreen/furring) as a best practice. Information on Installing James Hardie products over foam can be located in JH Tech Bulletin 19 at www. lamehardle.com A water -resistive barrier is required in accordance with local building code requirements. The water -resistive barrier must be appropriately Installed with penetration and junction flashing in accordance with local building code requirements. James Hardie will assume no responsibility for water infiltration. James Hardie does manufacture HardieWrap® Weather Barrier, a non -woven non -perforated housewrapl , which complies with building code requirements. When installing James Hardie products all clearance details In figs. 5,6,7,8,9,10&11 must be followed. Adjacent finished grade must slope away from the building In accordance with local building codes - typically a minimum of 6" In the first 10'. Do not Install James Hardie products, such that they may remain in contact with standing water. HardiePanel vertical siding may be installed on vertical wall applications only. DO NOT use HardiePanel vertical siding in Fascia or Trim applications Some application are not suitable for ColdrPlus. Refer to ColorPlus section page 3. DO NOT use stain, oiUalkyd base paint or powder coating on James Hardiem Products. For larger prejects, including commercial and multi -family projects, where file span of the wall is significant In length, the designer and/or architect should take Into consideration the coefficient of thermal exppansion and moisture movement of the product in their design. These values can be found in the Technical Bulletin 8 "Expansion Characteristics" at www.JamesHardie.com. INSTALLATION: Joint Treatment Fastener Requirements • Vertical Joints - Install panels in moderate contact (fig. 1), alternativelyPositionfasteners3/8" from panel edges and no closer than joints may also be covered with battens, PVC or metal jointers or2" away from corners. Do not nail Into corners. caulked (Not applicable to ColorPlus• Finish) (fig. 2). HardiePanel Vertical Siding Installation • Horizontal Joints - Provide Z-flashing at all horizontal joints (fig. 3). Framing must be provided at horizontal and vertical edges for nailing. Figure 2 Figure 3HardiePanelverticalsidingmustbejoinedonstud. water -resistive banter water-remstrve barrier Double stud may be required to maintain minimum edge ` P 4 sWd nailing distances. 2 x I Brad wal rder lhre wet bardertive Figure 1 water -resistive barrier sheathing keeQ Halls 3/8 min. from panel edges plate keep fasteners 2' away from comers 010 z A J m.dwate 3/8'_+ O contact l: Batten Joint "H" Joint water-reslstive barrier ft 4 stud leave appropriate gap between panels• then caulk' Caulk Joint Not applicable to CoiorPluse Finish) Apply caulk in accordance with caulk manufacturer's written application Instructions. n For additional information on HardleWrartlm Weather Barrier, consurt James Hardie at 1-866-41-fardie or www.hardlewmp.com upper panel L,dscorativa panel Do not 1/4' papnot" gap Caulk Z-flashing tL i lowerILLpanel Figure 4 Recommendation: When Installing SierraSierra 8, provide a double stud at panel IoInts to avoid nailing N/\V through grooves WARNING: AVOID BREATHING SILICA DUST James Hardie• products detain respirable crystalline slurs, which Is k%vn to the Rate of Catifomla to raise cancer and Is considered by IARC and NIOSH m be a cause of cancer from sane occupational sources. Brealhkg excessive amounts of respirable dka "can also cause a dlsabt4 and potentlally fatal lung disease called sln:osis, and has been Iiriked with other diseases Some sturlas suggest smoking may Increase these risks. During Installation or handling: (1) work in outdoor areas with ample veitIMon: Ctl use fiber crmem shears for an" a, where not fe2sible. use a HaraWte de° saw Wade and dole-reducMp circular saw affected to a HEPA vacuum: 3) wain alters In the Imnieclate area; (4) wear a prapedyfined, NIO approved dust mask or respirator (e.g. N•95) In accordance with applicable government regulations and mare fac firer Instructions to rutther rmrit respirable mlica eximires. During clean-up, use HEEFt''A vacuums or wet cleanup methods - never dry eneep For hither Information, refer to our Installation Instructions and Material Safety Data Sheaf available at www jameMmM.cam or by calling I.900.9HARDIE (I-WO.942.7343). FAILLME TO ADHERE TO OUR WARNINGS, MSD.S, AND INSTALLATION INSTRUCTIONS MAY LEAD TO SEROUS PERSONAL INJURY OR DEATH. HS1236 - P1/3 1/13 Am >o, CLEARANCES Install siding and trim products in Maintain a minimum 1" Maintain a minimum 1" 2" clearance At the juncture of the roof and vertical Maintain a 1/4" compliance with local building code 2" clearance between between James Hardie products surfaces, flashing and counterflashing clearance between requirements for clearance between James Hardtem and docking material. shall be installed per the roofing manufacturer's instructions. Provide a the bottom of James Hardie products andthebottomedgeofthesidingandproductsandpaths, Figure 7 minimum 1 % 2" clearance between horizontal flashing. the adjacent finished grade. steps and driveways. Figure 5 Figure 6 sdury 1 I WAndPIS• concrete 6- min. 1 foundation Maintain a minimum 1 " gap between gutter end caps and siding & trim. Figure 9 siding r r- _ gutter and end cap fascia deck material LL 1"-2" mi jolst I' aching ledger Do not bridge floors with HardiePanel"' siding. Horizontal] joints should always be created between floors (fig. 10). BLOCKED PENETRATIONS Penetrations such as hose bibs and holes 1 w or larger such as dryer vents should have a block of trim around point of penetration. GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel. Electro-galvanized are acceptable but may exhibit premature corrosion. James Hardie recommends the use of quality, hot -dipped galvanized nails. James Hardie is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing James Hardie products near the ocean, large bodies of water, or in very humid climates. Consult applicable product evaluation or listing for correct fastener type and placement to achieve specific design wind loads. NOTE. Published wind loads may not be applicable to all areas where Local Building Codes have specific jurisdiction. Consult James Hardie Technical Services it you are unsure of applicable compliance documentation. Drive fasteners perpendicular to siding and framing. Fastener heads should fit snug against siding (no air space). (fig. A) Do not over -drive nail heads or drive nails at an angle. If nail is countersunk, fill nail hole and add a nail. (fig. B) For wood framing, under driven nails should be hit flush to the plank with a hammer (for steel framing, remove and replace naiq. NOTE: Whenever a structural member is present, HardiePlank should be fastened with even spacing to the structural member. The tables allowing direct to OSB orplywood should only be used when traditional framing Is not available. Do not use aluminum fasteners, staples, or clipped head nails. Snug Flush ruq Countersunk, ill 8 add nail Figure A Esi Figure B do not under drive nails DO NOTSTAPLE the roofing and the bottom edge of the Do not caulk gap. siding and trim. Refer to fig 3 on Figure 8 page 1. M1' • 7 min. M. 1 hv+4 KICKOUT FLASHING Because of the volume of water that can pour down a sloped roof, one of the most critical flashing details occurs where a roof Intersects a sidewall. The roof must be flashed with step flashing. Where the roof terminates, install a kickout to deflect water away from the siding. It is best to install a self -adhering membrane on the wall before the subfascia and trim boards are nalled in place, and then come back to Install the kickout. Figure 11, Kickout Flashing To prevent water from dumping behind the siding and the end of the roof intersection, install a "kickout" as required by IRC code R905.2.8.3 : "...flashing shall be a min. of 4" high and 4" wide." James Hardie recommends the kickout be angled between 1000 -1100 to maximize water deflection Figure 11 M, y- I rtdtrtnr c m mGrano PNEUMATIC FASTENING James Hardie products can be hand nailed or fastened with a pneumatic tool. Pneumatic fastening is highly recommended. Set air pressure so that the fastener is driven snug with the surface of the siding. A flush mount attachment on the pneumatic tool is recommended. This will help control the depth the nail is driven. If setting the nail depth proves difficult, choose a setting that under drives the nail. (Drive under driven nails snug with a smooth faced hammer - Does not apply for installation to steel framing). HS1236 - P2/3 8113 Iff-jFfa, CAULKING For best results use an Elastomeric Joint Sealant Complying with ASTM C920 Grade NS, Class 25 or higher or a Latex Joint Sealant complying with ASTM C834. Caulking/Sealant must be applied in accordance with the caulking/sealant manufacturer's written instructions. Note: OSI Quad as well as some other caulking manufacturers do not allow tooling. DO NOT caulk nail heads when using ColorPlus products, refer to the ColorPlus touch-up section CUT EDGE TREATMENT PAINTING Caulk, paint or prime all field cut edges. I DO NOT use stain, olValkyd base paint, or powder coating on James Hardie® Products. James Hardie products James Hardie touch-up kits are required must be painted within 180 days for primed product and 90 days for unprimed.100% acrylic topcoats are to touch-up ColorPlus products. recommended. Do not paint when wet. For application rates refer to paint manufacturers specifications. Back -rolling Is recommended it the siding is sprayed. COLORPLUS• TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Care should be taken when handling and cutting James HardieO ColorPlusO products. During installation use a wet soft cloth or soft brush to gently wipe off any residue or construction dust left on the product, then rinse with a garden hose. Touch up nicks, scrapes and nail heads using the ColorPlus® Technology touch-up applicator. Touch-up should be used sparingly. If large areas require touch-up, replace the damaged area with new HardiePanelu siding with ColorPius Technology. Laminate sheet must be removed immediately after installation of each course. Terminate non -factory cut edges into trim where possible, and caulk. Color matched caulks are available from your ColorPlus® product dealer. Treat all other non -factory cut edges using the ColorPlus Technology edge coaters, available from your ColorPlus product dealer. Note: James Hardie does not warrant the usage of third party touch-up or paints used as touch-up on James Hardie ColorPlus products. Problems with appearance or performance arising from use of third party touch-up paints or paints used as touch-up that are not James Hardie touch-up, will not be covered under the James Hardie ColorPlus Limited Finish Warranty. The following outlines the recommended applications for ColorPlus and Primed panels. Not all designs will be suitable for every application: Exposed fasteners or battens is the recommended application for ColorPlus panel products Do not use touch-up over fastener heads for smooth ColorPlus products - primed panel recommended For ColorPlus panel applications that require fasteners in the field, it is acceptable to use touch-up over fasteners for Cedarmill and Stucco panel only, but correct touch-up application is important. Some colors may show touch-up when applied over fasteners. Trim is recommended to cover joints when appropriate. PAINTING JAMES HARDIE• 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 RECOGNITION: In accordance with ICC-ES Evaluation ReMn ESR-1844, HardeParid® verllad siding is recognized as a suitable alternate to that specified m the 2006.2009. d 2012 International Residential Code for One -ono Two -Family Ome0logs and the 2006, 2009. d 2012 International Building Cale. HardlePani venial slcN>V Is also recognized for application In the following: City of Los Angela Research Report No, 24862, State of Fonda listing FLA889, Dade County, Florida NOA No. 02-0729.02, US Dept. of HtID Materials Release I M. Texas Department of Insurance Product Evaluation EG23, City of New York MEA 223.93-M, and Cabfania DSA PA-019. these dummems should also be consulted for additional intorrnabon concerning the sulmbfOty of tide product for specific applicator. m 2013 James Hardie Building Products. All rights reserved. Additional Installation Information, ° TM, SM, and ® denote trademarks or registered trademarks of Jamas IiardleTechnologyLimited M is registered Warranties, and Warnings are available at JamesHardle trademark of James Hardie Technology Limited. www.jameshardie.com H HS1236 - P3/3 6/13 Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dti.aspx?pat-am=wGEV X... t!6 Business Nofessional Regulation r BCIS Home I Log In I User Registration ( Hot TopICS Submit Surcharge I stats a Facts I Publications I FBC Stag I BCIS site Map I Lhks I Search F hda Product ApprovalrweUSER: Public User P.todp_ctAgpioval Menu > PioduEt ur Agt lr-dlbn G.pbq > ppplfptgn List > Appgotbn OotaB y; FL # FL12194-R7 i Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Aluminum Coils, Inc. Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813)249-9743 grahman@aluminumcoilslnc.com Authorized Signature Gareth Rahman grahman@aluminumcollsinc.com Technical Representative Paul Frost Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813)249-9742 PFrost@aluminumcoilsinc.com Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed 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 P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL12194 R7 COl ALC101.4 2017 FBC Evaluation RepO't 4 T Soffits Final,pdf Referenced Standard and Year (of Standard) Standard AAMA 1402 Equivalence of Product Standards Certified By Year 2009 1 of 2 4/ 13/2018, 7:37 AM Florida Building Code Online wlittps://ww.floridabuiIding.org/pr/pr_app_dtl.aspx?param=wGEVX... Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summa FL # 112194. i— — Limits 1 Appro Appro Impa Desig i Other: i Method 1 Option D 12/15/2017 12/15/2017 12/20/2017 02/13/2018 n ry of Products Model, Number or Name De 1 Alumunum Coils Aluminum Soffit Alu of Use ----- -- ----- — — -- -- Ins ved for use in HVH2: No FLl ved for use outside HVH2: Yes Q4 ct Resistant: N/A Ver Pressure: +80/-90 Cre See Evaluation Report for limits of use. Eva FL1 Q4re scrlption -- --- _ — ----- _- minum soffit panels tallation Instructions 2194 R7 II ALC15001.4 2017 FBC Evaluation ep T4 Soffits Final.(_df ified By: Zachary R. Priest PE-74021 ated by Independent Third Party: Yes luation Reports 2]94 R7 AE ALC15001.4 2017 FBA Evaluation Repo r T4 Soffits FInaLpA ated by Independent Third Party: Yes Back Nett Contact. W :: 2601 Wall, Si40GB0a21ttL-D1ahUsee.EL723'Phone: 850.4fi7_1$21 The State of Florida Is an AA/ff0 employer. Copyright 2007.2011 StaL"LElpnOa.:: ftWacy_Statemeet :: Ar25skKy_Slatement :: RebIDdSL3tCNS0t Under Florida law, email addresses are pubic records. Ir you do not want your a -mall address released In response to a public -records request, do noL send electronic mad to this entlty. Instead, contact the office by phone or by traditional mad 0 you have arty questions, please contact 850.487.1395. -Pursuantto Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department wAh an email address If they have one. The emaas provided may be used for official communication with the licensee. however email addresses are public record. Ifyou 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 hC_. Product Approval Accepts: re ® recl Credit Card Safe 1, 2 of 2 4/ 13/201 B, 7:37 AM Certificate of Authorization No. 29824CREEK17520EdinburghDr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 6T" EDITION (2017) Manufacturer: ALUMINUM COILS, INC. Issued December 14, 2017 5001 West Knox Street Tampa, FL 33634 813)249-9743 www,aluminumcoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1709.10 Properties: Wind Resistance REFERENCES E_ 02Y Report No, Standard Year Certified Testing, Laboratories (TST1577) CTLA 1847W AAMA 1402 2009 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-008-02-01 AAMA 1402 2009 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1609. 3. Soffits shall be labeled in accordance with FBC Section 1709.10. 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. ALC15001 A FL12194-R7 Paae 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 611320-3. 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 PRODUCT DESCRIPTIONS ALUMINUM COILS, INC Soffits 3/8" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 318" 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 for dimension drawings. 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 in2/1in.ft. for the 'full vent' configuration and 11.1 in2/1in.ft. and for the 'center vent' configuration. See Appendix D for dimension drawings. nn . znnzz 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 in2/lin.ft. for the 'full vent configuration and 4.2 in2/lin.ft. for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001.4 FL12194-R7 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, 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, 60' Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. it,r,111 a " RY R. p'',f., No 74021 STATE OF :W/- CERTIFICATION OF INDEPENDENCE 2017.12.14 16:21:34 gwM1.y.,}d.,• wu., 05'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 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. Zachary R. 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. APPENDICES 1) APPENDIA—Approved Systems (11 pages) 2) APPENDIX B — Installation Drawings (19 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001.4 FL12194-R7 Page 3 of 3 This evaluation report is provided for Slate of Florida product approval under Rule 611320-3. 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 ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1404.5.1. 2. Refer to LimiTAnoNs 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 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: ALC15001.4 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 Fastener Loc bon Loc tion FL12194-R7 1 of 11 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 d. 16' Q4 Soffit— 8-inch o.c. Fastener Lotion cl Fastener Fastener Location ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 10.51J-# A roved S stems for 10.5-inch Soffit Span with J-Channel at Wall and Eave 12F-# Approved Systems for 124nch Soffit Span with F-Channel and Fascia Ca 12,14 Approved Systems for 12-inch Soffit Span with J-Channel and Fascia Cap 12J -# Approved Systems for 121nch Soffit Span with J-Channel at Wall and Eave 14 SJJ-4 Approved Systems for 14.54nch Soffit Span with J-Channel at Wall and Eave 16F-# Approved Systems for 164nch Soffit Span with F-Channel and Fascia Ca 16J4 Approved Systems for 16-inch Soffit Span with J-Channel and Fascia Ca 16JJ-# Approved Systems for 16-inch Soffit Span with J-Channel at Wall and Eave 22.5JJ-# Approved Systems for 22.54nch Soffit Span with J-Channel at Wall and Eave 24F-# Approved Systems for 244nch Soffit Span with F-Channel and Fascia Ca 24J4 Approved Systems for 244nch Soffit Span with J-Channel and Fascia Ca 24JJ-# Approved Systems for 24-inch Soffit Span with J-Channel at Wall and Eave Appendix A Approved Systems for Maximum 10.5-inch Soffit Span with J-Channel at Wall and Eave Wall Connection Eave Connection System Panel MDP No. Width W Substrat J-Channel Substrate J-Channel e Attachment Attachment Three (3) 18 ga.1/4-inch crown x 1-inch leg staples in Three (3) 18 ga.1/4-inch crown x 1-inch leg staples indiamondpatternspaced24-inch o.c. securing diamond pattern spaced 24-inch o.c. securing 10.511-1 Max. 16-inch Wood J-Channel to joists; One (1) 18 ga.1/4-inch crown x 1-inch leg staples Wood J-Channel to joists; 59.8 located in the horizontal leg of the J-Channel spaced One (1) 18 ga.1/4-inch crown x 1-inch leg staples located 12-inch o.c. in the horizontal leg of the J-Channel spaced 12-inch o.c. ALC15001.4 FL12194-R7 Page 2 of 11 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 Appendix A Approved Systems for Maximum 12-inch Soffit Span with F-Channel and Fascla Cap Wall Connection Eave Connection System Panel MDP No. Width psi) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) min. 3/8-inch head dia. nail, One (1) min. 1 3144nch long x 12F-1 Max. Wood min. 1.25-inch embedment spaced Wood One (1) min. 3/8 x 3/8-inch crown 0.072-inch dia. x min. 3/16 t40 16-inch 24-inch o c. staple spaced 16-inch o.c. inch head dia. trim nail spaced 364nch o.c. One (1) 14 ga. 5/84nch long T nail or One (1) min. 1 3144nch long x 12F-2 Max. Masonry 9 ga., min. 5/8-Inch long Stub Nail Wood One (1) min. 3/8 x 3/8-inch crown 0.0724nch dia. x min. 3/16- 40 164nch with 318-inch diameter head spaced staple spaced 164nch o.c. inch head dia. trim nail 84nch o.c. spaced 364nch o.c. Max. Three (3) min. 3/4-inch x 1/44nch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/44nch long x 0.0724nch dia. x min. 1/44nch 48 12F-3 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. head diatrip nail spaced 48- 64.2spaced 24-inch o.c. and securing each panel lap inch o.c. One ( 1) 14 ga. 5/84nch long T nail or ne (1) min 3/4-inch x 1!4 O-inch One (1) min. 1 3144nch long x 12F Max. Masonry 9 ga., min. 5/8-inch long Stub Nail Wood crown staple spaced 0. 072-inch dia. x min. 1/4-inch 48 16- inch with 3/8-inch diameter head spaced cinch p andsecuringeachpanellaphead dia. trip nail spaced 48- 64.2 8- inch o.c. inch o.c. Approved Systems for Maximum12-inch Soffit Span with J-Channel and Fascia Cap Wall Connection Eave Connection System Panel MDP No. Width psi) Substrate J- Channel Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Three ( 3) min. 3/4- inch x 1/4-inch crown One ( 1) min. #8 x 1/2-inch One ( 1) min 3/44nch x One (1) min. 1 3/4-inch long x 12J 1 Max. Wood staples in diamond long x head diameter Wood 114-inch crown staple x min. 1/4 inch 0.0ad 48 16- inch pattern spaced 24- screw spaced 164nch o.c. spacedspaced 84nch o.c. head dia. trip nab spaced 48- dishrip64.2 inch o.c. connecting soffit to J-channel inch o.c. ALC15001. 4 FL12194-R7 Page 3 of 11 This evaluation report is provided for State of Flonda 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 Appendix A Approved Systems for Maximum 12-inch Soffit Span with J-Channel at Wall and Eave Wall Connection Eave Connection System Panel MDP No. Width pso Substrate J-Channel Substrate J-Channel Attachment Attachment Three (3) 18 ga.1/4-inch crown x 1-inch leg staples in Three (3) 18 ga.1/44nch crown x 14nch leg staples in diamond pattern spaced 24-inch o.c. securing diamond pattern spaced 124nch o.c. securing 12JJ-1 Max. Wood J-Channel to joists; Wood J-Channel to fascia; 70 164nch One (1) 18 ga.1/4-inch crown x 1-inch leg staples One (1) 18 ga.1/44nch crown x 1-inch leg staple securing 60 located in the horizontal leg of the J-Channel spaced the nailer of each female lock or spaced 164nch o.c. 124nch o.c. I I securing each panel lap Approved Systems for 14.5-inch Soffit Span with J-Channel at Wall and Eave Wall Connection Eave Connection System Panel MDP No. Width pso Substrate J-Channel Substrate J-Channel Attachment Attachment Three (3) 18 ga.1/4-inch crown x 1-inch leg staples in Three (3) 18 ga.1/44nch crown x I -inch leg staples indiamondpatternspaced24-inch o.c. securing diamond pattern spaced 24-inch o.c. securing 14.5JJ-1 Max. 164nch Wood J-Channel to joists; One (1) 18 ga.1/4-inch crown x 1-Inch leg staples Wood J-Channel to joists; 43.3 located in the horizontal leg of the J-Channel spaced One (1) 18 ga.1/44nch crown x 1-inch leg staples located 12-inch o.c. in the horizontal leg of the J-Channel spaced 124nch o.c. ALC15001.4 FL12194-R7 Page 4 of 11 This evaluation report is provided for Stale 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 Appendix A Approved Systems for Maximum 16-inch Soffit Span with F-Channel and Fascia Cap Wall Connection Eave Connection System Panel MDP No. Width psi) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 14 ga. 5/8-inch long T nail or One (1) 18 ga. 1/44nch crown x One (1) min. 1.754nch x 0.072-inch diameter 16F-1 Max. Masonry 9 ga., min. 5/8-inch long Stub Nail Wood 1-inch leg staple spaced max. finishing nail with min. 3/16- 53.3 124nch with 3/84nch diameter head spaced flinch o.c. and securing each inch head spaced max. 8-inch o.c. panel lap 12-inch O.C. One (1) 18 ga. 1/44nch crown x One (1) min. 1.754nch x. 072-inch Max. Three (3) 18 ga. 1/4-inch crown x 1- 1-inch leg staple spaced max. 0 diameter 16F-2 12-inch Wood inch leg staples in diamond pattern Wood 44nch o.c. and securing each finishing nail with min. 3/16 53.3 spaced 16-inch o.c. panel lap inch head spaced 124nch O.C. One (1) 14 ga. 5/8-inch long T nail or One (1) min 3/84nch x 3/84nch One (1) min. 1 3/44nch long 16F-3 Max" Masonry 9 ga., min. 5/84nch long Stub Nail Wood crown staple spaced 16-inch x 0.072 inch dia. x min. t25.6 164nch with 3/84nch diameter head spaced 3/16-inch head dia. trim nail 8-inch o.c. O.C. spaced 364nch o.c. Max. 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 x 0.072 inch dia. x min. 16F4 16-inch Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch 3/16-inch head dia. trim nail 25.6 inch o.c. O.C. spaced 36-inch o c. Three (3) min. 3/44nch x 114-inch One (1) min. 1 3/44nch long 16F-5 Max. Wood crown staples in diamond pattern Wood One (1) min 3/44nch x 1/4-inch x 0.072-inch dia. x min. 1/4- t27 16-inch spaced 24-inch o.c. crown staple spaced 84nch o.c. inch head dia. trip nail 36.1 spaced 484nch o.c. One (1) 14 ga. 5/84nch long T nail or One (1) 18 ga. 1/44nch crown x One (1) min. 1.75-inch x 0.072-inch diameter 16F Max. Masonry 9 ga., min. 5/8-inch long Stub Nail Wood 1-inch leg staple spaced 4-inch finishing nail min. 3/16- t43.3 16-inch with 3/84nch diameter head spaced o.c. and securing each panel inch headd spaced84ncho.c. 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 staple spaced 4-inch 0.072-inch diameter 16F-7 16-inch Wood inch leg staples in diamond pattern Wood o.c. and securing each panel finishing nail with min. 3/16- 43.3 spaced 16-inch o.c. lap inch head spaced 164nch o.c. ALC15001.4 FL12194-R7 Page 5 of 11 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 Appendix A Approved Systems for Maximum 16-inch Soffit Span with J-Channel and Fascia Cap Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. Three (3) min. 3/44nch x 1/44nch One (1) min 3/44nch x 1/4-inch One (1) min. 1 3/44nch long x 0.072-inch dia. x 23.5 16J 1 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 84nch o.c. min. 1/4-inch head dia. trip 31.4 spaced 244nch o.c. nail spaced 484nch o.c. Approved Systems for Maximum 16-inch Soffit Span with J-Channel at Wall and Eave Wall Connection Eave Connection System Panel MDP No. Width pso Substrate J-Channel Substrate J-Channel Attachment Attachment Three (3) 18 ga.1/44nch crown x 1-inch leg staples in diamond pattern spaced 244nch o.c. securing Three (3) 18 ga.1/4-inch crown x 1-inch leg staples in 16JJ-1 Max. 164nch Wood J-Channel to joists; One (1) 18 ga.1/4-inch crown x 14nch leg staples Wood diamond pattern spaced a4nch o.c. securing 32.7 located in the horizontal leg of the J-Channel spaced J-Channel to fascia 12-inch o.c. Three (3) 18 ga.1/44nch crown x 1-inch leg staples in Three (3) 18 ga.1/4-inch crown x 1-inch leg staples in diamond pattern spaced 24-inch o.c. securing diamond pattern spaced 12-inch o.c. securing 16JJ 2 Max. Wood J-Channel to joists; Wood J-Channel to fascia; 43.3 164nch One (1) 18 ga.1/4-inch crown x 14nch leg staples One (1) 18 ga.1/44nch crown x 14nch leg staple securing 33.3 located in the horizontal leg of the J-Channel spaced the nailer of each female lock or spaced 16-inch o.c. 124nch o.c. securing each panel lap ALC15001.4 FL12194-R7 Paoe 6 of 11 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 Appendix A Approved Systems for Maximum 22.5-inch Soffit Span with J-Channel at Wall and Eave Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate J-Channel Panel Attachment Substrate J-Channel Attachment Attachment Three (3) 18 ga.1/4-inch crown x One (1) 18 ga.1/44nch crown x Three (3) 18 ga.1/4-inch crown 1-inch leg staples in diamond 1-inch leg staple securing the nailer x 1-inch leg staples in diamond pattern spaced 24-inch o.c. of each female lock or spaced 16- pattern spaced 24-inch o.c. 22 5JJ 1 Max. Wood securing J-Channel to joists; inch o.c. securing each panel lap Wood securing J-Channel to joists; 42 1 164ch One (1) 18 ga.1/4-inch crown x One (1) 18 ga.1/41nch crown x 1-inch leg staples located in the One (1) min. 1.75-inch x 0.072-inch 14nch leg staples located in the horizontal leg of the J-Channel diameter finishing nail with min. horizontal leg of the J-Channel spaced 124nch o.c. 3/16-inch head spaced spaced 12-inch o.c. 44nch o.c. Approved Systems for Maximum 24-inch Soffit Span with F-Channel and Fascia Cap 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.1/44nch Nominal 1x2 crown x 1-inch leg No.2 SYP staple spaced Three (3) 18 ga.1/4- anchored to 12-inch o.c. securing One (1) 18 ga1/4- One ( 1) min. 1.754nch x Max. inch crown x 14nch rafter with one each panel lap inch crown x 1.-inch 0. 072-inch diameter 80 24F- 1 124nch Wood leg staples in 1) min. 2.25- Wood leg staple spaced 8- finishing nail with min. 90 diamond pattern inchx 7d ring One (1) min. 1.75-inch inch o.c. 3/ 16-inch head spaced spaced 16-inch o.c. shank nail x 0.0724nch diameter 124nch o.c. 24- inch o.c. finishing nail with min. 3/ 16-inch head spaced 4- inch o c. ALC15001. 4 FL12194-R7 7of11 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 Appendix A Approved Systems for Maximum 24-inch Soffit Span with F-Channel and Fascia Cap 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 crown x 1-inch leg Nominal 1x2 staple spaced One (1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.754nch x Max. inch x 11 ga. anchored to each panel lap inch gown x 1-inch 0.0724nch diameter 80 24F-2 124nch Wood smooth shank rafter with one Wood leg staple 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. 3116-inch head spaced 16-inch o.c. inch ring shank x 0.072-inch diameter 124nch o.c. nail 241nch o.c. finishing nail with min. 3/16-inch head spaced 44nch o.c. One (1) 18 ga. 1/4-inch crown x 1-inch leg One (1) 14 ga. 5/8- Nominal 1x2 staple spaced inch long T nail or 9 No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. ga., min. 5/84nch anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 80 24F-3 12-inch Masonry long Stub Nail with rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 3/8-inch diameter 1) 7d x 2.25- One (1) min. 1.754nch inch o.c. 3/1nch head spacedi124nchheadspaced8-inch inch ring shank x 0.0724nch diameter o.c. O.C. nail 244nch o.c. finishing nail with min. 3/164nch head spaced 44nch o.c. One (1) 18 ga.1/44nch crown x 14nch leg Nominal 1x2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga.1/4- anchored to lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one 16-inch o.c. securing inch crown x 1-inch 0.0724nch diameter 80 24F-4 16 inch Wood leg staples in each panel lap Wood leg staple spaced 8- finishing nail with min. 0 diamond pattern n x rininchx7dringi inch o.c. and securing 3/16-inch head spaced spaced 16-inch o.c. shank nail One (1) min. 1.75-inch each panel lap 164nch o.c. 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.4 FL12194-R7 Page 8 of 11 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 Appendix A Approved Systems for Maximum 24-inch Soffit Span with F-Channel and Fascia Cap 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 crown x 1-inch leg staple securing the Nominal 1 x2 nailer of each female One (1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 80 24F-5 16 inch Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 0 roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced 164nch o.c. inch ring shank One (1) min. 1.75-inch each panel lap 164nch o.c. nail 244nch o.c. x 0.0724nch diameter finishing nail with min. 3/164nch head spaced 44nch o.c. One (1) 18 ga 1/44nch crown x 1-inch leg staple securing the One (1) 14 ga. 5/8- Nominal 1x2 nailer of each female inch long T nail or 9 No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. ga., min. 5/8-inch anchored to 16-inch o.c. securing inch crown x 14nch 0.0724nch diameter 80 24F-6 16-inch Masonry long Stub Nail with rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 60 3/8-inch diameter 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced head spaced 8-inch inch ring shank One (1) min. 1 75-inch each panel lap 164nch o.c. O.C. nail 24-inch o.c. x 0.0724nch diameter finishing nail with min. 3/164nch head spaced 4-inch o.c. ALC15001.4 FL12194-R7 9of11 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 Appendix A Approved Systems for Maximum 24-inch Soffit Span with J-Channel and Fascia Cap Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga.1/4- one (1) min 2.25- inch crown x 1-inch NNominal 1x2Norm inch x 7d ring shank leg staple spaced SYP Three (3} 18 nail straight -nailed 12-inch o.c. anchored to ga.1/44nch crown through the rafter securing each panel One (1) 18 ga. '%- One (1) min. 1.75-inch Max. rafter voth one x 1-inch leg into the end of the lap inch crown x 14nch x 0.072-inch diameter 24J-1 12-inch 1) min. 2.25- staples in diamond batten or two (2) Wood leg staple spaced finishing nail with min. 160 inch x 7d ring pattern spaced 16- min. 2.25-inch x 7d One (1) min. 1.75- 8-inch O.C. 3/16-inch head spaced shank nail inch o.c. ring shank nails toe- inch x 0.0724nch 12-inch o c. 24-inch o.c nailed on either side diameter finishing of the batten at nail with min. 3/16- each batten/rafter inch head spaced intersection. Max. 44nch o.c. rafter spacing is 24-inch o.c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga.1/4- between rafters with inch crown x 1-inch one (1) min. 2.25- leg staple securing NoNominal 1 x2 inch x 7d ring shank the nailer of each Nmi SYP Three (3) 18 nail straight -nailed female lock or One (1) 18 ga. 'h anchored to ga.1/4-inch crown through the rafter spaced 16-inch o.c. inch crown x 1-inch One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the securing each panel leg staple spaced x 0.072-inch diameter 24J-2 164nch 1) min. 2.25- staples in diamond batten or two (2) lap Wood 8-inch o.c. and finishing nail with min. t53.3 inch x 7d ring pattern spaced 16- min. 2.25-inch x 7d securing each panel 3/16 inch head spaced shank nail inch o.c. ring shank nails toe- One (1) min. 1.75- lap 16-inch o c. 244nch o.c. nailed on either side inch x 0.072-inch of the batten at diameter finishing each batten/rafter nail with min. 3/16- intersection. Max. inch head spaced rafter spacing is 44nch o.c. 244nch o.c. ALC15001.4 FL12194-R7 Page 10 of 11 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 Appendix A Approved Systems for Maximum 24-inch Soffit Span with J-Channel at Wall and Eave Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate J-Channel Panel Attachment Substrate J-Channel Attachment Attachment Three (3) 18 ga.1/4-inch crown x One (1) 18 ga.1/44nch crown x 14nch leg staples in diamond 1-inch leg staple securing the nailer Three (3) 18 ga.1/4-inch crownpattemspaced244ncho.c. of each female lock or spaced 16- x 1-inch leg staples in diamond 24JJ-1 Max. Wood securing J-Channel to joists; inch o.c. securing each panel lap Wood pattern spaced 8-inch o.c. t-43.5 16-inch One (1) 18 ga.1/4-inch crown x securing1-inch leg staples located in the One (1) min. 1.754nch x 0.0724nch J Channel to fascia horizontal leg of the J-Channel diameter finishing nail with min. spaced 12-inch o.c. 3/16-inch head spaced 4-inch o.c. Three (3) 18 ga.1/4-inch crown x One (1) 18 ga.1/44nch crown x Three (3) 18 ga.114-inch crown 14nch leg staples in diamond 1-inch leg staple securing the nailer x 1-inch leg staples in diamond pattern spaced 244nch o.c. of each female lock or spaced 16- pattern spaced 12-inch o.c. Max. securing J-Channel to joists; inch o.c securing each panel lap securing J-Channel to fascia: 53.3 24JJ-2 16-inch Wood One (1) 18 ga.1/4-inch crown x Wood One (1) 18 ga.1/4-inch crown x 44 4 14nch leg staples located in the One (1) min. 1.754nch x 0.072-inch 14nch leg staple securing the horizontal leg of the J-Channel diameter finishing nail with min. nailer of each female lock or spaced 12-inch o.c. 3/16-inch head spaced spaced 164nch o.c. securing 44nch o.c. each panel lap ALC15001.4 FL12194-R7 Page 11 of 11 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 Appendix B INSTALLATION Note - Refer to the APPROVED SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. Installation Detail 18ga., 114- x I' OPEN a..cTEst staples 24' o.c. max Diamond' Patten OST t 8ga., Ua• x t' staples 12' ox. max a J•Channel 318" 10.511-1 t£ oeted e 14.5JJ-1 1!4 x 189a., 114" x 1' staples 24" O.C. Max 318• 1, staples .cstaples2d' o.c. max Y " Diamond' Patten T staples'] T o.c. maxstaple '] 2 x . c Diamond' Patten i J•Channel Deted A ALC15001.4 FL12194-R7 Page 1 of 19 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 Appendix B System No. Installation Detail MIN. 318' HEAD DIA. NAIL. MIN. 1.25" EMBENDMENT SPACED 24" O.C. FOR WOOD SUBSTRATES. MIN. 14GA T-NAIL OR MIN. 9GA, STUB NAIL WITH 318' HEAD DIA., MIN. 518" EMBEDMENT SPACED 8" O.C. FOR MASONRY SUBSTRATES. FASCIA SLIP BOARD FASCIA TRIM 121F-1 8 SOFFIT 12F-2 MAX. 12•INCH SPAN F" CHANNEL i•w, Cur._ra e or Block Wail STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1/4"—/ PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.4 FL12194-R7 Page 2 of 19 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 112F-3 3/4^ X 1/4' CROWN STAPLES USING A DIAMOND PATTERN I 1-3/4" TRIM NAZI F' CHANNEL CAN BE PAINTED S.S. 48" INSTALLED WITH THE O.C. NAILING FLANGE UP OR DOWN WOOD SUBSTRATE OPEN RAFTER FACIA BOARD FASCIA CAP 3/4- x 1/4- CROWN STAPLE '8' ON CENTER SOFFTT-max. 12-inch span ALUMINUM COILS, INC Soffits Appendix B IBEr- CO`, SOFFIT STAPLE LYB' BOOM! ; DIAMOND PATTERN 1 DETAIL I1STAPLES 1- 3/4' TRIM NAIL I FACIA BOARD PAINTED S.S. J% FASCIA CAP 3/ 4' X 1/4" CROWN STAPLE SOFFIT J SOFFIT & FASCIA DETAIL ALC15001. 4 FL12194-R7 Page 3 of 19 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 12F-4 14GA T•NAIL OR MIN. 9GA. NAIL WITH 3/8' HEAD DIA., MIN. 513' DMENT SPACED S' O.C. FOR MASONRY I RATES, ASCIA SLIP BOARD FASCIA TRIM t —3/4- TRIM NAIL I FACIA BOARD PAINTED S.S. SOFFIT FASCIA CAP 3/4- X 1/4- CROWN STAPLE' SOFFIT & FASCIA D ETAI L ALUMINUM COILS, INC Soffits Appendix B ALC15001.4 FL12194-R7 Page 4 of 19 This evaluation report is provided for Stale 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 ALUMINUM COILS, INC Soffits Appendix B OPEN RAFTER r1— 3/4' X 1/4" CROWN STAPLE 01ST I SOFFIT STAPLE DIAMOND PATTERN FACIA. BOARD D ETAI L 3/4- X 1/4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN FASCIA GAP 12J-1 3/4- X 1/4- CROWNJTRIMNMAJLFACIA 8- PJ-CHANNEL BOARD STAPLE ON CENTER 1-3/4' TRIM NAIL Pscrewedcosoffit with one(1) N8 x PAINTED S.S. 48' FASCIA CAP 1/2" r. 3/81 head O.C. diameter screw, 3/4 X1/4- 16" o.c. CRON STAPLE SIFFR—max. 12-inch span SOI WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE D ETAI L ALC15001.4 FL12194-R7 Page 5 of 19 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 I System No. [ Installation Detail 12JJ-1 & 16JJ-2 n 18ga., 114' x 1" staples 12' o.c. max 18ga,114"xI' staples 24- ox. max Diamond" Patten ALUMINUM COILS, INC Soffits Appendix B 18ga.. 114" x 1" staples 24" o.c. max Diamond" Patten Deto.4 8 I ega., 114' x 1' 5lapies IT o.c max Diamond Patten Z` IS ga.,1f4"xI' — staples In horzontal leg of female lap FChannel Detail A ALC15001.4 FL12194-R7 Page 6 of 19 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 Appendix B System No. Installation Detail 1318' LMG X 0 07T DIA. 7MI NAIL WITI, 3116' HE.•0 DIA, FASCIA BOARD SPACED I6' C C. FASCIA CAP SOFFIT I- It Ill' CPw RN STAPLE OPEN RAFTER AIM ILGAT. RAIL DR MIN FASCIA BOARD 9G.A STUB UZIL V117H _19' -!EAD 16F-1C-IAE!'MMEIM ;N13, SOFFIT &FASCIA 16F-6 SPACED7C.C. DETAIL FASCIA CAP; REFER TO SOFFIT i FASCIA DETAA CHANNEL SOFFIT; C.AX. 16' SPAN MASONRT--), SUBSTRATE ' ALC15001.4 FL12194-R7 Page 7 of 19 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 16F-3 & 16F-4 SOFFIT F" CHANNEL or Block. ti FASCIA LIP 1 /4" MIN. 3/8" HEAD DIA. NAIL, MIN. 1.25" EMBENDMENT SPACED 24" O.C. FOR WOOD SUBSTRATES. MIN. 14GA. T-NAIL OR MIN, 9G,A. STUB NAIL WITH 3/8" HEAD DIA.. MIN. 5/8" EMBEDMENT SPACED 8" O.C. FOR MASONRY SUBSTRATES. ASCIA SLIP BOARD FASCIA TRIM STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC soffits Appendix B ALC15001.4 FL12194-R7 Page 8 of 19 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 16F-5 3/4' X 1/4' \ CROWN STAPLES USING A DIAMOND PATTERN I 1-3/4' TRIM NAILJ F' CHANNEL CAN BE PAINTED S.S. 48' INSTALLED WITH THE O.C. NAILING FLANGE UP OR DOWN WOOD SUBSTRATE ALUMINUM COILS, INC Soffits Appendix B DPI ,T \`, SOFFIT STAPLE DIAMOND PATTERN I II 1 ve eETvca r DETAILu STAPLES FACIA BOARD CAP 3/4- X 1/4- CROWN STAPLE '8' ON CENTER SOS_ max. 16-:nch span 1-3/4' TRIM NAIL PAINTED S.S. SOFFIT FACIA BOARD FASCIA CAP 3/4' X 1/4' CROWN STAPLE SOFFIT & FASCIA DETAIL ALC15001.4 FL12194-R7 Page 9 of 19 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 ALUMINUM COILS, INC soffits Appendix B 1 314. L0I41, Y. 0072" DIA TRW NAIL WITH. 311 G'MEAD DIA I i—FASCIA BOARD FASCIA CAP GPEN RAFTER I I V i 11 4.0 tI- C=:J'.tN Sr:.PL.E FASCIA 8000 I*)( Ia, :Rov7N STAPLE UYSTF! LED 16F-2 & PAT r, oul.:oND SOFFIT & FASCIA 16F-7 DETAIL 310" FASCIA CAP, REFER TO SOFFIT i FASCIA F' CHANNEL DETAIL 1/4'f 1' staples SOFFIT: MAX 16' I 1i SPAN — MASONRY Diamond' I'VenSUSSTRATE ALC15001.4 FL12194-R7 Page 10 of 19 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. 16J-1 CREEK TECHNICAL SERVICES, LLC No. I Installation Detail 3/4- X 1/4- CROWN STAPLE '24' ON CENTER USING A DIAMOND PATTERN WOOD OR BLOCK SUBSTRATE OPEN RAFTER 1-3/4' TRIM NAIL) PANTED S.S. 48' 0 C. SoFFr—max. 16-i::ch span 7W FACIA BOARD FASCIA CAP 3/4' X 1/4' CROWN STAPLE '8' ON CENTER ALUMINUM COILS, INC Soffits Appendix B 3/4" X 1/4' CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAIL 1-3/4- TRIM NAILI FACIA BOARD PAINTED S.S. FASCIA CAP 3/4- X 1/4- CROWN STAPLE SOFFIT ` SOFFIT & FASCIA D ETAI L ALC15001.4 FL12194-R7 Page 11 of 19 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 A 18ga., 1f4' x 1' staples 12' o.c. max 16JJ-1 18ga.,1 14' x 1' 3g-- staples 24' O.C. Max Diamond' Patten Detad B ALUMINUM COILS, INC Soffits Appendix B 189a., 1/4' x 1 staples 24' o.c. max Diamond Patten 18ga.. IlW x 1' staples 8' O.C. max Diamond - Patten I\ f/ J-Channel 1 Detelt A ALC15001.4 FL12194-R7 Page 12 of 19 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.'No.'j Installation Detail OPEN RAFTER 18ga.• 114' x 1' staples 12* o.c. max ALUMINUM COILS, INC Soffits Appendix B 18ga., 1/4' x 1' staples 24' o.c. max Diamond' Patten 18 ga-, 1/4' x 1' staples \ 16' o c. max and 1 3,4" Long x .072' Dia. Trim J-Channel Nails with 3116" Head 4 3J8' 22 5JJ-1 o.c max Detmle 18 a., 114' x i' 18ga.,114' x 1' 9 staples 24' o.c. max 30d, staples 24' o.c. max --,, •Diamond Patten f 8gax staples 12s1 ?' o.c.c max Diamond Patten J-Channel Delml A ALC15001.4 FL12194-R7 Page 13 of 19 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 Appendix B System No. Installation Detail 1 i' TRIM NAIL FASCIA BOARD PANTED S.S. I't} I FASCIA CAP STAPLESS SOFFR UUNS A DIAMOND PATTERN: REFER TO 1"a!" CROWN STAPLE SOFFIT STAPLE oUWONO PATERN DETAIL i 1 TRIM NAIL FASCIA BOARD PAINTED SS, SOFFIT & FASCIA DETAIL 24F-1 8 i 2417-4 1'%' CROWN STAPLE - FASCIA CAP; REFER / TO SOFFIT 1 FASChi \ DETAIL B Narwhal SYP F-CHAIINEL Batten Anchontha red to SOFFIT; MAX 24' — Rafters with one Id Rung Shank Nad at 111 W000 SUDSTRATE every Railer SOFFIT STAPLE DIAMOND PATTERN ALC15001.4 FL12194-R7 Page 14 of 19 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 Appendix B System No. Installation Detail I I' TRIMNAIL FASCIA BOARD PAWTEO S.S. IA' SMOOTH SHANK FASCIA CAP ROOF NAILS I SOFFIT CROWN STAPLE I I 1 f' TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT 8 FASCIA 24F-2 $ DETAIL 24F-5 CROWN STAPLE fASCtA CA; REFER TO SOFFIT L FASCIA DETAIL Nominal rat" STP F•CHANNEL Batten Anchored to SOFFIT; MAX. 14- Rafters with one 7d Reg Shank Nail at every Rafter WOOD SUBSTRATE ALC15001.4 FL12194-R7 Page 15 of 19 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 Appendix B System No. Installation Detail I I" TRIM HAIL B04R0FASCt4 PARITED S.S. uGA ' T-NALS t I FASCIA CAPSOFFITL:: I'a1' CROWN STAPLE 1;" TRIM NAIL FASCIA BOARD PAOITED S.S. SOFFIT 8 FASCIA DETAIL 24F-3 & 24F-6 1'r!" CROWN STAPLE FASCIA CAP: REFER TO SOFFIT a FASCIA OETA0. Nominal t'ir SYP Batten Anchored to SOFFIT: MAX, 24" F-CHANNEL Rafters with one Id Ring Shank Na0 at err Rafter MASONRY ALC15001.4 FL12194-R7 Page 16 of 19 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 Appendix B System No. Installation Detail 1 L TRIM NAA FASCIA BOARD PAINTED S.S. 1"" CROWN FASCIA CAP STAPLE SOFflT SING A OIAMOND PATTERN; REFER TO CANTILEVERED 1-.4- CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN RAFTER DETAIL L- FASCIA BOARD SOFFIT b FASCIA i J' iRD+ NAIL PAwrEO S.S. DETAIL 24J- CROWN STAPLE 24J-2 FASCIA CAP; REFER TO SOFFIT L FASCIA DETAIL 8• HOmmal I' i 2' SYP battens cabbed t rArten and SOFFIT: MAX 24' 3/e't 1-CHANNEL honele0t +Ot 7d ring shank nail stretgh4nadetlkttigt-n IhMU21I L" raft IntO UW end WOOD SUBSTRATE of the batten ar lwv (2) 7d ring shank nails l0e4mded en l father artle of the batten at the batteNraRer in;ersedUan SOFFIT STAPLE DIAMOND PATTERN ALC15001.4 FL12194-R7 Page 17 of 19 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 Appendix B System No. Installation Detail 18ga., 114' x 1' staples 24' o.c. max OPEN RAFTER /r 'Diamond' Patten 124JJ-1 18 ga., 114" x. 1" staples 16" o.c. max and 1 3/4' Long x .072' Dia. Tn!n Nails +vilh 3116" Heart c.c max 39r A Diamond' Patten 18ga., 114" x 1" staples 12' o.c, max Detai 8 189a., 114" x t" staples 24' o.c. max t 8ga„ 114- x i' staples 8' o.c. max 7J-Channel Daa:l A ALC15001.4 FL12194-R7 Page 18 of 19 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 Appendix B System No. Installation Detail 18ga., 114' x 1' over, PAFrw /1' "Diamax mond" Patten 24JJ- 2 B 18 ga., 114" x V staples W o.c. max and 1 3/4' Long x .072' Dla. Trim Flails with 31W, Head O. C. max 318' A Diamond" Patten 18ga.. 114" x 1' staples 12' o.c. max 18ga., 114" x V staples 24" o.c. max nnel Details 18ga., 114" x 1' staples t 2' o.c. max Diamond' Patten 18 ga.. 114' x 1' — staples in horzontal ley effemale lap J- Channel OLIM A ALC15001. 4 FL12194-R7 Page 19 of 19 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 DESIGN WIND LOADS ALUMINUM COILS, INC soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, II, 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 10-ft2 or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. 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 1609.1.3 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. ALC15001.4 FL12194-R7 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, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure B Building Type Zone Mean HeightRoofft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 25 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 4 30 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 40 18.3 21.5 24.9 26.6 32.5 36.7 41.2 45.9 50.8 50 19.5 22.9 26.5 30.5 34.7 39.1 43.9 48.9 54.1 Enclosed 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Negative 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 Loads) 5 25 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 30 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 40 22.6 26.5 30.7 35.3 40.1 45.3 50.8 56.6 62.7 50 24.1 28.2 32.8 37.6 42.8 48.3 54.1 60.3 66.8 60 25.3 29.6 34.4 39.5 44.9 50.7 1 -56.8 63.3 70.1 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 4 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 Enclosed 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 5 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 1 31.3 1 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 1 32.9 1 36.4 ALC15001.4 FL12194-R7 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 ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure C Building Type Zone Mean HeR htfft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5 4 40 25.0 29.4 34.1 39.1 44.5 50.2 56.3 62.7 69.5 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 Enclosed 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative Loads) 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 5 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 30 29.1 34.2 39.6 45.5 51.8 58.4 65.5 73.0 80.9 40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 77.5 85.8 50 32.4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9 60 33.6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 93.2 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 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 42.0 4 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 Enclosed 60 174 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 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 42.0 5 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 1 29.9 33.7 37.8 1 42.1 1 46.7 60 17.4 20.5 23.7 27.2 1 31.0 35.0 39.2 1 43.7 1 484 ALC15001.4 FL12194-R7 Page 3 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 TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix C Design Wind Pressures for Soffits in Exposure D Building Type Zone Mean HeightRoofft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 4 20 26.0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 25 27.0 31.6 36.7 42.1 47.9 54.1 60.6 67.6 74.9 30 27.9 32.8 38.0 43.6 A9.6 56.0 62.8 70.0 77.5 40 29.4 34.5 40.0 A5.9 52.2 58.9 66.1 73.6 81.6 50 30.6 35.9 A 1.6 47.8 54.3 61.3 68.8 76.6 84.9 Enclosed 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Negative Loads) 20 32.1 37.7 43.7 50.1 57.0 1 -64.4 72.2 80.4 89.1 25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4 30 34.5 40.4 46.9 53.8 61.3 69.2 77.5 86.4 95.7 5 40 36.2 42.5 49.3 56.6 64.4 72.7 81.5 90.9 100.7 50 37.7 44.3 51.4 58.9 67.1 75.7 84.9 94.6 104.8 60 38.9 45.7 53.0 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 41.7 46.3 Enclosed 4 25 17.3 20.3 23.5 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 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 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 60 20.2 237 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive Loads) 5 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 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 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 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 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 ALC15001.4 FL12194-R7 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. CREEK TECHNICAL SERVICES. LLC 3/8" F-Channel 3/8" J-Channel 3/8" 3/4" 1/8" HEM T 7 3/4" 3/8' ISOMETRIC VIEW 3/E- PROFILE ISOMETRIC VIEW 3/8' PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC15001.4 FL12194-R7 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. Fascia CREEK TECHNICAL SERVICES, LLC 5 3/4" 7/81, 1/8" HEM 6"FASCIA Y BLANK 1/4" ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001.4 FL12194-R7 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. CREEK ALUMINUM COILS, INC Sits TECHNICAL SERVICES, LLC Appendix D 16" Q4 Soffit 0_"TYC 4 IM,-. 0 18' BLANK 3 / 8 PROFILE a oo a a000 000r 000a 0000a 000 ALC15001.4 FL12194-R7 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 TECHNICAL SERVICES, LLC 12" T4 Soffit 3 1/8" 7/8" 3 1/8" 7/8" 1 31/8" 1/2" / \'_J 1/2" 1/2" 1/2" XV] 3/8" 13.75" BLANK 3/8" PROFILE 0 WT& ALUMINUM COILS, INC Soffits Appendix D 0 I Cl 0 Cl 0 a oo oao 0000 a000 END OF REPORT ALC15001.4 FL12194-R7 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. V) Florida Auilding Code Online I https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVX... 1 Ousiness ' Professional acts Home I tog In I User Registration I Hot Topics Submh SurcMrge i Slats a Facts I PublratlorrS F8C Staff 8CIS She Map j Links I Search F lidi r a Product Approval USER: Public User P[tit(u&Ai3oroval Meau > Prod [rt of Aooikatbn Senrr;Il > 6900tan Let > Application Detail FL # FL7006-R10 Application Type Revision Code version 2017 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) IKO Industries, Ltd 40 Hansen Road South Brampton, NON -US L6W 3H4 708) 496-2800 Ext 200 rmetzOO1@tampabay.rr.com Robert Metz rmet-zOO1@tampabay.rr.com Bob Metz REMCO of Pinellas 456 Avila Circle NE Saint Petersburg, FL 33703 727)776-5261 rmetzOOI@tampabay.rr.com Don Shaw IKO Industries LTD 120 Hay Rd. Wilmington, DE 19808 717) 579-6706 don.shaw@lko.com Roofing Asphalt Shingles Certification Mark or Listing FM Approvals - CER Locke Bowden P.E. validation Checklist - Hardcopy Received Standard ASTM D3161 modified to 110 mph ASTM D3462 ASTM D7158 Class H ASTM E108 Year 2016 2010 2011 2011 1 of 3 4/13/2018, 7:41 AM i Florida Building Code Online 1lttps://www.11 oridabu i Iding. org/pr/pr_app_dtl.aspx?paraill=wG EVX... Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FL # — Model, Number or Name 7006.1— — Cambridge, Cambridge HD, Blltmore and Blltmore HD Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Method 1 Option A 10/08/2017 10/30/2017 11/01/2017 Description Laminated architectural fiberglass asphalt shingle manufactured at IKO's Kankakee, IL; Hawkesbury, Ont.; Wilmington, DE; Sylacauga,AL and Toronto, Ont. plants Certification Agency Certificate-- FL7006 R10 QGAC Letter - ASfM p3161 letter - 9 2G-20171 from FM.pdf FL7Q06 R10 C CAC Letter ASTM D3462 fe-ttgr - C%iz6-Z0AZ)1P_2f FL7006 R10 C '; _ Letter - ASfM E100 letter - 9_26=2Q17),pdf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL7006 RIO 11 IKQQ187-02-0I LeISeL- Installatlon Instructions for FBC FL7006.pjj Verified By: Duc T Nguyen 65034 Created by Independent Third Party: No Evaluation Reports Created by independent Third Party: 7006.2 Hip and Ridge 12 Cap Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes This Is a 12" x 12" fiberglass asphalt shingle used to cover the hip and/or ridge of an asphalt shingle roof system manufactured at IKO's Kankakee, IL, Toronto, Ont. and Brampton, Ontario plants. Certification Agency Certificate FL7006 R10 C I:Ar 15TM D 34(7_ Shingle le er urvelllance Audit Location=(6-28-2017),pdf Impact Resistant: N/A FL7006 R10 CAC Letter—A$T(1 D3_j61 letter Design Pressure: N/A C9-26-201z) Ptom FM.pQ Other: FL7006 R10—C CAC Letter - ASTM D3462 Iptter - 22fyZ,QJ2) Rlif FL]006 R10 C 4—AG 4etter -ASTM E1QetteL_ 9L26_2017).pdf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL7006 R10 11 Hip and Ridge Cap Shingle Installation Instivctlon5pdf FL700 R10 11 IKO-187-07_01 Letter - Installation InstructloQs for FBC FLIQ06.pdf 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 Hawkesbury, Ontario plants Limits of Use Certification Agency Certificate — Approved for use in HVHZ: Yes FL7006 Ft10 C CAC L r - ASTM D3161 letter - Approved for use outside HVHZ: Yes (9-26-20171 from FM.pdf Impact Resistant: N/A FL7006 RIQ C_CAC Letter - ASTM D3462 letter - Design Pressure: N/A (9-26 2017) pd 2 of 3 4/13/2018, 7:41 AM Florida Building Code Online https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVX... Other: 7006.4 FL709G R1Q C G11C-4elter - ASTMS !)Metter - 4-26-z017).Ddf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions F1,7006 RIO 11 IISQ:j87-02-01 Letter - TnstollpflQrl nstru Ions for FBC FL7006.pdf FL70006 RIO 11 Roofing -Products l-cading_Edge-Plus_ ARplj aIon N(3).Rdf Verified By: Duc T Nguyen PE 65034 Created by Independent Third Party: No Evaluation Reports 1 Created by Independent Third Party: Marathon Plus AR, Superglass Plus 3 tab fiberglass asphalt shingle manufactured at IKO's AR Brampton, Ontario, Nawkesbury Ont., Toronto, Ont.; Sylacauga, AL and Kanakakee, IL plants Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL7006 RIO C CAC Letter - ASTM a316_1 letter - Approved for use outside HVHZ: Yes 9-26-2017)-from FM,Rdf Impact Resistant: N/A E(,7.0Q_6 R10 C CAC Le[te}LS7M D3462 - letter -- DesignPressure: N/A 9-26-2017).Qdf Other: FL 006 R10 C CA OISer=ATM E308 Iclter - I 34_zU7).pdf Quality Assurance Contract Expiration Date 12/ 20/2020 Installation Instructions R30_ II ]KO-187-02-01 LetjP,r _ ln.$ta latio FL7006jr15tru inns for FBC FL7006,12df Verified By: Duc T Nguyen 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: — ---_ Bark Nert Contact Us :: 2601 Blair Stena Road. Tadahtilge Fl. 32399 Phone, BSO-487-1824 The Stale of Florida is an AA/EEO employer. Cgpyijght 2007-2013 State of Florida.:: Privacy 5pet men : • Accesslbitty Statement:: Refund Statement Under Florida taw, email addresses are public records. If you do not want your a -mad address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or try traditional mail If you have any questions, please contact B50.487.1395 `Pursuant to Section 455 275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provlded 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, FS., please click here Product Approval Accepts: LRZM ®® r® Credit Card Safe 3 of 3 4/ 13/201 R, 7:41 Ann CONSTRUCTION MATERIALS TECHNOLOGIES October 27, 2017 IKO Industries, Ltd 120 Hay Rd. Wilmington, DE 19809 Re: FBC FL7006 Sir(s), PRI Construction Materials Technologies has completed a technical review and attached sealed shingle instructions in compliance the 2017 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_BAGXEFS-2012-11_reformatted 2013-02-rev07/13-Florida) 2) IKO Laminated Shingles Application Instructions EN -Laminated Appins_BTTEFS-2012-04_reformatted 2013-02-rev07/13-Florida) 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 Independence: 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: /1,i./% C Signed: Brad Grzybo ski Duc T. u e Managing Director Florida RegKIere Professional Englneer P.E. Number: 66034 Date: October 27, 2017 Date: October 27, 2017 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-187-02-01 PRI Construction Materials Technologies, LLC. 6412 Badger Drive Tampa FL 33610 Tet 813-621-5777 Fax; 813-621-5840 L maU: materlalste;8ng@pdcmtcom WebSlte: hBp*wvnv.PricmLcom IKO Installation Instructions for Asphalt Shingles Page 2 of 5 IKO Shingle Application Instructions — 3-Tab Shingles ASTM D3161, Class F — IKO Marathon 25 AR and CRC Superglass M25AR) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. ROOF DECK: Solidly sheathed and fastened deck conforming to 2017 FBC UNDERLAYMENT: 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 6-1/8" above the butt edge, approx. 1" 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. EXPOSURE: Installed shingles shall have a maximum average exposure of 5-5/8" STEEP SLOPES 1 V2" 1-I1Z" 1- 1•ylt — SEALING STRIP • • • — i • i t I I rt Ire- 61r8 1R' t NAILS NAILS DO NOT NAIL INTO OR ABOVE THE SEALING STRIP PRI Conshiction Materials Technologies, U.C. 6412 Badger Drive Tampa, FL 33610 Tel: 813.621-5777 Fax: 813-621.5840 e-mail: materialsteslJng@pricmLoom WebSlte: hftp:IAAnvw.pOcmt.com IKO Installation Instructions for Asphalt Shingles Page 3 of 5 IKO Laminated Shingles Application Instructions ASTM D3161, Class F — Cambridge, Cambridge HD, and CRC Biltmore AR) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. ROOF DECK: Solidly sheathed and fastened deck conforming to 2017 FBC. UNDERLAYMENT: 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 7-3/8" 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 (600) 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. EXPOSURE: Installed shingles shall have a maximum average exposure of 5-7/8". 7318, NAIL LINE 6 318 Erm AILS NAILING - STEEP SLOPES APPLICATION Use six nails cs shown. Fa F1 n L7, CEMENT PROPER APPLICATION REOUIRES THAT THE NAILS PENETRATE BOTH THE OVERLAY AND UNDERLAY PORTIONS OF THE SHINGLE PRI construction Malerials Technologies. L-C. 6412 Badger Drive Tampa, FL 33610 Tel: 813.6215777 Fax 813621.5M e-mail: matedalstesOngeprlcmt.com WebSite: Imp:/Mvnv.pricmtcam IKO Installation Instructions for Asphalt Shingles Page 4 of 5 IKO Hip and Ridge 12 Application Instructions ASTM D3161, Class F — IKO Hip and Ridge 12) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. 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, On hip roofs, apply ridge pieces starting at each end, meeting in the middle. On gable roofs, apply ridge pieces starting at the end opposite to the prevailing wind direction and continue to the other end. Note: 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. NOTE: SHINGLES MUST BE APPLIED PROPERLY. THEY ARE DESIGNED FOR USE AS HIP AND RIDGE SHINGLES ONLY, AND SHOULD NOT BE USED FOR ANY OTHER APPLICATIONS. WE ASSUME NO RESPONSIBILITY FOR LEAKS OR DEFECTS RESULTING FROM POOR APPLICATION OR FAILURE TO PROPERLY PREPARE THE SURFACE TO BE ROOFED OVER, OR FAILURE TO PROVIDE PROPER VENTILATION IN ACCORDANCE WITH MINIMUM PROPERTY STANDARDS REQUIREMENTS. REVIEW ALLAPPLICABLE BUILDING CODES, MINIMUM PROPERTY STANDARDS, AND REQUIREMENTS PRIOR TO APPLYING THESE SHINGLES USING THESE APPLICATION INSTRUCTIONS. m mm, IAPEP CUI PRI construction Materials Technologies, LC 6412 Badger Drive Tampa, FL 33610 Tel: 813-621-5777 Fax: 813-621-5840 o-mall:matodalstesdng@piicmi.com WehSlte: httpJAwAv.pdcmt.com IKO Installation Instructions for Asphalt Shingles Page 5 of 5 IKO Leading Edge Plus Application Instructions ASTM D3161, Class F — IKO Leading Edge Plus) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. 1. Apply any underlayment, eave protection, valley flashings, or drip edges to roof deck as required 2. Each 39 3/8" x 13 1/4" (1000 mm x 336 mm) IKO Leading Edge Plus strip is perforated lengthwise for separation into two (2) shingles. Take one IKO 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 mm 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 mm 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 1" (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. 7. Apply roof shingles as per the instructions printed on each product's package. Make certain the first course of field shingle lies flush with the edges of the fastened IKO Leading Edge Plus. In this way, the sealant on the IKO Leading Edge Plus shingles will adhere to the first -course field shingles and help keep them from lifting in high winds. PRI construction Materials Technologies. I.I.C. 6412 Badger Drive Tampa. FL 33610 Tel: 813-621-5777 Fax: 813-621.5840 a -mail: matedalstesbriga@pricmLcom Web&te: hUPJAAAvw.pdcmLcom Florida Building Code Online https://www.floridabuild ing.org/pr/pi_app_dti.aspx?param=wGEVX... l Business' & Professional, Regulation R BCIS Home I log In 1 User Registration 1 Hot Topics i Submh Surcharge j Stats a Fats I Pubbcatbre I FBC Stall 1 80S Ste Map Links i Search I b a ii t Product Approval USER: Putft Userdrr BrQ0VCLAQpTQY4I t7enV > ProduCUrApd'Sdt&A50Mh > aggJrauaMLfst > Application Detaa FL # FL2346-R7 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Testing Lab Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Warrior Roofing Manufacturing 3050 Warrior Road Tuscaloosa, AL 35404 205) 553-1734 Ext115 Steven@WarriorRoofing.net Steven Crew Steven@WarriorRoofing.net Steven Crew 3050 Warrior Road Tuscaloosa, AL 35404 205) 553-1734 Ext 1024 Steven@WarrlorRoofing.net Steven Crew 3050 Warrior Road Tuscaloosa, AL 35404 205) 553-1734 Ext 1024 Steven @ Wa rrlorRoofing. net Roofing Underlayments Test Report PRI Construction Materials Technologies, LLC Keystone Certifications, Inc. 10/05/2021 Jesus Gonzalez, P.E. Validation Checklist - Hardcopy Received FL234y—R-7s(1(2-111 CM.T_Cert-gL 1ndotpendgnr-e.p of Referenced Standard and Year (of Standard) Standard ASTM D226 ASTM D4869 Year 2009 2016 Equivalence of Product Standards Certified By Approved Testing Lab FL2346 R7Fnuiv FBC 201Stanop cis EnyLvplencv,pdt 1 of 2 4/13/2018, 7:44 AM Florida Building Code Online Ilttps://www.floridabui lding.org/pr/pr—app_dtl.aspx7param=wGCV•X... y Product Approval Method Method 1 Option 8 Date Submitted 01/17/2018 Date Validated 01/17/2018 Date Pending FBC Approval 01/17/2018 Date Approved 04/10/2018 Summary of Products FL # I Model, Number or Name I Description 2346.1 j #15 and #30 roofing felt ASTM D 226 Tested Limits of Use Installation Instructions -- Approved for use In HVHZ: Yes FL2346 R7 Il Installationl0£tructlons.pdf Approved for use outside HVHZ: Yes Verified By: PRI Construction Materials Technologies, LLC Impact Resistant: N/A I Test Reports Design Pressure: N/A FL2346_R7 TR15A Test Report prof Other: Primary roof covering should be Installed FL2346 R7 TR 30A Test Reoort.pdf Immediately after felt. Roofing felt is not intended to be an unprotected weathering surface. 12346.2 and 30w roofing felt ASTM D 4869 Tested115w I Limits of Use I Installation Instructions Approved for use In HVHZ: No FL2346_R7_II Installation Instructions.pdf Approved for use outside HVHZ: Yes Verified By: PRI Construction Materials Technologies, LLC Impact Resistant: N/A Test Reports Design Pressure: N/A FL2346 R7 TR 15w Test ReparLpdf Other: Primary roof covering should be installed FL2346 R7 TR 30w Test Report.Dtif immediately after felt. Roofing felt Is not Intended to be an unprotected weathering surface. sack roe:t Contact - Us :: 2601_51alr Stone-BCad.Jaltahassee FL UM PhoneL05A_4a7_U2A The State or Florida is an AA/EEO employer. Sppy-L&ht 2007-20133_Statej LFJonda.:: Privacy_Statement :: acLe55rbltly-Staterrieat :: Rafimd5latemlettt Under Florida cow, email addresses are pubic records. it you do not want your e-mail address released In response to a public -records request, do rat send electronic man to this entity. instead, contact the office by phone or by traditional malt If you have any questions, please contact 650.487.1395. 'Pursuant to Section 455. 275(I), Florida Statutes, effective October 1, 2012, licensers licensed under Chapter 455, F.S. must provide the Department with an email address r they have one. The emalls provided may be used for official communication with the lltersee. However eman 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 ham. Product Approval Accepts: MUM ® ® etrrcl Credit Card Safe 2 of 2 4/13/2018, 7:44 AM 16 WARRIOR® ROOFING MANUFACTURING P. O. BOX 40185 • TUSCALOOSA. AL 35M • PHONE (205) 553-1734 • FAX (205) 553.1755 193 LEROY ANDERSON ROAD • MONROE. GA 30655 • PHONE (770) 207.0695 • FAX (T70) 207-0775 323 DEVELOPMENT AVENUE • CHAMBERSBURG, PA 17201 • PHONE (717) 709-0323 • FAX (717) 709-0027 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 corner.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 pattem 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 firmly fasten 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 botton length a minimum of two inches as you move up the i shedding. A 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 TI-IE EXISTENCE OF REGIONALLY SPECIFIC FASTENING REQUIREMENTS. CITY OF SANFORDR BUILDING & FIRE PREVENTION A. AUG 17 2018 PERMIT APPLICATION Application No: r DOCCImentC•d Construction Value: S Ls220 - Job :address: WDt a-. • 1 WOW Historic District: Yes \o Er Parcel ID: I -I' aQ `31--C- Residential Conit-nercial Type of Work: \cw Adclition : Iteration Repair Demo Change of C se ),(ov c JJ 1 Description of N'Vork: I . 1(} l rj41+ ((J(' i I -I' - SIC T{j " t - L ' J i ' I I i L l `. ^r' a \I i (' Plan Review Contact Person: Phone: Fax: Email: Props ty Owner Itiflorm=.tion none: Title: Street:({`1 Inc Resident of proprrty' Ciry. State zip: Contractor Inform=tior, a `rC r_'t t' r'( i j !•. J h I 'i • PitCiii(: • lJi! i', ! I I -=, Strei r:-i`; l>'-1„ "i u i/ ` Cite. State Zip: 1rlJhu"1 { ' 1r i r t St'.:te Licer.sc \o. f — , • -. — r tne. Strc•t•t: City. St. Zip: Architect/Engineer Information Phone: Fay: E3 11ln'•' C..onID 1,V: ICII'i^:'r e LC%dc1': AddrelS: WAR'ING TO O \ER: 1 (` UR FAILURE TO RL'CO:;D : NOTICE OF C.."C))MFNCEMENT wky RF I l_T I 1"Ol'h PAYING TWICE FOR I IPROVE IENTS TO 1.OUP I'i;l)i'ERM A NOTICE OF CU I IF\CI:!E"f MUSI' CE I2ECC)'c:l)Cl7 ANDI'OC'I"f_(:) ON "I"iIE JQ ; SI"I"E "fl3E I I!;1' INS1'CC-I"Ir:1N. I l Ol' IN1 [X!l 1"O FINANCING. C(_1 SUL'I" WITH VOUR L[NDE R, OR AN A"I'TORNE- " ItFFUi:F RL'CQ'c';DI\C 1"OUR \t:IK UI' C•_ ... i? il.. I i-.... _ `: _.. ..... .. s ..._. . ' :.'':n .! i'- i• .._;'i:1:: ;? .:it':. ..__ t.:. ... •i :.ii !_.•l1_ _ .:. _. _ . I t:nc!r:::u:d tl::lt ...;eit:uat_ ! ....• R •I:_.ric:el '..kirk. p!e;al.• _ s; `Lc• ".•II'.-..:u!;. i.•:?_:_•.:. re::tit Iaaa bi• seu:c•d : •. I"::rcace;. I,nil.r:. I: _..ter_. t_tiiks, ar.cl ..it• cnncli:iunr•r>. t ir. - 1?: ri l' II: '!r:ili tl, i^•.ri! ::1 L!I tl:_ t!::c r•r tippii:a:i•, naci o.v r,•r'.r in .;._;I :.: `r!.a c!.. ... ' I t'i:i i_nl-i I'I••ri i., !':;ii;!. ("„;• t NOTICE: Ln addition to the requircinenis of this peri:ut. thcrc nlar b: additional restrictions appli.a.ale to this pr)p:„ that may befoundinthepubli: record; of this county. and there maybe ad-Rional pci:n::s required f o11 other sor;rl:nt^n:a! entities Such as waterir1.11:;1_ellietit eiitricls• State agencies. or federal acencics. _ Acceptance of permil is Teri ica!ion that I will no:if, the o.r::er of the propern• of Ia. rcqui, cmcws of Flosilo Li_:, L21r. FS The CIi\' Of Sanford rquires paynit It of a plan re11 11' we ai t!ie iCll of p_'rl:.ii SU'll;iit;al .-\ CC)p ' Ol tli: C\'C•CUtC'(I Cori:a:l 1> reC,Clredmordrtocalculateaplanre1•i;:w• charec and 1ri!I be cor.sid•cred the estil;lai,(l corstrucr,o:l ra!uf- of tilt job al tap tine of suF.rlit;al. The actual consmi:tion value \rill b- figured base.( on tat cL:rcnt ]CC Valuation Ta`le ir. effect ai rile tics. the p:rn;il is iss::ed: iocor%:lace \mill local oMin3nce. Should Calcilkned char<_'s it r.Ir:d Off (h a\'l't`iPf! CQ!:iraCi e\C:[la la: credit will be applied to your perni; r_ci V"n:'n. the per.. lit is issue.',. Ile. OWNER'S AFFIDAVIT: I certify that all of the I'orevoing information is accurate and that all Ns-orl- 1illbedoneincomplianceWithallapplicablelawsreoulatinvconstructiond_14ctill,'. Pci Tvr,; c.f ID r C. Pro.":ict'. ID __ Typo e `' ID BELOW IS FOR OFFICE USE UNLY perlillts Reclirirc•d: tj:!lire. c 1=1:_.:i:' kleC112: ,11 1•ill_rl "i.:1`.ni: ..brI Construction 'I'N-pe: Occupmicy Use: Tot-2I Sci 1=t of I'I dg: Nlin. Occt:pancY Nev. Cnp,strucdon: Electric -=ps Flood Zonr: of' S;cvi_S. Pluinbin' - - of FLR II I"rS Fire Shrin.kli r Pc-rridi: } 2_ D! N , = or I-!',r'_ -- I'11't :\lal'i:l h21'e i!t: Y c•. `1F I E\:"G\'EERINCi' C0 1'IE.NTS: L T !L.I"fl=S: 1 "1_ I_, I N (.1 : 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 . . . . . 18-00002521 Date 8/17/18 Application pin number . . . 547034 Property Address . . . . . . 2651 MAGPIE WAY Parcel Number . . 17.20.31.502-0000-0850 Application type description NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Application valuation . . . . 290154 Application desc need noc Owner Contractor PARK SQUARE HOMES PARK SQUARE HOMES 5200 VINELAND RD SUITE 200 ORLANDO FL 32811 407) 529-3000 Structure Information 000 000 ---------------------- Construction Type . . . . . VB Occupancy Type . . . . . . RESIDENTIAL USE GROUP Flood Zone . . . . . . . . NONE Other struct info . . . . . ELEC - # AMPS 200.00 PLUMBING FIXTURES 20.00 NUMBER OF STORIES 1.00 SQUARE FOOTAGE 2684.00 Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Phone Access Code 1071430 Permit pin number 1071430 Sub Contractor STRADA ELECTRIC & SECURITY Permit Fee . . . . 80.00 Issue Date . . . . 8/17/18 Valuation . . 0 Expiration Date . . 2/13/19 Qty Unit Charge Per Extension 200.00 .4000 AMP ELECTRICAL - NEW CONSTRUCTION 80.00 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.aldrichOsanfordfl.gov Water impact fee $1343.00 Sewer impact fee $3025.00 Other Fees . . . . . . . . . 01-APPLCTN FEE -ELECTRIC 25.00 O1-APPLCTN FEE -BUILDING 25.00 O1-APPLCTN FEE -PLUMBING 25.00 O1-BLDG PLAN REVIEW 1098.00 02-CURB CUT/DRIVE - S/F 40.00 O1-FIRE IMP-RS 9-2017 383.81 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. s AUG 1 7 mo CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: r' j- Cj q Documented Construction \"aloe: S Job Address: 3' G Ulm Historic District: Yes / Parcel ID: 'l 1' - J l ;t-L1ja)J 0(o,2 J Residential 01-comrnercial Type of Work: \c\\' 01Addition AltJeration Repair 0 Demo I Change of Usee El1 io\-e Description of \York: I i 1 Ci I I I l` i TJ. -I • fF _ r >CE C_ Z I f I \I I; r 1. I'? ` (`I I)/\ Plan Review Contact Person: Title: Phonc: F- Entail: Property Owner Inform—rtion Nance Sat . rwx 1jam, j 'fir Phone: Strect' -moo'` U 1Y — y , KC' Resident of proper(\'•.' : City. State Zip: (Y C -du R, 3 811 Contracfor Inforim atlon rcr C' `• I' t t I' ( ( ` 11' I Strect: ! t i.. [ . il,; r 'f 'y 1 Fax: City'. State 7_ ip: hJl` ;C'i i+• l_-'1 I St to L.icens. \o. acre street: Cite. St. Zip: Bonding Coiltpany: Architect/ Engineer Information Phoac:: Fax: lort" fie Lt: ndcr: I . F:\ING To O\\'\ER: 1(WR FAILURE TO I:I:C_0'\'I) A NOTICE OF CO)1 1ENC011iNT MAY P,1SL'LT IN VOUR YING TWICE FOR IMPROVEMENTS TO YOUR' ('[.PERT•. :\ \0TICE OF COAL ENCEMENT MUST PE RECOiZT)ED A. ND POSTED ON THE .10[, SITE BEFORE- TII1: I'I!:S'f I I'1=CI I)'. IF Y0 U I\TE•ND '10 03f:\IN FIB•:\NCISG. CONSULT \','(' I'll YOUR I_ENDEF: OR AN\ ATTORNEY I:EFORE KECtaP'DING 1•()i P NOTICE, 01:, a: ;'... i u:. I _.;an:_ 0:. j•• ::;_.'': .,'O"n V. t:ndtt;i:: tr.d t11:11 :1 J1t.'c1i[ inuit Lac• y,ur.•d fur i•li:t•.r!i.tl Murk. 3!n:n!' I.E.. i4tI •. i:GCei. IDller>. ItC?[i•t'i. Cl:t:s.:1n: ::IPu: cluLlirliF1's. llC. I-L:. II!=, i St,a{i br ir.ScriarJ Mitt: I!t_ t!a:c .I':,;); li:a:i ,.. gad r!te cc•d; in rf-ct _::,` It.... r'..,,. _ f_ri: ?r: I.al=, 1'i•.-i ..I D\ I ci _; i .1 C sa-I n 3 x Tj I o q It.. n I j s i,. —1 o\ n zz),I, : 1: m.f .1 u 1.1 (1 1;: om Ij v 10 3 i.1 13 -) 1.-j :1., 0 113 11 .11 S U!) ).\ 1, o Quvdn'.)o . i ") 1:1 1,"S li, ,01 :-) 1107 PO4,11 :a (1,1 If 0 113 iM I s U 0.) AT\o 3sil :IDIJAO UO3 S1 AW-Ml CI 1 0 LC N 6101-WM7A.11 A.4 P. 9101 - 6 jaqwBAON s9Jldx3 L 109L I JJ 9 UOISSIWWOO W. 011V8 31NVHd31S r ( I SILITworl'- ITTE'Ll 011.) n.] Is u 0:) L)Uprjll Om smul III; 1111m x)(Jul](Ituo.) ul allop aq J. Ao.kk 11u, Imp pur o"r-.1nnu s! U013cul.10jul f1110 10.10j all] jo 1113, JU111 1 :11AV(1 1.1-1 V Si213NMO i11. 1-lad zqi s.!;j, iru:_izd inoX of pilddi: zq Ili." i:pp2j:, F: ZM;3 P;iZji:)jUJ PI:-WLS I;::),)[ qll.,.% :;ZLFOR):,]c zql uo pzutj tq lj!.%: ZW.Iu.N 11011--rLUSU03 lrwu ay i' U1UH1!lS JO ;Ullj .3y :c CILIf ql jo nin uoll:lulsuo.) P.;I-mullsl alit p,J;P!Suo.) aq 1p %% pu- -,Sjmp uc;d L )i-qaJjua of _,.,p.m u: til : 0Xd0a juntuic"ns !1-_-ljAjo ZIL::l Zill 1.0 jjj t!j:Itj Ujo -c S j 0 11 Paln3ax, rd s;uinloo-i P.-qjl: CI( s -4 i.%%rj um-1 -,P!_h)lj !OS*11l.Ml!ajlT1Lzj -qljo I 'up ucmlrjgua.\ sl Szin, Su IU.1,-P.7j JO jzq-. t) tl--o.-.j p-nnbi cnuu.nd Icuor rl--pr -q .-mai li;y pim, -.%)tno:) snoi it) sp.,oJaj :tIq-nJ ;ui ui punol tcl . rUl I'Cql -Icr:tldL';c lzuopippu ;tq -lluuld Sitil '10 lj lqi of uomppe til . :3 4k e FIRE INSPECTIONS CITY OF SANFORD 0 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Application Number . . . . . 18-00001919 Date 8/17/18 Application pin number . . . 366446 Property Address . . . . . . 3972 NIGHT HERON DR Parcel Number . . 17.20.31.502-0000-0680 Application type description NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Application valuation . . . . 327240 Application desc need noc Owner Contractor PARK SQUARE HOMES PARK SQUARE HOMES 5200 VINELAND RD SUITE 200 ORLANDO FL 32811 407) 529-3000 Structure Information 000 000 ---------------------- Construction Type . . . . . VB Occupancy Type . . . . . . RESIDENTIAL USE GROUP Flood Zone NONE Other struct info . . . . . ELEC - # AMPS 200.00 PLUMBING FIXTURES 19.00 NUMBER OF STORIES 2.00 SQUARE FOOTAGE 3012.00 Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Phone Access Code 1071422 Permit pin number 1071422 Sub Contractor STRADA ELECTRIC & SECURITY Permit Fee . . . . 80.00 Issue Date . . . . 8/17/18 Valuation . . 0 Expiration Date . . 2/13/19 Qty Unit Charge Per Extension 200.00 .4000 AMP ELECTRICAL - NEW CONSTRUCTION 80.00 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 -ELECTRIC 25.00 O1-APPLCTN FEE -BUILDING 25.00 O1-APPLCTN FEE -PLUMBING 25.00 O1-BLDG PLAN REVIEW 1209.00 02-CURB CUT/DRIVE - S/F 40.00 O1-FIRE IMP-RS 9-2017 383.81 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. UNIVERSAL UES Project No: 0110.1700817.0000 Workorder No: 9398862-5 tuENGINEERING SCIENCES Report Date: 8/15/2018 Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Construction Materials Testing • Threshold Inspection Building Inspection • Plan Review • Building Code Administration 3962 Maggie Blvd, Orlando, 32811 • P: 407.423.0504 • F: 407.423.3106 In -Place Density Test Report Client: Park Square Homes UES Technician: Sammie Edwards 5200 Vineland Road, Suite 200 Orlando, FL 32811 Date Tested: 08/15/2018 Project: Wyndham Preserve, House Lot Testing East Lake Mary Boulevard & Brisson Avenue South, Sanford, Seminole County, FL 32773 Area Tested: 2651 Magpie Way (Lot # 85) Material: Native Reference Datum: 0 = Bottom of Footing Type of Test; Field: ASTM D-2937 Drive Cylinder Method Laboratory: ASTM D1557 Modified Proctor The tests below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density. Test No. Location of Test Range aximum DensityDensity pcf) Dptimum Moisture Field Dry tY pcf) Field Moisture Soil Compaction Native Depth inch) Pass or Fail 21 ANorth Footing 0-1 ft 106.8 10.6 107.3 6.1 100 N/A Pas: 22 South Footing 1-2 ft 106.8 10.6 108.4 8.3 101 N/A Pas: 23 East Footing 1-2 ft 106.8 10.6 104.4 7.0 98 N/A Pas: 24 South East Corner of Pad (TOF) 1-2 ft 106.8 10.6 102.8 9.3 96 N/A Pas: 25 Center of Pad (TOF) 2-3 ft 106.8 10.6 101.7 3.4 95 N/A Pas: Remarks: TOF= Top Of Fill 1 Tn nntn /.lint. n .....t..nl nmtnn/:nn {n I /n..•n.n nl n nl:nntn tt.n D•.hlin nnrl n..mnl.•nn nll mnn.in n n..t.•r W-4 nn nn nG,4i t:n/ -+. n! n... n/inntn WWII n..lf.nn nlinn 18 DESCRIPTION AS FURNISHED: Lot 85, WYNDHAM PRESERVE, as recorded in Plat Book 81, Pages 93 through 102 of the Public Records of Seminole County, Florida. BOUNDARY FOR/CERTIFIED TO: Park Square Enterprises, LLC (a Delaware Corporation); Winderweedle, Haines, Word & Woodman, PA; Attorneys" Title Insurance Fund; Bank of Americo ' TRACT B STORMWATER TRACT) S 89.43'03" W 60 00' 24.80' 24.80' 24.80' 24.80' LOT 65 m FORMBOARD FOUNDATION , 64 t` - o O TOF- TOP OF FORM N FORM AVERAGE- 24.11' p LOT 66 t0 t6 O O LOT 84 to co to 7.50' I.J' I 1 7.50' B 36.53, 25.20' 25.20' 10' UTIL ESMT. 9 S 89.43'03" W 60. 00' MA GPI ' TVA Y 30' PRIVATE A/W) , SETBACKS AS FURNISHED FRONT - 25'(•) REM 20' SIDE - 5' (40' LOT) 7.5, (60' LOT) t0' (75' LOT) SIDE STREET a 25' (60' h 75' LOT) 15' (40' LOT) 25' FROM SETBACK CAN BE REDUCED TO 20' ON CERTAIN LOTS. NO MORE THAN PLOT PUN AREA CALCULATIONS 2) IN SUCCESSION AT 20' AND A MINIMUM OF (2) IN SUCCESSION AT 25' TOTAL LOT AREA 6,900 t SQUARE FEET PROPOSED - FINSHED SPOT GRADE ELEVATIONS FLATWORK ON/OFF LOT TOTAL f SQUARE FEET FUTWORK PER DRAINAGE PLANS DRNE v'— FLOW WALKS 40J/ t 10- 5131 SQUARE FEET 67 00. J67 t SQUARE FEET FOUNDATION/PAD 2,484 t SQUARE FEEL REAR PATIO 136 f SOWRE FEETaPROPOSEDDRAINAGE LOT GRADING TYPE A M00 SODOF 3,7JJ/250 - J, 983 f SQUARE FEET FEETPPOONTOLDECKCHDECK60tSQUAREFEET PROPoSED F.F. PER PLANS 24 1' NOTE, FROM SIDEWALK AND STREET LOCATION TAKMN FROM PLANS PROVIDED Ur CLIENT • NOT FIELD KRLnrD CRUSENMEYER-SCOTT & ASSOC., INC. - LAND SURVEYORS 1fL[NO ID,LW - 3400E COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-638-14J6 nA* • laver w tINC i , naE • TYrr[AL r Dol rn[ Tic ro1M t< r[vortc nwvAruc 1. ME II+OiOtSICrrLD D06 HlIT[Lr COOVI' MT r1M S11RK7 Man WSTArMlmS or rxr 7I[C SET rOAnt n THE rt R LMRO a u. • IRlN roc - roan v ta.aeS (=VAIW rL' r rNi AAO MVrOra N ~ DI S 17 FLQ 1 A!) Ma IT LADE FLAG W TO a 172= atu S) 1UM TrAs EurvEY INr at LV16 AR[ NOT velaurtr. 1 rLat.-RAmx Kt. . RImV[rtS Vr. . VIrNUS rOm f. lAaas [MDOSSm rmN V0.0ORY murtM AND OIRANSL M6[D SEK 1 Im SUrttY RAR MOMAN m,M TIRE IORw1W r1ArrMMD W I11E SUIRLYOR. T1rtA[ wY t ODAR Icy ¢ a, —T Q S[ODr CLLG Futll.Ai[S rD[. . rmrlT V COMQM VIT AM • r[A1 l Rermu "C""WT OR "TE 1TNIS IN NMITMARTE1E111D' 4 W VIOPPOUND A1rROVdM MW KIN LOCATED L04M 0M1""M DOAN. C[IIT[4D[ TF. FINIM D MW[ =VATIRL o wn L Dlt[ N., '• LRLDIND ¢rDA[! LIME a TIM 11mry a /ROMAN m TN! SOLE aD2iD N DOS! cRll'i[D M AM 5I " NDr 0! M" ~ v ANY 0—, CNirIY N RIWI-OT•V.T 4l • EO?111wAD a dMDL510N5 SNOWN FUR OQ NCATlA OF ,LPI1p1LYDIR #0!EM &MW NOT IL OM N R`M"`SIAttr 0 WCN `—S D1'. EA.STlQM LL !AS[ GItDO CRNwTA T. LCAR(ILS AA! LATH ASIL3 M7W AND t i12 Ltd vtvrn AS ARSE or 19C (LB.) L DEt• It71q r POK ARE USED OM NAr10NK 6LDOETO KADTiL wiW OF ID7L IO1L6t I7MDh1w N01NRn• Ullln DJc C— LIMN LOLL • ' L COrfi1CAR OY AUDORTUIOM 11. U' fL vDTG . VNp I[!AL to . N1o1[tt lam rDD1r v [4N.116 rover Dr CMD 1. Sf.V.0 1. 2D DRAW 6T: DATE OROER1- • _ UnrO PLOPLAN 05-21-2010 3218 r8DM L NGiN CO . FOUNMIION/ELE15 08-09-1018 5127-18FDRMBOARD cn am. r[u1NO NORM INS BUILDWC\PROPERTY DOES NOT UE WTHIN MEINEESTABLISHED100VWTL000PLANEASPERTWM• R.L. S / 17I1 480I ZONE •E• MAP / 12117C000D F (DY-28-07) R.L6 F Dit y Job Address: 4) ° S I' cl Parcel ID: Type of Work: New L Addition Description of Work: PIUM J intl CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: S°Z I Documented Construction Value: S I e Historic District: Yes No Residential W,' Commercial Alteration Repair Demo Change of Use Move TC f Yl _ul 5 Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name Phone: Street: Resident of property? City, State Zip: Contractor Information c Name (1 a-fi 1,^6'd L-, vl'« 1 Phone: f. rStreet: - ., i_ p. itFax: y / lD f vl FLC;[c- City, State Zip: ; 3 `i 71 I State License No.: C FC! Q ,T Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 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: 511 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued; in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID 73r Sigf ature , r/Agent onfoate IV te—{L Lt 1 Ct' Print Contractor/Agent's Name 11 tilil;lJJJ/• Signaturkpf Notary-Smte of riorlda I V Dat vO W11 7S 0,VF ; F o : fFF 12095 99•. y43 Contractor/ Agent is Personally Kn ...... Produced ID Type of ID lai Sj{A ,i+S 4 BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ 4837.00 Job Address: 2651 Magpie Way WYNDHAM PRESERVE PB 81 PGS 93-102 Historic District: Yes No Parcel ID: 17-20-31-502-0000-0850 LOT 85 Residential ® Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: Install new 3-ton HVAC system with duct work Plan Review Contact Person: Paula Bagley Title: Permit Clerk Phone: 407-975-2762 Fax: 407-629-9307 Email: permitting@onestopcooling.com Property Owner Information Name Park Snitart- HnmPs r Phone: 407-529-3000 Street: 5200 Vineland Rd #200 Resident of property? City, State Zip: Orlando. FL 32811 Contractor Information Name One Stop Cooling & Heating, LLC Phone: 407-975-2762 Street: 7225 Sandscove Court Fax: 407-629-9307 City, State Zip: Winter Park FL 32792 State License No.: CAC 032444 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 Iis hereby made to obtain a pen -nit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application I S' 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 ]CC 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 fore oing information is accurate and that all work will be done in compliance with all applicable laws regulati g istructiPn and zoning. rt10/18/18 Signmurc of Owner/Agent Print 0%%mer/Agent's Name Date Signature of Notary•Stalc of Florida Date Kevin Stine Print Cauraclor/Agent's Name Signature Date KELLY WEBSTER Notary Public . State of Florida Commission # FF 978034 My Comm. Expires Apr 4, 2020 Owner/Agent is Personally Known to Me or Contractor/Age t s Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: of Stories: Plumbing - # of Fixtures, Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Pcnnit Application Ah 16 2sa 1 15 lightyears, Inc 776 Bennett Drive Longwood, Florida 32750 June 1, 2018 To: Local Building Department RE: Blower Door Test & Duct Leakage Test Reports To whom it may concern, 15lightyears This letter is to request that the attached forms be accepted for compliance of the 2017 Florida Building Code statute R402.4.1.2 Envelope leakage testing (Blower Door Testing) and R403.3.3 Duct testing. The attached forms were provided by the Florida Building Commission as the accepted forms to be submitted. These forms are listed on the 2017 Florida Building Code, Energy Conservation Technical Assistance Manual, Document Number: TAM-2017-1.0, released February 02, 2018, pages R-78 through R-80 (page numbers 159-161). Web link provided for quick access to the TAM document https://tinyuri.com/2017FBC-TAM These forms meet all three required Residential Energy Efficiency Compliance Paths listed under R401.2, Prescriptive, Performance, and Energy Rating Index (ERI) paths. We are working with building departments across Florida to standardized the form submittal process and would like your department to allow these forms to meet compliance. If there are any issues with accepting these forms, please reach out to me directly and I will ensure that we submit any specific form that you will require. Tim Smith (407)-951-3236 tsmith@151ightyears-com Respectfully, 72 Timothy Unith 15 Lightyears, Chief Operations Officer Energy Technical Advisor RESNET Quality Assurance Designee IECC Residential Energy Inspector/ Plans Examiner Member, Building Officials Association of Florida Member and Code Development Committee participating member. Also, representative to the Florida Building Commissions, Energy Technical Advisory Committee for the BOAF- CDC 0; FORM R405.4.1-2017 Envelope Leakage Test Report (Blower Door Test) Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdiction: UW oc C"allw Permit #: Job Information Builder: y6dV Community: (jjVLot: Address: ?i Unit: City: State: VC Zip: 3477 Air Leakage Test Results Passing results must meet either the Performance, Prescriptive, or ERI Method 0 PRESCRIPTIVE METHOD- The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour at a pressure of 0.2 inch w.g. (50 pascals) in Climate Zones 1 and 2. PERFORMANCE or ERI METHOD- The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding the selected ACH(50) value, as shown on FORM R405-2017 (Performance) or R406-2017 (ERI), section labeled as Infltration, sub -section ACH50. ACH(50) specified on Form R405-2017-Energy Cak (Performance) or R406-2017 (ERI): = 6YS/ X 60 = I qSf. = _ O' Q Method for calculating building volume: CFM(50) Building Volume ACH(50) O Retrieved from architectural plans ASS Mechanical Ventilation is not required) i Code software calculated PASS (with Mechanical Ventilation) O Field measured and calculated FAIL R402.4.1.2 Testing. Testing shall be conducted in accordance with ANSVRESNETACC 380 and reported at a pressure or 0.2 inch w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statues, or individuals licensed as set forth in Section 489.105(3)(0, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the parry 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, makeup air, back draft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3.lnterior 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. 5.1-leating and cooling systems, if installed at the time of the test, shall be turned off. 6.Supply and return registers, if installed at the time of the test, shall be fully open. Testing Company Company Name: 15 Lightyears, Inc Phone: (855)-438-1515 I hereby verify that the above Air Leakage results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the compliance method selected above. Signature of Tester: Date of Test: Printed Name of Tester: Will Torres License/Certification #: 9704654 Issuing Authority: RESNET 50RM R402-2017 Duct Leakage Test Report Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdiction: C. 4 Permit #: Job Information Builder: i4- suff Lhaft6 Community: r Lot: FS Address: zcf;l magpie Unit: City: State: gL Zip: 3 2 7 73 Duct Leakage Test Results System 1 cfm25 System 2 cfm25 System 3 cfm25 Sum of any additional systems cfm25 Total of all u 1 systems cfm25 OPrescriptive Method cfm25 (Total) To qualify as "substantially leak free" Qn Total must be less than or equal to 0.04 if air handler unit is installed. If air handler unit is not installed, Qn Total must be less than or equal to 0.03. This testing method meets the requirements in accordance with Section R403.3.3. Is the air handler unit installed during testing? YES (Qa) [:]NO ( ) Performance / ERI Method cfm25 (out or Total) To qualify using this method, Qn must not be greater than the c. G t 204 I = Qn proposed duct leakage Qn specified on Form R405-2017 or R406-2017. Total of all Total Conditioned systems Square Footage Leakage Type selected on Form Qn specified on Form R405-2017 R405-2017 (Energy Calc) or R406-2017 (Energy Calc) or R406-2017 PASS FAIL Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC380 by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes. Testing Company Company Name: 15 Lightyears, Inc Phone: (855)-438-1515 1 hereby verify that the above duct leakage testing results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the compliance thod selected above. Signature of Tester: Date of Test: Printed Name of Tester: Will Torres License/Certification #: 9704654 Issuing Authority: RESNET L W Certificate of Achievement THIS ACKNOWLEDGES THAT Will Torres HAS MET THE STANDARD REQUIRED BY RESNET, AS A CERTIFIED HOME ENERGY RATER RT IN # 9704654 Certification Date: November 7, 2018 Certification Expires: November 7, 2021 2 Tim Smith, RESNET Quality Assurance Designee 15 ears RESNET QA Provider # (1998-199)