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HomeMy WebLinkAbout3831 Night Heron Dr 18-1921; NSFHq -)-I COUNTY OF SEMINOLE 350, 1 a IMPACT FEE STATEMENT 3 f v' T" STATEMENT NUMBER: 18100004 DATE: May 07, 2018BUILDINGAPPLICATION #: 18-10000432 BUILDING PERMIT NUMBER: 18-10000432 UNIT ADDRESS: NIGHT HERON DRIVE 3831 17-20-31-502-0000-2110 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: PARK SQUARE ENTERPRISES LLC ADDRESS: 5200 VINELAND RD STE 100 ORLANDO FL 32811 LAND USE: WYNDHAM PRESERVE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 3831 NIGHT HERON DRIVE // WYNDHAM PRESERVE / LOT 211 / SFR FEE -- _ - - BENEFIT RATE UNITCALC - UNIT TOTAL DUE TYPE ---------------DIST-----SCHED------RATE------UNITS TYPE ROADS - ARTERIALS CO -WIDE ORD Single Family Housing 705.00 ROADS - COLLECTORS N/A Single Family Housing 00 FIRE RESCUE N/A LIBRARY CO -WIDE ORD Single Family SCHOOLS Housingg 54.00 CO - WIDE ORD Single Family Housing 91000.00 PARKS N/A LAW ENFORCE N/A DRAINAGE N/A 1. 000 dwl unit 705.00 1. 000 dwl unit 00 00 1. 000 dwl unit 54.00 1. 000 dwl unit 91000.00 00 00 AMOUNT DUE 9,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLECOUNTYROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TOAPPEALTHECALCULATIONOFANYOFTHEABOVEMENTIONEDIMPACTFEESMUSTBEEXERCISEDBYFILINGAWRITTENREQUESTWITHIN45CALENDARDAYSOFTHEDATEABOVEBUTNOLATERTHANCERTIFICATE OF OCCUPARY OR OCCUPANCY. THE REQUEST FOR REVIEW MUSTMEETTHEREQUIREMENTSOFTHECOUNTYLANDDEVELOPMENTCODE. COPIESOFRULESGOVERNINGAPPEALSMAYBEPICKEDUP, OR REQUESTED, FROMTHEBUSINESSOFFICE• 1101 EAST FIRST STREET, SANFORDFL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE YCHECK OR BEOTHRPNLSHOULD REFERENCE THOUNTYBULDINGPERMIT NUMERATETOEFTOFTHIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60CALENDARDAYSFROMTHEDATEABOVE 11111111111111111111111111111111 fill 1111 Parcel ID Number: 17-20-31-502-0000-79_ 0 GRANT MALOYt SEIIINOLE COUNTY CLERK OF CIRCUIT COURT L. COMPTROLLER Prepared By Daphne Clark BK 9153 1'9 172 ( iPss ) and Park Square Homes CLERK'S : 2018068020 Return To: 5200 Vineland Road, Suite 200 RECORDED 06/1 /2018 02:26:31.1 PN REC:ORDI'NG FEES $10.00 Orlando, FI 32811 RECORDED BY tsm i th NOTICE OF COMMENCEMENT. State of Florida. is—lqllCountyofSeminole. Permit Number 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 211 Legal Description: WYNDHAM PRESERVE, according to the plat thereof, as recorded in Plat Book 81, Page 93-102, of the public records of Seminole County, Florida. Address : 3,9/ ,Sanford Fl 32773 2. General Description of Improvements: New Single Family Home 3. Owner Information : Name Address Telephone 4. Fee Simple Title Holder: 5. Contractor Name and Address: Name Address Telephone 6. Surety: N.A. Park Square Enterprises LLC 5200 Vineland Road, Suite 200, Orlando, FI 32811 407) 529-3000 N.A. Park Square Homes 5200 Vineland Road, Suite 200, Orlando, F132811 407) 529-3000 7. Lender: Name Fifth Third Bank Address 5050 Kingsley Dr. MD: I MOC3J 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 YOUR NOTICE OF COMMENCEMENT. 11. Date Signed :-611afipSignature of Owner's Agent: 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 ID. Notary Public Daphne Clark My commission expires: 6/27/19 Zoe Serial No. FF709108 No ry Signature: Q GRANT NI R1coPcrRcvlTcount ERK OF THEaOLLER FLORIDA ;_;« M DEPUTY CLERK And Date FORM R405-2017 STATE COPY FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 211 Pensacola A LHG AltMbath - E Builder Name: Park Square Homes Street: 3831 Night Heron Dr. Permit Office: City of Sanford City, Stale, 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 (3042.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1516.70 ft2 b. Frame . Wood, Exterior R=11.0 1278.00 ft2 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=11.0 247.33112 4. Number of Bedrooms 4 d. N/A R= ft2 10. Ceiling Types (1804.0 sqfl.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R-30.0 1804.00 02 6. Conditioned floor area above grade (f12) 2570 b. N/A R= ft2 Conditioned floor area below grade (112) 0 c N/A 11. Ducts R. 112 R fist 7. Windows(299.0 sqft.) Description Area a. Sup: Attic. Ret: 2nd Floor, AH: 2nd Floor 6 514 a. U-Factor: DbI, U=0.55 165.67 ft2 SHGC: SHGC=0.22 b. U•Factor: Dbl, U=0.58 96.00 02 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC-0.25 a. Central Unit 41.0 SEER:16.00 c. U-Factor: Dbl, U=0.54 37.33 IF SHGC: SHGC-0.25 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A f12 a. Electric Heat Pump 39.0 HSPF:9.00 SHGC: Area Weighted Average Overhang Depth: 3.803 ft. Area Weighted Average SHGC: 0.233 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (2570.0 sqft.) Insulation Area EF: 0.900 a. Slab -On -Grade Edge Insulation R=0.0 1549.00 ft2 b. Conservation features b. Floor Over Other Space R-0.0 766.00 ft2 None c. other (see details) R= 255.00 112 15. Credits Pslat Glass/Floor Area: 0.116 Total Proposed Modified Loads: 71.68 PASSTotalBaselineLoads: 76.74 I hereby certify that the plans and specifications covered by Review of the plans and 4VHE SrgT this calculation are in compliance with the Florida Energy specifications covered by this p; _ ,0, Code. Digit fly signed by Rafael calculation indicates compliance ORafaelIzquierdoliquleidcwiththeFloridaEnergyCode. Oale:2011104.1116:4s39-04'ar PREPARED BY: Before construction is completed ter ,_ >• DATE: 2d this building will be inspected for compliance with Section 553.908 Is ° e I hereby certify that this building, as designed, is in compliance Florida Statutes. C Jet with the Florida Energy Code. n i DD WL'' OWNER/AGENT: /jam/ BUILDING OFFICIAL: DATE: oT DATE: Compliance requires certification by the air handier unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). 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. 4/11/2018 4:31 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5 REQUIRED INSPECTION SEQUENCE PARK SQUARE HOMES SFR DETACHED Parmit i# PERMIT 1BUILDINGMin Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Pre our 20 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 40 Roof Dry In 50 Frame 60 Insulation Rough In 70 Drywall / Sheetrock 40 70 Lath Inspection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence Address: Y:i:l•,t:! «.l:t• i ^A<K•ti.` w: : S •r. `• .i` •, 1,.` i•: ,5: W'7ELEGT_ R_ ICAI:;PER_ 1VIIT. - _ ; •:;: : • •. `. ` ;, .•.:•:•; :a:::' ;:< Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final liNrs , inspection DescriptionMinMax 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final t •Hat-1<77 M;i. 1\!ECHANdCAI;lPERMITi':: µ• -a_ ay:::.aa ii a',:•:: >J ' *:. di `_- _ :F/.«' iN •: :ial:.:F7t. t:'<, Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 CITY OF _ lz' ftikling & Fire Prevention Division FR ORD y V AP PERMIT APPLICATION 20. .' FIRE DEPARTMENT i Application No:17 1 Documented Construction Value: S Job Address: CKAYOi V K Historic District: Yes No7 Parcel ID: 17-20-31-502-0000- 2 1 L 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 # 2,11 Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: Email: Parksquare@PermitsPermitsPermits.com Property Owner Information Name Park Square Enterprises LLC Street: 5200 Vineland Rd STE 100 City, State Zip: Orlando FL 32811 Phone: Resident of property? : Contractor Information Name VISHAAL S GUPTA - PARK SQUARE HOMES Phone: 407-5293100 Street: 5200 Vineland Rd STE 100 Fax: _ City, State Zip: Orlando FL 32811 State License No.: CRC1330351 Arch itect/EngIneer Information Name: Phone: Street: Fax: City, St, Zip: Bonding Company: N/A Address: E- mail: Mortgage Lender: Address: N/ A 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: 6t° 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 pen -nit 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 pen -nit fees when the pen -nit 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 VISHAAL S GUPTA Print Owner/Agent's Name y 20 Signature of N -State of Flonda Date Zo hr Signature of Contractor/Agent Dad VISHAAL S GUPTA Print Contractor/Agent's Name yd Signature of Notary -State of Florida Date r vtr 'µ •'°4• D. A CLARKa'" ply COMMISSION I FF 2091 * MY COMMISSION I FF 209108 EXPIRES: 27,2019 w EXPIRES: June 27,2019 g _, ptdBoadOdltWB N01uYl n g A dr'' Bo yillryBudptlNOblose Owner/Agent entis YES Perso 'y' Known to Me or Contractor/Agent entis YEPersonall Known `o a or Produced ID N/A Type of 1D Produced ID N/A Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building®' Electrical o Mechanical a Plumbing[ Gas[] Roof Construction Type: J Occupancy Use: 3 Flood Zone: AT < 4c-H Ev Total Sq Ft of Bldg: 3oZ 1 O Min. Occupancy Load: I :1 # of Stories: Z New Construction: Electric - # of Amps 200 Plumbing - # of Fixtures l k Fire Sprinkler Permit: Yes(] No # of Heads APPROVALS: ZONING: UTILITIES: COMMENTS: Fire Alarm Permit: Yes Noo WASTE WATER: ENGINEERING: AAG 4-30-18 FIRE: BUILDING: ' Ok to construct single family home with setbacks and impervious area shown on plan. 35. tol. q. Pe rmcAo-- A , 6r- Revised. January I, 2019 Permit Application SXRFORD Building & Fire Prevention Division 2i PERMIT APPLICATIONAPRZ . ; FIRE DEPARTMENT g /Q Application No: JJ Documented Construction Value: S. 2 y S0.00 Job Address: 3?9 1 /V 1 4 f Nca ea1-, DN Historic District: Yes NoD Parcel ID: 17-20-31-502-0000- 11 L 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 # 9,11 Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: Email: Parksquare@PermitsPermitsPermits.com Property Owner Information Name Park Square Enterprises LLC Phone: Street: 5200 Vineland Rd STE 100 Resident of property?: City, State Zip: Orlando FL 32811 Contractor Information Name VISHAAL S GUPTA - PARK SQUARE HOMES Phone: 407-5293100 Street: 5200 Vineland Rd STE 100 Fax: City, State Zip: Orlando FL 32811 State License No.: CRC1330351 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: Bonding Company: N/A Address: E-mail: Mortgage Lender: Address: N/A WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, 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: 611 Edition (2017) Florida Building Code Revised: January 1, 2018 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Z Signature of Owner/Agent Date Zo Signature of Contractor/Agent Dad VISHAAL S GUPTA VISHAAL S GUPTA Print Owner/Agent's Name Print Contractor/Agent's Name V y Zo 4ge- 1-7,44E Signature of NWT -State of Florida Date Signature of Notary -State of Florida f Date ry r° MY COMMISSION A FF 209108 t°, n, D. A CLM EXPIRES: June 27, 2019 x * MY COMMISSION tt FF 209108 EXPIRES: June 27,2019BondedToBodpeiNotarySeniHt '+° der Boneee 1dw euatet Notary SeadcaOwner/Agent is YES Perso 9 Crtown to Me or Contractor/Agent is 'ersonaily ]Crown os a or Produced ID N/A Type of ID Produced ID N/A 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: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: 13 4(-A WASTEWATER: ENGINEERING: FIRE: COMMENTS: BUILDING: Revised: January 1. 2019 Permit Application o 1877-- City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Michelle Parkison Firm: Park Square Homes Address: 5200 Vineland Road, Suite 200 City: Orlando State: FL Zip Code: 32811 Phone: 407-529-3135 Fax: Email: mparkison@parksquarehomes.com Property Address: 3831 Night Heron Drive Property Owner: Park Square Enterprises, LLC Parcel identification Number: 17-20-31-502-0000-2110 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 O LY Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: BP# 18-1921 Reviewed by: Michael Cash, CFM Date: April 30, 2018 isCITY OF S ORD PLANNING & DEVELOPMENT SERVICES DEPARTMENT Application for Right -of -Way Utilization Permit 300 North Park Avenue, Sanford, Florida 32771 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: U 3) ly i.l Intl m D1` Aerial Installation Directional Bore Jack & Bore Underground Utilities Roadway open cut -single lane Roadway open cut —multi lane U Small Cell/Wireless I p Co -location n New pole E] Other (describe): u Brief Description of Work: DRIVEWAY FOR NEW SINGLE FAMILY HOME WYNDHAM PRESERVE LOT # Schedule of Work: Start Date: Completion Date: O Emergency Repairs - Reason: Excavation Information: Total Length (Feet) # Open Roadway Cuts: Aerial Info: Length (Feet) # of Poles (Existing) (New) This Application is submitt y: Signature: a_ Print Name: VISHAAL S GUPTA Firm/Company: VISHAAL S GUPTA - PARK SQUARE HOMES Date: p Address: 5200 Vineland Rd., STE 100, Orlando FL 32811 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.cashcDsanfordfl.gov I have read and un stand t e above statement and by signing this application I agree to its terms. Signature: V Date: y/j,Jr, Application No: Fee: Date: Reviewed: Public Works Utilities Engineering Inspected By: Conditions': Date: Date: Date: 3p - ZO (8 Date: LIMITED POWER OF ATTORNEY DATE: Izell I HEREBY NAME AND APPOINT: Alison Perrotti, Anthony PerrotU. Janev Jahner, Allan Jahner, Gustav Botes, KarenMcAdams, EACH AN AGENT OF: PARK SQUARE HOMES TO BE MY LAWFUL ATTORNEY IN FACT TO ACT FOR ME AND APPLY TO THE BUILDING DEPARTMENT OF: SqL, T rjl/0 j FOR A BUILDING PERMIT FOR WORK TO BE PERFORMED AT LOT NUMBER: 2111 SUBDIVISION: W 4 M A q n,, Pr6z ryt ADDRESS: 3791 PARCELID: 17- 20-3I- SOZ—QD0p-21I Q AND TO SIGN MY NAME AND DO ALL THINGS THAT ARE NECESSARY TO THIS APPOINTMENT. VISHAAL S GUPTA NAME OF CONTRACTOR.) Al j SIGNATUREOF CONTRACTOR.) STATE CERT. # CRC1330351 CONTRACTOR'S STATE REGISTRATION NUMBER.) The foregoing insbumenl was "ledged before me this: DATE: Y, ZI,f BY: VISHAAL S GUPTA Who is personally known to me and did not take an oath. STATE OF FLORIDA COUNTY OF ORANGE. NAME: D. A.Clark My Commission # FF209108 My Commission Expires 6127119 NOTARY: Ao SIGNATURE OF N A Y• 0p• onol 9 w"tk j Dp'yypi' 10 RECORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 211 Pensacola A LHG AIIMbath - E Builder Name: Park Square Homes Street: 3831 Night Heron Dr. Permit Office: City of SanfordCity, State, Zip: Sanford , FL , Permit Number: # 1 8 - 1 9 2 1Owner: nAeParkSquareHomesJurisdiction: 691500DesignLocation: FL, Orlando County:: Seminole (Florida Climate Zone 2 1. New construction or existing New (From Plans) 9. Wall Types (3042.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1516.70 f12 b. Frame - Wood, Exterior R=11.0 1278.00 IF 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=11.0 247.33 f12 4. Number of Bedrooms 4 d. N/A R= f12 5. Is this a worst case? No 10. Ceiling Types (1804.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1804.00 ft2 6. Conditioned floor area above grade (f12) • 2570 b. N/A R= f12 Conditioned floor area below grade (f12) 0 c. N/A R= f12 11 Ducts R f12 7. Windows(299.0 sqft.) Description Area a. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 6 514 a. U-Factor: Dbl, U=0.55 165.67 02 SHGC: SHGC=0.22 b. U-Factor: Dbl, U=0.58 96.00 f12 12. Cooling systems kBiu/hr Efficiency SHGC: SHGC-0.25 a. Central Unit 41.0 SEER:16.00 c. U-Factor: Dbl, U=0.54 37.33 02 SHGC: SHGC=0.25 13. Heating systems kBiu/hr Efficiency d. U-Factor: N/A f12 a. Electric Heat Pump 39.0 HSPF:9.00 SHGC: Area Weighted Average Overhang Depth: 3.803 it. Area Weighted Average SHGC: 0.233 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (2570.0 sqft.) Insulation Area EF: 0.900 a. Slab -On -Grade Edge Insulation R=0.0 1549.00 f12 b. Conservation features b. Floor Over Other Space R=0.0 766.00 t12 None c. other (see details) R= 255.00 02 15 Credits Pstat Glass/Floor Area: 0.116 Total Proposed Modified Loads: 71.68 PASSTotalBaselineLoads: 76.74 1 hereby certify that the plans and specifications covered by Review of the plans and WiE SrAJ' this calculation are in compliance with the Florida Energy specifications covered by this 1,= i FOB, Code. Digitally signed by Rafael calculation indicates compliance Rafael Izquierdo t2Qulefd0 with the Florida Energy Code. u,,,-.: .• „ O Dale: 2018 04.11 16 4S:3'OD' 9-04 PREPARED BY: Before construction is completed DATE: 2d this building will be inspected for A compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. t, JetCODwiththeFloridaEnergyCode. / WE T4 OWNER/AGENT: BUILDING OFFICIAL: DATE: o DATE: !::' Compliance requires certification by the air handier unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). 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. 4/11/2018 4:31 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5 FnRM R4n_r,_Pn17 PROJECT Title: Lot 211 Pensacola A LHG All Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 2570 Lot # 211 Owner Name: Park Square Homes Total Stories: 2 Block/Subdivision: WP of Units: 1 Worst Case: No PlatBook: Builder Name: Park Square Homes Rotate Angle: 0 Street: 3831 Night Heron Dr. Permit Office: City of Sanford Cross Ventilation: No County: Seminole Jurisdiction: 691500 Whole House Fan: No City, State, Zip: Sanford , Family Type: Single-family FL, New/Existing: New (From Plans) Comment: CLIMATE Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Orlando FL_ORLANDO INTL_AR 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 2570 23594.7 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 isl Floor 1549 14405.7 Yes 2 1 1 Yes Yes Yes 2 2nd Floor 1021 9189 No 3 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Raised Floor 2nd Floor --_- ---_ 121 1`12 11 0.29 0 0.71 2 Floor over Garage 2nd Floor --_- ---- 134 f12 11 029 0 0.71 3 Slab -On -Grade Edge Insulatio 1st Floor 162.5 ft 0 1549 f12 0.29 0 0.71 4 Floor Over Other Space 2nd Floor -_-- ---_ 766 f12 0 0.29 0 0.71 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 2018 f12 452 f12 Dark 0.9 N 0.9 No 0 26.6 ATTIC J# IRCCTypeVentilationVentRatio (1 in) Area RBS 1 Full attic Vented 300 1804 f12 N N 4/11/2018 4:31 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software • Page 2 of 5 FORM R405-2017 CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) 1st Floor 30 Blown 1804 fiz 0.1 Wood WALLS A C)rnt Adjacent To Wall Type Space Cavity Width Height Sheathing Framing Solar Below 1 N Exterior Frame - Wood 2nd Floor 11 44 6 9 0 400.5 fiz 0 0.25 0.8 0 2 N Exterior Concrete Block - Int Insul 1st Floor 4.1 54 6 9 4 508.7 ft2 0 0 0.8 0 3 E Exterior Frame - Wood 2nd Floor 11 26 6 9 0 238.5 fiz 0 0.25 0.8 0 4 E Exterior Concrete Block - Int Insul 1st Floor 4.1 19 6 9 4 182.002 0 0 0.8 0 5 S Exterior Frame - Wood 2nd Floor 11 44 6 9 0 400.5 fiz 0 0.25 0.8 0 6 S Exterior Concrete Block - Int Insul 1st Floor 4.1 48 6 9 4 452.7 ill 0 0 0.8 0 7 W Exterior Frame - Wood 2nd Floor 11 26 6 9 0 238.5112 0 0.25 0.8 0 8 W Exterior Concrete Block - Int Insul 1st Floor 4.1 40 0 9 4 373.3 fiz 0 0 0.8 0 9 Garage Frame - Wood 1st Floor 11 26 6 9 4 247.3 flz 0 0.25 0.8 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E Insulated 1st Floor None 39 3 8 24 ft2 2 Wood 1st Floor None 39 2 8 6 8 17.8 fiz WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang V Orni ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 N 2 Metal Low-E Double Yes 0.55 0.22 N 32.9 IF 1 it 0 in 1 it 4 in Drapes/blinds None 2 n 2 Metal Low-E Double Yes 0.54 0.25 N 16.0 fiz 1 it 0 in 1 II 4 in Drapes/blinds None 3 e 3 Metal Low-E Double Yes 0.55 0.22 N 6.0 fiz 1 it 0 in 1 it 4 in None None 4 e 3 Metal Low-E Double Yes 0.55 0.22 N 4.0 ftz 1 it 0 in 1 it 4 in Drapes/blinds None 5 e 3 Metal Low-E Double Yes 0.55 0.22 N 6.0 fiz 1 it 0 in 1 it 4 in Drapes/blinds None 6 e 3 Metal Low-E Double Yes 0.55 0.22 N 15.0 fiz 1 it 0 in 1 if 4 in Drapes/blinds None 7 e 4 Metal Low-E Double Yes 0.55 0.22 N 16.4 fiz 1 it 0 in 1 it 4 in Drapes/blinds None 8 e 4 Metal Low-E Double Yes 0.55 0.22 N 16.4 ftz 6 it 0 in 1 it 4 in Drapes/blinds None 9 E 4 Metal Low-E Double Yes 0.54 0.25 N 9.3112 10 it 0 in 4 it 0 in None None 10 s 5 Metal Low-E Double Yes 0.55 0.22 N 15.0 IF 1 it 0 in 1 it 4 in Drapes/blinds None 11 w 7 Metal Low-E Double Yes 0.55 0.22 N 6.0 fiz 1 f10 in 1 it 4 in Drapes/blinds None 12 w 7 Metal Low-E Double Yes 0.55 0.22 N 15.0 ftz 1 it 0 in 1 it 4 in Drapes/blinds None 13 w 8 Metal Low-E Double Yes 0.55 0.22 N 32.9 ftz 1 ft 0 in 12 fl 4 in Drapes/blinds None 14 W 8 Metal Low-E Double Yes 0.58 0.25 N 96.0 fiz 8 it 0 in 1 it 4 in None None 15 N 1 Metal Low-E Double Yes 0.54 0.25 N 12.0 IF 1 it 0 in 1 it 4 in Drapes/blinds None 4/11/2018 4:31 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 426 ft2 426 02 64 ft 9.3 If 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000408 2752.7 151.12 284.2 .367 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:9 39 kB1u/hr 1 Sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 16 41 kBtu/hr 1230 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 70 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ft2 DUCTS J # Supply ---- Location R-Value Area Return ---- Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT ON RLF HVAC # Heat Cool 1 Attic 6 514 fie 2nd Floor 128.5 ft Prop. Leak Free 2nd Floor --- cfm 77.1 cfm 0.03 0.50 1 1 4/11/2018 4.31 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2017 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolin an Feb j Mar Apr Ma Jun Jul4 Au Se Oct Nov Dec Heating X} Jan Feb X] Mar Apr May Jun Jul AuSep Oct NovjXd Dec Ventin ) Jan I ) Feb X Mar Apr l May Jun Jul Aug Se Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 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 Healing (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 4/11/2018 4:31 PM EnergyGaugeO USA • FlaRes2017 Section R405.4.1 Compliant Software Page 5 of 5 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 3831 Night Heron Dr. Permit Number: Sanford , FL , MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verity 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 envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation.The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 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)(1), (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 budding 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 lime of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air IeakageWindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 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. 4/11/2018 4:35 PM EnergyGauge® USA - FlaRes2017 - FBC 61h Edition (2017) Complia 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 8402.1.2, 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: Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 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 Vs) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403 2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(1), (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. 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 lest shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41"C) or below 55°F (13°C) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping Insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory). Heated water circulation systems shall be in accordance with Section R403.5 1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 4/11/2018 4:35 PM EnergyGauge® USA - FlaRes2017 - FBC 61h Edition (2017) Complian 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 140OF (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 atilt 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. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. 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. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 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/wall Any Bathroom, utility room 10 1.4 cfm/watt 90 Bathroom, utility room 90 2 8 cfm/wall Any For SI: 1 cfm = 28.3 Umin. a. When tested in accordance with HVI Standard 916 4/11/2018 4:35 PM EnergyGauge® USA - FlaRes2017 - FBC 61h Edition (2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1 R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: A separate cooling or healing system is utilized to provide cooling or heating to the major entertainment areas. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and Ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (10"C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.8"C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the selling 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. 4/11/2018 4:35 PM EnergyGauge® USA - FlaRes2017 - FBC 61h Edition (2017) Complia 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 (Mandator)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. 4/11/2018 4:35 PM EnergyGauge® USA - FlaRes2017 - FBC 61h Edition (2017) Complia Page 5 of 5 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 93 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2 7. Windows" Description a. U-Factor: Dbl, U=0.55 SHGC: SHGC=0.22 b. U-Factor: Dbl, U=0.58 SHGC: SHGC=0.25 c. U-Factor: Dbl, U=0.54 SHGC: SHGC=0.25 d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth Area Weighted Average SHGC: 3831 Night Heron Dr., Sanford, FL, New (From Plans) 9. Wall Types Insulation Area Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1516.70112 b. Frame - Wood, Exterior R=11.0 1278.00 f12 1 c. Frame - Wood, Adjacent R=11.0 247.33 02 4 d. N/A R= f12 10. Ceding Types Insulation Area No a. Under Attic (Vented) R=30.0 1804.00 02 2570 b. N/A R= f12 c. N/A R= 02 Area Ducts R ft2165.67 0211. a. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 6 514 96.00 ft2 12. Cooling systems kBtu/hr Efficiency 37.33 02 a. Central Unit 41.0 SEER:16.00 f12 3.803 ft. 0.233 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R=0.0 1549.00 f12 b. Floor Over Other Space R=0.0 766.00 f12 c. other (see details) R= 255.00 f12 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code comp' t fe tures. , Builder Signature: Date: Zp Address of New Home: 3731 /*Yoh Oft, City/FL Zip: Sa ti -for o f l- a1W3 kBtu/hr Efficiency 39.0 HSPF:9.00 Cap: 50 gallons EF: 0.9 Pstal f14E Sr k 4®,31) WE O Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 4/11/2018 4:31 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 211 Pensacola A LHG AltMbath - E Builder Name: Park Square Homes Street: 3831 Night Heron Dr. Permit Office: City of Sanford City, Stale, Zip: Sanford , FL , Permit Number: Owner: Park Square Homes Jurisdiction: 691500 Design Location: FL, Orlando COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the budding envelope. Air -permeable insulation shall requirements The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned 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 with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. 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 walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Balls in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spa s. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall Pwtpnri behind piping and wiring, Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs 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 a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 4/11/2018 4:36 PM EnergyGaugeO USA - FlaRes2017 FBC 61h Edition (2017) Compliant Software Page 1 of 1 wrightsoft• Project Summary Enure House One Stop Cooling and Heating Job: Lot 211 Pensacola A LHG ... Date: Dec 18, 2014 By. MC/LF 7225 Sardscove Coul, Stile 1, Wirter Park FL 32792 Phore: (407) 629 - 6920 Fax: (407) 629. 9307 Web wwwOreSlopCoolirg oDm Licerse: CACD32444 Project Information For: Park Square Homes 3831 Night Heron Dr., Sanford, FL Notes: Weather: Orlando Executive AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 44 OF Outside db 93 OF Inside db 68 OF Inside db 75 OF Design TD 24 OF Design TD 18 OF Daily range L Relative humidity 50 Moisture difference 44 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 21254 Btuh Structure 23952 Btuh Ducts 4478 Btuh Ducts 5535 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 25732 Btuh Use manufacturers data n Rate/swing multiplier 0.98 Infiltration Equipment sensible load 28779 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Semi -tight Fireplaces 0 Structure 2836 Btuh Ducts 910 Bluh Central vent (0 cfm) 0 Btuh Heating Cooling none) Area (fI2) 2704 2704 Equipment latent load 3746 Btuh Vblume (ft3) 24801 24801 Air changes/hour 0.28 0.15 Equipment Total Load (Sen+Lat) Req. 0.75 SHR 32525 3.2 Btuh tonEquiv. AVF (cfm) 116 62 total capacity at Heating Equipment Summary Cooling Equipment Summary Make Trane Trade TRANE Model 4TW R6042H 1 AHRI ref 7563302 Efficiency 9 HSPF Heating input Heating output 39000 Btuh @ 47°F Temperature rise 26 OF Actual air flow 1367 cfm Air flow factor 0.053 cfm/Btuh Static pressure 0.50 in H2O Space thermostat Capacity balance point = 34 OF Backup: Input = 7 kW, Output = 25142 Btuh,100 AFUE Make Trane Trade TRANE Cond 4TWR6042H1 Coil TEM6AOC42H41++TDR AHRI ref 7563302 Efficiency 13.0 EER,16 SEER Sensible cooling 30750 Btuh Latent cooling 10250 Btuh Total cooling 41000 Btuh Actual air flow 1367 cfm Air flow factor 0.046 cfrn/Btuh Static pressure 0.50 in H2O Load sensible heat ratio 0.89 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrlghlsoft' 2018-Apr-11162432 i9 Alt, lt , . -•- Right-Sule®Uriversa12018 18011 RSU16202 Page 1 L TemptLol 211 Persacola A LHG AlMalh- E rtv Calc = fvUB From Door laces: E d- wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 211 Pensacola A LHG AItM... Date: Dec 18, 2014 By. MULF 7225 Sardscove Cowl. SU1e 1 • W irter Park FL 32792 Phore: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOreSlopCoolirg oom License CA0032444 1 Room name Entire House CAFE 2 Exposed well 304.5 fl 31.5 0 3 Room height 92 0 d 93 0 healbool 4 5 Room ddmensons Room area 2704 3 fF 1.0 x 128.0 0 128.0 tF Ty Constucdon U-value . Or HTM Area M Load Area (W) Load number BWlv1 *F) BWtvllz) or perimeter (0) Binh) or perimeter (0) Bbrh) Heat Cod Gross NiPIS Heat Cool Gross N/P/S Heal Cod 6 W 12B-09w 0.097 n 231 2.79 401 389 898 1084 0 0 0 0 4A5.2ob 0.540 n 12.85 13A7 12 0 150 158 0 0 0 0 13A-4ocs 0.143 n 3AO 2.85 507 458 1559 1307 70 70 237 199 4A5.2ob 0.550 n 13.09 13.17 33 0 428 431 0 0 0 0 11 485.21b 0540 n 12,85 13.47 16 0 206 216 0 0 0 0 12B-09N 0.097 a 231 2.79 239 208 479 579 0 0 0 0 4A5.2ob 0.550 a 13.09 30.81 6 0 79 185 0 0 0 0 4A5-2ob OS50 a 1309 28.10 4 0 52 112 0 0 0 0 4A5.2ob 0.550 a 13.09 28.10 6 0 79 169 0 0 0 0 4A5.2ob 0.550 a 13.09 28.10 15 0 196 422 0 0 0 0 13A-4ocs 0.143 a 3.40 2.85 181 115 393 329 0 0 0 0 4A5.2ob 0550 a 13.09 28.10 16 0 214 459 0 0 0 0 4A5.2ob 0.550 a 13.09 17.74 16 23 214 290 0 0 0 0 4135.211b 0.540 a 12.85 23.42 9 10 120 219 0 0 0 0 11 DO 03W a 928 12.15 24 24 223 292 0 0 0 0 12B-09w 0.097 s 231 2.79 401 386 890 1075 0 0 0 0 4A5.2ob 0.550 s 13.09 13.39 15 25 196 201 0 0 0 0 W 13A-4ocs 0 143 s 3.40 2.85 451 451 1535 1287 102 102 348 292 12B-09w 0.097 w 231 2.79 239 218 502 607 0 0 0 0 4A5.2ob 0.550 w 13.09 28.10 6 0 79 169 0 0 0 0 4A5.2ob 0.550 w 1309 28.10 15 0 196 422 0 0 0 0 13A-4ocs 0.143 w 3.40 2,85 372 243 828 694 121 88 300 252 4A5.2ob 0.5% w 13.09 28.10 33 0 428 918 33 0 428 918 4A5.2obd 0.580 w 1380 2168 96 128 1325 2082 0 0 0 0 12C-09w 0.091 2.17 1.48 246 229 495 338 0 0 0 0 11D0 0.390 n 928 12.15 18 18 166 217 0 0 0 0 C 16B-30ad 0.032 0.76 1.75 1797 1797 1369 3143 0 0 0 0 F 19A-Obsoa 0.295 2.64 1.95 122 122 320 237 0 0 0 0 F 19C-19csm 0.049 0.40 0.30 134 134 54 40 0 0 0 0 F 22A-cpm 1.180 28.08 0.00 1542 163 4564 0 128 32 885 0 6 c) AED extrusion 11328 303 Envelope bssrgaln 18236 19006 2198 1964 12 a) Infiltration 3018 1196 317 126 b) Room venblation 0 0 0 0 13 Internal gains: Omipants@ 230 5 1150 0 0 Appliancesbftr 2600 0 Subtotal (lines 6ID 13) 21254 23952 2515 2089 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 21254 23952 2515 2089 15 Durlloads 1 21% 231/6 4478 5535 21% 231/6 530 483 Total room load I 25732 29487 3045 2572 Air required (dm) 1367 1367 1 1 162 119 Calculations approved bvACCA to meet all requirements of Manual J 8th Ed. w tghtoolt- 2018-Apr-11162432 Rlgtt-SuteOUriversal2018180 11 RSU16202 Page 1 L Templl. ol 2ll PersaoolaA LHGA11Mbalh- E.rup Calc = M18 Frorl Door faces E wrightsoft• Right-J® Worksheet Job: Lol211 Pensacola ALHGAItM... Entire House Date: Dec 18, 2014 One Stop Cooling and Heating By: MC/LF 7225 Sardscove Court, Stile 1. W irler Park, FL 32792 Phore: (407) 629. 6920 Fax. (407) 629.9307 Web: wwwOreStopCoolirg com License CAC032444 1 Room name DROP FAM 2 Exposed wall 0 it 13.0 4 3 Room height 93 11 heaVODcd 93 it heaVcool 4 5 Room dimensions Room area 5.0 x 5.0 it 25.0 RT 13.5 x 17D It 229.5 W Ty Consfiubon U-%due Or HTM Area (1F) Load Area (W) Load number BbjhW-n Btu or perimeter (it) BWh) or perimeter (it) BWh) Heat Cool Grass NIP/S Heat Cool Grass N/P/S Heat Cool 6 W 12B•09N 0.097 n 231 2.79 0 0 0 0 0 0 0 0 C 4A5.20b 13A-40CS 0540 0.143 n n 12.85 3.40 13A7 2.85 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 4A5.20b 4B5.21b 0.550 0.540 n n 13.09 12,85 13.17 13A7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12B-09w 0.097 a 231 2.79 0 0 0 0 0 0 0 0 4A5-20b 0 550 a 13.09 30.81 0 0 0 0 0 0 0 0 4A5.2ob 0550 a 13.09 28.10 0 0 0 0 0 0 0 0 4A5.2ob 0.550 a 13.09 28.10 0 0 0 0 0 0 0 0 4A5.2ob 0.550 a 13.09 28.10 0 0 0 0 0 0 0 0 13A•4ocs 0.143 e 340 285 0 0 0 0 0 0 0 0 4A5.2ob 0550 a 13.09 2810 0 0 0 0 0 0 0 0 4A5.20b 0550 a 1309 17.74 0 0 0 0 0 0 0 0 4135.21b 0.540 a 12.85 23.42 0 0 0 0 0 0 0 0 11 DO 0390 a 928 12.15 0 0 0 0 0 0 0 0 Vy G 128.09w 0.097 s 231 279 0 0 0 0 0 0 0 0 4A5.2ob 0.550 s 13.09 13.39 0 0 0 0 0 0 0 0 W 13A-40CS 0.143 s 3.40 2.85 0 0 0 0 0 0 0 0 Vy f 12B09w 4A5.2ob 4A5.2ob 0097 0.550 0.550 w w w 231 13.09 13.09 2.79 28.10 28.10 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)J 13A•4ocs 4A5.2ob 0.143 0 550 w w 3.40 13.09 285 28.10 0 0 0 0 0 0 0 0 121 0 25 0 85 0 71 0 I :t PL-D 4A5.2obd 12C-09w 0.580 0091 w 13,80 2.17 21.68 1.48 0 0 0 0 0 0 0 0 96 0 64 0 1325 0 2082 0 11 DO 0390 n 928 12.15 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.76 175 0 0 0 0 0 0 0 0 F 19A•Obscp 0295 2.64 195 0 0 0 0 0 0 0 0 F 19C-19Csm 0.049 0.40 030 0 0 0 0 0 0 0 0 F 22A•gxn 1.180 28.08 0.00 25 0 0 0 230 13 365 0 6 c) AED excursion 0 1523 Envelops losstgain 0 0 1775 3675 12 a) Infiltration 0 0 131 52 b) Room ventilation 0 0 0 0 13 Internal gains' Oc upants@ 230 0 0 0 0 Appliancesbther 0 900 Subtotal (lines 6 to 13) 0 0 1906 4627 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 148 135 203 169 14 Subtotal 148 135 2108 4797 15 Duct loads 1 21%1 239/6 31 31 21%1 231/6 444 1109 Total room load I 1 1 179 166 1 25531 5905 Air required (dm) 9 8 1 1361 274 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. f}f wrlghtooTt- 2018-Apr•11162432 A& -A ' ^ Rigll-S1ite9Uriversa12018 18.0.11 RSU16202 Page 2 L TemplLot 211 Pensacola LHGAlMath- E rup Calc = M18 Frorl Door laces- E wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 211 Pensacola A LHG Altllll... Date: Dec 18, 2014 By: MC/LF 7225 Sardscove Cool, Sute 1, Wirier Park FL 32792 Mrs: (407) 629 - 6920 Fax: (407) 629 - 9307 Web wwwOreStopCoolug com License: CACD32444 1 Room name FLEX FOY 2 Exposed well 30.0 D 6.0 R 3 Room height 93 ItheaVC001 93 11 heatknol 4 5 Room dimensions Room area 135 x 125 11 1682 IF 6.5 x 18,5 11 120.3 IF Ty ConstrLdon U-value Or HTM Area (W) Load Area (IF) Load number Bluh*99 BoLi or perimeter (II) BWh) or perimeter (ft) BLrh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12B-05w 0.097 n 2.31 2.79 0 0 0 0 0 0 0 0 4A5.2ob 0.540 n 12,85 13A7 0 0 0 0 0 0 0 0 13A-4ots 0143 n 340 2.85 116 116 396 332 0 0 0 0 4A5.2ob OS50 n 13.09 13.17 0 0 0 0 0 0 0 0 11 4B5-21b 0S40 n 1285 13.47 0 0 0 0 0 0 0 0 1213-09w 0.097 a 231 2.79 0 0 0 0 0 0 0 0 4A5.2ob 0,550 a 13.09 3081 0 0 0 0 0 0 0 0 4A5.2ob 0.550 a 13.09 28.10 0 0 0 0 0 0 0 0 4A5.2ob 0.550 a 13.09 28.10 0 0 0 0 0 0 0 0 4A5.2ob 0.550 a 13.09 28.10 0 0 0 0 0 0 0 0 13A-4ors 0.143 a 3.40 2.85 126 93 316 265 56 22 76 64 4A5.20b 0550 a 1309 28.10 16 0 214 459 0 0 0 0 4A5.2ob 0.550 a 13.09 17.74 16 11 214 290 0 0 0 0 4B5.21b 0.540 a 12.85 23.42 0 0 0 0 9 5 120 219 11DO 0.390 a 928 12.15 0 0 0 0 24 24 223 292 14/ 12B-09w 0.097 s 2.31 2.79 0 0 0 0 0 0 0 0 4A5.2ob OS% s 13.09 1339 0 0 0 0 0 0 0 0 W 13A-4ocs 0.143 s 3.40 2.85 37 37 127 106 0 0 0 0 Vf/ I-CG 12B-09w 0.097 w 231 2.79 0 0 0 0 0 0 0 0 4A5.2ob 4A5.2ob 0.550 0.550 w w 13.09 13.09 28.10 28.10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yl C 13A•4ors 4A5.2ob 0143 0.550 w w 3.40 13.09 2.85 28.10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5•2obd 0.580 w 13,80 21.68 0 0 0 0 0 0 0 0 R D 12C-09w 0.091 2.17 1.48 0 0 0 0 60 60 131 89 11DO 0.390 n 928 12.15 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.76 1.75 169 169 129 295 0 0 0 0 F 19A.0b9cp 0295 2.64 1.95 0 0 0 0 0 0 0 0 F 19C-1909m 0.049 0.40 030 0 0 0 0 0 0 0 0 F 22A-cpm 1.180 28.08 0.00 169 30 843 0 120 6 169 0 6 c) AED excursion 93 36 Emelopelosygain 2237 1654 719 628 12 a) Infiltration 302 120 60 24 b) Room ventilation 0 0 0 0 13 bltemWgains: Ooaipants@ 230 0 0 0 0 Apptiarloesrolher 0 0 Subotal ( lines 6ID 13) 2539 1773 779 652 Less external load 0 0 0 0 Less trander 0 0 0 0 Redistribution 265 222 779 652 14 Subtotal 2804 1995 0 0 15 Dud loads 121% 239/6 591 461 21% 23°/ 0 0 Total room load 3395 2456 0 0 Air required (dm) 180 114 0 0 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. fI. F w•iglstr9oft- 2018-Apr-11162432 Rigti- Sute®Uriversal201818.0.11 RSU16202 Page 3 L Temp'Lot 211 Pensacola A LHGAlMalh- E rup Cale - M18 Fror1 DDor laces: E wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 211 Pensacola A LHG AItM... Date: Dec 18, 2014 By- MC/LF 7225 Sardscove Court, Stile 1, Wirter Park, FL 32792 Phore: (407) 629.6920 Fax, (407) 629.9307 Web, wwwOreSiopCoolirg.com License: CAC032444 1 Room name Hl H2 2 Exposed wall 0 If 0 fl 3 Room height 93 tl heatl000l 93 It heaV000l 4 5 Room dimensions Room area 125 x 35 tl 43.8 tF 120 x 40 h 48.0 IP Ty Construction U-value Or HTM Area (tF) Load Area OF) Load number etLjw*n Blur I or perimeter (0) BWh) or perimeter (fi) B4rh) Heat Cool Gross NIPS Heat Cool Goss N/P/S Heat Cool 6 W 12B-09N 0097 n 231 2.79 0 0 0 0 0 0 0 0 f 4A5.2ob 0.540 n 12.85 13A7 0 0 0 0 0 0 0 0 13A•40cs 0.143 n 3.40 2.85 0 0 0 0 0 0 0 0 4A5.2ob 0550 n 1309 13.17 0 0 0 0 0 0 0 0 11 4B5.21b 0.540 n 1285 13.47 0 0 0 0 0 0 0 0 128.09N 0.097 a 231 2.79 0 0 0 0 0 0 0 0 4A5.2ob 0.550 a 13.09 3081 0 0 0 0 0 0 0 0 4A5.2ob 0.5W a 13.09 28.10 0 0 0 0 0 0 0 0 4A5-2ob 0,51) a 1309 2810 0 0 0 0 0 0 0 0 4A5.2ob 0.550 a 1309 2810 0 0 0 0 0 0 0 0 13A-40cs 0.143 a 3.40 2.85 0 0 0 0 0 0 0 0 4A5.20b 0550 6 13.09 28.10 0 0 0 0 0 0 0 0 4A5.2ob 0.550 a 13.09 17.74 0 0 0 0 0 0 0 0 4B5.21b 0540 a 12.85 23A2 0 0 0 0 0 0 0 0 11D0 0.390 a 928 12.15 0 0 0 0 0 0 0 0 12B•09N 0.097 s 231 2.79 0 0 0 0 0 0 0 0 4A5.2ob 0.550 s 13.09 1339 0 0 0 0 0 0 0 0 W 13A-4ors 0143 s 3.40 2.85 0 0 0 0 0 0 0 0 12B-09N 0.097 w 231 2.79 0 0 0 0 0 0 0 0 4A5.2ob 4A5.2ob 0.550 0.550 w w 1309 13.09 28.10 28.10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-4ors 4A5.2ob 0.143 0.550 w w 3AO 1309 2.85 28.10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 R 4A5.2obd 12C•09n 0.580 0.091 w 13 O 2.17 21.68 1.48 0 0 0 0 0 0 0 0 0 112 0 94 0 203 0 139 11 DO 0390 n 928 12.15 0 0 0 0 18 18 166 217 C 16B-30ad 0032 0.76 1.75 0 0 0 0 0 0 0 0 F 19A•Obsm 0295 2.64 1.95 0 0 0 0 0 0 0 0 F 19C•19tsw 0049 0.40 030 0 0 0 0 0 0 0 0 F 22A-cpm 1.180 28.08 0.00 44 0 0 0 48 0 0 0 6 c) AED excursion 0 19 Envelope losstgain 0 0 369 337 12 a) Infiltraoon 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Appliancesb9ler 0 0 Subtotal (lines 6ID 13) 0 0 369 337 Less external load 0 0 0 0 Lesstransler 0 0 0 0 Redistribution r 0 0 369 337 14 Subtotal 0 0 0 0 15 Duct 1 21% 23% 0 0 21% 23% 0 0 Total room load 0 0 0 0 Air required (c1m) 0 0 0 0 Calculations approved bvACCA to meet all requirements of Manual J 8th Ed. w IghtaoTt- 2018-Apr-11162432 A Rigtt-Srile®Uriversal201818.0.11 RSU16202 Page L Temp\01211 PersacolaA LHGAIIWIbalh- E r p Calc a Ml8 Frort Door laces: E wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 211 Pensacola A LHG ARM... Date: Dec 18, 2014 By: MULF 7225 Sardscove Cool, Shce 1, Winter Party, FL 32792 Phore (407) 629 - 6920 Few (407) 629 - 9307 Web wwwOreStopCoolirg.com License: CAC032444 1 Room name Krr LAUN 2 Exposed wall 155 fl 10.5 4 3 Room heigh 93 fl heathrool 93 B heat/mol 4 5 Room dimensions Room area 1.0 x 190 5 fl 190.5 IR 1.0 x 733 h 733 tut Ty Cons"on U-value Or HTM Area (fF) Load Area (fF) Load number BWIvll n Bbi or perimeter (A) BWh) or perimeter (II) BWh) Heat Cod Grass NIP/S Heat Cool Gross N/P/S Heat Cool 6 W C 12B-09N 0097 n 231 2.79 0 0 0 0 0 0 0 0 4A5.2ob 0.540 n 12.85 13A7 0 0 0 0 0 0 0 0 13A-4ocs 0.143 n 3AO 2.85 0 0 0 0 0 0 0 0 11 4A5.2ob 4B5.21b 0.550 0.540 n n 13.09 12.85 13.17 13.47 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 vk 12&OsoN 0.097 a 231 2.79 0 0 0 0 0 0 0 0 4A5.20b 0.550 a 1309 30.81 0 0 0 0 0 0 0 0 4A5.2ob 0.550 a 13.09 28.10 0 0 0 0 0 0 0 0 4A5.2ob 0.550 a 13.09 28.10 0 0 0 0 0 0 0 0 4A5.2ob 0.550 a 13.09 2810 0 0 0 0 0 0 0 0 vi 13A-4ocs 0.143 a 3AO 2.85 0 0 0 0 0 0 0 0 4A5.2Db 0.550 a 1309 2810 0 0 0 0 0 0 0 0 4A5.2ob 0550 a 13.09 17.74 0 0 0 0 0 0 0 0 4B5.21b 0.540 a 12.85 23A2 0 0 0 0 0 0 0 0 11DO 0.390 a 928 12.15 0 0 0 0 0 0 0 0 Vy t 12&Osw 0.097 s 231 2.79 0 0 0 0 0 0 0 0 4A5.2ob 0.550 s 13.09 1339 0 0 0 0 0 0 0 0G W 13A-4ocs 0.143 s 3.40 2.85 144 144 491 411 98 98 332 279 V/ f 12&09N 4A5.2ob 4A5.2ob 0.097 0.550 0.5W w w w 231 1309 13.09 2.79 28.10 28.10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0C 13A-4ocs 4A5.2ob 0.143 0.550 w w 3.40 13.09 2.85 28.10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 R 4A5.2obd 12C-09w 0.580 0.091 w 13.80 2.17 21.68 1.48 0 0 0 0 0 0 0 0 0 74 0 74 0 161 0 110 D 11DO 0.390 n 928 12.15 0 0 0 0 0 0 0 0 C 16&30ad 0.032 0.76 1.75 0 0 0 0 0 0 0 0 F 19A-0b9cp 0.295 2.64 1.95 0 0 0 0 0 0 0 0 F 19C-19rsm 0.049 0.40 030 0 0 0 0 0 0 0 0 F 22A-cpm 1.180 28.08 0.00 191 16 435 0 73 11 295 0 6 c) AED excursion 87 48 Envelope loss(gain 926 324 788 340 12 a) Infiltration 156 62 106 42 b) Room ventilation 0 0 0 0 13 Internal gains Occupants@) 230 0 0 0 0 Appllancesrdher 1200 500 Subtotal (lines 6 to 13) 11082 1586 894 882 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 118 108 14 Subtotal 1082 1586 1012 990 15 Duct loads 21% 239/. 228 367 21% 231/6 213 229 Total room load 1310 1952 1225 1219 Air required (dm) 70 91 65 56 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrlgF.Ca4M- 2018-Apr-11162432 AM FD94.Sule®Uriversal 2018 18 0.11 RSU16202 Page 5 L Temp\Lol 211 PensacolaA LHGAlMalh- E rup Calc = NUB Frort Door faoes. E wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 211 Pensacola A LHG AIIM... Date: Dec 18, 2014 By: MULF 7225 Sardscove Court, Suite 1, Wirier Park, FL 32792 Phone (407) 629 - 6920 Fax: (407) 629.9307 Web wwwOneStopCoolirg com License: CAC032444 1 Room dame MBED METH 2 Exposed wall 165 fl 115 Q 3 Room height 93 11 heaUcod 93 B heattmol 4 5 Room dimensions Room area 135 x 16.5 fl 2228 tF 1.0 x 143.0 It 1430 W Ty Consblydion number U•value BdrhW-+) Or HTM Area (IF) I or perimeter (11) load Blrh) Area (1F) or perimeter (II) Load BUrh) Heat Cool Gross NIPS Heat Cool Gross N/P/S Heat Cod 6 VjI 12&09w 0.097 n 231 2.79 0 0 0 0 0 0 0 0 C 4A5.2ob 13A-40rs 0540 0.143 n n 1285 3.40 13A7 2.85 0 153 0 121 0 411 0 345 0 107 0 91 0 310 0 259 11 4A5.2ob 4135.21b 0.550 0540 n n 1309 12.85 13.17 13.47 33 0 0 0 428 0 431 0 0 16 0 0 0 206 0 216 VN 12B-09w 4A5.2ob 4A5.2ob 0.097 0550 0.550 a a a 231 13.09 13.09 2.79 30.81 28.10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2ob 4A5.2ob 0.550 05W a a 1309 13.09 28.10 28.10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-4ocs 4A5.2ob 4A5.2ob 0.143 0550 0550 a a a 3.40 1309 13.09 285 28.10 17.74 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 485-21b 11D0 0.540 0390 a a 1285 928 23.42 12.15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V1l C 12B-09w 4A5.2ob 13A-4ocs 0.097 0550 0.143 s s s 231 13.09 3.40 2.79 13.39 285 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0IN 12&096v 4A5.2ob 4A5.2ob 0.097 0550 0.5W w w w 231 13.09 13.09 2.79 28.10 28.10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I--G 13A-4ons 4A5.2ob 0.143 0-UM)w w 3AO 13.09 2.85 28.10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 3 R 4A5.2obd 12C-09w 0.580 0.091 w 13,80 2.17 21.68 1.48 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t-- D 11D0 0390 n 928 12.15 0. 0 0 0 0 0 0 0 C 168.30ad 0.032 0.76 1.75 223 223 170 390 143 143 109 250 F 19A-Obscp 0295 2.64 1.95 0 0 0 0 0 0 0 0 F 19C-19a m 0.049 0A0 030 0 0 0 0 0 0 0 0 F 22A-cpm 1.180 28.08 0.00 223 17 463 0 143 12 323 0 6 c) AED excursion 88 40 Envelope losstgain 1472 1077 947 685 12 a) Infiltration 166 66 116 46 b) Room ventilation 0 0 0 0 13 Internal gains: Oularpants@ 230 2 460 0 0 Appliancestother 0 0 Subtotal (limes 61013) 1638 1602 1063 731 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 312 261 0 0 14 Subtotal 1949 1863 1063 731 15 Ducl loads 1 21% 231/6 411 431 21% 23% 224 169 Total room toad 2360 2294 1287 900 Air required (dm) 125 106 68 42 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 1'}4- ww-I0t%2=o1rt- 2018-Apr•11162432 Righ-SuileDUriversal201818.0.11 FtSU16202 Page L Temp\Lo1211 Pensacola A LHG Altkbath- E.rup Calc= Ml8 Frort Door laces: E wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 211 Pensacola A LMG AItl1A... Date: Dec 18, 2014 By: MULF 7225 Sardscove Cool, Stile 1, Wirier Park R. 32792 Phore. (407) 629 - 6920 Fax: (407) 629. 9307 Web, wwwOreStopCoolirg com Licerse: CAOD32444 1 Room name MWC MMIC 2 Exposed wall 3.0 D 250 fl 3 Room heigN 93 fl heaV000l 93 ft heaVODol 4 5 Room dimensions Room area lA x 208 tl 208 W 1.0 x 83.0 R 83.0 fle Ty tone on U-value Bbrh4rr n Or HTM Bbih" Area (fly or perimeter (b) Load Bluh) Area (W) or perimeter (b) Load Bbrh) Heat Cool Gross NIPIS Heat Cod Gross NIPIS Heat Cool 6 W C 12B•0sw 4A5.20b 13A-4ocs 0.097 0.540 0.143 n n n 231 12.85 3.40 2.79 13A7 285 0 0 0 0 0 0 0 0 0 0 0 0 0 0 60 0 0 60 0 0 206 0 0 172 11 4A5.2ob 4B5.2fb 0.550 0.540 n n 13.09 1285 13.17 13A7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VN 12B-09w 4A5.2ob 4A5.2ob 0.097 0.550 0.550 a a a 2.31 13.09 1309 2.79 3081 28.10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2Db 4A5.20b Ob50 0.550 a a 13.09 13.09 28.10 2810 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-4ocs 4A5.2ob 4A5-2ob 0.143 0.550 0.550 a a a 3.40 13.09 13A9 2.85 2810 17.74 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4B5-21b 11D0 0.540 0390 a a 12.85 928 23A2 12.15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12B-0sw 4M-2ob 13A-4ocs 0.097 0.550 0.143 s s s 231 13.09 3.40 2.79 1339 2.85 0 0 28 0 0 28 0 0 95 0 0 80 0 0 42 0 0 42 0 0 142 0 0 119W 12B-0sw 4A5.2ob 4A5.2ob 0097 0.550 0.550 w w w 2.31 13.09 1309 2.79 28.10 28.10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y/ 13A-4ots 4A5-2Db 0143 0 550 w w 3.40 13.09 2,85 28.10 0 0 0 0 0 0 0 0 130 0 130 0 443 0 371 0 L -( q 4A5.2obd 12C-Osw 0.580 0.091 w 1380 2.17 21.68 1.48 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I, D 11D0 0.390 n 928 12,15 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.76 1.75 19 19 15 34 81 81 61 141 F 19A.Obscp 0295 2 64 1.95 0 0 0 0 0 0 0 0 F 19C-19c= 0.049 0.40 0.30 0 0 0 0 0 0 0 0 F 22A-cpm 1.180 28.08 0.00 21 3 84 0 83 25 702 0 6 c) AED excursion 7 47 Envelope losstain 194 107 1555 757 12 a) b-Altrabon 30 12 252 100 b) Room venlilabon 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appllancesiodw 0 0 Subtotal (lines 6 m 13) 224 119 1806 857 Low external bad 0 0 0 0 Less transfer 0 0 0 0 Redisbibulion 0 0 0 0 14 Subtotal 224 119 1806 857 15 Dud loads 1 21%1 239/6 47 27 21%1 231/6 381 198 Total room load 271 146 2187 1055 Air required (dm) 14 7 116 49 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. I'- wrlghteoTt- 2018-Apr•11162432 A '"""' - Righ-Sute®Uriversal2018180.11 RSU16202 Pagel L TerrptLol211 PersacotaA LHGAlMalh- E np Calc - KM FroA Door faces, E wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 211 Pensacola A LHG ARM... Date: Dec 18, 2014 By: MC/LF 7225 Sardso ve Cool. Suite 1. Wirier Park FL 32792 Phone (407) 629 - 6920 Fax: (407) 629. 9307 Web: wwwOreStopCoolirg com License: CAOD32444 1 Room name PWD STR1 2 Exposed well 0 11 0 n 3 Room height 93 It heaVmol 93 It heatP000l 4 5 Room dimensions Room area 55 x 50 It 27.5 IF 3.5 x 50 ft 17.5 IF Ty ConstruMon number U-Value BtuhW-°F) Or HTM BWI1ffo Area (W) or perimeter (ft) Load Btuh) Area (IF) or perimeter (A) Load Btuh) Heat Cool Gross NIPS Heat Cod Gross NIPIS Heat Cool 6 Vy C 12B-09w 4A5.20b 13A-4ors 0.097 0.540 0.143 n n n 231 12.85 3.40 279 1347 285 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 4A5.2ob 485.21b 0.5W 0.540 n n 13.09 12.85 1317 13.47 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12&0sw 4A5-2ob 4A5.2ob 0.097 0.550 0.550 a a a 2.31 1309 13D9 2.79 3081 28.10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2ob 4A5.2ob 0.5W 0.550 a a 13.09 13.09 28.10 28.10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 vw 13A-4os 4A5.2ob 4A5.2ob 0.143 0.550 O5W a a a 3.40 13.09 13.09 2.85 28.10 17.74 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4B5.21b 11D0 0.540 03W a a 12.85 928 23.42 12.15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I--( 12B-05w 4A5-2Db 13A-4os 0.097 0.550 0.143 s s s 231 13.09 3.40 2.79 1339 2,85 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0W Vj/ I-- 12&0sw 4A5.2ob 4A5.2ob 0.097 0.550 0.5W w w w 231 13.09 13.09 2.79 28.10 28.10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0' 0 0 0 0 0 0 0 0LS I-- G 13A-4os 4A5.2ob 0.143 0.550 w w 3.40 13.09 2.85 28.10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 R 4A5.2obd 12C-09w 0580 0.091 w 13.80 2.17 21.68 1.48 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I-- D 11D0 0.390 n 928 12.15 0 0 0 0 0 0 0 0 C 16B-30ad 0032 0.76 1.75 0 0 0 0 0 0 0 0 F 19A-Obsrp 0295 2.64 1.95 0 0 0 0 0 0 0 0 F 19C-19sm 0D49 0.40 030 0 0 0 0 0 0 0 0 F 22A-cpm 1.180 28.08 0.00 28 0 0 0 18 0 0 0 6 C) AED emersion 0 0 Envelope losstgam 0 0 0 0 12. a) Infiltration 0 0 0 0 b) Room ventilabon 0 0 0 0 13 Internal gains, Oowpants@ 230 0 0 0 0 Appliancesrother 0 0 Subtotal (lines 6 to 13) 0 0 0 0 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 103 94 0 0 14 Subtotal 103 94 0 0 15 Duct loads 1 21%1 239/6 22 22 21% 239/6 0 0 Total room bad 125 116 0 0 Air required (dm) 7 5 01 0 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. v4&- w lghtooft- 2018-Apr-11162432 A&k Poghl-S1ite®Uriversa12018180 11 RSU16202 Page L Temp1ot 211 PersacolaA LHGAlMalh- E rup Calc - MA Frort Door laoes. E wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 211 Pensacola A LHG AItM... Date: Dec 18, 2014 By- MULF 7225 Sardsmve Coul, Sute 1, Wirier Park FL 32792 Phore• (407) 629 - 6920 Fax: (407) 629.9307 Web wwwOreStopCoolirg oom License. CAC032444 1 Room name AC2 BED2 2 Exposed wall 9.0 fi 255 1 3 Room heigN 9.0 ft heaVood 9.0 ff heaVmol 4 5 Room dimensions Room area 50 x 9.0 ff 45.0 If 1.0 x 186.0 n 186.0 fF Ty ConsbWon number U-value Btiuh4tz n Or HTM BGrh" Area OF) or perimeter (h) Load Bl uh) Area (fF) or perimeter (II) Load Bwh) Heat Cool Gross N/P/S Heat Cod Grass NIP/S Heal Cool 6 Vy 12B-0sw 0.097 n 231 2.79 0 0 0 0 122 122 280 339 4A5.2ob 13A-4ocs 0.540 0.143 n n 12.85 340 13A7 2.85 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 4A5-2Db 4B5.21b 0550 0.540 n n 13.09 12,85 13.17 13A7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VN 12B-09w 4A5.2ob 4A5.2ob 0.097 0.550 0.550 a a a 231 13.09 13.09 2.79 3081 28.10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2ob 4A5.2ob 0.550 0.550 a a 13.09 13.09 28.10 2810 0 0 0 0 0 0 0 0 0 0, 0 0 0 0 0 0 13A-4ocs 4A5-2ob 4A5.2ob 0143 0550 0.550 a 9 a 3.40 13.09 13.09 2.85 28.10 1774 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4135.21b 0.540 a 12.85 23A2 0 0 0 0 0 0 0 0 11DO 0.390 a 928 12.15 0 0 0 0 0 0 0 0 Vy YC' 12B-0sw 0 097 s 231 2.79 81 81 187 226 0 0 0 0 4A5.2ob 0.550 s 13.09 13.39 0 0 0 0 0 0 0 0 W 13A-4ocs 0143 s 3.40 2.85 0 0 0 0 0 0 0 0 12B 09w 4A5.2ob 4A5.2ob 0.097 0.550 0.550 w w w 231 1309 13.09 2,79 28.10 28.10 0 0 0 0 0 0 0 0 0 0 0 0 108 0 15 93 0 0 215 0 196 259 0 422 13A-4ocs 4A5.2ob 0143 0.550 w w 3.40 1309 2.85 28.10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 q 4A5.2obd 12C-09w 0.580 0.D91 w 13,80 2.17 21.68 1.48 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I---D 11D0 0390 n 928 12.15 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.76 1.75 45 45 34 79 186 186 142 325 F 19A-0bscp 0.295 2.64 1.95 0 0 0 0 92 92 243 180 F 19C-190so0 0.049 0.40 030 0 0 0 0 0 0 0 0 F 22A-cpm 1.180 28.08 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 18 85 Envelope lossrgain 221 287 1077 1610 12 a) Infiltration 88 35 248 98 b) Room ventilation 0 0 0 0 13 Internal gains ODtupants@ 230 0 0 1 230 AppliancesbVler 0 0 Subtdal (lines 6 b 13) 309 322 1325 1938 Less e4emalload 0 0 0 0 Less transfer 0 0 0 0 Redistribution 309 322 0 0 14 Subtotal 0 0 1325 1938 15 Dud loads 121% 239%1 0 0 21%1 239/6 279 448 Total room load 0 0 1604 2386 Air required (dm) 0 0 851111 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4- wrlghtoolt- 2018-Apr•111624.32 Rigll-SU19SUriversal 2018 180.11 RSU16202 Page 9 L TempV.ol211 PersamlaA LHGAIINbath- E.np Calc = M 6 Frorl Door laces. E wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 211 Pensacola A LHG ARM... Date: Dec 18, 2014 By: MULF 7225 Sardscove Coul, Sule 1, Wirier Park FL 32792 Ptore: (407) 629 - 6920 Fax: (407) 629 - 9307 Web. wwwOreStopCoolirg com Licerse CA0032444 1 Room name BED3 BEN 2 Exposed wall 14.0 It 17.5 11 3 Room height 90 It heaV000l 9.0 It heaV000l 4 5 Room dimensions Room area 115 x 140 fl 161.0 W 1.0 x 164.8 it 164.8 fF Ty Construction U-value Or HTM Area (IF) Load Area (fl) Load number BlufllRz--F) Btuh" or perimeter (it) BWh) or perimeter (it) Bluh) Heat Cool Gross NIPS Heat Cool Gross N/P/S Heat Cool 6 W 12B-09w 0.097 n 231 2.79 0 0 0 0 0 0 0 0 C 4A5.2ob 13A-40o, 0.540 0.143 n n 12.85 3.40 13A7 2.85 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 4A5.20b 4B5.21b 0550 O.540 n n 1309 12.85 13.17 13.47 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12B-09w 0.097 a 231 2.79 0 0 0 0 131 112 257 311 4A5.20b 4A5.20b OS50 0.550 a a 13.09 13.09 30.81 28.10 0 0 0 0 0 0 0 0 0 4 0 0 0 52 0 112 4A5.20b 4A5.20b 0&% 0.550 a a 13.09 13.09 28.10 28.10 0 0 0 0 0 0 0 0 0 15 0 0 0 196 0 422 13A-40rs 0.143 a 340 285 0 0 0 0 0 0 0 0 4A5.20b 0.550 a 1309 2810 0 0 0 0 0 0 0 0 4A5-20b 0.550 a 13.09 17.74 0 0 0 0 0 0 0 0 4B5.21b 0.540 a 12.85 23A2 0 0 0 0 0 0 0 0 11D0 0.390 a 928 12.15 0 0 0 0 0 0 0 0 V1l C 12B-09w 0.097 s 231 2.79 126 111 256 310 27 27 62 75 4A5.2ob 0.550 s 13.09 1339 15 12 196 201 0 0 0 0 W 13A.4ocs 0.143 s 3.40 2.85 0 0 0 0 0 0 0 0 V! 12B-09w 4A5.20b 0.097 0.550 w w 231 13.09 2.79 28.10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 f( 4A5.20b 0.550 w 13.09 28.10 0 0 0 0 0 0 0 0 13A-40r5 4A5.2ob 0.143 0.550 w w 3.40 13.09 2,85 28.10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2Dbd 12C-09N 0580 0091 w 1380 217 2168 1.48 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11D0 0.390 n 928 12.15 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.76 1.75 161 161 123 282 165 165 125 288 F 19A.Obscp 0.295 2.64 1,95 1 1 3 2 0 0 0 0 F 19C•19rsm 0.049 0.40 030 0 0 0 0 109 109 44 33 F 22A•cpm 1.180 28.08 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 49 34 Envelope lossigain 578 745 738 1275 12 a) Infiltration 136 54 170 68 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 1 230 1 230 Appliancesrolher 0 0 Subtotal (lines6 b 13) 714 1029 908 1573 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 81 85 0 0 14 Subtotal 795 1113 908 1573 15 Dud loads 21% 230/ 168 257 21% 23%1 191 363 Total room load 963 1371 1100 1936 Air required (dm) 1 1 51 64 58 90 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. Fr w lghtooft- 2018-Apr-11 162432 Zek _ Rigt1-Su1e8Uriversal201818011RSU16202 Page10 LTemp1Lol211 PensacolaALHGAllkbeth-E. W Calc=NU8 FroriDoor laces E d-wrightsoft• Right-J® Worksheet Job: Lot211 Pensacola AUiGARM Entire House Date: Dec 18, 2014 By: MULF One Stop Cooling and Heating 7225 Sardscove Court, Sute 1, Wirter Park, FL 32792 Phone, (407) 629 - 6920 Fax. (407) 629 - 9307 Web: wwwOreSlopCoolirgoDrn License: CAOD32444 1 Room name BTH2 BTH3 2 Evosedwall 90 A 15.0 A 3 Room height 9.0 it heat/000l 90 it heaVmol 4 5 Room dimensions Room area 9. 0 x 55 fl 495 fF 55 x 95 it 523 fR Ty Construction U-value Or HTM Area (tF) Load Area (W) Load number Btuhrl *9 Brtr or perimeter (fi) BWh) or perimeter (it) BWh) Heat Cool Gross N/PIS Heat Cool Grass NIPIS Heat Cool 6 W i 12B• 09w 4A5. 2ob 0. 097 0. 540 n n 231 12. 85 2. 79 13A7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V6 13A- 4ocs; 0.143 n 3.40 2.85 0 0 0 0 0 0 0 0 11 4A5. 2ob 485. 21b 0550 0540 n n 13. 09 12, 85 13. 17 13. 47 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VN 12B- 09w 0.097 a 231 2.79 0 0 0 0 50 44 100 121 4A5. 20b 4? 5-20b 0550 0550 a a 1309 13. 09 3081 28. 10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5. 20b 0550 a 13.09 28.10 0 0 0 0 6 0 79 169 4A5. 2ob 0550 a 13.09 28.10 0 0 0 0 0 0 0 0 13A• 4ocs 4A5. 2ob 0. 143 0. 550 a a 3AO 13. 09 2. 85 28. 10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5. 20b 0.550 a 13.09 17.74 0 0 0 0 0 0 0 0 4B5. 21b 11D0 0540 0. 390 a a 12, 85 928 2342 12. 15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vy 12B-O9w 0.097 s 231 2.79 0 0 0 0 86 86 197 238 4A5. 2Db 13A• 40rss 0. 550 0. 143 s s 13. 09 3. 40 1339 2. 85 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G W Vy 12B-0sw 4A5• 2Db 4A5. 20b 0. 097 0. 550 0. 550 w w w 231 13. 09 13. 09 2. 79 28. 10 28. 10 81 6 0 75 0 0 173 79 0 209 169 0 0 0 0 0 0 0 0 0 0 0 0 0 I--CC Vjl 13A-4ors 4A5- 20b 0. 143 0. 550 w w 3. 40 13. 09 2. 85 28. 10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I 2 R D 4A5. 20bd 12C- 0sw 0. 580 0. 091 w 13,80 2. 17 21. 68 1. 48 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 DO 0390 n 928 12.15 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.76 1.75 50 50 38 87 52 52 40 91 F 19A-0bscp 0.295 2.64 1.95 19 19 51 38 0 0 0 0 F 19C-19rsm 0.049 0.40 030 0 0 0 0 25 25 10 7 F 22A-cpm 1.180 28.08 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 45 0 Errelopelossrgain 340 547 426 628 12 a) Infiltration 88 35 146 58 b) Room %entilalion 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Applianoesb1her 0 0 Subtotal ( lines 6lo 13) 1 428 581 572 685 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 428 581 572 685 15 Dud loads 1 21% 23% 90 134 21% 23% 121 158 Total room load 518 716 693 844 Air required (dm) 1 28 33 1 1 37 39 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wr1` ghlteoit- 2018-Apr-11162432 A Rg1t- Sawouriversal201818.0.11 BSU16202 Page 11 L Temp\Lol211 PersacolaA LHGAltIvbath- E np Cale - M18 Frort Door laces: E wrightsoft• Right-J® Worksheet Job: Lot 211 Pensacola A LHGARM... Entire House Date: Dec 18, 2014 One Stop Cooling and Heating By: MC/LF 7225 Sardscove Courl. Stile 1. Wirter Park FL 32792 Phone, (407) 629 - 6920 Fax: (407) 629.9307 Web wwwOreStopCoolirp com Licerse: CA0032444 1 Room name LOFT OTB 2 Exposed well 17.0 0 24.0 0 3 Room height 90 0 heaftOl 90 0 heaftol 4 5 Room dimensions Room area 1.0 x 322.8 0 3228 tF 65 x 17.5 0 1138 tF Ty Construction U-value Or HTM Area (w) Load Area (fF) Load number BbjhW-°F) Bluly" or perimeter (0) BWh) or perimeter (0) BWh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 VII C 12B-09w 4A5.2ob 0.097 0.540 0143 n n n 2.31 12.85 3AO 2.79 13A7 285 122 12 0 110 0 0 253 150 0 306 158 0 158 0 0 158 0 0 364 0 0 439 0 0VL213A-4ocs 11 4A5.2ob 4B5.211) 0.550 0.540 n n 1309 12.85 13.17 13A7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12B-Osw 4A5.20b 4A5.2ob 0.097 0.550 0550 a a a 231 1309 13.09 2.79 30.81 28.10 0 0 0 0 0 0 0 0 0 0 0 0 59 6 0 53 0 0 121 79 0 146 185 0 4A5.20b 4A5.2ob 0.550 0.550 a a 1309 13.09 28.10 28.10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-4ocs 4A5.2ob 4A5.2ob 0.143 0 550 0.550 a a a 3.40 13.09 1309 2'85 28.10 17.74 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 485.21b 11 DO 0540 0.390 a a 12.85 928 23A2 12.15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12B-Osw 4A5.2ob 13A-4ocs 0.097 05W 0.143 s s s 2.31 13.09 3.40 2.79 13.39 285 32 0 0 32 0 0 73 0 0 88 0 0 0 0 0 0 0 0 0 0 0 0 0 0W 12B-09w 4A5-2ob 4A5.2ob 13A-4ocs 4A5.2ob 0.097 0 550 0.5W 0143 0550 w w w w w 2.31 13.09 1309 3AO 13.09 2.79 28.10 28.10 2.85 28.10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0C 1^ R 4A5.2obd 12C-09w O580 0091 w 13.80 2.17 2168 1.48 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t--D 11 DO 0.390 n 928 12.15 0 0 0 0 0 0 0 0 C 16B-30ad 0032 0.76 1.75 323 323 246 564 114 114 87 199 F 19A-Obscp 0295 2.64 1.95 0 0 0 0 9 9 24 18 F 19C-19rsm 0049 0.40 0.30 0 0 0 0 1 1 0 0 F 22A-cpm 1.180 28.08 0.00 0 0 0 0 0 0 0 0 6 c) AED exnnson 61 47 Envelope lossrgain 722 1055 674 941 12 a) Infiltration 166 66 234 93 b) Room ventilation 0 0 0 0 13 lnternalgains: Oooupanls@ 230 0 0 0 0 AppllarloesroCler 0 0 Subtotal (lines 6 to 13) 888 1120 908 1033 Less external bad 0 0 0 0 Less transfer 0 0 0 0 Redistribution 228 237 0 0 14 Subtotal 1116 1357 908 1033 15 Duciloads 211 235 314 21% 23% 191 239 Total room bad 1351 1671 1099 1272 Air required (dm) 1 72 77 58 59 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. f}r wrlghteoTl 2018-Apr-11162432 Ftrgh-Sute®Uriversal2018180.11RSU16202 Page 12 L TempIot 211 Pensacola LHGAIWbalh- E np Calc = NUB Frort Door faces- E wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 211 Pensacola A LNG AI1M... Date: Dec 18, 2014 By: MC/LF 7225 Sardscove Cool, Stile 1, Wirier Park FL 32792 Mrs: (407) 629.6920 Fax: (407) 629 - 9307 Web. wwwOreStopCoolirg com Licerse: CAC032444 1 Room name WIC3 WIC4 2 Exposed well 11.0 4 0 n 3 Room heigh 90 B heakool 9.0 11 heatbod 4 5 Room dimensions Room area 55 x 55 tl 30.3 fF 75 x 5.0 B 375 tF Ty Construction number U-value BkjhW-oF) Or HTM Bbi Area (W) I or perimeter (fi) Load BWh) Area (W) or perimeler (D) Load Bluh) Heat Cool Gross WIP/S Heat Coot Gross N/P/S Heat Cool 6 W 12&09w 0.097 n 231 279 0 0 0 0 0 0 0 0 4i 4A5.2ob 13A-40G4 0.540 0.143 n n 12.85 340 1347 2.85 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 4A5.2ob 4B5.21b 0550 0.540 n n 13.09 12.85 13.17 1347 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 vN 12B-0sw 4A5.20b 4A5.2ob 0097 0.550 0550 a a a 2.31 1309 13.09 2.79 3081 28.10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2Db 4A5.2ob 05-M 0.550 a a 13.09 13.09 28.10 28,10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-400s 4A5-2ob 4A5.20b 0.143 0550 0.550 a a a 3.40 13.09 1309 2.85 28.10 17.74 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 485.211) 11DO 0.540 0390 a a 12.85 928 23A2 12.15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y/ I-G 12B-09w 4A5-2Db 13A-4ors 0.097 0.550 0143 s s s 2,31 13.09 3.40 2,79 1329 2.85 50 0 0 50 0 0 114 0 0 138 0 0 0 0 0 0 0 0 0 0 0 0 0 0W V)! 12B-09w 4A5.2ob 4A5.20b 0.097 0.550 0.550 w w w 2.31 13.09 1309 2.79 28.10 28.10 50 0 0 50 0 0 114 0 0 138 0 0 0 0 0 0 0 0 0 0 0 0 0 0L-IC Vy C 13A•40ts 4A5.2ob 0.143 0.550 w w 3.40 13.09 2.85 28.10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 R 4A5.2obd 12C-09N 0.580 0.091 w 1380 2.17 21.68 1.48 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 r D 11D0 0390 n 928 12.15 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.76 1.75 30 30 23 53 38 38 29 66 F 19A-0b9gp 0295 2.64 1.95 0 0 0 0 0 0 0 0 F 19C-19nsm 0049 0.40 0.30 0 0 0 0 0 0 0 0 F 22A-tpm 1.180 28.08 0.00 0 0 0 0 0 0 0 0 6 c) AED emnsion 19 3 Ernnelope losdgain 252 310 29 62 12 a) Infiltration 107 42 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: 0oaipanls0 230 0 0 0 0 Applianossrother 0 0 Subtotal (lines 61D 13) 359 352 29 62 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 SublDW 359 352 29 62 15 Dud loads 21% M*/.l 76 81 21% 23"/6 6 14 Total room bad I I 434 433 35 77 Air required (dm) 1 23 20 1 1 2 4 Calculabons approved by ACCA to meet all requirements of Manual J 8th Ed. wrlgAteoTt- 2018-Apr-11162432 A&P. Rigti-Sute®Uriversa12018 180.11 RSU16202 Page 13 L TempNi ol211 PersaoolaA LHGAlMalh- E.np Calc = NUB Frori Door Woes: E Duct System SJob: Lot 211 Pensacola A LHG ... fld- wrightsoft•ucSummary Date: Dec 18, 2014 Entire House By: MULE One Stop Cooling and Heating 7225 Sardscove Carl• Sole 1, Wirter Parr FL 32792 Phore. (407) 629.6920 Fax: (407) 629 - 9307 Web wwwOreStopCoobrg oom Licerse: CAC032444 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 3831 Night Heron Dr., Sanford, FL Heating 0. 50 in H2O 0.16 in H2O 0.34 in H2O 0.170/ 0.170 in H2O 0.149 in/100ft 1367 c1m 229 Supply Branch Detail Table Cooling 0. 50 in H2O 0.16 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.149 in/100ft 1367 ctm 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 2386 85 111 0.209 7.0 Ox 0 MR 37.4 125.0 st6 BED3 c 1371 51 64 0.219 6.0 Ox 0 VIFx 29.9 125.0 st6 BED4 c 1936 58 90 0.240 6.0 Ox 0 VIFx 16.9 125.0 st7 B11-2 c 716 28 33 0.217 4.0 Ox 0 VIFx 31.9 125.0 st6 Sim c 844 37 39 0.251 4.0 Ox 0 VIFx 15.4 120.0 st7 CAFE h 3045 162 119 0.198 7.0 Ox 0 VIFx 36.6 135.0 st3 DROP h 179 9 8 0.208 4.0 Ox 0 VIFx 33.1 130.0 st5 FAM c 5905 136 274 0.180 8.0 Ox 0 VIFx 44.4 145.0 st3 FLEX h 3395 180 114 0.149 8.0 Ox 0 VIFx 68.9 160.0 st4 Krr c 1952 70 91 0.201 6.0 Ox 0 VIFx 34.3 135.0 st3 LAUN h 1225 65 56 0.191 4.0 Ox 0 VIFx 42.6 135.0 st5 LOFT c 1671 72 77 0.287 6.0 Ox 0 VIFx 13.6 105.0 st2 MBED h 2360 125 106 0.156 7.0 Ox 0 MR 57.4 160.0 st4 MBTH h 1287 68 42 0.161 5.0 Ox 0 VIFx 50.9 160.0 st4 Mwc h 271 14 7 0.163 4.0 Ox 0 VIFx 48.4 160.0 s14 MWIC h 2187 116 49 0.163 6.0 Ox 0 VIFx 53.6 155.0 st4 OTB c 1272 58 59 0,232 5.0 Ox 0 VIFx 26.3 120.0 st7 PWD h 125 7 5 0.202 4.0 Ox 0 VIFx 38.6 130.0 st5 WIC3 h 434 23 20 0.224 4.0 Ox 0 VIFx 31.6 120.0 st6 W IC4 c 77 2 4 0.267 4.0 Ox 0 VI Fx 12.3 115.0 s17 ti wrightsoft' 2018-Apr-11 162434 M.•...N..,,... , o .., Right-Sute®Uriversa1201818011 RSU16202 Page 1 L TemplLot 211 PersawlaA LHG AIIM1ath- E rup Calc= NUS Fror1 Door laces: E Name Trunk Type Htg Cfm) Clg Cfm) Design FR Veloc Opm) Diam in) H x W in) Duct Material Trunk st1 PeakAVF 953 871 0.149 682 16.0 0 x 0 VinlFlx W PeakAVF 414 496 0.209 632 12.0 0 x 0 VinIFIX st6 PeakAVF 187 227 0.209 515 9.0 0 x 0 VnlFlx sl2 st7 PeakAVF 155 191 0.232 548 8.0 0 x 0 VinIFIX st2 st4 PeakAVF 505 318 0.149 643 12.0 0 x 0 VInIFIx st3 st3 PeakAVF 872 801 0.149 815 14.0 0 x 0 VInIFIx sl1 st5 PeakAVF 81 70 0.191 596 5.0 0 x 0 VnlFlx st1 Return Branch Detail Table Name Grille Size (in) Hlg Cfm) Clg Cfm) TEL M Design FR Veloc fpm) Diam in) H x W in) StuddJoist Opening (in) Duct Matl Trunk rb2 Ox 0 1367 1367 0 0 0 0 Ox 0 VIFx 1 wrightsofR' 2018-Apr-11 162434 t ..w..... ..., Rigft-Sule®Unversa1201818.0.11 RSU16202 Paget L TempV.ot 211 PereacolaA LF GAlMath- E rw Calc - M.18 Fror/ Door laces: E 9 e Static Pressure and Friction Rate Job: Lot 211 Pensacola A LHG ... wri htsoft Date: Dec 18, 2014 Entire House By: MC/LF One Stop Cooling and Heating 7225 Sardscove CovL Sure 1, Wirter Park FL 32792 Phore: (407) 629 - 6920 Fax: (407) 629.9307 Web: wwwOreSiopCoolirg.com License: CA0032444 For: Park Square Homes 3831 Night Heron Dr., Sanford, FL Heating Cooling in H2O) in H2O) External static pressure 0.50 0.50 Pressurelosses Coil 0 0 Heat exchanger 0 0 Supply diffusers 0.03 0.03 Return grilles 0.03 0.03 Filter 0.10 0.10 Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available static pressure 0.34 0.34 Total• Supply Return ft) ft) Measured length of run -out 25 0 Measured length of trunk 44 0 Equivalent length of fittings 160 0 Total length 229 0 Total effective length 229 FrictionRate Heating Cooling in/100ft) in/1001t) Supply Ducts 0,149 OK 0.149 OK Return Ducts 0.149 OK 0.149 OK Fitting Equivalent LengthDetails supply 11 A=20, 4X--35,11 G=5,11 G--5,11 M=20,111=10,11 M=20,11 G--5,1 A-35,11 G=5: Total EL=160 Return TotalEL= wrightsoft- 2018-Apr-11 162434 W »• •.»• .-+-+ Righ1-Sute®Uriversal 2018 18 0.11 PSU16202 Page 1 L Templo1211 PersacolaA LFIGAltkbalh- E rup Calc = Mt8 Frort DDor laces: E eure _ 43 WT EF1 VTW - JANOrT90 DV VTW L ir3T=MI W/vc dPrfom Job M Lot 211 Pensacola A LHG AltMbath - E Performed by MGLF for: Park Square Homes 3831 Night Heron Dr. Sanford, FL 1ST One Stop Cooling and Heating 7225 Sandscove Court, Suite 1 Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 www.OneSlopCooling.conn IOx6 68 ctrn Scale:1 :104 Page 1 Right -Suite® Universal 2018 18.0.11 RSU16202 2018-Apr-11 16:39:23 Pensacola A LHG PIIMbelh - E.rup IDS ID° ZONE DAMPER 16" DAMPER 1 ST FLR 12" DAMPER 2ND FL 12" BYPASS 8x4 39 cbn 2ND Job #: Lot 211 Pensacola A LHG AltMbath - E One Stop Cooling and Heating Scale:1 :104 Perfonned by MC/LF for: Page 2 Park Square Homes 7225 Sandscove Court, Suite 1 Right-Suile® Universal 2018 3831 Night Heron Dr. Winter Park, FL 32792 18.0.11 RSU16202 Sanford, FL Phone: 407 629 - 6920 Fax: (407 - 2018-Apr-11 16:39:25 www.OneStopCooling.com 629 9307 ...Pensacola ALHG AIMbath - E.rup p) (01, R 5-0- RECORD COPY VA J DESCRIPTION AS FURNISHED: Lot 211, 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: Park Square Enterprises, LLC (a Delaware Corporation); Winderweedle, Haines, Ward & Woodman, PA; Attorneys' Title all Insurance Fund; Bank of America LOT 188 LOT 167 LOT 189 NIN- (p j ' 6 S 00°16'S7"' E DATE tiy' 60.00' Ok to construct single family home with setbacks and impervious area shown on plan. 38 • e `/O . PQvlswc ola - A C-rL f LOT 211 31.80' 10.00' 11.3 14.0' 10.00' c LANAI to 14.7' Z PROPOSED RESIDENCE Tr tip CTI A W PENSACOLA - A A WpGARAGELEFT LOT 210 a N 6.50' CONC 5.3' a e 14.0' 10.00' K ENTRY Cv 12.7' ,o 10.00' 20.7' DRIVE J 35.87' { 25.2C' 1 -4. — J,5 20' L SETBACKS AS FURNISHED FRONT = 25'(•) REAR = 20' SIDE - 5' (40' LOT) 7.5' (60' LOT) 10' (75' LOT) SIDE STREET - 25' (60' dt 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 G V- = PROPOSED DRAINAGE FLOW Qy LOT GRADING TYPE A PROPOSED F.F. PER PLANS - 25.7 10' UTIL. ESMT. WALK CURB S 00°16 "57" E (9.8.) 60.00' LOT 212 rti7 412.56' P.C. NIGHT HERON .DRIVE 50' PRIVATE R/W) PLOT PLAN ONLY PLOT PLAN AREA CALCULATIONS NOT A SURVEY' FLATWORK ON/OFF LOT - TOTAL t SQUARE FEET FLATWORK - DRIVE 403/ 110- 513 t SQUARE FEET FOUNDATION/PAD 1,975 t SQUARE FEET WALKS 42/ 300= 3421 SQUARE FEET REAR PATIO 117 t SQUARE FEET S00 4,235/ 250 = 4,485 t SQUARE FEET FRONT PORCH DECK 97 t SQUARE FEET POOL DECK N/A t SQUARE FEET NOTE: FRONT SIDEWALK AND STREET LOCATION TAKEN FROM PLANS PROVIDED BY CLIENT • NOT FIELD VERIFIED CRUSE)VMEM?-SCOTT & ASSOC, INC. - LAXD SURVEYORS LCGCND - LEGEND - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 Pr PLAYGICLD POH.. lY. POINT ON LINE TYPICAL NOTES I.P. IRON ODIRONROD PR.0 HAIL CURVATUREPOINTOFCOMPOUNDPOINTWCOMPOUNDCURVATURE 1. THE UNDERSIGNED DOES HEREBY CVMFV THAT THIS SURVEY MECTS THE STANDARDS OF PRACTICE SET FORTH BY THE RORIOA BOARD OF C HOD RADIAL PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER W-17 FLORIOA ADMINISHNRVE CODE PURSUANT TO SECTION 477.027. FLORIDA STATUES SETCLMCRCTCSETlA. 459ENT1/2• IR../PLO AS9i NJLHit NONI-RNON -RADIAL 2. VM65 EMBOSSED IYITN SURVEYOR'S SIGNATURE AND ORNGUW. RAISED SEW 17415 SURVEY AIAP OR CODES ARE NOT VAU0. REC. RECOVERED VA VITHCSS POINT 3 THIS SURVEY WAS PREPARED FROM TITLE WFORMAITON FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIGNS P.O.O. POINT Or BEGINNING CALL. CALCULATED OR EASEMENTS THAT AFFECT MIS PROPERTY. P.O.C. POINT Or CONNCNCCKENT PJtx CRNANENT RErCRCNCE MONUMENT 4, NO UNDERGROUND NPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. i NAIL L DISKRAIL & DISK rF. BUILDING rLODRSETIA ELEVATIONBENDINGSETBACKLILAC THIS SURVEr IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERMED TO D SHOULD NOT BE REUED UPON BY ANY OTHER ENRTY. R/VNLD Y It^ µNCHMARK DIMENSIONS SHOWN OF IMPROVEXIENIS _ SHOULD NOT BE USED 1'O RECONSTRUCT BOVNOMY ONES. CSHT. CArSEMENT VCSC BEARING 7. BEARINGS. ARE BASED ASSUNEO WNY D [ LINE SHOWN AS BASE BEARING (B.B.) DRAIN DRAIHAGC S ELEVATIONS t SHOWN. ARE BASSO ON U410M CEOOCTIC VERTICAL DAnat OF 1D20, UNLESS OTHERNISE NOTED. UTCLFE. vDJC U11LI7YCHAINLINK FENCE VOOD rENCC D. CER11F1GUF OF AURpRIL/110N No. 4SDB. C/o CONCRETE TRACK SCALE I-- I' . 20 ----4 DRAWN LTY: • A, P.0P.I. POINT DF CURVATURE POINT Or TANGENCY CI:RTIFlED BY: DATE ORDER No. DCSG. OEDSCRIPTION PLOT PLAN 04-0J-2018 2018-18 L ARC LCNGTN 0 DELTA C CHORD C.D. CHORD BEARING NORTH THIS BUILD/NO\PROPERTY DOES NOT LIE WITHIN -- --- - ---T- 04 - - - THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER nRM' K. USENM R,4714 ZONE X. MAP / 12117CO090 F (09-28-07) SC017. .L.S / 801 Filename: PARK SQUARE 2572 PENNSACOLA.rrr . RECORD COPY Lighting and Small Appliance/Laundry Circuits Floor Area SmAppNo LaundNo Line Neutral 2570 2 1 Lighting Summary Standard 6,224 6,224 Optional 12,210 6,224 Ranges & Ovens Range No. No? Nameplate Line Neutral 1 1 8000 2 0 0 3 0 0 Range/Oven Summary Standard 6,400 4,480 Optional 8,000 4,480 Dryers0Vtt3i,6 -------- Dryer No. No? Nameplate Line Neutral SANFORD 1 1 5000 2 0 OFOARTM 3 0 Dryer Summary Standard 51000 3,500 Optional----------- 3----- 500--------# 1-8---'-9...... Heating and Cooling: Actual Number = 2 Name • M? Ph No Amps Volts VA HP Line Neutral 1 M 1 1 14.0 240 3,360 0 1M112.0 240 480 0 1M115.0 240 1,200 0 11111424013,360 0 M1114.0 240 3,360 0 2M112.0 240 480 0 2M115.0 240 1,200 0 21111424013,360 0 Heat/Cool Summary Standard 16,800 0 Optional 16,800 0 Fixed Appliances: Actual Number = 6 Name----- M? Ph No Amps Volts VA HP Line Neutral DISP 1 1 120 600 600----600 DISH1112012001,200 1,200 MICRO1112012001,200 1,200 WH1118.5 240 4,440 0 OPTPOOL11102402,400 .0 OPTPOOLHEAT11312407,440 0 FixedApplianceSummaryStandard12,960 2,250 Other Appliances: Actual Number = 0 Optional 17,280 2,250 NameM? Ph No Amps Volts VA HP Line Neutral Other Appliance Summary Standard 0 0 Optional 0 0 25- of Max Motor: Line is Std Only; Neutral for Both Maximum Phase Amps Volts 1 14 240 Heat/Cool Phase Amps Volts 1 14 240 Fixed Appl. Phase Amps Volts 0 Other Appl. Phase Amps Volts 0 Max Motor Summary Standard Only 840 0 Standard Line Neutral Total Total = 48,224 16,454 Maximum Amperage = 201 69 Service Voltage = 240 Service Phase = 1 Optional Line Neutral Total Total = 39,796 16,454 Maximum Amperage = 166 69 Service Voltage = 240 Service Phase = 1 D Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® prCORD COPY RE: PSQ2572A-T - Park Sq / 2572-PENSACOLA-A TRAY MITek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: PARK SQUARE HMS Project Name: PSQ2572A-T Model: PENSACdMa2906)TWW CLG Lot/Block: 211 Subdivision: WYNDHAM PRESERVE 60' Address: 3831 NIGHT HERON DR. City: SANFORD State: FLORIDA Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License M 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: 55.0 psf This package includes 46 individual, dated 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. Seal# ITruss Name Date No. Seal# Truss Name Date 1 T13260243 lA1 2/16/18 12 IT13260254 CJ5 2/16/18 2 T13260244 A2 2/16/18 13 T13260255 D1 2/16/18 3 T13260245 A3 2/16/18 14 T13260256 D2 2/16/18 4 T13260246 A4 2/16/18 15 T13260257 D3 2/16/18 5 T13260247 B1 2/16/18 16 T13260258 E1 2/16/18 6 IT13260248 B2 2/16/18 17 T13260259 JE2 2/16/18 7 IT13260249 B3 2/16/18 118 T13260260 IE3 2/16/18 8 IT13260250 C1 2/16/18 19 T13260261 JE4 2/16/18 9 T13260251 C2 2/16/18 20 T13260262 JE5 2/16/18 10 IT13260252 CJ1 2/16/18 21 T13260263 E7 2/16/18 11 IT13260253 CJ3 2/16/18 22 T13260264 IF1 2/16/18 18- 1921 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 ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. J1IIIl1/I/ No 39380 t = p '.. STATE OF QJ ssi0NA ' ? Thomas A Albanl PE No.39380 Welt USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Data: February 16,2018 Albani, Thomas I of 2 ti RE: PSQ2572A-T - Park Sq / 2572-PENSACOLA-A_TRAY Site Information: Customer Info: PARK SQUARE HMS Project Name: PSQ2572A-T Model: PENSACOLA - 2572 A / TRAY CLG Lot/Block: 211 Subdivision: WYNDHAM PRESERVE 60' Address: 3831 NIGHT HERON DR. City: SANFORD State: FLORIDA No. Seal# ITruss Name I Date 23 T13260265 IF2 2/16/18 24 T13260266 JF3 2/16/18 25 T13260267 JF4 2/16/18 26 T13260268 IF5 2/16/18 27 T13260269 JF6 2/16/18 28 IT13260270 JF7 2/16/18 29 IT13260271 JF8 2/16/18 30 IT13260272 IF9 2/16/18 31 IT13260273 IF10 2/16/18 32 IT13260274 JG1 2/16/18 33 IT13260275 JG2 2/16/18 34 IT13260276 JG3 2/16/18 35 IT13260277 IGS 2/16/18 36 IT13260278 1-11 2/16/18 37 IT13260279 1112 2/16/18 38 IT13260280 JJ5 2/16/18 39 IT13260281 JJ6 2/16/18 40 41 IT13260282 IT13260283 IR JJ7T 2/16/18 2/16/18 42 IT13260284 JKJ5 2/16/18 43 T13260285 KJ7 2/1618 44 T13260286 KJ58 2/16/18 45 T13260287 L1 2/16/18 46 T13260288 V1 2/16/18 2 of Job Truss Truss Type Oty Ply Park Sq / 2572-PENSACOLA-A TRAY T13260243 PS02572A T Al HIP 1 o Reference (optional Mid-Flonda Lumber, Barlow. FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Fri Feb 16 13:11:13 2018 Page 1 I D:79kW7 HBfw6C4uYz IMIgLLy3mse-242ugRgO7zOolaDrgdy70pDIGE54u4TSuMUVz6zkYoi lslau fi0 2.9+2 32 3.11A 3.118 a1a0 S-0-0 -04 4.57 4.57 4•s7 3.412 311.4 0.1.7 Scale - 1,019 ax12 = 6x12 = Sxa = 7x6 = 2x4 II 7xa = 4xB = 4x4 = 6 00 LV- 3 4 26 5 6 7 a 9 10 rit.- - ra ffl -4 Ira9N -Eh- 1KNEI iw 4x6 = 23 22 21 2x4 I IUS = 2x4 II 17 US = 5x16 = 5x6 1 oo 12 US \\ 6x14 MT20HS = 8x12 MT20HS = a 16 15 14 4x6 = 1000 = 5x6 MT20HS = 3x6 = 15-10-12 20-11.12 7.00 NJI-0 14.1a12 1 19.3.1 11.4 2sll.t2 3 31.5.3 3s1a0 4a40 47.4.0 7L0 3.71.E 3.11a 10- 3.4-s 1.63 sae 4 •7 0.1.7 0.1a0 1•S7 4-57 4•S7 7.0.0 Plate Offsets (X.Y)- 15:0.3-0.D-4-8). 17:0.3-0.0.4-81.115:0-2-12.0-3-01.117 0-2-8.Edoel. 118 0-3-4.0-3-81,120 0-5-8.0-241, f21.0-2-8.Edgel.124 D-2-0.0-0.121. 125:0.2-0.0.2-01 LOADING (psf) SPACING- 14-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 070 Vert(LL) 0 85 18-19 661 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.83 Vert(CT) 1.69 18-19 331 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.91 Horz(CT) 0.44 12 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 580 lb FT = 0% LUMBER - TOP CHORD 2x6 SP No.2 'Except* 10-13.1-3: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 'Except* 18-20: 2x4 SP DSS, 15-17: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 4-20.8-18,20-22: 2x4 SP No.2, 16-18: 2x4 SP No.1 REACTIONS. Ib/size) 1=3234/0-7-8.12=3302/0-7-8 Max Horz 1-52(LC 6) Max Uplift 1=1013(LC 8), 12=1061(LC 8) Max Grav 1=3502(LC 13),12=3560(LC 14) BRACING - TOP CHORD Structural wood sheathing directly applied or 3.2-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-7-13 oc bracing. FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 34=-8783/2702, 4.5=-14801/4508, 5.6=-17042/5151, 6-7=17042/5151, 7-8=-16720/5081, 8-9=-10982/ 3352, 9-10=9053/2783, 10-11=-6967/2116, 11-12=-6831/2057, 1-2=6831/ 2073, 2-3=-6980/2127 BOT CHORD 1- 23=-1759/5975, 22-23--1825/6294, 21-22=112/375, 19-20=4458/14986, 18-19=5055/ 16949, 16-17=131/436, 15-16=2684/9043, 14-15=-1816/6246, 12-14=-1741/ 5936 WEBS 4-20=- 2149/7155, 5-20=4349/497, 7-18=542/259, 8-18=1990/6617, 8-16=3853/1246, 9.16=-724/ 2468,9.15=2087/719,10-15=1105/3573,11-14=-127/396,4-22=-4403/1402, 3.22--1041/ 3381, 2-23=-121/405, 6-19=795/376, 5.19=-642/2273, 20.22=-2581/8738, 16-18=3211/ 10843 NOTES- 1) 2- ply truss to be connected together with 1Dd (0.131"x3') nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at D-9-0 oc. Bottom chords connected as follows: 20 - 1 row at 0-9-0 oc. Webs connected as follows 20 - 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; Vuh=140mph (3-second gust) Vesd=108mph; TCDL=4.2ps1; BCDL=3.Ops1; h=25ft; B-45ft; L=24R; eave-6N; 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) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3.6-0 tell by 2-0-0 wide will fit between the bottom chord and any other members 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except Gt=lb) 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. Thomas A. Albani PE No.393 0 MITak USA, Inc. FL Cori 9934 904 Parks East Blvd. Tampa FL 33610 Date: February 16, 2018 AWARNING - Verify design parameters and READ NOTES ON TIOS AND INCLUDED MITEK REFERENCE PAGE M11.7473 raw. 10,OY2015 BEFORE USE. ' wwww • Design valid for use only with MIT09 connectors This design Is based only upon parameters drown, and Is for an Individual buading component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design into the overact building design Bra" Indicated Is I.prevent buckling of indlvldual buss web aM/or chord members only. Additional tempaery end permanent bracing M iTek' Is akxaya requiredlotStabilityandtopreventcollapsewdhpossiblepersonalInjuryandpropertydamage. For general guldence regarding the fabrication, storage, deWery• erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DS829 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Instihoe. 21e N Lee Street, Suite 312. Nexandds, VA 22314. Tamps, FL 38610 Job Truss Truss Type Oty Ply Sq A / 2572-PENSACOLA-TRAY T13260243 PS02572A-T Al HIP 1 ParkReference loolional) Mid -Florida Lumber, Bartow, FL. 0.130 s Sep 15 Z017 Wait Industries, Inc. Fri Feb i6 i3n ia3 wits rage z ID.79kW7HBfw6C4uYzIMIgLLy3mse-242ugRg07zOolaDrgdy7QpDtGE54u4TSuM Wz6zkYoi NOTES- 10) Girder carries hip end with 7-0-0 end setback. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 531 lb down and 227 lb up at 404-0, and 531 lb down and 227 lb up at 7-0-0 on top 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- 3-10=-106(F=-66), 10.13=-40, 1-21=35(F=22), 18-20=-35(F=22), 12-17=-35(F =22), 1-3=-40 Concentrated Loads (lb) Vert: 10=385(1`) 3=385(F) 0 wARN/No - Verify design parameters and READ NOTES ON TWS AND INCLUDED 110TEK REFERENCE PA E ARAT473 rev. 100=015 BEFORE USE. werew • Design valid for use only with MITOM 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 appllcabibty, of design parsmeters and property Incorporate this design Into the overall building design Bracing Indicated la to prevent buckling of Individual truss web andlor chord members only. Additional temporary and permanent bracing Welk' 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 ANSUTPl1 Quality Criteria, DSB49 and BCSI Building Component 8904 Parke East Bind Safety Information available from Truss Plate InslbNe, 218 N. Lee Street, Suits 312. Alexandria. VA 22314. Tampa, FL 36510 Job Truss Truss Type Oty Park Sq / 2572-PENSACOLA-A TRAY jPly T73260244 PS02572A-T A2 MONO HIP 1 1 Job Reference (optional) Mid -Florida Lumber, Barlow. FL. 5.10.13 f-0-0 5.5-12 4-11.8 0.7.12 4-24 e.Tsu s beg a zut f MI ieK mausmes, mc. rn reD 10 1J:11:rq zutb rape t Is6jcOn101 y3ms6 WGcG2nhemHYINjo2DKTMz 1 mOvdOxdVbc7OD2VZzkYoh 34 38-0 42$ 12 47.4-0 8 e 3b 3.7 8 4-2.12 4-9 4 40 Sx8 = 34 = Sx5 = 3x6 = 4x6 3 74 425 5 6 7 Scale a 1:81.9 3x6 = _ 1.' 826 27 95 6 00 LiL imn 4x6 = 20 19 2x4 II 6x8 = ex10 ff.*KFIP 3x8 — 20 II 15 14 5x6 \\ 7x8 = 802 MT20HS = 2x4 G 2 10 rd_ 23 d tt tdl412 " 13 4x6 = 6x10 = Plate Offsets (X,Y)- [3:0.6-0,0.2-8], [5 0.2-8,0-3-41, [9:0-2-8,0-2-4], [14:0.2-O,Edge), [75 0-2-8,Edge], [16:0.4-4,0.4-0), [18 0-3-12,0-2-8], [19:0.2.8,Edgel, [21 0-2-0,0-0-12], LOADING (psf) SPACING- 2-0- cCSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1,25 TC 084 Vert(LL) -063 16-17 >888 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 098 Verl(CT) -1 29 16-17 >436 180 MT20HS 187/143 BCLL 0.0 Rep Stress Inor YES WB 0.98 Horz(CT) -0 38 1 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-S Weight: 268 lb FT = 0% LUMBER- BRACING - TOP CHORD 20 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied 3. 5,5-9 20 SP No.1 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 20 SP No 2 'Except' 16- 18.1-19,11-14:2x4 SP No 1 WEBS 20 SP No.3'Except' 3- 18.14-16,18-20. 2x4 SP No.2 REACTIONS. ( lb/size) 1=1867/0.7-8, 11 = 196910-7-8 Max Horz 11=-98(LC 10) Max Uplift 1=-443(LC 12), 11-516(LC 12) FORCES. ( lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 9-10=-3332/1108, 10-11-3546/1193, 3.4--5307/1765, 4-5=6104/1990, 5.6=6111/1993, 6- 7=6065/1997, 7-8=-4276/1451, 8-9=-2963/1046, 1-2=3557/1198, 2-3-3350/1108 BOT CHORD 13-14=1106/3708, 11-13=-1008/3063, 17-18=1592/5343, 16.17--1825/6104, 1- 20=-1007/3090 WEBS 9-13=-347/1226, 5-17=384/194, 7-14=-1707/561, 3-20=311/124, 3-18=-886/2781, 4- 17=-247/945,4-18=-842/325, 6-16=-348/159, 14-16=-1286/4338. 7-16=696/2286, 18- 20=-817/2857, 8-13=1279/440, 8-14-277/988 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind. ASCE 7-10; Vuh=140mph (3-second gust) Vesd=108mph; TCDL-4.2psf, BCDL-3.Opsf; h-25ft; B=45ft; L=24ft: eave=6ft; Cat. This item has been It: Exp B; Encl., GCpi=0.18: MWFRS (directional) and C-C Exterior(2) D-3-12 to 3-3-12, Interior(1) 3-3-12 to B-11-15, Exterior(2) 8- 11-15 to 42-8-11. Interior(1) 42-8-11 to 4"-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber electronically signed and DOL= 1.60 plate grip DOL=1 60 sealed by Albani, Thomas, PE 3) Provide adequate drainage to prevent water ponding. using a Digital Signature. 4) All plates are MT20 plates unless otherwise Indicated Printed copies of this 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. document are not considered 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 re between the bottom chord and any other members. signed and sealed and the 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 011=1b) signature must be verified 1= 443, 11=516. On any electronic co ieS. Thomas A Albani PE No.39360 MTek USA, Inc. FL Carl 6634 004 Parke East Blvd, Tampa FL 33610 Date: February 16,2018 AWARNING - Verify design parameters and READ NOTES ON TOGS AND INCLUDED WTEK REFERENCE PAGE M11.7473 rw. 10103120115 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 Wilding designer must verily the applicability of design parameters and popeiy Incorporate this design Into the overall building design Bracing Indicated Is to buckling of Individual truss web andror chard members only Additional temporary and permanent bracing Mire k' preventis slways required for stability and to prevent collapse with possible personal Iniury and property damage For general quittance regarding the febricall on. storage. delivery. erection and bracing of trusses and truss systems, see ANSVTPIII Quality Criteria, D5049 and BCS1 Building Component 69W Parke East Bald. eafaty lnfomutlon available from Truss Plate Institute, 218 N. Lee Street. suits 312, Alexandria, VA 22314. Tampa, FL 36810 Job Truss Truss Type Oty Ply Park Sq / 2572-PENSACOLA-A TRAY T73280245 PSO2572A-T A3 MONO HIP 1 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries. Inc Fri Feb 1613.11:16 2018 Page 1 ID:xYsHYzCvSjso8s6jcOnIO ty3msc-SfkOSTIAuoNc1 xOLIWg2SrNNR5b5O3uaKi9aRzkYof I '12 S2.4 3.10.112 •0. S&t2 4-74 4-e-2 4.42 5.0.112 5.11.4 .1.0 nn Sx8 = 34 = Sx5 = US = 3x6 = 5x6 3 24 425 5 6 726 8 6 00112 Scale = 1:83 4 0 11 I R 4x6 = 21 20 19 20 11 US = 2x4 Is 14 13 12 4x6 II 2x4 II 5x10 = 5x8 i 0p t2 Sxg __ 7x8 6x8 = 34 = 20 II 74 1101" PAVINFA, 151412 5412 11-0-0 1"1412 1 9• 21-4-0 2§J 12 11. 2 21.7.14 39.1-0 1740 5.9.12 5.2.4 31412 41441.7 M-12 1.7J 1•b2 4-0.2 a.412 5.11JVV2 Plate Offsets (X.Y)- 13.0-6-0.0-2-81. 15.0.2-8.0-3-41.18 0-6-0.0-2-81. 115.0-2-8.Edoel.116:0-2-0.0-2-41, 118:0-2-4.0.3-01. 119:0.2-B.Edoel. 122:0-2-0.0-0.121, 123:D-2-0.0.2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vde11 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 078 Vert(LL) 0.47 16-17 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.84 Vert(CT) 0.97 16-17 581 180 BCLL 0.0 Rep Stress Incr YES WEI 0.92 Horz(CT) 0.33 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 282 Ile FT = 0% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2.2.0 oc purlins. BOT CHORD 20 SP No 2'Except* BOT CHORD Rigid ceiling directly applied or 5-4-8 oc bracing. 16-18: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 14-16,18-20: 20 SP No.2 f REACTIONS. (lb/size) 1=1867/0.7-8, 10=1969/0.7-8 " Max Horz 10=-117(LC 10)• Max Uplift 1=-443(LC 12), 10=516(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3.4=-4150/1413, 4-5=4769/1593, 5-6=-4775/1596, 6-7=4726/1595, 7-8=-3480/1224, 8-9=3181/1082, 9.10=-3596/1150, 1-2=3610/1154, 2-3=3193/1078 BOT CHORD 1-21=-964/3137, 20.21=-964/3137, 17-18=-1197/4166, 16.17=-1383/4747, 13-14=-800/2784,12-13=-96313105,10-12=-963/3105 WEBS 4-18=805/303, 6-16=-382/164, 7-14=1510/523, 8-14=-357/1150, 8-13-71/335, 9-13=-383/191, 3-20=-525/155,2-20=408/202, 3-18=669/2152, 5-17=-396/201, 14-16=-1004/3481,7-16=-524/1758,4-17=-221/836,18-20=-796/2820 a NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=140mph (3-second gust) Vesd=108mph; TCDL=4.2psf; BCDL-3.Opsf; h=25R; B=45ft; L=24R; eave=6ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-3-12 to 3-3-12, Interior(1) 3-3-12 to 11-0-0, Exterior(2) 11-0-0 to 40.6.15. Interior(1) 40-6.15 to 48-" zone,C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 This item has beenplategripDOL=1.60 3) Provide adequate drainage to prevent water ponding. electronically Signed and 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. sealed by Albani, Thomas, PE 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide using a Digital Signature. will fit between the bottom chord and any other members. Printed COpIBS Ot ills 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ile uplift at Joint(s) except Qt=lb) document are not Considered1=443, 10=516. signed and sealed and the signature must be verified on any electronic copies. Thomas A. Alban PE No.39380 Wilk USA, Inc. FL GA 6634 904 Parks East Blvd. Tampa FL 33610 Date: February 16,2018 AWARNING - Verify design parameters and READ NOTES ON TIOS AND INCLUDED a9TEK REFERENCE PAGE 01111-7473 rev. 10,110312015 BEFORE USE. Design valid for use only with MRek® connectors This design Is based only upon parameters shown, end Is for an Individual building component, not a tons system Before use, the bulldbnp designer must verily the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual lass web and/or chord members only Adddional temporary and permanent bracing k' WOWIsalwaysrequiredforstabildyandtopreventcollapsewithpossiblepersonalInjuryandpropertydamageForgeneralguidanceregardingthe fabrication, storage, delivery, eredion and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, 050d9 and BCSI Building Component 6904 Parke East Blvd. Safety Infomntlon available from Truss Plate Institute. 218 N Lee Street, Suite 312. Alexandds, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply Park Sq / 2572-PENSACOLA-A TRAY T13260246IPS02572A-T A4 HIP 1 1 job Reference (optional) Mid -Florida Lumber, Bartow, FL a. 30 s Sep to zU17 Mf 1 ex industries, inc. Fri Feb 16 13,11 it zUlt1 rage 1 ID:mretoHoJgyU2liAdOk3Aiy3nGL-wriOgojX2CwEEBWdvT13b10W1rTZgzs2p Si6tzkYoe 20.1.15 7-02--1 I 34j 48812 + 4794 5 1646.946-2-12 7.73 70..12 6. . 4 8-0 Scale - 1. 80 5 5x5 = 2x4 II 3x8 = 3x6 = Sx5 = r_ 3 25 26 4 5 6 27 726 18 17 15 14 12 11 4x6 _ 20 II 3x6 = 4x6 = 3x6 = 3x6 = 44 — 3x6 = 2x4 II 4x8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud TCLL 200 Plate Grip DOL 125 TC 0.92 VeM(LL) -0 28 14-15 >999 240 TCDL 10. 0 Lumber DOL 1.25 BC 0.73 Vert(CT) -059 14-15 >968 180 BCLL 0.0 Rep Stress Incr NO WB 0.56 Horz(CT) 020 9 nla We BCDL 10.0 Code FBC2017lrP12014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD 3.5,5. 7: 20 SP No. 1D BOT CHORD BOT CHORD 2x4 SP No 1 WEBS WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=1892/0.7-8, 9=1978/0-7-8 Max Hors 1=- 135(LC 6) Max Uplift 1- 316(LC 8), 9=366(LC 8) FORCES. (lb) - Max. Comp /Max. Ten - All forces 250 (Ib) or less except when shown TOP CHORD 1- 2=3746/640, 2-3=-3178/582, 3.4-3390/657, 4-6=-3390/657, 6-7=3389/656, 7-8=3173/ 579, 8-9=3729/628 BOT CHORD 1 - 18=-485/3313,17-18=-485/3313, 15.17=-338/2788, 14-15=-445/3389, 12-14=-335/2745, 11-12=472/ 3268, 9-11=47213268 WEBS 2-18=0/256, 2- 17=607/167, 3-17=40/504, 3-15=-1461984, 4-15=453/143, 6.14=-524/144, 7-14= 149/987, 7-12=-36/496,8-12=-592/156,8-11=0/253 PLATES GRIP MT20 244/190 Weight: 256 lb FT = 20% Structural wood sheathing directly applied. Rigid ceiling directly applied or 8. 11-11 oc bracing. 1 Row at midpt 6-15 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh= 140mph (3-second gust) VaSd=108mph; TCDL=4.2psf, BCDL=3 Opsl; h=15ft; B=45ft; L=24ft; 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) The Fabrication Tolerance at joint 1 = 0%, joint 5 = 0%, joint 16 = 0%, joint 2 = 0%, joint 18 - 0%, joint 17 - 0%, joint 15 = 0%, joint 3 0%, joint 4 = 0%, joint 6 = 0%, joint 14 = 0%, joint 7 = 0%, joint 12 = 0%. joint 8 = De.6, joint 11 = 0%, joint 13 = 0%, joint 9 = 0% 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 20.0ps1 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 = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1-316, 9-366. 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 coppies. Thomas A. Alban PE No.39390 MITak USA, Inc. FL Cort 9934 904 Parke East Blvd. Tampa FL 33910 Date: February 16,2018 Q WARNING • Verily dWpn penmetentand READ NOTES ON TAUS AND INCLUDED MITEK REFERENCE PAGE A11/•7473 ray. I&VY2015 BEFORE USE. wwww Design valid for use only with MiTeW connectors. This design Is based only upon parameters shown, and Is for an Individual building component. not w' a truss system. Before use, the buildingdesignermustverilytheapplicabibyofdesignparametersandpropertyIncorporatethisdesignIntotheoverallDuOdrngdesign. Bracing Indicated Is to prevent buckling of Individual truss web andlor chord members only. Additional temporary and pemunenl bracing M iTe k' Is always required for stability and topreventcollapsewithpossiblepersonalInjuryandpropertydamage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DS849 and BCSI Building Component 6904 Parke East Blvd. Solely Information available from Truss Plate InatllNe, 218 N. Lee street, Sube 312. Alexandria. VA 22314. Tampa, FL 36510 Job Truss Truss Type Oty Ply Park Sq / 2572-PENSACOLA-A TRAY T13260247 PS02572A•T B1 GABLE 1 1 Job Reference (optional) Mid -Florida Lumber, Barlow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Feb 16 13:11.19 2018 Page 1 ID:YS49jAKJNvSwXMOyssp7LYy3nGH•tEP95UInapAyTVg70u3Xg4T2VeKk17JLGIxpBmzkYoc 1-0-0 10A-0 + 20.8-0 12 1-0-0 10.4-0 10.4.0 Scale - 1.38.4 04 = q 30 = 22 21 20 19 18 17 16 15 14 30 = 5x5 = 2M-0 20-8-0 I Plate Offsets (X Y)- 118.0.2.8 0-3-01 LOADING (psp SPACING- 2-0-0 CSI. DEFL. in (loc) Vde l Ud PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 0.08 Vert(LL) -0.00 13 n/r 120 MT20 244/190 TCDL 100 Lumber DOL 1.25 BC 0.04 Verl(CT) -0.00 13 n/r 120 BCLL 0.0 ' Rep Stress Incr NO WB 0.05 Horz(CT) 000 12 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 105 lb FT - 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 20 SP No 2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing OTHERS 2x4 SP No.3 REACTIONS. All bearings 20-8-0. lb) - Max Horz 2=109(LC 6) Max Uplift All uplift 100 lbor less at joints) 2, 12, 19. 20, 21, 22. 17, 16, 15, 14 Max Grav All reactions 250 Ib or less st joints) 2, 12, 18, 19. 20, 21, 22. 17. 16. 15. 14 FORCES. ( lb) - Max Comp /Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuN=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B-45ft, L-2411, eave=2ft; Cat. It: Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL-1 60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/rPI 1. 4) All plates are 1x4 MT20 unless otherwise indicated. 5) The Fabrication Tolerance at joint 7 = 0%, joint 2 = 0%, joint 12 - 0%, joint 18 - 0%, joint 19 = 0%, joint 6 = 0%. joint 20 - 0%, joint 5 0%, joint 21 = 0%, joint 4 = 0%, joint 22 = 0%, joint 3 = 0%, joint 17 - 0%, joint 8 = 0%, joint 16 = 0%, joint 9 = 0%, joint 15 = 0%, joint 10 = 0%, joint 14 - 0%, joint 11 = 0% 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psi bottom chord live load nonconcurent with any other live loads. This Item has been 9) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. electronically Signed and 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint($) 2, 12, 19, 20, 21, sealed by Albani, Thomas, PE 22, 17, 16, 15, 14. 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. Thomas A. Albani PE No.39360 MITek USA, Inc. FL Cart 6634 6904 Perko East Blvd. Tampa FL 33610 Date: February 16,2018 AWARNING - Verily design parameters and READ NOTES ON TONS AND INCLUDED MITEK REFERENCE PAGE 011II.7473 rev. 16003,2015 BEFORE USE. ree— Design valid for use only with Mrek* connector* 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 vertly the applicability of design parameters and property Incorporate this design Into the overall building design Bracing Indicated Is to prevent Duckling of Individual truss web andlor chord members only Additional temporary and permanent bracing M iT®k Isalwaysrequiredforstabe4yandtopreventcollapsewithpossiblepersonalInjuryandpropertydamageForgeneralguidanceregardingthefabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI11 Quality Criteria, DS049 end SCSI Building Component 6904 Parke East Blvd Safaly Information available from Truss Plate Institute. 21S N. Lee Street, Sidle 312. Alexandria. VA 2MI4. Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq / 2572-PENSACOLA-A TRAY T73260248 PS02572A-T B2 FINK 2 1 oil Reference (optional Mid-Florida Lumber, Barlow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Feb 16 13:11:20 2018 Page 1 ID:YS49)AKJNvSwXMOyssp9LYy3nGH-LOzXlglPL7lp5eFCebamD107X 2R91 OLU VygMjCzkYob 1-0-0 5.5-4 10-4-0 15.2.12 20.8.0 218-0 1 -0 5.54 4.10.12 4-10.12 5.5.4 1-0-0 1 Scale - 1,37 7 40 = 40 = 5xS = 40 = 10A.0 + 20.8-0 i IOA-0 10.4-0 LOADING (psi) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 051 TCDL 10.0 Lumber DOL 1.25 BC 1.00 BCLL 0.0 Rep Stress Iner YES WB 0.26 BCDL 10.0 Code FBC2017lrP12014 Matrix -MS LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No 2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 6=891/0-7-8, 2=891/0.7-8 Max Hoyt 2=109(LC 7) Max Uplift 6=175(LC 8). 2=-175(LC 8) FORCES. (lb) -Max Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1395/263, 3-4=1046/197, 4-5=1046/197, 5-6=-1395/263 BOT CHORD 2-8-16511223, 6-8=-165/1223 WEBS 3-8=415/147, 4-8=77/630, 5.8=415/147 DEFL. in (loc) VdeO Ud PLATES GRIP Vert(LL) -018 8-11 >999 240 MT20 244/190 Vert(CT) -0.39 8-11 >632 180 HOR(CT) 0.04 6 n/a We Weight: 92 lb FT - 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-6-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 14-12 oc bracing. 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. It: Exp B; Encl.. GCpi=0.18, MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) The Fabrication Tolerance at joint 6.0%, joint 8 = 0%, joint 3 = 0%, joint 4 = 0%, joint 5 = 0%, joint 2 - 0% 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=Ib) 6=175, 2=175. Ig 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. . Thomas A. Albani PE No.393 0 MITsk USA, Inc. FL CM $634 6804 Parks East Blvd. Tampa FL 33610 Date: February 16,2018 AWARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M0.7473 rev. 10103V2013 BEFORE USE. ' Design valid for use only with MlTskm connectors. This design Is based only upon parameters shorn, and Ile for an Individual building component, hot a loos system. Before use, the building designer must vent' 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 chard members only. Additional temporary and permanent bracing M iTe k' 1s always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the Imbrication, storage, delivery, erection and bracing of trusses and truss systems, we ANSVTPI1 Quality Criteria, OS049 and SCSI Building Component 6964 Parke East Blvd. Safety Information available from Truss Plate Insthuls. 21a N Lee Street, Suite 312. Alexandria. VA 22314. Tampa, FL 36810 Job Truss Truss Type Oy Ply Park Sq / 2572.PENSACOLA-A TRAY T13260249IPS02572A-T 83 FINK 4 1 b Reference (optional Mid-Florida Lumber, Bartow, FL 5.14 4.10-12 8.130 s Sep 15 2017 MiTek Industries. Inc. Fri Feb 16 13.11 21 2018 Page 1 ID:YS49jAKJNvSwXMDyssp7LYy3nGH-pdXvWAm16ROgiog081571VYH1 SnmmredkcOwFfzkYos 40 = 5-5-4 1-0-0 . Scale = 1 37.1 30 = 5x8 = 40 = 04 10-M 104.0 LOADING (ps" SPACING- 2-0-0 CS1. TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 TCDL 10.0 Lumber DOL 1.25 BC 0.97 BCLL 0.0 Rep Stress Incr YES WB 0.26 BCDL 10.0 Code FBC2017lrP12014 Matrix -MS LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 20 SP No.3 REACTIONS. (lb/size) 1=812/D-7-8, 5=879/D-7-8 Max Horz 1=105(LC 6) Max Uplift 1=-135(LC 8). 5=-174(LC 8) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2--1344/258, 2-3=-1013/194, 3.4=1016/194, 4-5=-1366/261 BOT CHORD 1-7=-158/1151. 5-7=162/1198 WEBS 2-7=371/142, 3.7=73/601, 4-7=416/147 DEFL. in (loc) Uden Ud PLATES GRIP Vert(LL) -019 7-13 >999 240 MT20 244/190 Vert(CT) -0.40 7-13 >605 180 Horz(CT) 0.04 5 n/a n/a Weight: 90 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-6-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10. Vult=140mph (3-second gust) Vesd=108mph; TCDL=4.2psf: BCDL-3.Opsf; h=15ft: 8=45ft; L=24ft: eave=6n; Cat. It: Exp B. Encl. GCpi=0.18, MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) The Fabrication Tolerance of joint 1 = 0%, joint 5 - 0%, joint 7 - 0%, joint 2 = 0%, joint 3 = 0%, joint 4 = 00% 4) This truss has been designed for a 10.0 psf bottom chord live bad nonconcurtent with any other live loads. 5) ' This truss has been designed for a live load of 20 Opst 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) except (jt=lb) 1=135, 5=174. a 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 coies. Thomas A. Albani PE 119,39380 MiTek USA, Inc. FL CM 6634 904 Parks East Blvd. Tempe FL 33610 Date: February 16,2018 O WARNING - Verily d*stgn parameters and READ NOTES ON INS AND INCLUDED 119TEn REFERENCE PAGE 11,11I47473 rev. 1NO3/2016 BEFORE USE. wwww Design valid for use only with Wake connectors This design Is based only upon parameters shown, and la for an Individual building component, not truss system Before use, the bustling designer must verify the applicability of design parameters and property Incorporate this design Into the overact trading design. Bracing Indicated is to prevent buckling of Individual truss web andlor chord members only. Additional temporary and permanent bracing MiTek• Is always required for stsbs4y and to prevent collapse with possible personal Injury and property damage For general guidance regarding the fabrication, storage. delivery, erection and bracing of truss** and truss systems, see ANStrrPI1 Ouslby Criteria. OSBd9 and SCSI Building Component 6904 Parks East BIN, Safely Information available from Truss Plate Institute, 218 N. Lee Street. Suss 31Z Alexandria. VA 22314. Tampa. FL 36010 Job Truss Truss Type 0ty Park Sq / 2572-PENSACOLA-A TRAYly T73260250 PS02572A-T C1 MONO HIP 1 1 Job Reference (optional) Mid-Flonda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MITek Industries, Inc. Fri Feb 16 13.11:22 2015 Page 1 ID:YS491AKJNvSwXMOyssp7LYy3nGH-Hp5HjWnhkYXKyPahOcElj5S2s81V LanyG9To5zkYoZ 1-0-0 5-0-0i 8.7-8 t 0 0 i ". 0 1.7.8 Scale - 1.19.8 04 = 1 5x4 II 3 4 5 30 = 1 5x4 II 5.1.12 1-5 12 LOADING (psf) TCLL 20.0 SPACING- 2-0-0 Plate Grip DOL 125 CSI. TC 0.57 DEFL. Vert(LL) In 0.15 loc) 6-9 Udell 505 Ud 240 PLATES GRIP MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.92 Vert(CT) 0.33 6-9 234 180 BCLL 0.0 ' Rep Stress Ina NO WB 0.08 Horz(CT) 001 2 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -MP Weight 29 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 20 SP NoAD WEBS 20 SP No.3 BOT CHORD REACTIONS. (lb/size) 2=413/0-7-8.5-474/0-7-8 Max Horz 2=93(LC 8) Max Uplift 2=-81(LC 8). 5=-131(LC 8) Max Grav 2=413(LC 1), 5=508(LC 13) FORCES. (lb) - Max Comp./Mau. Ten - All forces 250 (lb) or less except when shown. WEBS 3-6=443/165 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 8-1-14 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind ASCE 7-10; VuR=140mph (3-second gust) Vesd=108mph: TCDL=4.2ps1; BCDL=3 Opsf; h=151Y B=45R; L=24h; eave=6ft; Cat. It: Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip D01-0.60 3) Provide adequate drainage to prevent water ponding. 4) The Fabrication Tolerance at joint 2 - 0%, joint 5 = 0%, joint 3 = 0%, joint 4 = 0%, joint 6 = 0% 5) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 7) Provide mechanical connection (by others) o1 truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) 2 except Gt=lb) 5-131. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 229 lb down and 86 lb up at 5-0-0 on top 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) Deed + Roof Live (balanced): Lumber Increase=1 25. Plate Increase=1.25 Uniform Loads (pit) Vert: 5.7-32(F=12), 1-3=60, 3.4=96(F=-36) Concentrated Loads (lb) Vert: 3=-175(F) 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. Thomas A. Albani PE No.39390 Milk USA, Inc. FL Cart 9634 904 Parke East Blvd. Tampa FL $3610 Date: February 16,2018 QWARNING - Verify das/gn parameters and READ NOTES ON Ties AND INCLUDED 49TEK REFERENCE PAGE 111/I.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 Indlvk1usl building component, not a truss system. Before use, the building designer must verily the applicabibty, of design parameters and property Incorporate this design Into the overall building design Bra" Indicated Is to buckling of Individual truss web and/or Nord members only. Additional temporary and permenerlt bracing M iTe k' prevent Is always required lot stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, eredbn and bracing of trusses and tons systems, see ANSVTPII Quality Criteria, DS849 and BCSI Building Component 3904 Parke East Blvd. Safety Information available from Truss Plete Institute, 218 N Lee Street, Suite 312. Mexandda. VA 22314 Tampa, FL 35010 Job Truss Truss Type O1y Ply Park Sq / 2572-PENSACOLA-A TRAY T73260251 PS02572A-T C2 MONO HIP 1 1 b Reference (optionall Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Fri Feb 16 13.11:23 2018 Page 1 I D.YS49jAKJNvSwXMOyssp9LYy3nGH-19fgwsole2gOy6_mFj8TgweciG WRE pYwBwvOKXzkYoY 5.10.8 6-7-0 5-10.8 0.M Scale = 1:21.1 4x4 = 1 50 II 4x4 = 06 = I "4 I ea- 6-04 0.B7.4 LOADING (ps, SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 TCDL 10.0 Lumber DOL 1.25 BC 0.76 BCLL 0.0 ' Rep Stress Ina NO WB 0.04 BCDL 10.0 Code FBC2017lrP12014 Matrix -MP DEFL. in (loc) Udell Ud PLATES GRIP Vert(LL) -0.08 4-6 >951 240 MT20 244/190 Vert(CT) -0.17 4-6 >450 180 Horz(CT) 0.00 4 n/a n/a LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 20 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=564/0-7-8, 4=564/0.7-8 Max Horz 1=84(LC 8) Max Uplift 1=-94(LC 8), 4=132(LC 8) Max Grav 1-568(LC 13),4=574(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Weight: 34 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) Vesd=108mph; TCDL-4 2psf; BCDL=3.Opsf: h=15ft; 8=45ft; L=24ft; eave=oft: Cat. If. 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) The Fabrication Tolerance at joint 1 = 0%, joint 2 = 0%, joint 3 = 0%, joint 4 = 0% 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except Qt=lb) 4-132. 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 Increase0.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=114(F=-94), 1-2=-60, 2-3=60 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. Thomas A. Albani PE No.39 MiTek USA, Inc. FL Cert 6634 9904 Parke East Blvd. Tampa FL 33610 Date: February 16,2018 A WARN/NO - VMry deslpn parametws end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.74177 rev. 10003,7015 BEFORE USE. Design valid for use only with MrrekV connectors This design Is based only upon parameters shown, and Is for an Individual building component• nel a truss system Before use, the building designer must verily the applicability or design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual trust web andfor chord members only. Additional temporary and permanent bracing M iT®k Is shays 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 ANSIRPIt Quality Criteria, DSB49 and SCSI Building Component 6904 Parke East Bind Safety Informallon available from Truss Plate Institute, 218 N. Lee Street. Suite 312. Alexandda, VA 22314. Tampa. FL 36610 Job Truce Truss Type Oy Ply Park Sq / 2572-PENSACOLA-A TRAY T13260252 PS02572A-T CJ1 JACK 16 1 b Reference (optional) Mid -Florida Lumber, Bartow. FL. 8.130 s Sep 15 2017 MTek Industries, Inc Fri Feb 1613:11:23 2018 Page 1 ID:OfeXwW Lx8Dan8W bBQZKEtmy3nGG-171gwsole2gOy6_mFjOTgwekeGhE E p6wBwvOKXzkYoY 1-0-0 LOADING (par) SPACING- 2-D-0 CSI. TOLL 20.0 Plate Grip DOL 1.25 TC 0.07 TCDL 10.0 Lumber DOL 1.25 BC 0.01 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 BCDL 10.0 Code FBC2017rrP12014 Matrix -MP LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 REACTIONS. (lb/size) 3=8/Mechanical, 2=138/0-7-8, 4=3/Mechanical Max Horz 2=36(LC 8) Max Uplift 3=2(LC 5), 2=-64(LC 8), 4=-3(LC 1) Max Grav 3=9(LC 13), 2=138(LC 1). 4=12(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown Scale = 1,7.0 20 = DEFL. In (loc) Well Ud PLATES GRIP Vert(LL) 0.00 7 >999 240 MT20 244/190 Vert(CT) 0.00 5 >999 180 Horz(CT) -0.00 4 n/a n/a Weight: 5 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc puffins. 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=4.2ps1; BCDL=3.Opsf; h=15ft; 8=45ft; L=24ft, eave=6h, Cat. II; Exp B; Encl., GCpi=O 18, MWFRS (directional), Lumber DOL=1 60 plate grip DOL=1.60 2) The Fabrication Tolerance at joint 2 - 0% 3) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3, 2, 4. 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. Thomas A. Albani PE No.393 o Wall USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 16,2018 WARNING - Verify design paromerra and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE FADE MY -I M rw. IWM015 BEFORE USE. Design valid for use only with MIT09 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 verily the applicability of design parameters and property Incorporate this design Into the overall building design Bracing Indicated Is to buckling of Individual truss web and/or chord members only. Adddionsl temporary and permanent bracing M iTek' prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the fabrication, storage, delivery, erecllon and bracing of trusses and truss systems, no ANSM11 Quality Criteria, DSO-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Insthute. 218 N Lee Street. Suite 312. Alexandria. VA 22314. Tampa, FL 36610 Job Truss Truss Type 0ty Ply Park Sq / 2572-PENSACOLA-A TRAY T13260253 PS02572A-T CJ3 JACK 18 1 Job Reference (optional) Mid -Florida Lumber, Barlow, FL. 8.130 s Sep 15 2017 MiTek Industries. Inc. Fri Feb 16 13,11:24 2018 Page 1 ID OfoXwWLx8Dan8Wb8OZKElmy3nGG-DCD28CpwPMoEaGZzpRfIN8Av6fOOzGM40eeeszzkYoX 1-0-0 3-0-0 Scale. 1"=f 20 = LOADING (psQ SPACING- 2-0-0 CS1. DEFL. in loc) VdeO Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Verl(LL) -0 00 4-7 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1 25 BC 0.07 Vert(CT) -0 01 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 100 Code FBC2017lrP12014 Matrix -MP Weight: 11 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 BOT CHORD Rigid ceiling directly applied or 1D-0-0 oc bracing. REACTIONS. (lb/size) 3=70/Mechanical, 2=193/0-7-8. 4.35/Mechanical Max Horz 2=63(LC 8) Max Uplift 3=-26(LC 8), 2=54(LC 8) Max Grav 3=70(LC 1), 2=193(LC 1). 4=52(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) Vesd=108mph; TCDL-4 2psf; BCDL=3.Opsf; h=15ft; 8=45ft; L=24ft; eave=6ft; Cat. If. Exp B; Encl.. GCpi=0.18. MWFRS (directional); Lumber DOL-1.60 plate grip DOL=1.60 2) The Fabrication Tolerance at joint 2 = 0% 3) This truss has been designed for a 10 0 psi 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 Ib uplift at Joint(s) 3, 2 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. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6614 99N Parke East Blvd. Tampa FL 33610 Date: February 16,2018 AWARNING - Verify dastgn parameters end READ NOTES ON TIOS AND INCLUDED MITEK REFERENCE PAGE MI67473 M. 1&M915 BEFORE USE. wwww Design valid for use only with MITekB COnrneCtore This design la based only upon parameters shown, and Is for an Individual building Component. not w' nm atruss "am. Before use, the building designer ull verty the applicability of design parameters and property Incorporate this design Into the overall building design Bncing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing WOW eyerequiredforStabilityandtopreventcollapsewithpossiblepersonalInjurysetpropertydamageForgeneralguidanceregardingtheFabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria. DSB-69 and SCSI Building Component 6904 Parke East Bind Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314 Tempo. FL 30010 Job Truss Truss Type Oly Py Park Sq / 2572-PENSACOLA-A TRAY T13260254 PS02572A-T CJ5 JACK 14 1 job Reference (optional) Mid -Florida Lumber, Bartow, FL 8,130 s Sep 15 2017 MiTek Industries. Inc. Fri Feb 16 13:11:25 2018 Page 1 ID•UrCvBrLZv%Mtemg9K HrTOzy3nGF-hOnOLYpYAfx5BO79N8AxwLilF3KuijcDeEO700zkYOW i 1-0-0 I 5-041 Stale - 1,17 0 20 n 5-0.0 LOADING (psf) SPACING- 2-" CSI. DEFL. in loc) Uden Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.32 Vert(LL) -0.02 4-7 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 125 BC 0.25 Vert(CT) -0.D6 4-7 >999 180 BCLL 00 Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matnx-MP Weight: 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc pudins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 1D-0A oc bracing. REACTIONS. (lb/size) 3=127/Mechanical, 2=268/0-7-8, 4=64/Mechanical Max HOrz 2=91(LC 8) Max Uplift 3=-50(LC 8). 2=57(1_C 8) Max Grev 3=127(LC 1), 2-268(LC 1).4=91(LC 3) FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vun=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3 Opsf; h=15ft; 8=45ft; L-2411; eave=6ft; Cat II; Exp B; Encl., GCpi=0.18; MWFRS (directional): Lumber DOL=1.60 plate grip DOL-1 60 2) The Fabrication Tolerance at joint 2 = 0% 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) 3, 2. 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 coies Thomas A. Albani PE No.391 0 MiTsk USA, Inc. FL Celt 6634 904 Parke East Blvd. Tampa FL 33610 Date: February 16,2018 AWARNING - Varlly design parameters end READ NOTES ON INS AND INCLUDED AUTEK REFERENCE PAGE MIP7473 rev. 1092/2015 BEFORE USE. Design valid for use only with MRekm Connectors This design Is based only upon parameters shown, and Is for an Individual building component, ncd a truss system Before use, the building designer must verify the appilubibty, of design parameters and property Incorporate this design Imo 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 retlulred for slabibly 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, 038-09 and SCSI Building Component 0904 Parke Fast Blvd Solely Information available from Truss Plate tnstituie, 218 N Lee Street, Sub* 312. Alexandria. VA 22314. Tamps, FL 36810 Job Truss Truss Type Oty Ply Perk Sq / 2572•PENSACOLA-A TRAY T73260255 PS02572A-T D1 GABLE 1 1 b Reference lootionall Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 Mrrek Industries. Inc. Fri Feb 16 13 11:26 2018 Page 1 ID:YS49jAKJNvSwXMDyssp7LYy3nGH•9aLoZtgAxz3yp7JLwshASZGFHTi2RAJNtu7hxszkYoV 1 •10-0 3-8-0 + 7-4-0 I 1 0-0 3-0-0 3-8-0 4x4 = 12 11 10 9 a 1 5x4 I I 1 x4 11 1 x4 11 1 x4 11 1 5x4 I I Scale - 125 7 1 3.8.0 3-"3-0 I 7 4-0 0 LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) War! Ud PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 011 Vert(LL) 000 7 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 006 Vert(CT) 0.01 7 n/r 120 BCLL 00 Rep Stress Incr NO WB 004 Horz(CT) 0.00 8 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -Ft Weight 43 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 20 SP No 2 WEBS 20 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. All bearings 7-4-0 lb) - Max Horz 12=103(LC 7) Max Uplift All uplift 100 lb or less ai joints) 12, 8, 11, 9 Max Grav All reactions 250 lb or less st joints) 12, 8, 10, 11, 9 FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals 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; Vult=140mph (3-second gust) Vasd=108mph, TCDL=4 2psF BCDL=3 Opsf; h=15h; B=45ft; L=24h; eave=2R, Cat. 11; Exp B; Encl.. GCpi=0.18; MWFRS (directional), end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL-1.60 3) Truss designed for wind loads In the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/fPI 1. 4) The Fabrication Tolerance at joint 4 = 0%, joint 12 = 0%, joint 2 = 0%, joint 8 = (r, joint 6 = 0e/6, joint 10 = 00/6, joint 11 -0%, joint 3 0%. joint 9 - 0%, joint 5 = 0% 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e diagonal web). 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 9) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 8, 11, 9. 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. Thomas A. Albani PE No.39360 MITsk USA, Inc. FL Cert 0934 9904 Parke East Blvd. Tampa FL 33910 Date: February 16,2018 AWARNING . Verity design parameters and READ NOTES ON INS AND INCLUDED MITEN REFERENCE PAGE OWI-7473 rev 10003,7015 BEFORE USE. Design valid for use only with MITelaiP connecting This design Is based only upon parameters shown, and la for an Individual building component, nor a truss system Before use. the building designer must verity the applicability of deep parameters and property Incorporate this design Into the overall ding design Bracing Indicated Is to prevent buckling of individual trust web endfor chord members only Additional temporary and permanent bracing WOW ibuIgWaysrequiredforstabilityandtopieverdcollapsewithpossiblepersonalInjuryandpropertydamage. For general guidance regarding the sfabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSVTPIt Quality Crherla, D3949 and BCSI Building Component 6904 Parke East Bald Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suds 31Z Alexandria. VA Mid. Tampa, FL 38610 Job Truss Truss Type oty Park Sq / 2572-PENSACOLA-A TRAYly T13280258 PS02572A-T D2 KINGPOST 3 1 b ReferenceImmortal) Mid -Florida Lumber, Barlow, FL. 8 130 s Sep 15 2017 MITek Industries, Inc. Fri Feb 16 13:11:27 2018 Page 1 I D:YS49jAKJNvSwXMOyssp7LYy3nGH-emuAmDroiHBpRjHYUZCP?moJll 6Add WSYIETIzkYoU 1-0-0 3-8-0 7 21-0-0 I 3-0-0 + 3 8.0 a nn r 04 = Scale = 1:31.5 Plate Offsets (X Y1— 14:0-2-0 D-1-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In hoc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1 25 TC 0.57 Vert(LL) -0.03 7 >9W 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.33 Vert(CT) -0.06 7 >999 180 BCLL 0.0 Rep Stress Ina NO WB 003 Horz(CT) 0.12 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MR Weight: 38 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, 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) 6=354/0-3-8, 9=354/Mechanical Max Horz 9=-157(LC 6) Max Uplift 6=-132(LC 8), 9=-122(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 8-9=-354/122, 2-8-274/142. 4-6=-276/146 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=2411; eave=4ft, Cat. II; Exp B; Part. Encl.. GCpi=0.55; MWFRS (directional); cantilever right exposed; end vertical left and right exposed; Lumber DOL=1 60 plate grip DOL=1 60 3) The Fabrication Tolerance at joint 3 - 0%, joint 8 = 0%, joint 6 = 0%. joint 2 = 0%, joint 4 = 0%, joint 7 = 0e/6 4) This truss has been designed for a 10.0 psi 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) o1 truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 6=132, 9=122. 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. Thomas A. Albani PE No.393E MITek USA, Inc. FL CM 8634 904 Parke East Blvd. Tampa FL 33910 Date: February 16,2018 Q WARNING - Vnlfy design Parameters and READ NOTES ON TNS AND INCLUDED AOTEK REFERENCE PAGE 11111-7473 rev. 10IM015 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 property Incorporate this design Into the overall buUding design. Bracing Indicated Is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing WOWprevent Is ahraya 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 ANSVrPI1 Quality Criteria, DS049 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee tutreel, Suite 312. Alexandria, VA 22314 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type 0ty Ply Park Sq / 2572-PENSACOLA-A TRAY T13260257 PS02572A-T D3 KINGPOST 1 1 Job Reference (Optional) Mid -Florida Lumber, Barlow. FL. 8.130 s Sep 15 2017 MTek Industries, Inc Fri Feb 1613:11:28 2018 Page 1 ID:YS4WJNvSwXMOyssp7LYy3nGH-6zSZ_ZsOTaJg2tskZHjeX LXgH1uv4OfLCcn7fzkYoT 1-0-0 3.8-0 7.4-0 8A-0 3.8-0 + 3-54 1.0-0 40 = 25x4 118 1x4 II 6 LOADING (ps, SPACING- 2-0-0 CSI. TCLL 200 Plate Grip DOL 1.25 TC 0.36 TCDL 10.0 Lumber DOL 1 25 SC 0.49 BCLL 0.0 ' Rep Stress Ina NO WB 0.02 BCDL 10.0 Code FBC2017rrP12014 Matrix -MR 25x4 II DEFL. in (loc) Well Ud Vert(LL) -0.03 6-7 >999 240 Vert(CT) -0.05 6-7 >999 180 Horz(CT) 0 DO 6 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 20 SP No 3 BOT CHORD REACTIONS. (lb/size) 6=317/0.3-8, 8=391/0-" Max Horz 8=103(LC 7) Max Uplift 6=-113(LC 8). 8=-154(LC 8) FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown Scale - 1.25 7 a PLATES GRIP MT20 244/190 Weight: 36 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc puffins, 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: Vuh=140mph (3-second gust) Vasd=108mph, TCDL-4.2ps1, BCDL=3.Opsf; h=15ft, 8=45ft, L=24ft, eave=4ft, Cat. II; Exp B; Part. Encl., GCpi=0.55; MWFRS (directional); cantilever left and right exposed : end vertical left and right exposed: Lumber DOL=1.60 plate grip DOL=1.60 3) The Fabrication Tolerance at joint 3 = 0%, joint 9 = 0%, joint 2 = 0%, joint 6 = 0%, joint 4 = 04/0, joint 7 = 0% 4) This truss has been designed for a 10.0 psi bottom chord live load nonconeurtenl with any other live loads. 5) ' This truss has been designed for a live load of 20 Opsl on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will M 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) except (jt=lb) 6=113, 8=154. 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. Thomas A Albani PE No.39 MTTsk USA, Inc. FL CM 6634 9904 Parke Ent Blvd. Tampa FL 33810 Date: February 16,2018 WARNING - Verify deslgn Penmelers and READ NOTES ON TWS AND INCLUDED MITEK REFERENCE PAGE MIP7473 rev. 10N3R01e BEFORE USE. Design valid for use only well MTek® connectors. This design Is bond only upon parameters shown, and Is for an Individual building component. not a truss system Before use, the building designer must verity the appllublUty of design parameters and properly Incorporate this design Into the overall bu6ang design Bracing Indicated Is to prevent buckling of Individual truss web and/or lard members only Addillorlal temporary and permanent bracing Mire k' Is always required for stability and to prevent collapse wall 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, DS049 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 21a N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type 0ty Ply Park Sq / 2572-PENSACOLA-A TRAY T13260258 PS02572A-T El HIP 1 1 Job Reference (optional Mid-Florida Lumber, Bartow. FL. 3.9.4 8.130 s Sep 15 2017 Mrrek Industries, Inc. Fri Feb 16 13:1129 2013 3.2-12 6.4.2 6-4-2 3-2-12 3.94 5x5 = 30 = Sx5 4 18 5 19 6 3xt0 r- 30 = 30 = 7x8 = 30 = 3x10 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 Inca NO BCDL 10.0 Code FBC2017rrP12014 LUMBER - TOP CHORD 2x4 SP No.2 'Except' 4-6: 2x4 SP DSS BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2-2279/0-3-8, 8=2279/0.3-8 Max Horz 2.78(LC 7) Max Uplift 2=-487(LC 8), 8=-487(LC 8) Max Grav 2-2324(LC 13), 8=2324(LC 14) Scale n 1:47.2 CSI. DEFL. in (loc) Vden Ud PLATES GRIP TC 0.93 Vert(LL) -0.2011-12 >999 240 MT20 244/190 BC 0 96 Vert(CT) -0 39 11-12 >813 180 WB 0.44 Horz(CT) 0.12 8 n/a n/a Matrix -MS Weight: 152 lb FT - 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling direly applied or 7-2-11 oc bracing. FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2-3=4647/991, 34=4530/984, 4-5=4692/1067, 5-6=-4691/1067, 6-7=45301984, 7-8=4646/991 BOT CHORD 2-13=-826/4184, 12-13=-795/3913, 11-12=-1060/5001, 1D-11-795/3857, 8-10=826/4125 WEBS 4-13-01485, 4-12=197/1145. 5-12=-606/218, 5.11=606/218, 6-11-197/1145, 6-10=0/485 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=140mph (3-second gust) Vasd-108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; 13=4511; L=241t; eave=4ft, Cat. II; Exp 8: Encl., GCpi=0.18: MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) The Fabrication Tolerance at joint 4 = 0%, joint 6 = 0%, joint 2 = 0%, joint 11 = 0%, joint 13 = 0%, joint 3 = Oe/*, joint 12 = 0%, joint 5 0%, joint 10 = 0%, joint 7 = 0%, joint 8 = 0% 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (r=Ib) 2=487, 8=487. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 488 Ib down and 169 lb up at 19-84, and 488 lb down and 169 Ib up at 7-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, bads 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 (pIQ Vert: 1-4-60, 4-6=131(F=-71), 6-9=60, 2-8=-44(F--24) 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. Thomas A. Albani PE No.39380 MITak USA, Inc. FL Carl $634 904 Parke East Blvd. Tamps FL 33610 Date: February 16,2018 AWARNING - Verify design parameters and READ NOTES ON DOS AND INCLUDED MYEN REFERENCE PAGE MO.7473 raw 1091MI015 BEFORE USE. Design valid for we only with MITelt® 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 properly 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 Welk' Is always required for stability and to prevent coeapse w4h possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, we ANSVTPI1 Quality Criteria, OSS-e9 and BCSI Building Component 6904 Parks East Blvd. Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 31Z Alexandria, VA 22314 Tempe, FL 36010 Job Truss Truss Type Oy Sq 12572-PENSACOLA-ATRAY• T132602581121y77PerkPS02572A-T El HIP b Reference toptionall Mid -Florida Lumber, Bartow, FL LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 4=385(F) 6=385(F) 8.130 s Sep 15 2017 MTek Industries, Inc. Fri Feb 16 13 11:29 2018 Pape 2 ID:UrCvOrLZv%Memg9K HrTOzy3nGF-a90xBvs2EuRXglRwc_Et4BuZlgVleRnpZrMLXBzkYoS WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MO.7473 rev. 10111=015 BEFORE USE. weew • 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 property Incorporate this design Into the overall buIlding design Bracing Indicated Is to prevent buckling of Individual trust web and/or chord members only. Adddbnal temporary and permanent brocitrg M iT®k• Is always requiredforstabilityandtopreventcollapsewdhpossiblepersonalinjuryandpropertydamageForgeneralguidanceregardingthefabrication, storage, delivery. ereclion and bracing of trusses and truss systems, see ANSIRPII Quality Criteria, DSB49 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate tnstbute, 215 N Lee Street, Suite 312, Mexamirla, VA 22314 Tampa, FL 36810 Job Truss Truss Type Oty Ply Park Sq / 2572-PENSACOLA-A TRAY T13260259 PS02572A-T E2 HIP 2 1 Job Reference (optional Mid-Florida Lumber, Barlow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Fn Feb 1613 11:30 2018 Page 1 ID:UrCv8rLZvWiemg9K_H/rOzy3nGF-2LaJOFth7CZOIBO79hm6dPOrT41BNxYyoV5u4dzkYoR r1 0 0t1-0-0 13.4.2 + 17 6 4 21-11 2 + 26 8.4 7-8-4, 1-0-0 4.9.4 4-2.12 4.4.2 4-2 4.2.12 4-9 10.0 40 = 40 = 3x4 = 19 5 2C 4x4 = lL lu 3x8 = 3x4 = 3x8 = Scale - 1:47 2 4x4 = 9-1-12 8-4-12 9.1.12 LOADING (psp SPACING- 2-0-0 CSI. DEFL. In (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Ven(LL) -0.14 1D-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.31 1D-15 >999 180 BCLL 00 Rep Stress Ina NO WB 0.21 Horz(CT) 0.07 8 rile n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MS Weight: 131 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1D-12 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-D-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 8=1131/0.3.8, 2=1131/D-3-8 Max Horz 2=97(LC 7) Max Uplift 8=215(LC 8), 2=215(LC 8) FORCES. (lb) - Max. Comp /Max. Ten -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1960/355, 3-4=-1657/297, 4-5=-1436/289, 5.6=-1436/289, 6.7=1657/297, 7-8=1960/355 BOT CHORD 2-12=-251/1730, 10-12=-182/1568, 8-10=-251/1730 WEBS 4-12=51/485, 6.10=51/485, 3-12=350/126, 5.12=284/62, 5-10=284/62, 7-10=350/126 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind, ASCE 7-10; Vull=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL-3.Opsf; h-15ft; B-4511; L=24ft, 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) The Fabrication Tolerance at joint 4 = 0%, joint 6 = 0%, joint 11 = 0%, joint 8 = Deb, joint 12 = 0%, joint 10 = 0%. joint 3 = 0%, joint 5 0%,joint 7 = 0%,joint 2 = 0% 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=Ib) 8=215, 2=215. 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 co les. Thomas A. Albani PE No.393 0 MiTek USA, Inc. FL Ced $634 904 Parke East Blvd. Tampa FL 33610 Date: February 16,2018 Q wARN/No - Varlfy design parameters and READ NOTES ON Inds AND INCLUDED WTEK REFERENCE PAGE 0111-7473 rev. 100"015 BEFORE USE. Design valid for use only with Wela® 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 verily 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 andfor chord members only. AddAlonnat temporary and permanent bracing M iTe k' Is skvays 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 ANSIrTPl1 Quality Criteria, DSBd9 and BCSI Building Component 8904 Parke East Blvd. Safely Information available from Truss Plats lnsthute, 210 N. Lee Street. Suite 31Z Alexandria. VA 22314. Tampa, FL 36810 Job Truss Truss Type Oty JPty IParkSq/ 2572-PENSACOLA-A-TRAY T73280260 PS02572A-T E3 HIP 2 1 Job Reference (optional Mid-Florida Lumber, Bartow. FL. 8 130 S Sep 15 2017 MTek Industries. Inc. Fri Feb 16 13:11:31 Z016 4.8.4 5-2.12 4x7 40 4 20 21 5 5-9-4 l." . Scale - 1.47.2 14 Iz 1V e 30 tx4 II 3x4 = 30 = US = 1x4 II 30 = i 5-94 1 11-0.0 1 15-84 + 20.11.0 1 28.84 5-94 5.2-12 4.84 5.2.12 5-94 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdeg Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.08 12 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.59 Vert(CT) 0.16 12-13 999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.38 Horz(CT) 0.07 7 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No 2 WEBS 2x4 SP No.3 REACTIONS. (fir/size) 2=1131/0-", 7=1131/O-3-8 Max Horz 2=116(LC 7) Max Uplift 2-215(LC 8). 7=215(LC 8) PLATES GRIP MT20 244/190 Weight: 138 lb FT - 2D% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-10-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-D-0 oc bracing FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1975/334, 3-4=-1474/289, 4-5=1257/283, 5.6=-1475/289, 6.7=1975/334 BOT CHORD 2-13=-226/1713, 12-13=-226/1713, 10-12--107/1256, 9.10=22611712, 7-9=-226/1712 WEBS 3-12-532/136, 4-12=-36/379, 5-10=-36/380, 6.10=531/136 NOTES- 1) Unbalanced root 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. 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) The Fabrication Tolerance at joint 4 = 0%, joint 5 = 0%, joint 2 = 0%, joint 11 = 0%, joint 3 = 0%. joint 13 = 00/6, joint 12 = 0%, joint 10 0%, joint 6 = 0%, joint 9 = 0%, joint 7 = 0% 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=215, 7=215. q 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. Thomas A. Alban PE No.39380 MITsk USA, Inc. FL Cert $634 4904 Parke East Blvd. Tampa FL 33610 Date: February 16,2018 WARNING - Valry doslpn pammotora and READ NOTES ON THIS AND INCLUDED 40TEK REFERENCE PAGE M/1.7473 rov. 1"312015 BEFORE USE. Design valid for use only with MRok* connectors. This design Is based only upon parameters drown, and Is for an Individual beading 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 ding 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 ANSVTPII Quality Criteria, OSS49 and BCSI Building Component 6906 Parke East Blvd Solely Information available from Truss Plate InstltNs, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 38810 Job Truss Truss Type Oty Ply Park Sit / 2572-PENSACOLA-A TRAY T13260261 PS02572XT E4 FINK 2 1 Mid -Florida Lumber, Barlow, FL. 6-11.5 axe = 8.130 s Sep 15 2017 MTek Industries, Inc. Fri Feb 16 13:11:32 2018 6.11.5 '1." , Scale = 1 V8 6 30 = 5xe = 30 = 3x4 = 9.0-15 + 17-7-5 l 26.84 M-15 8-7 M-15 LOADING (ps) SPACING- 2-" TCLL 20.0 Plate Gnp DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr NO BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1131/0.3-8, 6=1131/0.3-8 Max Horz 2=136(LC 6) Max Uplift 2=215(LC 8), 6-215(LC 8) CSI. DEFL. In loc) Vdefl Ud TC 0.66 Verl(LL) 0.23 8-9 999 240 SC 0.92 Vert(CT) 0.35 9-12 926 180 WB 0.24 Horz(CT) 006 6 n/a n/a Matrix -MS FORCES. (lb) - Max. Comp./Max Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1866/334, 3-4=-1671/340, 4-5-1678/342, 5-6=-1868/334 BOT CHORD 2-9=21711657. 8-9=-73/1079, 6-8=217/1627 WEBS 3-9=- 404/162, 4-9=1041689. 4-8=-1071693, 5-8=-402/162 PLATES GRIP MT20 244/190 Weight. 122 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-7-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 1D-0.0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf; h=15f1; B=4511; L=24tt; eave=6ft; Cat II; Exp B; Encl.. GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) The Fabrication Tolerance at joint 2 = 0%, joint 4 = 0%, joint 9 = 0%, joint 3 = 0%, joint 8 = 0%, joint 5 = 0%. joint 6 = 0% 4) This truss has been designed for a 10 0 psf bottom chord live load nonc.oncurrent 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=215, 6= 215. 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 coies. Thomas A. Albani PE No.393 0 Wall: USA, Inc. FL Cart 6634 904 Parke East Blvd. Tampa FL 3S610 Date: February 16, 2018 Q WARN/NO - Verify ciaslgn parsmersrs and READ NOTES ON T16S AND INCLUDED MITEK REFERENCE PAGE M I-7473 rev. 10,103r301e BEFORE USE. Design valld 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 verily the applicability of design parameters and popery 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 M iTe k' Is always requiredforstabilityandtopreventcollapsewhhpossiblepersonalIn)ury and property damage For general guidance regarding the fabrication, storage, delivery, ersctbse n and bracing oftrussesandtrusssystems. e ANSVTPII Quality Criteria, OS82e and SCSI Building Component GM Parke East Blvd Safety Infomution available from Truss Plate Insthute, 218 N Lee Street. Suite 312, Mexendris, VA 22314. Tamps, FL 36810 Job Truss Truss Type Oty Ply Park Sq / 2572-PENSACOLA-A TRAY T13260262 PS02572A-T E5 FINK 7 1 Job Reference (optional) Mid-Flonda Lumber, Barlow. FL. 8.130 s Sep 15 2017 MITek Industries, Inc. Fri Feb 16 13:11.33 2018 Page 1 ID:ylmlLBMBgggVOqkXY M'ryBy3nGE-SwGS1HwZH7xz9elhrgJpE12J_IuOaHjPUTKYgyzkYoO r1-0-0I 6.11-5 I 13 4-2 + 19-8-15 + 26-" ;2 -4, 1-0-0 6.11-5 64-13 6-0.13 6-11-5 1." Stale' 1/4"=1' 40 30 = 30 = 5x6 = 3x4 = I 9-0-15 17-7-5 + 26A4 I 9-0-15 6-6-7 9-0-15 LOADING (psQ SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 1100 Lumber DOL 125 BCLL 0.0 ' Rep Stress Ina NO BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 WEBS 20 SP No.3 REACTIONS. (lb/size) 2=1131/0.3.8, 6=1131/0-" Max Horz 2--138(LC 6) Max Uplift 2=-215(LC 8), 6=215(LC 8) CSI. DEFL. in loc) Vdell Ud TC 0.66 Verl(LL) 0.23 8-9 999 240 BC 0,92 Verl(CT) 0.35 9-12 927 180 WB 0,25 Horz(CT) 0.06 6 n/a n/a Matrix -MS FORCES. (lb) - Max Comp /Max Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1866/334, 34=-1671/341, 4-5=1679/343, 5-6=-1868/334 BOT CHORD 2-9=217/1657, 8-9=-70/1066, "-217/1627 WEBS 3.9=417/167, 4-9=1081702, 4-8=-1101707, 5-8=416/166 PLATES GRIP MT20 2441190 Weight' 122 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-7-5 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-D-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.Ops1; h-15ft; B=4511; L=24ft; eave=6ft; Cat II; Exp B; Encl., GCpi=0.18, MWFRS (directional), Lumber DOL=1.60 plate grip DOL=1.60 3) The Fabrication Tolerance at joint 2 = 0%. joint 4 = 0%, joint 9 = 0%, joint 3 = 0%, joint 8 = 0%, joint 5 = 0%, joint 6 - 0% 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL - 10 Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except (Jt=1b) 2.215. 6.215. C-: 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. Thomas A. Albani PE No.39360 MiTsk USA, Inc. FL Cert 6634 904 Parke East Blvd. Tamps FL 33610 Date: February 16,2018 AWARNING - Verfrydesign parameters and READ NOTES ON THIS AND INCLUDED 110TEK REFERENCE PAGE eel-7473 rev. 1003/2015 BEFORE USE. Design valid for use only with Mrrek® connectors. This design Is based only upon parameters shown, and Is for an Individual Wilding component, not a truss system Before use. the WIIOInp designer must verify the applicability or design parameters and progeny Incorporate this design Imo the overall budding design Bractnp Indicated Is 10 prevent Duckling or Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k' IsahwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamage. For general guidance regarding the fabrkatlon, storage, delivery, erection and bracing of trusses and truss systems. no ANSVTPIII Quality Criteria. DSB29 and BCS1 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plata Institute. 218 N Lee Street. Sub* 312. Alexandria. VA 22314. Tamps. FL 36010 Job Truss Truss Type 0ty Ply Park Sq / 2572-PENSACOLA-A TRAY T73280263 PS02572A-T E7 HIP 1 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc Fri Feb 16 13:11:34 7013 Page 1 ID:OEKgZXNpR8yM7_JjSitxVOy3nGD-w7pgEdwB203gmoJuOXq2nFbOEAFJJeNYj736DOzkYoN r11 1 3-9.F 37-134-2 19.84 21-0 1 4 F7.84Of 2 + 2 0 34 .2.12 3.94 1-0.02-1, 7x8 MT20HS = 30 = 18 5 15 7x8 MT20HS = Scale - 1.47.2 010 = US = 3x4 = 74 = 7x6 = 4x10 = 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 NO BCDL 10.0 Code FBC2017rrP12014 LUMBER - TOP CHORD 2x4 SP No.2 *Except' 4- 6: 20 SP No.1 BOT CHORD 2x6 SP No.1 WEBS 2x4 SP No.3 *Except* 4- 13,6.10 20 SP No.2 REACTIONS. ( lb/size) 8=2926/0-3-8, 2=1609/0-3.8 Max Horz 2=78(LC 7) Max Uplift 8=516(1_C 8), 2=295(LC 8) CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TC 0.88 Vert(LL) -0.19 10-11 >999 240 MT20 244/190 BC 0.87 Vert(CT) -0.38 ID-11 >852 180 MT20HS 187/143 WB 0.61 Horz(CT) 0.10 8 n/a n/a Matrix - MS Weight: 152 lb FT = 20e.6 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 8-64 oc bracing. FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3143/534, 3-4=3004/518, 4-5=-35021620. 5.6=4099/720, 6-7=5920/1007, 7- 8=6054/1021 BOT CHORD 2-13= 419/2786, 12-13=-353/2547, 11-12=593/3932, 10.11--640/4263, 8-10=-854/5385 WEBS 4-13=24/332, 4-12=190/1294, 5.12-670/178, 5-11=251362. 6-11=267/69, 6- 10"25/2689 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. II; Exp B; Encl., GCp1=0 18, MWFRS (directional); 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) The Fabrication Tolerance at joint 4 = 0%, joint 6 = 0%, joint 11 = 0%, joint 8 = 0%, joint 13 = 0%, joint 3 = 0%. joint 12 = 0%, joint 5 0%. joint 10 - 0%, joint 7 = 0%, joint 2 = 0% 6) This truss has been designed for a 10.0 pat bottom chord live load nonconcurent with any other live loads. 7) ' This truss has been designed for a live load of 20.Ops1 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 01=1b) 8= 516, 2=295. 9) Hanger(s) or other connection device(s) shell be provided sufficient to support concentrated load(s) 2272 lb down and 380 lb up at 21- 1-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B) LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plQ Vert: 14=60, 4-6=-60, 6.9=-60, 2-8=-20 QWARWNG - Verify dWpn parameters and READ NOTES ON TNIS AND INCLUDED AUTElf REFERENCE PAGE 1/404472 rev. 1"Y2016 BEFORE USE. Design valid for use only with Mrek® connectors This design Is based only upon parameters shown, and is for an Individual budding component, not a truss system Before use. the budding designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design Bracing Indicated Is to prevent bt"Ing of individual truss web andfor chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems. see ANSYTPI1 clualhy Criteria, OSB2e and BCSI Building Component Safety information available from Truss Plate Institute, 216 N Lee Street. Suite 312, Alexandria, VA 22314. 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. Thomas A. Alban PE No.39360 Milk USA, Inc. FL Cart 0634 6904 Parke East Blvd. Tampa FL $3610 Date: February 16,2018 wwww MF MiTek' 6904 Parke East Blvd Tampa, FL 36810 Job TruSS Truss Type Oty Ply Park Sq / 2572-PENSACOLA-A TRAY T13260283 PS02572A-T E7 HIP 1 1 job Reference (optional) Mid -Florida Lumber, Bartow, FL. LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 10=2272(F) 8.130 s Sep 15 2017 MTek Industries, Inc. Fri Feb 16 13:11:35 2018 Page 2 ID:OEKgZXNpR8yM7_Jj5itxVOy3nGD-PJNCSyxppkBhOyu4yFLHJS7b 5bY25dhynpflrzkYoM AWARNING - Verify deslgn paamefers and READ NOTES ON THIS AND INCLUDED AGTEK REFERENCE PA E 11,1/1.7473 rev. 10MV2015 BEFORE USE. Design valid for use only On MlTeka 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 overait building design Bracing Indicated Is to prevent buckling or Individual Me web andlor chord members only. Addrilonan 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 ANSI1`TPI1 Quality Criteria, DS049 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 210 N. Lee Street. Suite 312. Alexandria, VA 22314. Tempe, FL 36010 Job Truss Truss Type Oly Ply Park Sq / 2572-PENSACOLA-A TRAY T132602&t PS02572A-T F1 GABLE 1 1 job Reference Ronal Mid -Florida Lumber, Bartow, FL. D-V bnau s sep to zuu Ninelt inausmes, Inc. rn rev to tan raj zuto rape i ID:McROzDO4zlC4FHT5D7wPopy3nGB-LiVysez4LLROdG2T4101PtD77vTRW85 P5lmpjzkYoK 0•K8 Scale - 1.43.2 3x6 FP r li I I I I I I I I I I I I I I I I, r 19 20 21 22 qqY_7YY V L)d 46 26 25 24 23 10• b2 16.0.0 1. 1-0 1.4.0 1.4.0 1.4-0 1.4A 1.4-0 ".0 1.402 1.4-0 1.3.2 1.4-0 1.4A 1.4A 1.4-0 1.4A 1.3. 14 G414 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40. 0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10. 0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a n/a 999 BCLL 0. 0 Rep Stress Ina YES WB 0.03 Horz(CT) 0.00 23 n/a n/a BCDL 50 Code FBC2017rrP12014 Matrix-R Weight: 115 lb FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(nat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(nat) except end verticals. WEBS 2x4 SP No.2(nat)'Except' BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. 44-45, 46-47: 2x4 SP No 3(fiat) OTHERS 2x4 SP No 3(nat) REACTIONS. All bearings 26.74. lb) - Max Grav All reactions 250 Ib or less st joints) 44, 23, 43, 42, 41, 40, 39, 38, 37, 36, 35, 34, 33, 32, 31, 30, 28, 27, 26, 25, 24 FORCES. (lb) - Max. Comp /Max. Ten - All forces 250 (lb) or less except when shown NOTES- 1) All plates are 1x3 MT20 unless otherwise indicated. 2) The Fabrication Tolerance at joint 44 = 0%, joint 29 - 0%, joint 1 = 0%, joint 23 = 0%, joint 22 - 09/6, joint 8 - 0%, joint 43 = 0%, joint 2 = 0%, joint 42 = 0%, joint 3 = 0%, joint 41 - 0%, joint 4 = 0%, joint 40 = 0%, joint 5 = 0%, joint 39 = 0%, joint 6 = 0%. joint 38 = 0%, joint 7 = 0%, joint 37 = 0%, joint 9 = 0%, joint 36 = 0%, joint 10 = 0%, joint 35 - 0%, joint 11 = 0%, joint 34 = 0%, joint 12 = 0%, joint 33 = 0%, joint 13 = 0%, joint 32.0%, joint 14 = 0%, joint 31 = De.6, joint 15 = 0%. joint 30 = 0%, joint 16 = 0%, joint 28 = 0%, joint 17 0%, joint 27 = 0%, joint 18 = 0%, joint 26 = 0%. joint 19 = 0%, joint 25 = 0%, joint 20 = 0%, joint 24 = 0%, joint 21 = Oe,6, joint 45 = 0%, joint 46 = 0%, joint 47 = 0% 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 14-0 oc. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3.10d (0.131" X W) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. This Item has been 7) CAUTION, Do not erect truss backwards. 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. Thomas A. Albani PE No.363 0 MiTak USA, Inc. FL Celt 66U 904 Parke East Blvd. Tampa FL 33610 Date: February 16, 2018 AWARNING - Var11y design psrsmarara and READ NOTES ON TNS AND INCLUDED KITEK REFERENCE PAGE KIP7473 rev. 100"013 BEFORE USE. wwww Design valid for use only with WOW 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 verily the applicability of design parameters and property Incorporate this design into the overact DuWng design Bracing Indicated is to prevent buckling of Individual trust web and/or chord members only. Add4lonal lemporary and permanent bracing MiTek• is alwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamage. For general guidance regarding the febrIcatlon. storage, delivery, arecalen and bracing of trusses and truss ayelems, $0e ANSVTPII Quality Criteria, DSBd9 and SCSI Building Component 8904 Parke East Bled. Safely Information available from Truss Plate Inslitute, 218 N Lee Street, Suite 312, Alexandria. VA 22314. Tampa. FL 38610 Job Truss Truss Type city Ply Park Sq / 2572-PENSACOLA-A TRAY T13260265 PS02572A-T F2 FLOOR 4 1 Job Reference (optional Mid-Flonde Lumber, Bartow. FL. D." HIS 3x4 = tx3 = 1 t 2 t! 3.10 I 1x3 II 3x6 FP = 3x6 = 3 4 5 6 7 8 130 S Sep 15 2017 MTek Industries. Inc. Fri Feb 18 13:11.39 2018 Page 1 ID:McROzDO4zlC4FHT5D7wPapy3nGB-H4djHK Ktzh6tZCrB40DUIIJkizl vbHtPniuczkYol tf--I 0-1 e S =1.aa5 tx3 = 3x4 = 4xB = 30 = 1x3 II 1x3 = 8 9 10 11 12 13 14 31 30 29 28 27 26 25 24 23 22 21 2019 to 17 is is 3x5 = 1x3 II 30 = 4x5 = 30 = 34 FP = 1x3 II 1x3 II 30 = 10-8-2 4$2 04.1 10.8-2 Plate Offsets (X.Y)- 119:0-1-8.Eddel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.77 Vert(LL) 0 14 26-27 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.82 Vert(CT) 0.19 26.27 982 240 BCLL 0.0 Rep Stress Iner YES WB 0.61 Horz(CT) 0.03 22 n/a n/a BCDL so Code FBC2017lrP12014 Matrix-S LUMBER- BRACING - TOP CHORD 20 SP No.2(flat) TOP CHORD BOT CHORD 20 SP No.2(flat) WEBS 2x4 SP No.3(flat) *Except* BOT CHORD 1-31,14-15, 2x4 SP No.2(flal) REACTIONS. (lb/size) 31=736/D-3-8, 15-38610-7-8, 22=1763/0-7-8 Max Uplift 15-15(LC 3) Max Grav, 31=750(LC 10), 15=505(LC 4), 22=1763(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown TOP CHORD 1-31--747/0, 14-15=-498/22, 1-2=-736/0, 2-3=-1720/0, 3.4=2096/0, 4-5=-2096/0, 5-7-1890/0, 7-8=-97110, 8-9=0/689, 9-10=0/1156, 10-11=482/492, 11-12=-882/492, 12-13=-906/233, 13-14=-436/39 BOT CHORD 29-30=0/1374, 28-29=0/2096, 27-28=0/2096, 26.27=0/2126, 25.26=0/1577, 24-25=0/1577, 23-24=-90/390, 22-23=1646/0, 21-22=-1646/0, 19-21=-860/514, 18-19=-492/882, 17-18=-492/882, 16-17=-88/839 WEBS 9.22=-1697/0, 1-30=0/948, 7-26=0/440, 2-30=-887/0, 5-26=358/0, 2-29=0/481, 5-27=-185/293, 3.29=534/0, 7-24=-841/0, 8-24=0/840, 8-23=1204/0, 9-23=0/1275, 14-16--53/593, 9-21=0/869, 13-16=-561/68, 10-21=915/0, 10-19=0/836, 12-17=0/381, 12-18=-266/0, 11-19=-332/0 3 l Weight. 141 lb FT = 20%F, 11%E Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x3 MT20 unless otherwise indicated. 3) The Fabrication Tolerance at joint 31 = 0%, joint 20 = 0%. joint 1 = 0%, joint 15 = 0%, joint 14 = 0%, joint 6 - 00%, joint 25 = 0%, joint 7 = 0%, joint 22 = 0%, joint 30 = 0%, joint 26 = 0%. joint 2 = 0%, joint 5 = 0%, joint 29 = 0%, joint 27 = 0%, joint 3 = 0%, joint 28 = 0%, joint 4 = 0%, joint 24 = 0%, joint 8 = 0%, joint 23 = 0%, joint 16 = 0%, joint 21 = 0%, joint 9 = 0%, joint 13 = 0%, joint 10 = 0%, joint 17 = 0%, joint 19 = D%, joint 12 = 0%, joint 18 = 0%. joint 11 = 0%, joint 32 = 0%, joint 33 = 0%, joint 34 - 0% 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 15 lb uplift at joint 15. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3.10d (0.131" X V') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards 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. Thomas A. Albani PE No.393 0 M1Tak USA, Inc. FL Celt 6634 904 Parks East Blvd, Tampa FL 33910 Date: February 16,2018 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED AIITEK REFERENCE PAGE A01.7472 rev. 1GM3/2015 BEFORE USE. Design vasd for use only with MITeke/ 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 appdcablkty, 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 Addalonal lemporery and permanent bracing WOWIsalwaysrequiredforstabilityandtoprevenlcollapsewithpossiblepersonalInjuryandpropertydamageForgeneralguidanceregardingthe fabrication, storage, delivery, erectbn ant bracing of trusses and truss systems, see ANSUTPIt Quality Criteria, DSB-49 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate InslihAe, 218 N. Lee Street. Sube 312, Nexandrla. VA 22314 Tampa. FL 36810 Job Truss Truss Type Oty Ply Park Sq / 2572-PENSACOLA-A TRAY T13260266 PS02572A-T F3 FLOOR 12 1 Job Referencea Mid -Florida Lumber, Bartow, FL. 0-1-8 H F'' 3x5 2 4A 1x3 11 34 FP= 3 4 5 6 7 a 9 0.130 S Sep 15 ZU17 MITek industries, Inc Fn Feb 16 13:11:40 2010 Page 1 ID:rp7oBZPik3 W csR2ingRe71 y3nGA-IHB5Vg7yeGgzU1n2loxSOWrTY6G7iMZ053 W002zkYoH tx3 II 10 11 12 D. IrS e = 1:44 7 40 tx3 3x5 = tx3 = 13 14 15 qq33IY32 30 29 26 27 26 25 24 23 22 21 20 19 is 17 16 4x5 = 3x5 = 3x5 = 1x3 11 3x5 = 3xB MT20HS FP = 3x5 = 4x5 = 1.54 It tx3 II LOADING (psf) SPACING- 14-0 CSI. DEFL. in (loc) VdeO Ud TCLL 400 Plate Grip DOL 1.00 TC 0.83 VBrt(LL) -0.72 24 >438 360 TCDL 10.0 Lumber DOL 1.00 BC 0.97 Vert(CT) -0.99 24 >319 240 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(CT) 0.13 16 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S LUMBER- BRACING. TOP CHORD 20 SP No.2(gal) TOP CHORD BOT CHORD 2x4 SP No.1(Ilat) WEBS 20 SP No.3(Oat) BOT CHORD REACTIONS. (lb/size) 16=964/0-7-8.30=960/a3-8 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-30=-956/0, 15.16--959/0, 1-2=1011/0, 2-3=-2618/0, 3.4=3824/0, 4-6=-4691/0, 6-7=4691M, 7-8=-5125/0, 8-9=-5244/0. 9-10=-51ISM, 10-11=4675/0, 11-12=4675/0, 12-13=-3798/0, 13-14--2583/0, 14-15=966/0 SOT CHORD 28-29=0/1913, 27-28=0/3306, 26-27=0/4325, 25.26=0/4996, 24-25=0/5244, 23.24=0 5244, 22-23=0/5244, 21-22=O/4965, 19-21=0/4304, 18-19-0/3276, 17-18=0/1873 WEBS 15.17=0/1313, 1-29=0/1307, 14-17=-1261/0, 2-29=1255/0, 14-18=O/988, 2-28=0/981, 13-18=-963/0, 3-28=956/0, 13-19=0/727,3.27=0/721, 12-19=704/0, 4-27--697/0, 12-21=0/504, 4-26=0/497, 1a21=-421/0, 7-26=-415/0, 10.22-65/338, 7-25=-69/334, 9.22=395/155, 8-25=390/160 PLATES GRIP MT20 2441190 MT20HS 187/143 Weight: 140 lb FT = 20%F, 11 %E Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. Rigid ceiling directly applied or 2-2-0 oc bracing. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 3x3 MT20 unless otherwise indicated 4) The Fabrication Tolerance at joint 20 - 0%, joint 16 = 0%, joint 30 = 0%, joint 1 = 0%. joint 15 = 0%. joint 5 = 0%, joint 17 = 0%, joint 29 = 0%, joint 14 = 0%. joint 2 = 0%, joint 18 = 0%, joint 28 = 0%, joint 13 = 0%. joint 3 = De.6, joint 19 = 0%, joint 27 = 0%, joint 12 = 0%, joint 4 = 0%, joint 21 = 0%, joint 11 = 0%, joint 26 = 0%, joint 6 = 0%, joint 10 = 0%, joint 7 = 0%, joint 22 = 0%, joint 25 = 0%, joint 9 = 0%, joint 8 = 0%, joint 24 = 0%, joint 23 = 0%, joint 31 = 0%, joint 32 = 0%, joint 33 = 0% 5) Required 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards 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. Thomas A. Albani PE No.393 0 MITek USA, Inc. FL Cat $634 6904 Parke East Blvd. Tampa FL 33910 Date: February 16,2018 AWARNINO - Verify design parameters and READ NOTES ON THIS AND INCLUDED IIOTEK REFERENCE PAGE M11.7473 rev. 141100307015 BEFORE USE. Design valid for use only with MRekm 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 andfor chord members only. Additional temporary and permanent brecing 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 ANSVrPIt Quality Criteria. DS049 and SCSI Building Component 6904 Parks East Blvd. Safety Information available from Truss Plate Inslhute, 216 N Lee Street. Suite 312. Alexandria, VA 22314. Tampa. FL 36810 Job Truss Truss Type Oty Ply Park Sq / 2572-PENSACOLA•A TRAY T13260267 PS02572A-T F4 FLOOR 1 1 Job Reference o tl al Mid -Florida Lumber, Bartow. FL. 8.130 s Sep 15 2017 MTek Industries. Inc. Fri Feb 16 13,11:42 2010 Page 1 ID:McROzDO4zlC4FHT5D7wPopy3nGS-hOrwMICAu4hklxOsDzw6xwpywxfBCgZN7XVxzkYoF 0.1.8 8H. 1f-- 10 OBIS e - 1.44.7 04 = 3x4 = 4x7 = 30 = 1x3 = tx3 = tx3 II 3x8 MT20HS FP = 4x5 = 3x5 = 3x5 = tx3 II 40 = tx3 = 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 18 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 tx3 11 30 = 3x6 = 54 = 4x5 = 3x5 = 3x8 MT20HS FP = 40 = 4x5 = 1.5x3 II 3x8 = 1.5x3 SP = tx3 II 30 = OA-15 D•4. 1 9-0-0 2.9-0 13-0 4.9.10 Plate Offsets (X.YI- 17:D•3.O.Eddel. 113:0-1-8.Edoel.116:0-1-8.Edoel.119:0-1-8.Eddel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.83 Vert(LL) -021 23 >988 360 MT20 244/190 TCDL 100 Lumber DOL 1.00 BC 0.97 Vert(CT) -0.29 23 >728 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.89 Horz(CT) 0.02 17 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight: 145 lb FT = 20%F, 1146E LUMBER- BRACING - TOP CHORD 2x4 SP No.1(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purllns, BOT CHORD 20 SP No.21)(Ilat) *Except* except end verticals. 17- 22: 20 SP DSS(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 20 SP No.3(flat) *Except* 1- 32,16-17: 2x4 SP No.2(flat) REACTIONS. ( lb/size) 32=37/D-3.8, 17=981/0.7-8, 27=2307/0.3.8 Max Uplift 32-276(LC 4) Max Grev 32=324(LC 3), 17=996(LC 4f, 27=2307(LC 1) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-32=323/264, 16.17=-967/0, 1-2=256/315, 2-3=-338/1210, 3.4=338/1210, 4- 5=0/1825, 5.7=0/3047, 7-8=0/1636, 8-9=-824/0, 9-10=250610, 10-11 =3701/0, 11- 12=-3701/0, 12-13=3228/0, 13-14--2663/0, 14-15=2663/0, 15-16=928/0 BOT CHORD 30-31=677/450, 29-30=1210/338, 28-29=-1210/338, 27-28=-2335/0, 26-27=3047/0, 25- 26=-354/0, 24-25=0/1796, 2324=0/3187, 21-23=0/3610, 20-21=0/2663, 19-20=0/2663, 18- 19=011865 WEBS 7-27=1467/0, 1-31=410/325, 5.27=1195(0, 2-31=271/503, 5-28=0/941, 2-30=805/0, 4- 28=-1065/0, 3.30=0/297, 4-29=0/331, 7-26=0/1878, 8-26=1782/0, 8.25=0/1411, 9. 25=-1372/0, 9.24=0/1009, 10-24=-967/0, 1D.23=0/694, 16-18=0/1262, 15-18=-1303/0, 15- 19=0/1118, 14-19=-338/0, 13.20=468/0, 12-21--574/0, 13-21=01818 NOTES- 1) Unbalanced floor live loads have been considered for this design. This item has been 2) All plates are MT20 plates unless otherwise Indicated 3) All plates are 3x3 MT20 unless otherwise Indicated. electronically signed and 4) The Fabrication Tolerance at joint 32 = 0%, joint 22 = 0%, joint 1 = 0%, joint 17 = 0%, joint 16 = 0%, joint 6 = 0%, joint 27 = 0%, joint sealed by Albani, Thomas, PE 31 - 04b, joint 5 - 0%, joint 2 = Oa/6, joint 28 = 0%, joint 30 = 0%, joint 4 = 0%, joint 3 = 0%, joint 29 = 0%, joint 26 = 0%, joint 7 -0%, using a Digital Signature. joint 8 = 0%, joint 25 = 0%, joint 9 - 0%, joint 24 = 0%. joint 10 = 0%, joint 18 = 0%, joint 15 = 0%, joint 19 = 0%, joint 14 = 0%, joint Printed copies of this 11 = 0%, joint 23 = 0%, joint 20 = 0%, joint 13 = 046, joint 12 = 0%, joint 21 = 0%, joint 33 = 0%, joint 34 = 0%, joint 35 = 0%, joint 22 document are not considered 0% 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 276 lb uplift at joint 32. signed and sealed and the 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0.0 oc and fastened to each truss with 3-10d (0 131" X 3") nails. signature must be verified Strongbacks to be attached to walls at their outer ends or restrained by other means on any electronic copies. 7) CAUTION, Do not erect truss backwards. Thomas A. Albani PE No.39 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 440 Ile down at 18-060 on MITsk USA, Inc. FL CM 6634 bottom chord. The design/selection of such connection device(s) is the responsibility of others 6l104 Parke East Blvd. Tampa FL 33810 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Date: LOAD CASE(S) Standard February 16,2018 O WARNING • Varlfy design parameters and READ NOTES ON TIOS AND INCLUDED MITEK REFERENCE PAGE M/67473 now. 10093/3015 BEFORE USE. Design valid for use only with MRekm 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 bueding design. Bracing Indicated Is to prevent buckling of Individual truss web andfor chord members only Additional temporary and permanent bradng WOW laalwaysraqukedforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamageForgeneralguldenceregardingthefabrication, storage. delivery. erection and brodng or trusses and truss systems, see ANSVTPIt Quality Crharls, DS049 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Insbluts, 218 N Lee Street, Suite 312. Alexandria. VA 22314. Temps, FL 36610 Job Truss Truss Type Oty Ply Park Sq / 2572-PENSACOLA-A TRAY T13260267 PS02572A-T F4 FLOOR 1 1 Job Reference (00011811 Mid-Flonda Lumber, Barlow. FL. LOAD CASES) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert, 17-32=-10. 1-16-100 Concentrated Loads (lb) Vert: 23=-440(F) 6.13D s Sep 15 2017 MiTek Industries, Inc. Fri Feb 16 13:11:42 2016 Pape 2 ID:McROzDO4zlC4FHT5D7wPapy3nGB-hflrwM 1 CAu4hkl xOsDzw6xwpyw)dBCgZN7X1hakYoF WARNING - V.-ty design parameters and READ NOTES ON INS AND INCLUDED MITEK REFERENCE PAGE MO.7473 rev. IMY2015 BEFORE USE. Design valid for use only with MlTakm 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 venty the opplkJblbty 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 peraonsl Injiury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVrP11 Quality Criteria, DS049 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute. 218 N. Lee Street, Sidle 312. Alexandria. VA 22314 Tamps, FL 36610 Job Truss Truss Type Oty Ply Perk Sq / 2572-PENSACOLA-A TRAY T13260268 PS02572A-T FS FLOOR 1 1 lerence o Bo a Mid-Flonda Lumber, USIMOM FL. S.13t1 s bep is zut f mr ieK industries, Inc. rn reo to is:i t:ez zuto rage t ID,J7ZBOvOKVMSnUbdUKYytfEy3nG9-hflrwM 1 CAu4hk 1 xO sDzw6xwxlw6GBNHjZN7XVxzkYoF 1-3-0 1-64 i 09 3x3 = 3x3 1 3x8 — 2 31x3 II 43x3 = 5 3x3 11 LOADING (psQ SPACING- 1-4-0 CSI. DEFL. in loc) Udell Ud TCLL 40.0 Plate Grip DOL 100 TC 0.30 Vert(LL) 0.03 7-8 999 360 TCDL 10 0 Lumber DOL 1.00 SC 0.29 Vert(CT) 0.04 7-8 999 240 BCLL 0.0 Rep Stress Ina YES WB 0.16 Horz(CT) 0.00 6 n/a n/a BCDL 5.0 Code FBC2017lrP12014 Matrix-S LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD SOT CHORD 20 SP No.2(flat) WEBS 2x4 SP No.3(flat) BOT CHORD REACTIONS. (lb/size) 11-301/Mechanical, 6=301/0-7-8 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-11--296/0, 5-6=-299/0, 1-2-256/0, 2-3=497/0, 3-4=497/0 BOT CHORD 9-10=0/497, 8-9=0/497, 7-8=0/469 WEBS 5-7=0/340, 1-10=0/340, 4-7=-304/0, 2-10-328/0 PLATES GRIP MT20 244/190 Scale - 1.15 7 13 1x3 = O 1x3 = ¢ 12 Weight: 46 lb FT = 20%F, 11%E Structural wood sheathing directly applied or 6-0-0 oc puffins, except end verticals. Rigid ceiling directly applied or 10-0.0 oc bracing NOTES- 1) Unbalanced floor live loads have been considered for this design 2) The Fabrication Tolerance at joint 11 - 0%, joint 6 = 0%, joint 5 = 0%. joint 7 = 0%, joint 10 = 0%, joint 1 = 0%, joint 4 = 0%, joint 2 = 0%, joint 8 = 0%, joint 9 = 0%, joint 3 = 0%, joint 12 = 0%, joint 13 = 0% 3) Refer to girder(s) for truss to truss connections. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3.10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 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. Thomas A. Albani PE No.39360 Wilk USA, Inc. FL Cert $634 904 Parke East Blvd. Tampa FL $3610 Date: February 16,2018 AWARIONO - Verify tleslgn pammerars and READ NOTES ON T10S AND INCLUDED MITEK REFERENCE PA E MIP7473 rev. 100103/201 a BEFORE USE. Design valid for use only On MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss syslem. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design.Bracing Ind"ed Is to prevent buckling of InElvidual truss web snNor Nord members only. Additional temporary and permanent bracing k' WOWIsalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalIn)ury and property damage For general guidance regarding Us fabrication, storage, delivery, erecilon and bracing of trusses and truss systems, see ANSITTPIt Quality Criteria, DSB-e9 and BCSI Building Component 69D4 Parke Fast Bind. Solely Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312. Nwundnla, VA 22314 Tamps. FL 36610 Job Truss Truss Type 0ty Ply Park Sq / 2572-PENSACOLA-A TRAY T13260269 PS02572A-T F6 FLOOR 1 1 Job Reference (optional Mid-Florida Lumber, Bartow, FL. 1-3-0 e.1Ju a sep to zut I mu ieK mousines, Inc rn reD to ij:11:43 cuiu rape 1 ID:nB7ZcFRyFgae6lCguFT6CSy3nG8-ArsD7hlgxBCYLBWc0wV9e8T tKK-wkZtnll41NzkYoE 01*8 Scale = 1.27.4 3x5 = 30 = 1x3 = 40 = 1x3 II 3x4 = 3x9 = 34 = 1x3 II 3x5 = tx3 = 13x7 = 2 3 4 5 6 7 B 9 10 w,I 1 !,ere Iavi /. wm,! FIN 34 II 04 = 4x4 = 1x3 I) 30 = 3x9 = 30 = 3x4 = 04 = lx3 II 1x3 II 23 22 7-1I I 1 14.712 7-100-0 30- 0 6-54 Plate Offsets ( X.Y)- 14 0-1-8.Edael.17:0.1-8.Edoel. 110,0-1-8.Edoel.113:0.1-8.Edoel. 119:0-1-8.Edoel LOADING (psp SPACING- 1-4.0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 40. 0 Plate Grip DOL 1.00 TC 0.82 Vert(LL) -0.21 17-18 >911 360 MT20 244/190 TCDL 10. 0 Lumber DOL 1.00 BC 0.77 Vert(CT) -0.29 17-18 >665 240 BCLL 0. 0 Rep Stress Ina NO WB 0.54 Horz(CT) 004 11 n/a n/a BCDL 5. 0 Code FBC2017/rP12014 Matnx-S Weight: 93 lb FT = 20%F, 1196E LUMBER- BRACING - TOP CHORD 2x4 SP No.1(flat) TOP CHORD Structural wood sheathing directly applied or 5-9-13 oc purlins, BOT CHORD 2x4 SP DSS(flat) except end verticals. WEBS 2x4 SP No.3(flet) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. (lb/ size) 21=819/0.3-8, 11=807/0-7-8 FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 1-21=782/0, 10.11=787/0, 1-2=-797/0, 2-3=2427/0, 3.4-2427/0, 4-5=3057/0, 5-6= 3473/0, 6-7=2781/0, 7-8=-2234/0, 8-9=2234/0, 9-10=-773/0 BOT CHORD 19.20=0/1615, 18-19=0/2427, 17-18=0/2427, 16-17=0/3462, 15-16=0/3183, 14-15=0/2234, 13-14= 0/2234,12-13=0/1545 WEBS 1- 20=0/1061, 5.17-578/0, 2-20=1137/0, 4-17=0/908, 2-19=0/1144, 3-19=-384/0, 4-18=- 482/0, 10-12=0/1051, 9.12=-1073/0, 9-13=0/967, 8-13=-270/0, 7-14=-427/0, 6-16= 0/420, 6-15=595/0, 7-15=0/785 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) The Fabrication Tolerance at joint 21 - 0%, joint 11= 0%, joint 10 = 0%, joint 5 = 0%, joint 20 = 0%, joint 1 -0%, joint 17 - 0%, joint 2 = 0%, joint 4 = 0%, joint 19 - 0%, joint 3 = 0%, joint 18 = 0%, joint 12 = 0%, joint 9 = 0%, joint 13 = 0%, joint 8 = 0%, joint 14 = 0%, joint 7 = 00%, joint 16 = 0%, joint 6. 0%, joint 15 = 0%, joint 22 = 0%, joint 23 = 0% 3) Recommend 2x6 strongbacks, on edge, spaced at 1D-0-0 oc and fastened to each truss with 3.10d (0.131" X 3") nails Strongbacks to be attached to walls at their outer ends or restrained by other means 4) CAUTION, Do not erect truss backwards. 5) Hanger( s) or other connection device(s) shell be provided sufficient to support concentrated load(s) "0 lb down at 7-10-12 on This item has been bottom chord. The design/selection of such connection device(s) is the responsibility of others 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). electronically signed and sealed by Albani, Thomas, PE LOAD CASE( S) Standard using a Digital Signature. 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Printed copies of this Uniform Loads ( pit) Vert. 11- 21=-7,1-10=67 document are not considered Concentrated Loads ( lb) signed and sealed and the Vert:16=- 440(F) signature must be verified on any electronic copies. Thomas A Albani PE No.393 MITek USA, Inc. FL C9rt 9934 904 Parke East Blvd. Tampa FL 33910 Date: February 16, 2018 Q WARNING - VwW design parameters and READ NOTES ON TNIS AND INCLUDED 99TEN REFERENCE PAGE 1101-7473 rev. 101003/201e BEFORE USE. Design valid for use only with MIT09 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 budding design Bracing Indicated Is to prevent buckling of Individual truss web andror lard members only. Additional temporary and permanent bracing MiTek' Is alwaysrequiredforstabilityandtopreventceliapsawithpossiblepersonalInjuryandpropertydamageForgeneralguidanceregardingthefabrication, storage, delivery. erectbn and bracing of trusses and trues systems, see ANSVTPII 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. Alexandria. VA 22314. Tampa, FL 38610 Job Truss Truss Type City Ply Park Sq / 2572-PENSACOLA-A TRAY T13260270 PS02572A-T F7 FLOOR 2 1 Job Reference loplionall Mid -Florida Lumber, Bartow, FL. i 1.3.0 i 1-" 8.130 s Sep 15 2017 MiTek Industries. Inc. FriFeb 15 13:11:45 2018 Pagel ID: nB7ZcFRyFgae6lCguFT6CSy3nG8.6E_YN35SPSGbUf7YLXdjZYJj7z6OhmAF LE86GzkYoC 0 11 18 Scale = 1 27.2 1x3 = 1x3 II axe = 1x3 II 3x4 = tx3 = 13x5 2 3 4 5 8 7 8 9 In to 17 In 1S 14 77 12 11 tx3 II 30 = 22 21 7. 10.8 16.5.12 I I7. 10.8 B-74 Plate Offsets (X.Y)- f 12:0-1-8.Edael LOADING ( psf) SPACING- 14-0 CSI, DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 400 Plate Grip DOL 100 TC 086 Vert(LL) -0.23 13-14 >829 360 MT20 244/190 TCDL 100 Lumber DOL 100 BC 098 Vert(CT) -0.32 13-14 >607 240 BCLL 0.0 Rep Stress Ina YES WB 0.37 Horz(CT) 0.03 10 n/a n/a BCDL 5.0 Code FBC2017ITP12014 Matrix-S Weight. 89lb FT - 20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(Ilal) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP No 1(Oal) except end verticals WEBS 2x4 SP No 3(flat) BOT CHORD Rigid ceiling directly applied or 1D-0.0 oc bracing. Except, 2. 2-0 oc bracing: 13-14.12-13. REACTIONS. ( lb/size) 20=593/D-3-8, 10=59310-7-8 FORCES. ( lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1.20=-572/0, 9-10=561/0, 1-2=-563/0, 2-3=-1585/0, 34=-1585/0, 4-5--1879/0, 5-6=-1931/0, 6-7=-1638/0, 7- 8-1638/0, 8-9=-525/0 BOT CHORD 18-19-0/1117, 17-18=0/1585, 16-17=0/1585, 15-16=0/2030, 14-15=0/2030, 13.14=0/1638, 12-13=0/1638, 11- 12=0/1098 WEBS 1-19=0/750, 2-19=770/0, 4-16=0/451, 2-18=0/677, 4-17=-266/0, 9-ll=0r713, 8-11=-798/0, 6-14=0/458, 8-12=0r781, 6. 13=-268/0, 7-12=-300/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x3 MT20 unless otherwise Indicated. 3) The Fabrication Tolerance at joint 20 - 00%, joint 10 = 0%, joint 9 = 0%, joint 15 = 0%, joint 5 = 0%, joint 19 = 0%, joint 1 = 0%, joint 16 = 0%, joint 2 = 0%, joint 4 = 0%, joint 18 = 0%, joint 3 = 0%, joint 17 = 0%, joint 11 - 0%, joint 14 = 0%, joint 8 = 0%, joint 6 = 0%, joint 12 = 0%, joint 13 = 0%, joint 7 = 0%, joint 21 = 0%, joint 22 = Dew* 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 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 co jes. Thomas A. Albani PE No.39 0 MIT* USA, Inc. FL Cart $634 6304 Parke East Blvd. Tampa FL 33610 Date: February 16,2018 0 WARNING - Verify design parameters and READ NOTES ON INS AND INCLUDED 411TEIr REFERENCE PAGE MII.7473 rev. 14M07/2016 BEFORE USE. wwww Design valid for use only with Mrrekm Connectors This design Is based only upon parameters shown, and Is for an IndWusl building component. not w' atrusssystem. Before use, the building designer must verify the applircabaly of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web andfor chord members only Add4lonal temporary and permanent bracing WOW IsalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandproperlydamage. For general guidance regarding Ind fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSVTPN Quality Criteria. DSB49 and SCSI Banding component 6904 Parks East Blvd eafaly Inlomrallon available from Truss Plate Institute, 218 N. Lee West. Suite 312. Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Park Sq / 2572-PENSACOLA-A TRAYly T13260271 PS02572A-T F8 FLOOR 5 1 b Reference (optional Mid-Flonda Lumber, 9anow, FL. o. r,w a oily w cu r r mn an nruuamaa, nrc, ry r r r ayo ID:FOhxp9Se0 VJvnI y__LIy3nG7.2d6kz34L_Qi_gopO*a5p dm5xgXsZiSi4lABzkYoA HA-1 0-h8 Scale =1:33 5 30 = 1x3 = 34 = 14 II 34 FP = tx3 = 1 2 3 4 5 8 7 8 9 10 11 25 q 24 3x5 = 3x6 FP = tx3 II 3x5 = 1x3 II LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) Well Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.42 V8ff(LL) 0 26 16-17 907 360 TCDL 10.0 Lumber DOL 1.00 BC 092 Vert(CT) 0.36 16-17 661 240 BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(CT) 0.06 12 n/a n/a BCDL 50 Code FBC2017fTP12014 Matrix-S LUMBER- BRACING - TOP CHORD 2x4 SP No.2(0at) TOP CHORD BOT CHORD 2x4 SP No.2(0at) WEBS 2x4 SP No.3(Oat) BOT CHORD REACTIONS. (lb/size) 23-729/0-3-8.12-729/0-7-8 FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 1-23=-724/0, 11-12=724/0. 1-2=743/0. 2-3=-1868/0. 3-4=2583/0, 4-5=-2981/0, 5.6-2981/0, 6-7=2931/0, 7-9=2577/0, 9-10=1843/0, 10.11-712/0 BOT CHORD 21-22=0/1405, 19-21=0/2311, 18.19=0/2847, 17-18-0/2981, 16-17=0/2981, 15-16=0/2849, 14-15=0/2290,13-14=0/1377 WEBS 11-13=01968, 1-22=0/989, 10.13=925/0, 2-22=921/0, 10-14=0/648, 2-21-0/644, 9-14=622/0. 3-21=-616/0, 9-15=0/399, 3-19=01379, 7-15=-378/0, 4-19=-366/0, 4-18=88/361 PLATES GRIP MT20 244/190 Weight: 106 lb FT = 20%F, 11%E Structural wood sheathing directly applied or 6-0-0 oc puffins, except end verticals. Rigid ceiling directly applied or 10-0.0 oc bracing, Except 2-2-0 oc bracing: 16-17. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x3 MT20 unless otherwise indicated. 3) The Fabrication Tolerance at joint 23 = 0%, joint 20 = 0%, joint 12 = 0%. joint 11 = 0%. joint 8 = 0%, joint 13 = 00/0. joint 22 - 0%, joint 1 = 0%, joint 10 = Oeib, joint 2 - 0%, joint 14 = 0%, joint 21 = 0%, joint 9 = 0%, joint 3 = 0%, joint 15 = 0%, joint 19 = 004, joint 7 = 0%, joint 4 = 0%. joint 16 = 0%, joint 18 = 01%, joint 6 = 0%. joint 5 = 0%, joint 17 = 0%, joint 24 = 0%, joint 25 = 0% 4) Recommend 2x6 stongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means 5) CAUTION, Do not erect truss backwards. 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. Thomas A. Albani PE No.393 0 MITek USA, Inc. FL Cert $634 904 Perks East Blvd. Tampa FL 33610 Date: February 16,2018 AWARNING. Vanity daalgn paremera, and READ NOTES ON 1005 AND INCLUDED MITEK REFERENCE PAGE NIF7473 m. 1NOX7015 BEFORE USE. Design vend for use only with Mrreke connectors This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Inewpotate this design Into the overen bubding design Bracing Indicated Is to prevent bucliling of Individual trust web sndfor chard members only Additional temporary and permanent bracing M!Te k' Is ekvays required for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPat Quality Criteria, DS049 and BCSI Building Component 6904 Parke East Bled. Safety Information available from Truss Plate Institute, 218 N Lee Street. Suite 312. Alexandria, VA 22314. Tampa, FL 38610 Job Truss Truss Type Oly Ply Park Sq / 2572-PENSACOLA-A TRAY T13260272 PS02572A-T F9 FLOOR 2 1 b Reference (optional) Mid -Florida Lumber. Bellow. FL 0-1.8 I --I 1-3-0 a11-B 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Feb 16 13:11:47 2018 Page 1 ID:FOhxpaSe0 ivjvnt$y_Llfy3nG7-2d6kz34L_Oi_gopOfmZ5p_doSxmslMSirjlABzkYoA 1 2 3 4 M Scale =,•12 s 6-B-0 LOADING (psf) SPACING- 1.4-0 cSl. DEFL. in loc) Vdefl Ud PLATES GRIP TCLL 400 Plate Grip DOL 100 TC 0.29 Vert(LL) -0.01 8-9 >999 360 MT20 244/190 TCDL 100 Lumber DOL 1.00 BC 0.20 Vert(CT) -0.01 8-9 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0,11 Horz(CT) 0.00 5 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight 39111 FT - 20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(0at) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 20 SP No.2(0at) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS. (Ib/size) 10=233/0.3.8, 5=233/0-3-8 FORCES. (lb) - Max Comp /Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-337/0 BOT CHORD 8-9=0/337, 7-8=0/337, 6-7=0/337 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x3 MT20 unless otherwise indicated 3) The Fabrication Tolerance at joint 10 = 0%, joint 5 = 0%, joint 1 - 0%, joint 4 = 0%, joint 6 - 0%, joint 9 = 0%, joint 3 = 0%, joint 2 = 0%, joint 8 - 0%, joint 7 = 0%, joint 11 = 0%, joint 12 = 0% 4) Recommend 2x6 strongbacks, on edge, spaced at 10.0-0 oc and fastened to each truss with 3-10d (0.131" X r) nails Strongbacks to be attached to walls at their outer ends or restrained by other means. 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. Thomas A. Albani PE No.39390 111170 USA, Inc. FL Cert 6634 904 Parke East Blvd. Tampa FL 33810 Date: February 16,2018 O WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED OTEK REFERENCE PAGE 111011•7473 rev. 10 MV2015 BEFORE USE. Design valid for use only, with MlTelt® cenneaors. This design Is based only upon parameters shown, and Is for an Individual building component, not w' a truss system. Before use, the building designer must verily the applirebWly of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent bucWbV of Individual truss web ondfor chord members only. Additional temporary and permanent bracing M iTe k' is always raqulred 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 Cilterla, DSB2e and SCSI Building Component 604 Parke Fast Blvd Safety Infomullon available from Truss Plate Institute. 218 N Lee Street. Suite 312. Alexandria. VA 22314. Tempe. FL 36610 Job Truss Truss Type City Ply Park Scl / 2572-PENSACOLA-A TRAY T13260273IPS02572A-T Flo FLOOR 1 1 Job Reference (optional) Mid-Flon08 Lumber, 1:18TIOw, FL. 0.1.8 Hr 1.3.0 r o. rav a acy w cv r r mn cn nruuauma, cry. n c w r ,v Y. ID:FOhxpaSaO i iivniSy_LI1y3nG7-LiVysez4LLROdG2T4101PID4uvRjW6S P5lmpjzkYoK f—o 04 Scats = 1.14.2 1 2 31x3 11 4 5 12 13 lx3 = I LOADING (psf) SPACING- 14-0 CSI. DEFL. In loc) Uden Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 028 Vert(LL) 001 7-8 999 360 MT20 244/190 TCDL 10 0 Lumber DOL 1.00 BC 0.19 Vert(CT) 0.02 7-8 999 240 BCLL 0.0 Rep Stress Inor YES WS 0.14 Hoa(CT) 000 6 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight 44 lb FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 20 SP No.2(flat) TOP CHORD BOT CHORD 20 SP No.2(Oat) WEBS 2x4 SP No.3(flat) BOT CHORD REACTIONS. ( lb/size) 11=268/0-3-8, 6=268/0.38 FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-11=-265/0, 5-6=264/0, 2-3=415/0, 3.4-415/0 BOT CHORD 9-10=0/41S. 8-9=0/415, 7-8=0/413 WEBS 5-7=0/287, 1-10=0/285, 4-7=262/0, 2-10-260/0 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling direly applied or 10-D-0 oc bracing. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x3 MT20 unless otherwise indicated. 3) The Fabrication Tolerance at joint 11 = 0%, joint 6 = 0%, joint 1 = 0%, joint 5 = 0%, joint 7 - 0%, joint 10 = 0%. joint 4 - 0%, joint 2 = 0%, joint 8 = 0%, joint 9 = 0%, joint 3 = Oe.6, joint 12 = 0%, joint 13 = 00/0 4) Recommend 2x6 strongbacks, on edge, spaced at 1D-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 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. Thomas A. Albani PE No.3939 MiTek USA, Inc. FL Cori 9934 904 Parke East Blvd. Tamps FL $3910 Date: February 16,2018 Q WARNING - Verify design Parameters and READ NOTES ON TN/S AND INCLUDED IIBTEK REFERENCE PAGE 00.7473 rw. 1403,7015 BEFORE USE. werew Design valid for use only with MRek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a lrvss system Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design Bering Indicated Is to buckling of Individual truss web andlor chord members only. Additional temporary and permanent bracing preventIs aMaya required for stability and to prevent collapse w4h possible personal Injury and properly damage. For general guidance regarding the MiTek" fabrication, storage, delivery. erection and bracing of trusses and truss systems, ass ANSVTPII Quality Criteria, D3049 and SCSI Building Component 6904 Parke Fast Blvd Sorely Information available from Truss Plate Institute. 218 N. Lee Street. Suae 312. Alexandria. VA 22314. Tamps, FL 36810 Job Truss Truss Type Oty Pl7job Sq / 2572-PENSACOLA-A TRAY T13260274 PS02572A-T G1 MONO HIP 1 el r li al Nlof-Florida Lumber, tlanOW. FL. 6 130 6 5ep 15 ZU17 MiTek Industries, Inc. Fri Feb 16 13:11:49 2018 Page 1 ID•jaFJlwSCnHrML2L3OgVeNty3nG6_9DVO16bW1yh36zmnBbZuPLikKsKMZIAzCOFlzkYoO 3 2-14 + 8 4-0 + 9 5 2 12.4.7 I 15-3-13 I 18-3.2 F 21-0-12 I 23.7-4 I 26-84 7-8.4, 3-2-14-14 3.1.2 3 1.2 2-11 2-11-6 2-11 8 2.9.10 2.6 8 3 1-0 1 _DO Scale' 1/4"zV 1.5x4 II 9 6.00112 3x8 4x4 = 4x8 = 1.50 II 4x8 = 4xS = Sx5 = 4x4 = 1G 1 2 3 24 4 5 25 6 7 26 4x14 - 11 27 I LU 12 21 20 19 to 17 16 15 14 13 26 20 II 4x4 = 6x8 = 7x8 = 40 = 40 = 4x4 = 30 11 08 = 3x4 = 3-2.14 NN 0- 2 3-1-2 2.11$ 2-11$ 2-11$ 2-9-10 28A 31-0 Plate Offsets (X.Y)- 14:0-3-8.0-2-01.16:0-2-8.0.3.01.118:0-4-0.0.4-81 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 093 Vert(LL) -0.28 15-16 >875 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 100 Vert(CT) -0.58 15-16 >418 180 BCLL 0.0 Rep Stress Incr NO WB 096 Horz(CT) -0.06 19 n/a file BCDL 10.0 Code FBC2017fTPI2014 Matrix -MS Weight, 303 Ib FT - 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except' TOP CHORD Structural wood sheathing directly applied or 2-3-11 oc purlins, 1-6 2x4 SP DSS except end verticals. BOT CHORD 2x6 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 6-M oc bracing. 11-18: 2x6 SP NoAD WEBS 20 SP No.3 REACTIONS. (lb/size) 21=-604/0.7-8, 19=6015/0.7-8, 11=1876/0-7-8 Max Horz 11--40(LC 8) Max Uplift 21=-662(LC 14). 19=816(LC 4). 11=296(LC 8) Max Grav 21=92(LC 5). 19=6662(LC 14), 11=2023(LC 14) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-21=-87n23, 1-2=463/3759, 2.3=1067/8853, 3-4-1067/8853, 5-6=-6678/794, 6.7=10344/1243,7-8=-11348/1383,9.10=260/45,10-11--4258/544 BOT CHORD 19.20=3759/463, 18-19=-437/73, 17-18=794/6678, 16-17-1239/10295, 15.18=1383/11348, 14-15=-1211/9732, 13.14=-113319047, 11-13=475/3766 WEBS 4-18=-202/1855,5.18=7223/871,5.17=-154/1399,6-17=-3823/487,6.16=-21/323, 7-16=-1056/148, 7-15=660/107, 8.15=210/1699, 10-13-285/2478, 2-20=-61/676, 3.19=-1352/203, 1-20=3906/478, 2-19=-5331/651, 4-19=8809/1054, 8-13=-5686/716, 8-10=-3668/491 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 0-7-0 oc Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 20 - 1 row at D-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. Pry 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) Vesd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; 8=45f , L=24f . eave=oft, 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 662 lb uplift at joint 21, 816 lb uplift at joint 19 and 296 Ib uplift at joint 11. 9) Girder carries tie-in span(s): 7-0-0 from 0-0-0 to 21-0-12 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) . The design/selection of such connection device(s) is the responsibility of others. 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. Thomas A. Albani PE No.393 0 MiTsk USA, Inc. FL Cert 6634 904 Parke Ent Blvd. Tampa FL 33610 Date: February 16,2018 WARNI%NG • Verity "an parameters and READ NOTES ON TINS AND INCLUDED WTEK REFERENCE PAGE MII.7473 rev. IGM367016 BEFORE USE. Design valid for use only with MRek® 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 budding design. Bracing Indicated Is to prevent bucWing of Individual truss web andfor Chord members only. Addaional temporary and permanent bractng M iTek' Is always re4ulred 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 ANSVTPI7 Quality Crlterls, OSO-49 and BCSI Building Component 6904 Parke East Blvd Safely Information available from Truss Plata Institute. 210 N Lee Street. Suite 31Z Alexandria. VA 22314. Tampa. FL 36810 Job Truss Truss Type Ply Park Sq / 2572-PENSACOLA-A TRAYOty T13260274 PS02572A-T G1 MONO HIP 1 2 job Reference (optional) Mid-Flonda Lumber, Barlow. FL. LOAD CASE(S) Standard 1) Dead. Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert 1-8=286(F=-211), 9-27=-60, 11-27-20, 11-12=-60, 11-21=-20 Concentrated Loads (lb) Vert. 8=-341 8 130 s Sep 15 2017 MTek Industries, Inc Fn Feb 16 13 1150 2018 Pape 2 ID jaFJIwSCnHrML2L3DpVaHty3nG6-SCnib57EHL4YhFYzKu7oQdFOS8p53ppvOdxynTzkYo7 Q WARNING - Volly dealgn parameters and READ NOTES ON INS AND INCLUDED M/TEK REFERENCE PAGE MIP7473 rev. IWN2015 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, nor • a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overact WN building design Bracing Indicated Is to prevent buckling of Individual truss web andlor chord members only. Adddional temporary and permanent bracing M iTe k• Is always required for stability and to prevent collapse wdh possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, ass ANSVTPII Quality Criteria, 03049 and SCSI Building Component 6904 Parke East Blvd. Safely Informatlon avallable from Truss Plate Inslitule, 218 N. Lee Street. Suite 312, Alexandria. VA 22314. Tempe. FL 38810 Job Truss Truss Type 0ty Ply PENSACOLA-kTRAYarkSq/2572 T13260275 PS02572A-T G2 MONO HIP 1 1 job Reference (optional Mid-Florlde Lumber. Barlow, FL. 8.130 s Sep 15 2017 MiTek 3.0-14 2-11.2 2-11-2 2.11.2 2.9.6 2-" 11.50 II 7 Inc FriFeb 1613:11:51 2018 3x4 11 exe = 4z6 = 8x8 MT20HS = 4x4 = 3x4 II 7x6 = 30 = LOADING ( psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 100 TCDL 10.0 Lumber DOL 100 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2017rrP12014 LUMBER - TOP CHORD 2x4 SP No 2 BOT CHORD 2x6 SP DSS WEBS 2x4 SP No 3 *Except' 1- 16,2-15,3 14,5-14,6-13 2x4 SP No.2 REACTIONS. ( lb/size) 17=1010/0.7-8, 9=1119/0.7-8 Max Horz 9--40(LC 8) Max Uplift 17=69(LC 4). 9=-153(LC 8) Max Grav 17-1174(LC 2), 9=1202(LC 14) Scale - 1.37.0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TC 100 Verl(LL) 0.39 13-14 >621 240 MT20 244/190 BC 0 74 Verl(CT) 0.74 13-14 >324 180 MT20HS 187/143 WB 0 78 Horz(CT) 0 06 17 n/a n/a Matrix - MS Weight: 116 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verlicals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. ( lb) - Max Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-17--1020/69. 1-2--28231164, 2-3=-4861/284, 3-4=-5594/345, 4-5=5594/345. 5- 6=5839/402, 8-9=2379/219 BOT CHORD 15.16=176/2963, 14-15=-284/4861, 13.14=402/5839, 12-13=-409/5097, 11- 12=-393/4781, 9-14=-184/2086 WEBS 1-16=-159/2760, 2-16=931/77, 2-15=122/2008, 3-15=514/52, 3.14--73/803, 4- 14=-255/29, 5.14=342/61, 6-13=-3/932, 6-8=-2041/209, 6-11=2902/225, 8. 11=-83/1309 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd-108mph, TCDL-4 2ps1; BCDL=3.Opsf; h=15ft; 8=451t; L=241t; eave=4ft, 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) All plates are MT20 plates unless otherwise Indicated. 5) The Fabrication Tolerance at joint 17 = 0%, joint 1 - 0%, joint 2 = 0%, joint 12 = 0%, joint 7 = 0%, joint 9 = 0e.6, joint 16 = 0%, joint 15 0%, joint 3 - 0%, joint 14 - 0%, joint 4 - 0%, joint 5 - 0%, joint 13 = 0%, joint 6 = 0%, joint 8 = 0%, joint 11 - 0% 6) This truss has been designed for a 10.0 psi bottom chord live load nonconcunent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsl 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 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 69 lb uplift at joint 17 and 153 lb uplift at joint 9. 9) Henger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Root Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Verl: 1-6-75, 7-23-60, 9-23-20, 9-10-60, 9-17--20 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. Thomas A. Albani PE No.393 0 Well USA, Inc. FL Grl $934 904 Parke East Blvd, Tampa FL 33910 Date: February 16,2018 Q WARNING - Verify design perimeters and READ NOTES ON INS AND INCLUDED aeTEK REFERENCE PA E M167473 rev. 10,VV2015BEFORE USE. Design valid for use only with MrTek® connectors This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the budding designer must verify the applicability of design parameters and property Incorporate this design Into the overall bullding design Bracing Indicated Is to prevent budding of Individual truss web and/or chord members only Additional temporary and permanent bracing MiTek IsalwaysrequiredforstabilityandtopreventcollapsewithpossiblePersonalInjuryandpropertydamage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss Systems. see ANSIrrP11 Quality Criteria, 05829 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suits 312. Alexandria, VA 22314. Tampa. FL 36610 Job Truss Truss Type Oy Park Sq 12572-PENSACOLA-A TRAY IPly T13260275 PS02572A-T G2 MONO HIP 1 1 Job Reference (oplionall Mid -Florida Lumber, Bartow, FL. LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 6=248 8,130 s Sep 15 2017 MiTek Industries, Inc. Fri Feb 15 13:11:51 2018 Page 2 ID:(aFJ1wSCnHrML2L30gVeNty3nG6-xOLFpR7s21CPJP79ucelzgolIY4LoHu2dHAVJvzkYo6 Q wARN/N0 - verity design parameters and READ NOTES ON MS AND INCLUDED OTEK REFERENCE PAGE 61I1-7473 rw. 109=015 BEFORE USE. Design valid for use Only with MRekm connectors. This design 17 based only upon parameters shown, and Is for an Individual budding component, not s Wes system. Before use, the bulWinp designer mush verity the applicability of design parameters and properly Incorporate this design Into the wordsbuildingdesignBracingIndicatedIstopreventbucklingofIndividualtrustweband/or chord members only. Additional temporary and permanent bracing M iT®k• Is always required for stability and to prevent collapse with possible personal Injury and property damage Fa general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss, systems, no ANSVTPII Quality Criteria, OSS49 and SCSI Building Component 5904 Parke East Bald. Barely Information evadable from This Plate Institute. 218 N Lee Street, Suite 31Z Alexandria, VA 22314 Tempe. FL 38610 Job Truss Truss Type Oty Ply Park Sq / 2572-PENSACOLA-A TRAY T13260276 PS02572A-T G3 FLOOR 1 Job Reference (optional Mid-Florida Lumber, Barlow. FL. 8.130 s Sep 15 2017 MTek Industries. Inc. Fri Feb 16 13:11:52 2018 Page 1 ID BmphEGTrYbzDzCwFZNlpg4y3nGS-PavdOmBUpyKGxZiLSJ9GW2LXyShXm9CswO3rMzkYo5 1 1-11-9 3.9$ + 5.7.4 + 7.10.7 + 10.1.10 + 12-13 + 14.8-0 + 18.5.14 + 15-3-11 2L 1-11-9 1-9-13 1.9.14 1; 3. 2.3.3 2.3 3 2.3 3 1.9.14 1-9-13 1-11-9 Scale = 1.34.3 30 = 30 = 30 = 30 = 3x4 = 1.50 II 30 = Sx5 = 04 = US = US = 1 2 3 4 5 6 7 8 9 10 11 20 II 30 = 3x4 = 7x6 = 3x4 = 3x8 = 30 = 04 = 3x8 = 3xt0 = 30 II 1-11-9 r 1.11.9 3-9$ 5-7-4 7-10.7 10.1.10 12-13 14-B-0 18-5-14 18-3.11 20.3.41 1.9-13 1 1-9-14 1 2-3 3 + 233 1 2.3.3 1 2-3 3 1 1.9.14 1 1.9.13 1 1-11-9 r Plate 011sets (X.Y)— 18:0.2-8.0.3.0).110:0-3-8.0.1-81.113:0.3.8.0.1-81.114:0.3.8.D-1-81.119:0-3-0.0-4-81 LOADING (pat) SPACING- 1-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 100 TC 0.74 Vert(LL) 0.39 16-17 607 360 MT20 244/190 TCDL 10.0 Lumber DOL 100 BC 0.60 Vert(CT) 0.54 16-17 442 240 BCLL 0.0 Rep Stress Incr NO WB 0.65 Horz(CT) 004 12 TIM n/a BCDL 5.0 Code FBC2017rrP12014 Matrix -MS Weight. 228 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 'Except' 12-19 2x6 SP DSS BOT CHORD WEBS 20 SP No.3 *Except* 1-21,11-13,2-20,3-19,10.14,9.15: 2x4 SP No.2 REACTIONS. (Ib/size) 22=1132/0.3-8, 12=2755/Mechanical FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-22=-1035/0, 1-2=1927/0, 2-3=3666/0, 3-4=-5214/0, 4-5=6948/0, 5-6=-810210, 6-7=8102/0, 7-8=-9542/0, 8-9=9925/0, 9.10=-7802/0, 10.11=-4353/0, 11-12--2477/0 BOT CHORD 20.21=0/1927, 19-20=0/3666, 18-19=0/5337, 17-18=0/6948, 16.17=0/9542, 15-16=0/10138,14-15=017802,13-14=0/4353,12-13=0/281 WEBS 1-21=0/2059, 4-19=823/0, 4-18=0/1749, 8-15=1415/0, 11-13=0/4604, 2-21=995/0, 3-20=-944/0, 2-20=0/1966, 3.19=0/1782, 1D-13=2323/0,9-14=-1733/0, 10.14=0/3899, 9-15=0/2398, 5-18=-608/0, 5-17=011 253, 7-16=01486, 8-16=654/0,7-17=-1564/0 Structural wood sheathing directly applied or 3-0-5 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 tOd (0 131"x3") nails as follows: Top chords connected as follows: 20 - 1 row at D-2-0 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 (8) face In the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (8), unless otherwise Indicated 3) Refer to girder(s) for truss to truss connections 4) Girder carries tie-in spans) 7-0-0 from 14-5-8 to 20-D-12 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1368 lb down at 14-8-0 on top chord The design/selection of such connection device(s) is the responsibility of others. LOAD CASES) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=l 00 Uniform Loads (pit) Vert 1-8=50, 8-11--303(F=-253), 12.22=-5 Concentrated Loads (lb) Vert, 8=-1368(F) 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. Thomas A. Albani PE No.39360 M)Tek USA, Inc. FL CM 6634 0M Parke East Blvd. Tampa FL 33810 Date: February 16,2018 AWARN/NO • VWIy, design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mp•7477 m•. 100103/2016 BEFORE USE. Design valid for use only with Mrysk® connectors This design Is based only upon parameters drown, 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 iTe k' Is ekrays required for stability and to prevent collapse with possible personal In)ury and property damage. For general guldance regarding the labrkatlon, storage. delivery, arectbn and bracing of trusses and buss systems. see ANSMI11 Quality Creeds. DS849 and BCSI Building Component 6906 Parke East Bind Safety Information available from Truss Plate Instituts. 216 N. Lee Street. Sucre 312. Nexandrla, VA 22314 Tampa. FL 36010 Job Truss Truss Type Gty Ply arkSq12572-PENSACOLA-A_TRAY T13260277 PS02572A-T GS FLOOR 1 1 b Reference Mid-Flonaa Lumber, uenOW, FL o..—»=P wemu„ n,,,=",,,,,, ". .., ,.. ray. , ID:BmphEGTrYbzDzCwFZNlpg4y3nG5-InT7D696aGS7YjGXO1gV2FInPMx7GNYL5aAcOozkYo4 3-5-0 3-5-0 1 04 = 2 20 II Scale = 1:9 4 2x4 11 4x4 = 3.5-0 3-5-0 1 LOADING (psf) TCLL 40.0 SPACING- 2.0.0 Plate Grip DOL 1.00 CSI. TC 043 DEFL. in Vert(LL) 0.00 loc) Vdefl Ud 4 •••• 360 PLATES GRIP MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(CT) -0.00 4 >999 240 BCLL 00 Rep Stress Ina NO WB 0.00 Horz(CT) 0.00 3 nla n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix -MP Weight: 21 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-0 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) 4=440/0-3-8, 3=440/0.7-8 FORCES. (lb) - Max. Comp./Max. Ten -All forces 250 (lb) or less except when shown. TOP CHORD 14=424/0, 2-3=-424/0 NOTES- 1) Girder carries tie-in span(s): "-4 from 0-0-0 to 3-5-0 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0.0 oc and fastened to each truss with 3-1Od (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) 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 + Floor Live (balanced): Lumber Increase=l 00, Plate Increase=l 00 Uniform Loads (pit) Vert: 3.4=10, 1-2=271(F--171) 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. Thomas A. Albani PE No.36T0 kliTak USA, Inc. FL GA 6634 ON Parke East Blvd. Tampa FL 33610 Date: February 16,2018 AWARNING - Verify design paramarars and READ NOTES ON TNS AND INCLUDED WTEK REFERENCE PAGE AVI.7473 rev. 1809R015 BEFORE USE. wwwa Design valid for use only with MITek® connectors This design Is based only upon parameters shown, and Is for an Individual building component, not s 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 buckling of Individual buss web and/or chord members only. Additional temporary and permanent baling M iTek' prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPH Duality Criteria, Ds&e9 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 Park Sq / 2572-PENSACOLA-A TRAY JPly T13260278 PS02572A-T HI HIP 1 1 Job Reference (optional Mid-Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries. Inc. Fri Feb 16 13:11:54 2018 Page 1 ID BmphEGTrYbzDzCwFZNlpg4y3nGS-Lz10RSAkLoa_AUkZkBkbTOg9151?n9UJEv9wEzkYo3 r -1-0-0 i 7-0-0 f 10$-2 14.OA i 21-0-4 ir1]0 7-0-0 3.8.2 3-6-2 7.0-0 5x5 = 30 = 4 5x5 = 15 5 Scale = 1:37.0 US = 3x4 = 5x6 = US = LOADING (psQ TCLL 200 TCDL 100 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Ina NO Code FBC2017/TPI2014 CSI. TC 0.95 BC 0.82 WB 0.23 Matrix -MS DEFL. in (loc) Udell Ud Vert(LL) -0 10 7-11 >999 240 Vert(CT) -0.26 7-11 >981 180 Horz(CT) 0.08 6 Title n/a PLATES GRIP MT20 244/190 Weight 91 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No. 1D *Except* TOP CHORD Structural wood sheathing directly applied. 3.5: 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-3-7 oc bracing. BOT CHORD 2x4 SP No 1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 6-1720/D-3.8, 2=1767/0.3.8 Max Horz 2=75(LC 7) Max Uplift 6=376(LC 8). 2=415(LC 6) Max Grav 6-1799(LC 14), 2=1858(LC 13) FORCES. (lb) - Max. Comp./Max. Ten -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3346/793, 3.4=29311740, 4-5=-2956/746, 5-6=-3344/798 BOT CHORD 2-8=-642/2979, 7-8=-744/3176, 6-7=-648/2930 WEBS 3-8=-22/613, 4-8--440/171, 4-7-4121168, 5-7=23/607 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=140mph (3-second gust) Vesd=108mph; TCDL=4.2psf, BCDL=3.0psf; h=15ft; 8=45ft; L=2411; eave=4ft; Cat. It: Exp B. Encl. GCpl=O 18. MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) The Fabrication Tolerance at joint 3 - 0%, joint 5 - 0%, joint 6 = 0%, joint 2 = 0%, joint 8 = 0%, joint 4 = 0%, joint 7 = 0% 5) This truss has been designed for a 10.0 psi 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. This item has been 7) Provide mechanicalconnection (by others) of truss to bearing plate capable of withstanding 376 lb uplift at joint 6 and 415 lb uplift at joint 2. electronically signed and 8) Henger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 503 lb down and 189 lb up at sealed by Albani, Thomas, PE 14-0-4, and 503 lb down and 189lb up at 7-D-0 on top chord. The design/selection of such connection device(s) is the using a Digital Signature. responsibility of others. Printed Copies Of this 9) In theLOADCASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). document are not considered LOAD CASE(S) Standard signed and sealed and the 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=l 25 signature must be verified Uniform Loads (pit) on any electronic copies. Vert: 1-3=60, 3 5= 131(F=-71), 5-6-60, 9-12=-44(F=24) Thomas A. Albani PE No.39380 Concentrated Loads (lb) USA, Inc. Ceft 6634 Vert: 3=385( F) 5=-385(F) 904k 8904 Parke EastBlvd. Tampa FL 33810 Blvd. mpa Date: February 16, 2018 AWARNING - Verify design pernmefws and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE Mn-7473 rev. 101011201e BEFORE USE. Design valid for use only with MITek4) 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 ding design Bracing Indicated Is to prevent buckling of Individual truss web antvor chord members only Additional lemptirery and permanent busting k' WOW ibu sIsalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamageForgeneralguidanceregardingthefabrication, storage, delivery, ereci on and bracing of trusses and truss systems, see ANSVTPTI Quality Criteria, DS829 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Insl4ute. 215 N Lee Street, Suite 312. Nexandris, VA 22314. Tampa. FL 36610 Job Truss Truss Type city Ply Perk Sq / 2572-PENSACOLA-A TRAY T13280279 PS02572A-T H2 HIP 1 1 Job Reference o ti al Mid -Florida Lumber, Barlow, FL. 31 b.13U s Sep 15 zul f Ml l ex Inausines, mc. Fn 1'eD 1b 1 J 11 SS zu1b wage 1 4.2.12 3-04 4.2.12 4x8 = 410 4 5 4-9.4 Scale = 1361 40 = 3x4 = 5x8 = 04 = LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 00 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 125 Lumber DOL 125 Rep Stress Incr NO Code FBC2017/TPI2014 CSI. TC 0.56 SC 0.78 WS 0.19 Matrix -MS DEFL. In Vert(LL) -0.15 Vert(CT) -0.33 Horz(CT) 0.04 loc) Vdefl Ud 9-15 >999 240 9-15 >775 180 7 n/a n/a PLATES GRIP MT20 244/190 Weight: 102 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-1 oc purlins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing WEBS 2x4 SP No.3 REACTIONS. (lb/size) 7-839/0.3.8, 2=906/0-3-8 Max Horz 2=94(LC 7) Max Uplift 7=140(LC 8), 2=178(LC 8) FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1465/275, 3-4=-1153/218, 4-5=-980/216, 5-6=1156/219, 6-7=1472/281 BOT CHORD 2-9=-203/1291, 8-9=91/977, 7-8=-209/1300 WEBS 4-9=-23/320, 5-8=-28/322, 3.9=-364/127, 6-8=-372/133 7 a NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7.10: Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=4511; L=24ft, eave=4ft, 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) The Fabncation Tolerance at joint 4 = 0%, joint 5 - 0%, joint 7 = 0%, joint 9 = 0%, joint 8 = 0%. joint 3 = 0%. joint 6 = 0%, joint 2 = 0% 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 140111 uplift at joint 7 and 178 lb uplift at This item has beenjoint2. 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. Thomas A. Albani PE No.393E MRek USA, Inc. FL Ced 6634 904 Parke Ent Blvd. Tampa FL 33610 Date: February 16,2018 Q wARNINO - Vrly design pammorra and READ NOTES ON TNS AND INCLUDED WTEK REFERENCE PAGE M/67473 rev. 16M312015 BEFORE USE. Design valid for use only with MITekm 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 appUmbaty of design parameters and property Incorporate this design Into the overall tlu9dhV design Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iT®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, erecibn and bracing of trusses and truss systems, be ANSVTPIt Quality Criteria, DS8419 and SCSI Building Component 6904 Perk* East Blvd. Safety Information available from Truss Plate Institute. 218 N Lee Street. Suite 312, Mexandris, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sa / 2572-PENSACOLA-A TRAY T13260T80IPS02572A-T JS JACK 1 1 b Reference (optional) Mid -Florida Lumber, Barlow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Fn Feb 16 13:1-1 *56 2018 Page 1 ID•fyM4RcUTJv54aMVS75Y2Mly3nG4-HM98s88 tBriPB76h9DCguVKOZvOTkHnnYOG 7zkYo1 14).0 Scale - 1:17 0 20 = LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl Ud PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 0.32 Vert(LL) -002 4-7 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.06 4-7 >9W 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 HOrz(CT) 0.00 2 We We BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 18 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. ( lb/size) 3.127/Mechanical, 2=268/D-7-8, 4=64/Mechanical Max Horz 2=91(LC 8) Max Uplift 3=50(LC 8), 2=57(LC 8) Max Grav 3-127(LC 1), 2=268(LC 1). 4=91(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) Vesd=108mph; TCDL=4.2ps1; BCDL-3.0psf; h=15R; B=45111; L-24R; eave=611; Cat. II; Exp B; Encl.. GCpi=0.18, MWFRS (directional); Lumber DOL-1 60 plate grip DOL=1.60 2) The Fabrication Tolerance at joint 2 = 0% 3) This truss has been designed for a 10.0 pal bottom chord live load none oncurrent 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 fd 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 50 lb uplift at joint 3 and 57 Ib uplift at joint 2 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. Thomas A. Albani PE No.393 0 MITak USA, Inc. FL Cert $634 9904 Parke East Blvd. Tampa FL 33810 Date: February 16,2018 Q WARNING • Verify design paamefers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 01110,7473 fay. 1003,7015 BEFORE USE. Design valid for use only with MfTeke 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 vaulty the applicability of design parameters and property Incarporele 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 M iT®k• IseirvaysisquiredforstabitiyandtopreventcollapsewithpossiblepersonalInjuryandpropertydamageForgeneralguidanceregardingthelebrkatlon, storage, delivery. erection and bracing of trusses and truss systems, see ANSVTPII Oualny Criteria, OSS49 and SCSI Building Component 690e Parke East Bald Safety Information available from Truss Plate Insillute, 21e N. Lee Street, Suite 31Z, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oly Ply Park Sq / 2572-PENSACOLA-A TRAY T13260281 PS02572A-T J6 JACK 3 1 b Reference (oolional) Mid -Florida Lumber, Barlow, FL. 8.130 S Sep 15 2017 MiTek Industries, Inc. Fri Feb 16 13:11:57 2015 Page 1 ID:"RcUTJv549MVS75Y2Mly3nG4-IYIW3UCdeVzZIKaJFsIRD52PJzA4CBXx7CBgX2zkYoO 6-10-0 6-10-0 Scale - 1.21.8 20 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.09 3-6 >875 240 MT20 244/190 TCDL 100 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.22 3-0 >366 180 BCLL 00 ' Rep Stress Ina YES WB 0 00 Horz(CT) 0.02 1 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 22 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-D-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. pb/size) 1=271/0.2-0, 2=182/Mechanlcal, 3=89/Mechanical Max Horz 1=94(LC 8) Max Uplift 1=20(LC 8), 2=74(1_C 8) Max Grav 1-271(LC 1), 2=182(LC 1). 3=127(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10, Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL-3.0psf, h=15ft, B=45ft; L=24ft; eave=6ft; Cal. II; Exp B; Encl., GCpi=0.18, MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) The Fabrication Tolerance at joint 1 = 0% 3) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads 4) • This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will rd 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 at joint(s) 1. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 20 lb uplift at joint 1 and 74 lb uplift at joint 2. 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 co les. Thomas A- Albans PE No.39 MiTak USA, Inc. FL C9A $634 6904 Parke East Blvd. Tampa FL 33610 Date: February 16,2018 AWARNING - Vrify design peramarra and READ NOTES ON T10S AND INCLUDED MITEK REFERENCE PAGE MU-7I73 rev. IOM3f7015 BEFORE USE. Design valid for use only whh Mrrekal connector$. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system Before use, the bu" designer muss verity the applicability of design parameters and property Incorporate this design Into the *verse building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Adddlonal temporary and permanent bracing MiTek• Is sAvsys required for stabildy and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabri allon. storage, delivery, erection and bracing of trusses and truss systems. see ANSVrP11 Quality criteria, DS049 and BCSI Building Component 6904 Parke East Blvd. Safely Informatlon available from Truss Plate Institute. 219 N Lee Street. Suds 31Z Alexandria, VA 22314 Tempe, FL 36810 Job Truss Truss Type City Ply Park Sg / 2572-PENSACOLA-A TRAY T13260282 PS02572A-T J7 JACK 20 1 ob all Mid -Florida Lumber, Barlow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc Fri Feb 1613.11:57 2018 Page 1 IDtyM4RcUTJv54eMVS75Y2Mly3nG4-MW3UCdeV7Z1KaJFsIRD52PCz/UCBXx?C8gXZzkYoO 1- 0-07-" 30 = LOADING ( pS1) SPACING- 2-0-0 CSI. TCLL 20. 0 Plate Grip DOL 1.25 TC 0.70 TCDL 10. 0 Lumber DOL 1.25 BC 0.54 BCLL 0. 0 ' Rep Stress Incr YES WB 0.00 BCDL 100 Code FBC2017rrP12014 Matnx-MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/ size) 3-182/Mechanical, 2-346/D-7-8, 4-J0/Mechanical Max Hors 2=119(LC 8) Max Uplift 3=-72(LC 8), 2=62(LC 8) Max Gray 3=182(LC 1), 2=346(LC 1), 4-129(LC 3) FORCES. (lb) - Max. Comp./Max Ten - All forces 250 (lb) or less except when shown Scale - 1. 23.1 DEFL. in ( loc) Vdeft Ud PLATES GRIP VBrt(LL) - 0.10 4-7 >843 240 MT20 244/190 Vert(CT) - 0.24 4-7 >351 180 Horz(CT) 000 2 n/a n/a Weight. 24 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) Vesd=108mph: TCDL=4 2psf; BCDL=3.OpSI: h=15ft; 8=4511; L=24ft; save=6ft: Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) The Fabrication Tolerance at joint 2 = 0% 3) This truss has been designed for a 10 0 psi 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 on all areas where a rectangle 3-6-0 tall by 2-0-0 wide will rot 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 72 lb uplift at joint 3 and 62 Ib uplift at joint 2. 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. Thomas A. Albani PE No.39380 Milk USA, Inc. FL Cori $634 904 Parks East Blvd. Tamps FL 33610 Date: February 16, 2018 O WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE 111/I.7473 ray. 10MV2015 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 imo the overall building design. Bracing Indicated Is to preverd buckling of Individual buss web and/or chord members only. Additional temporary and permanent bracing WOW Is alwaysrequiredforstabilityandtoprevemcollapsewithpossiblepersonalInjuryandpropertydamageForgeneralguidanceregardingthefabrication. Storage, delivery, erection and bracing of trusses and truss "ems, see ANSVTPII Quality Criteria. D3849 and BCSI Building Component 0904 Parke East Blvd. Safety Information available from Truss Plate Institute. 210 N Lee Street. Suite 31Z Alexandria. VA 22314. Tamps. FL 36610 Job Truss Truss Type oty Ply Park Sq / 2572-PENSACOLA-A TRAY T13260283IPS02572A-T J7T JACK 7 1 Job Reference (optional) Mid-Flonda Lumber, Bartow, FL d A 8.130 s Sep 15 2017 Mniek 1-0-0 2.7-8 1.0-0 3-0-8 20 = LOADING (psf) SPACING- 24)-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 035 TCDL 7.0 Lumber DOL 125 BC 0.19 BCLL 00 Rep Stress Incr YES WB 0.16 BCDL 10.0 Code FBC2017/TP12014 Matrix -MP LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 WEBS 20 SP No.3 REACTIONS. (lb/size) 5=129/Mechanical, 2=319/0.7-8, 6.123/Mechanical Max Horz 2=109(LC 8) Max Uplift 5=-52(LC 8), 2-39(LC 8). 6=-17(LC 8) Max Grev 5-129(LC 1), 2=319(LC 1), 6=129(LC 3) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-454/44, 3-4=-532/90 BOT CHORD 2-9=-121/417, 8-9=153/536, 7-8=92/308 WEBS 3-9=-366/121, 4-8=97/430, 4-7=-323/96 Inc. Fri Feb 1613.11.55 2018 Stele = 1,23 1 DEFL. in (loc) Well Ud PLATES GRIP Vert(LL) -005 8 >999 240 MT20 244/190 Vert( CT) -0.08 8 >980 180 Horz( CT) 0.06 6 n1a n/a 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- ( 7) 1) Wind. ASCE 7-10; Vuh=110mph (3-second gust) Vasd=85mph; TCDL=4.2psF BCDL=3.Opsf, h=15ft: Cat. II; Exp B, Encl., GCpi= 0.18; MWFRS (envelope) gable end zone; Lumber DOL=1.25 plate grip DOL=1.25 2) The Fabrication Tolerance at joint 2 = 0%, joint 9 = 0%, joint 8 = 0%, joint 3 = 0%, joint 4 = 0%, joint 7 = 00% 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will rd 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 52 lb uplift at joint 5, 39 lb uplift at joint 2 and 17 lb uplift at joint 6. 7) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. 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. Thomas A. Albani PE No.393 0 MITek USA, Inc. FL Cert 6634 904 Parke East Blvd. Tampa FL $3610 Date: February 16,2018 Q WARNING - Verify dealpn paramerars and READ NOTES ON TWS AND INCLUDED MTEK REFERENCE PAGE WO.7473 rev. IWVYZ015 BEFORE USE. Design valid for use only with MITek® connector* This design Is based only upon parameters drown, and Is for an Individual building componem, not• a truss system. Before use, the building designer must verify the appIIPJDIsty, of design parameters and properly Incorporate this design Into the *versa building design. Bracing Indicated Is to buckling of individual truss web endlor chord members only Additional temporary and permanent bracing M!Te k' preventIs 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 ANSUM11 Quality Criteria, DSB49 and SCSI Building Component 5904 Parke Eau Blvd Safety Information available from Truss Plate Institute. 218 N Lee Street. Suite 312, Nexandrls, VA =14. Tampa, FL 36810 Job Truss Truss Type Oty Ply Park Sq / 2572-PENSACOLA-A TRAY T13260284 PSO25724-T KJS MONO TRUSS 1 1 job Reference (optional Mid-Florida Lumber, Bartow. FL. 8.130 s Sep 15 2017 Mriek Industries, Inc. Fri Feb 16 13 12.00 2018 Page 1 ID:79wStyV54CDxC W4eho3HvVy3nG3-A70rhVEVWOL8uoJuv/18gkg7eADdPXNNiAMU7uzkYnz 1-5-0 3.4.11 7-0.14 1.5-0 3.4-11 3-8-3 30 = LOADING (psi) SPACING- 2-0-0 CS1. OEFL. in hoc) Udeft Ud TCLL 20 0 Plate Grip DOL 1.25 TC 037 Vert(LL) 0 06 6.9 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.47 Vert(CT) 0.13 6-9 665 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.12 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matnx-MP LUMBER - TOP CHORD 20 SP No 2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=145/Mechanical, 2=262/0-7-8, 5-176/Mechanical Max Horz 2-82(LC 8) Max Uplift 4=-62(LC 8), 2=64(LC 8). 5=-5(LC 8) Max Grav 4=145(LC 1). 2=262(LC 1). 5=191(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-385/41 BOT CHORD 2-6=-90/370 WEBS 3-6=-388/94 Scale a 1.17.1 PLATES GRIP MT20 244/190 Weight: 30 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: Vun=140mph (3-second gust) Vasd-108mph; TCDL=4.2psf, BCDL=3.Opsf; h=15ft, B=45ft, L-24111; eave=6ft; Cat 11; Exp B; Encl.. GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL-1.60 2) The Fabrication Tolerance at joint 2 = 0%, joint 6 = 0%, joint 3 - 0% 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads 4) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 62 lb uplift at joint 4, 64 lb uplift at joint 2 and 5 lb uplift at joint 5. 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=l 25 Uniform Loads (plf) Vert: 1.2-60 Trapezoidal Loads (pif) Vert: 2=0(F=30, B=30)-to-4=-106(F--23, B-23), 7=0(F=10, B=10)-to-5=35(F =8, 13 -8) 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. Thomas A Albani PE No.39360 MITO USA, Inc. FL Cert 6634 ON Parke Ent Blvd. Tampa FL 33610 Date: February 16,2018 AWARNING - Verify design parameters and READ NOTES ON Ties AND INCLUDED WTEK REFERENCE PAGE M/1.7473 rev. IkWV2015 BEFORE USE. Design valid for use only with WNW 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. 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 SWIM lon. storage, delivery, erection and bracing or trusses and Wes systems, see ANSUTPIt Quality Criteria, DSB-69 and BCSI Building Component Sedt Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suds 312. Alexandria. VA 22314 Tempe, FL 36610 Job Truss Truss Type Oty Ply Park Sq / 2572-PENSACOLA-A TRAY T73260285 PS02572A-T KJ7 MONO TRUSS 8 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL u.1Ju s Sep 10 zu1 / mnelt mousmes, Inc. rn reD 10 IJ:IZ:Uo Zino rage 1 ID:79wStyV54CDxCW4eho3HvVy3nG3-ai4nKXHNDLj1IF 1 Sb7srSMISwOEgcplp08bSiDzkYnw 1-5-0 5.2.4 9.10.13 1 5-0 f 5 2 4 f 441.9 Scale = 122 7 20 = tx4 n 5 3x4 = 5.2.4 441-9 LOADING (psf) SPACING- 2-" CSI. DEFL. In loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Ven(LL) 0.02 6-7 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1 25 BC 0.50 Ven(CT) 0.08 6-7 999 180 BCLL 00 ' Rep Stress Incr NO WB 0 39 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017frPI2014 Matrix -MS Weight: 42 lb FT = 20% LUMBER - TOP CHORD 20 SP No 2 BOT CHORD 20 SP No.2 WEBS 20 SP No 3 REACTIONS. (lb/size) 4=252/Mechanical, 2=419/0-7-8, 5=391/Mechanical Max Horz 2=144(LC 8) Max Uplift 4=104(LC 8), 2=76(LC 8). 5=-41(LC 8) Max Grav 4=254(LC 13), 2=419(LC 1), 5=391(LC 1) FORCES. (lb) - Max. Comp./Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-3=-826/54 BOT CHORD 2-7=-161/766, 6-7=161/766 WEBS 3-7=0/273, 3-6=831/175 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuh=140mph (3-second gust) Vesd=108mph; TCDL=4 2psf; BCDL=3.0psf; h=15ft; B=45ft: L=24ft; eave=6ft, Cat. II: Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) The Fabrication Tolerance at joint 2 = 0%, joint 3 - 0%, joint 7 = 0%, joint 6 = 0% 3) This truss has been designed for a 10.0 psi 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 rd 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 104 lb uplift at joint 4, 76 lb uplift at joint 2 and 41 lb uplift at joint 5. 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 + Root Live (balanced): Lumber Increase=1.25, Plate Increase=1 25 Uniform Loads (pit) Vert: 1-2-60 Trapezoidal Loads (pit) Vert: 2=0(F=30, 8=30)-to-4=148(F=44, B=-44), 8=0(F=10, 8=10)-to-5=-49(F=15, B=15) 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 coies. Thomas A. Albani PE No.393 0 Wall USA, Inc. FL C4It 4834 904 Parke Ent Blvd. Tampa FL $3810 Date: February 16,2018 QWARNING - Verify design panmerers and READ NOTES ON TFOS AND INCLUDED MITEK REFERENCE PAGE Ma-7477 rev, faN3,7015 BEFORE USE. Design valid for use only with MITeltm connectors This design Is based only upon parameters shown, and Is for an Individual building component, rdt e bass system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Imo the overall building design. Bracing Indicated Is to prevent bursting of Individual truss web and/or chard 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 trustee and truss systems, see ANSVTPIII Quality Crtterls, DSO-89 and BCSI Building Component 8904 Parke East Blvd. safety Information available from Truss Plate Institute, 218 N. Lee Streel, Suite 312, Nexandris, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oy Park Sci / 2572-PENSACOLA•A TRAY JPly T 132110286 PS02572A•T KJ58 MONO TRUSS 1 1 Job Reference (optional Mid-Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc Fri Feb 16 13 12 02 2018 Page 1 ID:79wStyV54CDxCW4eho3HWy3nG3.6VWP6BGIS1br76SG10Ktw911p sbiOWg9UraOnzkYnx 1.5-0 I 4-1.14 + 7-10-1 I 1 5-0 4-144 3.8-3 30 6Ir LOADING (psi) SPACING- 2-D-0 CSI. DEFL. In loc) Udell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Verl(LL) 0.10 6-9 892 240 TCDL 10.0 Lumber DOL 1.25 BC 063 Vert(CT) 0.22 6-9 426 180 BCLL 0.0 Rep Stress Ina NO WB 014 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP LUMBER- ' ' BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD BOT CHORD 20 SP No.2 BOT CHORD WEBS 20 SP No.3 REACTIONS. (lb/size) 4=159/Mechanical, 2-299/0-7-8, 5=239/Mechanical Max Horz 2=97(LC 8) Max Uplift 4=70(LC 8), 2=66(LC 8), 5=-15(LC 8) FORCES. (lb) -Max. Comp /Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=433/51 BOT CHORD 2-6=-111/413 WEBS 3.6=-444/120 Scale = 1 10.4 PLATES GRIP MT20 244/190 Weight: 32 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc puffins. 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=6ft; Cat. II; Exp B; Encl., GCpi-0.18; MWFRS (directional); Lumber DOL=1 60 plate grip DOL-1.60 2) The Fabrication Tolerance at joint 2 = 0%. joint 6 - 0%, joint 3 = 0% 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 4) • This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tell by 2-0-0 wide will f4 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 70 lb uplift at joint 4, 66 lb uplift at joint 2 and 15 lb uplift at joint 5. 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 i Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert:1-2-60 Trapezoidal Loads (pit) Vert- 2-0(F-30, B=30)-to-4=-118(F=-29, B=-29), 7-0(F=10, B-10)-to-5=39(F-10, B-10) 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. Thomas A. Albani PE No.393 0 MITek USA, Inc. FL Celt 6634 904 Parke East Blvd. Tampa FL 33610 Date: February 16,2018 0 WARNING • yoely design parameters and READ NOTES ON INS AND INCLUDED M/TEK REFERENCE PAGE NO.7413 rev. IGAM015 BEFORE USE. Design valid for use only with MITekO 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 verify the applicabli ty 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 Addi lonal lemporary and permanent bracing M iTek' la olways 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 tuns systems. no ANSUTP11 Quality Crkwb. DS849 and SCSI Building Component 8904 Parke Ease Blvd Solely Information available from Truss Plate Institute. 210 N. Lee Street. Suite 312. Alexandria. VA 22314 Tamps. FL 36610 Job Truss Truss Type Oly Ply Park Sq / 2572-PENSACOLA-A TRAY T13260287 PS02572A-T L1 MONO HIP 1 1 b Reference (optional) Mid-Flonda Lumber, Barlow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc Fri Feb 1613:12:04 2018 Page 1 ID:cLUgslVjrWLoggfgFWaWSjy3nG2-2udAX110 erZNPci9gN47aghsnXgLCAzcoKhGtzkYnv 5.6.8 7-0-0 F 5." I 1.5.8 3x4 = LOADING (psf) SPACING- 1-0-0 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 FBC2017frP12014 LUMBER - TOP CHORD 2x4 SP No:2 BOT CHORD 2x6 SP No 2 WEBS 2x4 SP No.3 *Except* 2-5: 20 SP No 2 REACTIONS. (lb/size) 1-1269/0.3-8, 4=2254/Mechanical Max Horz 1-40(LC 8) Max Uplift 1=-242(LC 5), 4=470(LC 5) Max Grav 1=1269(LC 1), 4-2259(LC 13) Scale = 1'21 1 6x8 = 1.5x4 II 2 3 4x4 = CSI. DEFL. in loc) Udell Ud PLATES GRIP TC 0.35 Vert(LL) -0.03 4-5 >999 240 MT20 244/190 BC 0.66 Vert(CT) -0.06 4-5 >999 180 WS 0.65 Horz(CT) 0.01 4 n/a n/a Matrix -MP Weight 40 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-7 oc puffins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2512/496 BOT CHORD 1-5=451/2220, 4-5--156/760 WEBS 2-5=-578/2865, 2-4=1761/362 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-10, Vuh=140mph (3-second gust) Vasd=108mph; TCOL-4.2psf, BCDL=3.Opsf; h-15ft; B=45ft; L=24111; eave=oft; Cal. 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) The Fabrication Tolerance at joint 1 - 0%, joint 2 = 0%, joint 3 = 0%, joint 5 - 0%, joint 4 = 0% 5) This truss has been designed for a 10.0 psl bottom chord live load nonconcurrenl with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 242 lb uplift at joint 1 and 470 lb uplift at joint 4. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 154 lb down and 31 Ile up at 5-6-8 on top chord, and 204 Ile down and 41111 up at 5-6-8. and 1579 Ile down and 314 Ile up at 4-0-12 on bottom chord The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the lace 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=30, 2-3=30, 1-5=-64(B=-54), 4-5-385(B=-375) Concentrated Loads (lb) Vert: 2-154(F) 5=-1579(B) 8=204(F) 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. Thomas A. Albani PE No.363B MITak USA, Inc. FL Cod $634 904 Parke East Blvd. Tampa FL 33610 Date: February 16,2018 Q WARNING - Vw lfy das/gn penmeiers and READ NOTES ON TFOS AND INCLUDED WTEK REFERENCE PAGE MU-7473 rev, 10101141015 BEFORE USE. Design valid for use only w4h MITabe connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a 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 bucaling of Individual truss web and/or chord members only Additional temporary and permanent brecing M!Tek' prevent 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. DSB29 and BCSI Building Component 6904 PsAs East Blvd. Safely Information available from Truss Plate Institute. 218 N Lee Streel. Suite 312. Alexandria. VA 22314 Tampa. FL 36610 Job Truss Truss Type Oty Ply71Jb Sq / 2572-PENSACOLA A TRAY T13260288 PS02572A-T V1 GABLE 1 Reference ti al Mid -Florida Lumber, Barlow. FL 1.0.0 3.4.0 40 = 8.130 s Sep 15 2017 MITek 12 11 10 9 a 2x4 11 20 11 20 11 20 11 20 11 Inc. Fri Feb 16 13:12:05 2018 Page 1 BrjYuJXnNwWB1Z4p46rS4Fo5zkYnu Scale = 1:20 3 LOADING (psf) SPACING- 2.0-0 CSI. DEFL. in loc) VdeO Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 010 Vert(LL) 0.00 7 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(CT) 0.01 7 n/r 120 BCLL 00 Rep Stress Incr NO WB 0.03 Horz(CT) 0.00 8 We n/a BCDL 10.0 Code FBC2017f rP12014 Matrix-R Weight: 40 lb FT - 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-8-0 oc purllns, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 20 SP No.3 BOT CHORD Rigid ceding directly applied or 6.0-0 oc bracing OTHERS 2x4 SP No 3 REACTIONS. All bearings "-0 lb) - Max Horz 12=-42(1_C 6) Max Uplift All uplift 100 lb or less at joints) 12. 8, 10, 11, 9 Max Grav All reactions 250 lb or less st joints) 12,8 except 10=367(LC 1), 11=303(LC 13), 9-302(LC 14) FORCES. (lb) - Max Comp /Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph: TCDL=4 2ps1; BCDL=3 Opsf; h=15ft; B=45ft; L=24ft; eave=2ft, Cat. It: Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1 60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) The Fabrication Tolerance at joint 12 = 0%, joint 8 = 0%, joint 4 - 0%. joint 2 = 0%, joint 6 = 0%, joint 10 = 0%, joint 11 - 0%, joint 3 0%, joint 9 - 0%, joint 5 = 0% 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one lace or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psi bottom chord live load nonconwnent with any other live loads 9) ' 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 8, 10, 11, 9. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASES) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 8-12=-111(B=91), 1-2=60, 2.4=60, 4-6=-60, 6-7--60 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. Thomas A. Albani PE No.39W MiTek USA, Inc. FL Cart 6634 9904 Parke East Blvd. Tampa FL 33610 Date: February 16,2018 WARNING • Vrlly design parameters and READ NOTES ON Tr05 AND INCLUDED MITEK REFERENCE PAGE MIF7473 rev. 1000.Vi015 BEFORE USE. Design valid for use only with Mrrok* connectors This design Is based only upon parameters shown, and is for an Individual bulding component, not a truss system. Before use, the building designer must verily the applicability of design parameters and property Incorporate this design Into the overall design. Bracing Indicated Is to prevent buckling of Individual truss web andror chord members only. Add4lonal temporary and permanent bracing M iTek' ibus:dInglaalways required for stablldy, 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, OSBaa and Bcsl Building component Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. 6904 Parke Fast Blvd. Tamps. FL 36010 Symbols I Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 3f4' 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. T1fi r T For 4 x 2 orientation, locate plates 0- 'hd' 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 width measured perpendicular4x4toslots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING 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/TP11: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 6-4-8 dimensions shown in ft-in-sixteenths Drawings not to scale) 1 2 3 BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBEREDILETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSILETTERS. 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 min W1 0 M!Tek 0 MiTek Engineering Reference Sheet. MII-7473 rev. 10/03/2015 Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 6. Unless othermse noted, moisture content of lumber shall not exceed 190A 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, sae, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and sae, and in all respects, equal to or better than that speed. 13. Top chords must be sheathed or puriins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, it no ceding 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. 16. 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 ANSI/TPI 1 Quality Criteria. CJ1 CJ3 CJ5 CJ5 CJ3 CJ1 It c7 Ln u') o3 U U U U U Ile 6-" 91 5-8-0 21 -0-4 PARK SO / PENSACOLA 2572 - A / MSTRBR-TRAY 9 - HUS26 1-PLY HGR. 1 - THA422 FLR HGR Mid -Florida b co 4 a0-0-o Sol 11 --0 14-8.0 m10 14-0.0 Sm.,1 LINTEL @ 10'-8" GARAGE THIS AREA 7-"-804 i' 20'8-0 1654,0 8149 14-0-0 ON Floor Loading TC Liver 40.00 psf TC Dead: 10.00 psf BC Live: 0.00 psf BC Dead: 5.00 psf TC Stress Inc: 1.00 BC Stress Inc: 1.00 Spacing: variable Roof Loading TC Live: 20.00 psf TC Dead: 10.00 psf BC Live: 0.00 psf BC Dead: 10.00 psf TC Stress Inc: 1.25 BC Stress Inc: 1.25 Spacing: 2- 0- 0 o.c. Account: Job: PS02572A-TRAY Designer: Checker: Date: 02-16-18 8 RECORD COPY LIU, City of Sanford Building and Fire Prevention Product Approval Specificatior r 0 lDIA/Q Permit # #, 1 8- 1 9 2 1 SANFORD 2 OFpnR• Project Location Address I I YD6 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.floridabuildino.or4. 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 94/T40-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 FL15349.1 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 Cods / 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 / Cambridge FL7008.1 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 Park Square Homes Please Print) June 2014 Florida Building Code Online J https://www.floridabu ilding.org/pr/pr_app_dtl.aspx?param=wGEVX... 1• Business & Professional Regulation_ rim SCI5 Hame I Log In I User Reglstrauon I Hot tbaks { Submit Swda ge { Slats a Facts { Publications { F11C Stag { SC1S site Map { Links { search { i7 P roduct Approvalr Public User ttt t.la'Q Y eQ?41Ltt Dw YdlMsa4 > P"415t_4 Apa4rrll.LSra1lJl > Ntnle u W > Appriotion Detail FL # Application type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL8871-R8 Revision 2017 Approved Therma-Ttu Corporation IIS Industrial Drive Edgerton, OH 43517 419)298-1740 rickw@rwbldgconsultants.com Vivian Wright rlckw@rwbldgconsultants.com Exterior Doors Swinging Exterior Door Assemblies f Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) FL88D. &Q COI_ (b) CertflSdt Ind .pgnd.CACC-.gdf Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM 0635 2003 ASTM E1300 1998 ASTM E84 2000 ASTM G26 1995 TAS 201, 202, 203 1994 I of 4 4/15/2018, 5:00 PM Florida Building Code Online htrps://www. floridabu ildiiig.olg/pr/pr_app_dtl.aspx'?param=wG E V X... Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Florida Ucensed Professional Engineer or Architect E0.67.3-ROEauiv (b)-W viw-WuoYf SttApdard;t 0-f Method 1 Option D 10/17/ 2017 10/17/ 2017 10/19/ 2017 12/12/ 2017 Summary of Products -__ -_- _-_--.T __.. _. -•-- -- ---• FL Model, Number or Name Tx6 escription871.1a. "ClassicCraft Rustic" Series— x 8'0 "Impact" Opaque Fiberglass Radius Top Single Door I (X) _ Inswing or Outswing i Limits of Use I Installation Instructions Approved for use in HVHZ: Yes FL8871 R8 II ) Inst 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) gyal 8871.1.pdf specific Model and for any other additional use limitations Created by Independent Third Parry: Yes and Installation instructions. T--- 8871. 2 1 b. " 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 8871.2 for Design Pressure Ratings by specific Model and for any other additional use limitations and Installation Instructions. 3'6 x 8'0 "Impact" Opaque Fiberglass Single Door (X) Inswing or Outswing Installation Instructions FL8871 R8R8 II (b) Inst 8871.2.RQf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL8871 RflAE ( b) Eval 8871.2.Qdf Created by Independent Third Party: Yes 8871.3 - , c. " ClassicCraR" or "ClassicCraft 3'6 x 810 "Impact" Opaque fiberglass Single Door with Rustic" Series f Sldelite (OX or XO) - Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R8 It (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) E-val 8R71.3.Qdf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and Installation Instructions. ( For FlberClasslc and SmoothStar sidelltes, this product approval requires the use of "Y' part numbers for these sidelltes, which have been stained or painted within six months of Installation.) I 1I8871.4 d. " ClassicCraft" or "ClassicCraft t- Rustic" Series 1111 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 8871.4 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation instructions. ( For FiberClassic and I SmoothStar sidelltes, this product approval requires the use I!!!! of "Y part numbers for these sidelltes, which have been T6 x 8' 0 "Impact" Opaque Fiberglass Single Door with Sidelites (OXO) - Inswing or Outswing Installation Instructions- - _ --- -- FL8871 R8 II ( t) inst 8871.4,pl f Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL8871 RB E b Eva 88871.4.Qdf Created by Independent Third Party: Yes 2 of 4 4/15/2018, 5:00 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVX... stained or painted within six months of Installation.) 8871.5 e. "FiberClassic" or "SmoothStar" 3'0 x 8'0 "Impact" Opaque Fiberglass Single Door (X) Series - - - - - lnswing or Outswing - iLimits of Usa i Installation Instructions Approved for use in HVHL: Yes EL0$71 R8 II fb) InSt >}B S.pdf Approved for use outside HVH2: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A I Evaluation Reports Other: See INST 8871.S for Design Pressure Ratings by EL4_QjI " AE fb1 Eval 8871.S,p_df specific Model and for any other additional use limitations I Created by Independent Third Party: Yes and installation Instructions. 8871.E — f. "FlberClassic" or "SmoothStar'^ 3'0 x 8'0 "Impact" Opaque Fiberglass Single Door with Series ---- Sidelite (OX or XO) - Inswing or Outswing I Limits of Use -- -- -- _ Installation Instructions Approved for use in HVHi: Yes L18$Z1_R8_II bLInSS $@?1.6.pdf Approved for use outside HVH2: 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 TNST 8871.6 for Design Pressure Ratings by fL9871 R8_AE_(p) Eval 8871.6,Of. 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 j of "1" part numbers for these Sidelites, which have been stained or painted within six months of Installation-) 8871.7 -- g. "FiberClassic" or "SmoothStar" 3'0 x 8'0 "Impact" Opaque Fiberglass Single Door withJSeries - - Sidelites (OXO) Inswing or Outswing -- -- Limits of Use Installation Instructions - Approved for use in HVHi: Yes EL@.9I1 R8 (b)_IDSS_ •?=Pdf Approved for use outside HVH2: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.7 for Design Pressure Ratings by FLSA71 R6 AE_(b) Eval_8@71-7.pdf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and Installation instructions. (For FiberClassic and SmoothStar sidelites, this product approval requires the use of v, part numbers for these Sidelites, which have been stained or painted within six months of Installation.)_--_ 18871.8 h. "FiberClassic", "SinoothStar", 6'0 x 8'0 "Impact" Opaque Fiberglass Double Door (XX) - ClasslcCraft" or "ClassicCraft Inswing or Outswing - ---- - Rustic" Series Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVH2: 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 limitation: and installation Instructions. 8871.9 I. "FiberClassic", "SmoothStar", 1 "ClassicCraft" or "ClasslcCraft I Rustic" Series Limits of Use Approved for use in HVH2: Yes Approved for use outside HVH2: Yes Installation Instructions Ft.B$71 R8 _II (b) Inst 8871.8.p0f Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports E)Q@7i RS AE (b)_EvaI8871.8.pdf Created by Independent Third Party: Yes 6'0 x 8'0 "Impact" Opaque Fiberglass Double Door with Sidelites (OXXO) - Inswing or Outswing Installation Instructions FL8871 R$ —It L) lnst 88.7-1.,1001 Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes ! Design Pressure: N/A Evaluation Reports 1 Other: See INST 8871.9 for Design Pressure Ratings by FL8871_RB(b) Ev_al 0871,'Z f specific Model and for any other additional use limitations I Created by Independent Third Party: Yes and installation instructions. (For FiberClassic and SmoothStar Sidelites, this product approval requires the use of "1" part numbers for these sidelites, which have been stained or painted within six months of installation.) _— I -_ __--. _ ___---_- _._-_--__-.• _-- sack next 3 oF4 4/15/2018, 5:00 PM Florida Building Code Online https://www.noridabuilding.org/pr/pr_app_dtl.aspx?param=%vGEVX... contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 PMa= 850.487-1B2a The State of Florida is an AA/EEO employer. (sQpyllpht 2007-2013 Stag of Florda.:: PrNacv-$1BICOLCOt :: Accessibility Statement :: Refund Statement Wrier Florida law, email addresses are public records If you do not wart your a-mai address released In response to a public -records request, do not send elettmnt mail to this emty. Instead, contact the off[o by phone or by traditional mall. N you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.27S(1), Florida Statutes, effective October 1, 2012, licensees tcensed under Chapter 45S, F.S. must provide the Department with an email address (they have one. The emalls provided maybe used for offklal 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 emaa address which can be made available to the public. To determine if you area licensee under Chapter e55, F.S., please cWk bglL. Product Approval Accepts: MR 1frK1 Credit Card Safe 4 of 4 4/ 15/2018, 5:00 PM THERMAITRU 0 THERMA TRU DOORS 1 18 INDUSTRIAL DR., EDGERTON, ON 43517 SMOOTH STAR & FIBER CLASSIC FIBERGLASS SINGLE "IMPACT' DOOR w/ "NON -IMPACT' SIDELITES INSWING / OUTSWING GENERAL NOTES I. T11s product has been evaluated and Is In compliance with the 61h Edillon (2017) Flortdo Buldisg Code IFBC) Structural requiements Including the NO Velocity Humcone lone' (HVHI). 2 Product anchors shag be cis listed and spaced as shown on details. Andar embedment to base material5naB be beyond wol dressing or stucco. 3. When used in the 'H W the opaque door compiles with Section 1626 of the Florida Buifft Code and does nor require an hpact resistant covering. The nonfmpoct dMIe must be protected with an impact resistant covering compllbg with Section 1626 of the FBC. 4. When used in areas outside al the 1iVHT regrMng wind bome debris protection. the opaque door compiles with FBC Sections 1609.12 L 93012.11 and does not require on impact resistant covering. The opaque door meets missile level -D' and includes Wind Iona 4 as defined In ASTM E 1996 and FBC Sections 16M.122 6 R3D1.2.121. The nom•impocf stdefiles must be protected with on impact resistant covering complytrg with FBC Sections 1609.12 6 R30121.2 S Far 2x stud homing construction onctc," of these units shall be the some as Ittal sham for 2x buck masonry construction. 6. Ate condltlons that deviate horn the details of this drawing require further engineeMg analysis by o licensed engineer or registered areNtect. 7. Outswing configmIlons using coastal sill item B4 under active doors. and of sits used urMer the slde5tes. meet water Infiltration requirements for VvW. 8. hswig configurations and outswig configurations using col item 15 under the door do not meet the water inllhotionrequirementsforrhe'11V117' ornd shall be Installed only in non4wbiloble areas or or hab0oble locations protected by on ovednmg or canopy such that the angle between the edge of canopy or overlong to sir is less than 45 degrees. TAKE OF cOHTENrs DESCRIPTION Ty elevations. d paw 6 general notes Door el details ISmooth star) pay panel details fMRr dosdc) M Sidelte panel detoSs tWr¢amtal cross sedlorst_1 Ve seeiiors Vertical cross sections Buck and home anchoring - 2a buck masonry construction 9 kaune amclorvng - I X buck masonry comiruction 10 Components as Glazing details 11 BII of Material 49 71.75 MAX. O.A. FRAME WIDTH %,, >' ••. 377S MAX. 15.517 MAX. II FRAME WIDTH FRAME WIDTH rrrrlrt 111 36.00' MAX. 13.7.7 MAX. r` PANEL WIDTH PANEL WIDTH eQi V 9 P O O S d OVERALL -: DESIGN PRESSURE (RSA DOOR TYPE.: r.,:SWING, FRAME;._: DIMENSION-:'-PbSMVE-* NEGATIVE:: INSWING 71.75" x 9e.00' 60.0 60.0 SMOOTH OUTSWING 71.75" x 96.50' 65.0 65.0STAR INSWING 71.75' x 98.00' 60.0 60.0 FIBER 1OUTSWING 71.75" x 96.50' 65.0 65.0CLASSIC See Sheet 10 for aesVn pressure smramrs. Isyse N.T.S. I FL-8871.7 n 1 of 11 AA 47 41 EXTERIOR 47 41 IMERIOR 1 HOMONTAL CROSS SECRON Z lilllillli L DETAIL A -A J i 0 S rmath so 0000000 00000000°00 43 11B I'— 0000000000000000000000 46 000000000000000000000000000000 O 000000c 000000000 0 7 o 0 o.. 0000000 a INGE 000000000000000 28.86%OPEN 000000000000000 AREA MAX. 00000000000000000000000 DETAIL A -A Porlt reWomenmi EXTERIOR INTERIOR 2 VERTICAL CROSS SECTION 2 J 1 D p 0 N •: _ m L) IAA °nS li cc ki'n MO LLe NJ.& NP DWS er u's sm MW PT.-8871' 7 1,3c 1 1 66 67 bT SMIOR 1 INTERIOR 1 HORIZONTAL CROSS SECTION 3 TYP. 4 CORNERS OF PANEL L DETAIL AA J OWNd0Hbntlose DFiAll A -A Pond fCbll..rr.t III killi IOR INTERIOR 2 VERTICAL CROSS SECTION 11 3 Q F N.T.S. er ows sn LFS F1.-8871.7 rr 3 or 11 1175 MAX PANEL WIDTH g W d K P Jf L m sm a E rIm FA P 71 iD RARLSkleste I.IS f-- n y. m M RA 73 sioeBle T MAX DI Dam! l% WIERIOR ZY 1 HORMONAL CROSS SECTION 4 lCTosslc erne a rusk) r MAX D.0 DOERIOR INTERIOR 2 HOR110NTAL CROSS SECTION 4 (+. dos+k) MAX. D.L E MIOR INTERIOR 3 HORUONTAL CROSS SECTION q (smooth star FJCi1 R10R INIETtIOR FXTEIOR 69 m i INTERIOR EXTERIOR L O 0 IS rorR. w: LFS r4-lN VERTICAL CROSS SECTION 5 VERTICAL CROSS SECTION 6 VERTICAL CROSS SECTION 4 laosdc C n d rustle) 4 Ulbm Cl.) 4 (Smooth sb) Ft-887 T.7 9Q7 , OF NOTE: 1. S'ideGte assy fastener. 6 from each end and 6 more screws equally spaced between. 8 screws total per jamb.) 1 HORIZONTAL CROSS SECTION g 9=" % dd-- inswing 2 HORIZONTAL CROS. SECRON S hoppio 8 4N HORIZONTAL CROSS SECTION Sh.w/IXwDWret 3 HORIZONTAL GROSS SECTION S aulswlrg=-i..ft oBo approved I blSl I I : 0 N oo p n i u 05 22 08 i c N.T.S. ° all DWS o er. LFS 3 a NW C fi-8871.7 °oo 5 or EXTERIOR J %tINTOUK l-'\ VERTICAL CROSS SECTON 6 s p0 ed - kwAng EXTERIOR INTERIOR I EXTERIOR % fINTERIOR 2 VERTICAL CROSS SECTIO 6 Shown WIXart>-bmk EXTERIOR INTERIOR I / see generd rotes 8_xet I INTERIOR VERTICAL CROSS SECTION J OIrMnnggccponnoles Hint I for fiVIR'waterMkmtion requ* ments INTERIOR EXTERIOR see alenaal notes sheet I mhh e n 00 pn t e zOS 22 08 z sr N.T.S. i er: DWS m rn: LFS ; a FL- 8871.7 m 0a 6 a" n NOTE 1 70 NOTE 1 EXTERIOR INTERIOR EXTERIOR if INTERIOR 2 VERTICAL CROSS SECDON 1 VERTICAL CROSS SECTION I Shown w/1X sub-buctc pQO " Imwing NOTE 1. Screws thw head and SA lamb located T from each end and O.C. (IYP.) Ine. EXTERIOR INTERIOR EXTERIOR INTERIOR 4 VERTICAL CROSS SECTION 7 lns+h9 c OW-b- S VERTICAL CROSS SECTION 7 one confgwotbn INTERIOR SEE NOTE 1.. t Q^ t........... P @f 3 n1,43 Z i Qo:` yCyO Nj 44 I I\ C R Eg om• i lMI n mac• c Z° 3 VERTICAL CROSS SECTION Q j Outs-"coft-a - INTERIOR ,. EXTERIOR LFS FL-8871.7 n 7 aril • R tz i I1. f- II II I I II II I I TYP. HEM S I I MASONRY JAMBS IIOPENINGII II II II II 2X BUCK I MUWON I I o I SHOWN FOR I I REFERENCE I I ONLY II II II II II II II II II II BUCK ANCHORING CONCRETE ANCHOR NOTES: Concrete anchor locofloru at the comers may be adjusted to moinfoln the mEn. edge dislonce to mortar joints 2 Concrete anchor locotiions noted as UAX ON CEMER' must be coWed to mofntaln the min, edge distance to mortarjolnts, cddflional concrete anchors may be required to ensure the 'MAX. ON CENTER" denension are not exceeded. 3. Concrete onchor table: MIN. CLEARANCE, MIN. CLEARANCE ANCHOR: ANCHOR_ M N•:_ _.'' MASONRY TO ADJACEW ' TYPE:`•_ .... 114' SIZE _`' EMBEDMEM_ EDGE frW a 1 1/4 T 4• TAPCON LGO 1/4' 1.1/4• 1' 1 ut;;= E N WOOD SCREW BJSTALLATUN NOTU: 1. Maintain a rnlNmum 5J8' edge distance. I' end distance. d t"o.c. spacing of wood screws to prevent the spfihVV of wood. S • : '''i gmz MASONRY : : q m a a OPENING Cc z rnp Lim FRAME — r Mo T TYP. SILL 1YP. tro 0 2X BUCK I F MULLION •• u tag TYP. SILL I i GI O YY g mm i7irm HINGE JAMB FRAME ANCHORING STRIKE JAMB Masonry D( buck construction _ HINGE DETAIL LATCH A DEADBOLT DETAIL sr: DWS ert LiS NK suo FL—B871.7 1_rrjj THESE )2) ANCHORS REQ9 ONLY WHEN DP > 60.0 PSF MASONRY OPENING FRAME 4 1 IX BUCK F I S L lYP.51LL K I r TYP. SILL HINGE JAMB FRAME ANCHORING Mosorvy IX buck comftctton CONCRETE ANCHOR NOTES: 1. Concrete anchor focanorx at the comers may be adjusted to maintain the min. edge distance to morfarjolnb. 2 Concrete anchor locatforls noted as MAX. ON CENTER" must be adusted to maintain the mh edge distance to mortaf Joints. additional concrete anchors may be required to ensure The MAX ON CEMER' dimension are not exceeded. 3 Concrete anchor fable: MIN. R=M.IN.NCE, HORR::TO k:E ONE:>-=- T T/ iTEAITWirCO 1• WOOD SCREW M4TA1U11c NOTES: M Intahl o n*jiff M W sage a8tmloe. I' end dfstanoe. d 1"OX. spadn9 of wood saews to gevenf the sWing of wood. 1u0 TRIBE JAMB wcm 6 DEADBOU DETAIL HINGE DETAIL n S 0 co rrrfl 11111 t g Em zmo Rix sir v m oz cal 1, mnn Isoun N.r.& YY: Lib ma wo_ FL-8871.7 1 9 or i 1 r S L M r RESHOID hawrip adluataCEe L T 1 ESI oLD S Wls+vgmm do d SL;14SI Spmeer IIT GLASS 3/4• THK. BITE --" F—GLASS L / 8• TEMP AIRSPACE 1 / S' TEMP. SWIGGLE GLAZING 24 SPACER. G ME l G T 3/1haAmtod pl , 7/I6• GLASS SITE r L v. J n 2 '21- RRMM M-R3 e TM trow6ip MAXDESIGN PRESSURE _ +/- 50 PSf 2.11• 21 INSWING SIDME Spoeer GGD 1 G4 I' trnulmled post 1' 171K. GLASS I Pr TEMP. AIR SPACE 1/8- TEMP. SWIGGLE GLAZING SPACER 1W a HE D t SID I 7/ 1 C GLASS EIIE N- GAG GS /TdO- I IT THK. GLASS 1 / 8" TEMP. AIR SPACE 1 /8• TEMP. 2s STEEL INTERCEPT SPACER M. T. on LFS 4wc MW FL-8871. 7 r 10 or 11 elu of MATERI tA•i t• O' 6a W is^'n I 1``. $n;i n M O': V a Z UZ wS 9ogoi nn m uc `g 0 bQrc a m c m o 0 n 3rcyy nop_ N •N 5pED u W OWC o a` o Ln a a ga n^ 9iN6 NOTE WOOD DOOR COMPONENTS: PINE (SG >= 0.42) o o a e 0 nrv-Z au aim 05 22 08 = wAb N.T.S. i era er. OWS r ewL rr. LFS DRUM to r r FL-8871.7 0° 1 1 1 OF O ALs REM DESCRIPTION MA)ERIAI REM OESCRIPRON MAIFR/A[ A I X BUCK SG >= 0.55 WOOD 40 SMOOTH STAR DOOR -SEE DOOR PANQ DETAIL SHEET FOR DETAILS B 2X BUCK SG >= OSS WOOD 41 DOOR SKM O1)77' iHK. SMOOTH STAR = 6.000 PSI MIN. flBERGLASS C MAX. I /4" SHIM SPACE WOOD 42 TOP RAII SMOOTH STAR COMP. D I /4" X 2/4' PFH c1.00 CONCRETE SCREW STEft 43 LOCK STILE SMOOTH STAR WOOD/LVL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI301ORHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRETE HINGE STILE SMOOTH STAR WOOD 45 BOTTOM RAII SMOOTH STAR COMP. F 1/4" X 2-3/4" PFH fiW CONCRETE SCREW STEQ 46 PANQ RENFORCEMENi 0.023' THK. SMOOTH STAR S1EQ I 1/4" X 2-1/4" PFH ITW CONCRETE SCREW STEB. 41 FOAM CORE POLYURETHANE J 1 /4" X 3J/4' PFH RVd CONCRETE SCREW STEft 48 SIDEIRE SKIN OOTH STAR HBERGLASS X 1 /4' X 13/4' PFH 01Y CONCRETE SCREW STES 49 UTE FRAME (SMOOTH STAR PVC LM 10 X 2-I PFH WOOD SCREW 1.1 S MIN. EMBEDMENT) STFft 57 FOAM CORE POLYURETHANE M 119 X 2-1/2' PFH WOOD SCREW STEEL SB SIDELRE SKIN (CLASSIC CRAFT RBERGLASS N 2X MULLION SG >= OSS WOOD 60 RBER CLASSIC DOOR •SEE DOOR PANft DETAIL SHEET FOR DETAILS 1 INSWING ADJUSTABLE THRESHOLD AJ ALUMJWOOD 61 DOOR SKIN 0.13T THK (FIBER CLASSIC) = 6JXX1 PSI MIN. FlBERGLASS 2 INSVflNG THRESHOLD HPS ALUM./COMP. 62 TOP RAIL FlBER CLASSIC] COMP. 3 MSWING SQF ADJUST THERMAL BREAK THRESHOLD (ISP30M) ALUM./COMP. 63 LOCK STILE FlBER CLASSK: WOOD/LVL 4 OUT5IYING COASTAL THRESHOLD ALUMJW000 61 HINGE STILE RBER CLASSIC) WOOD 5 OUTSWMG STANDARD THRESHOLD ALUM./WOOD 65 BOTTOM RAIL RBER CLASSIC) COMP. 6 INSWING THRESHOLD ALUM./COMP. 66 PANEL REINFORCEMENT 0.023' THK. RBER CLASSIC) STEQ 7 DOOR BOTTOM SWEEP VINri 67 FOAM CORE POLYURETHANE 8 JAMB PINE SG >= 0.42 WOOD 68 SIDELRE SKM RBER CLASSK; flBERGLASS 9 JAMB OAK SG >c 0.42 WOOD 69 LRE FRAME RBER CLASSIC PVC 10 WEATHERSTRIP FOAM 70 SIDELITE - SEE SIDEi1fE PPJJft DETAIL SHEET FOR DETAILS 11 HINGE STEft 71 SIDET.iTE TOP RAIL COMP. 12 t 10 X 3/4" PFH SCREW STEEL 72 SIDELJTE STILE WOOD 13 R9 X 3'PFH WOOD SCREW STEEL 73 SIDQITE BOTTOM RAIL COMP. 14 LATCH STRIKE PLATE STEa IS SECURITY STRIKE PLATE STEQ 16 It8 X 2-i /2' PFH SCREW STEQ 18 KWIKSET 200SERIES PASSAGE LOCK STEEL 19 KWIKSET 600 SERIES DEADBOLT STEEL 20 INSWING SIDEIRE SPACER FOR HP THRESHOLD DBI4HPA PVC 21 INSWING SIDELTTE SPACER FOR SELF ADJUST 1HRESHOLO DB 14 PVC 22 OUTSWING SIDEIIiE SPACER PVC 23 a16 X 1/4" PFH SCREW (LITE FRAM S 24 GLAZMG COMPOUND SILICONE 25 SEALANT SILICONE 26 09 X 1' PPH SCREW LITE FRAME) STEEL Florida Building Code Online https:Hwww.floridabuilding.org/pr/pr_appjtl.aspx?param=wGEVX... 1 i &'Profes.sllonalRegulati6h rlm>rmr o SCIS Home i lug In I user Registration I Hot Topics I Submt Surcharge I stets a Facts I Putilkations ! FOC Stan I SCls site Map I inks I Search Florida rT3.1i Product Approval IUSER: Public User sT,a^C!J<un S•. ;..ram :YJ :J PrOducl Annrnval Mend > awk4 UDP_Lht > Application Detail FL # FL15332-R4 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 Ext 2560 bsitlinger@miwd.com Authorized Signature Brent Sltlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 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. Urlch, PE Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Validation Checklist - Hardcopy Received FM:337 R4 COI FLCOI,p f Standard AAMA/WDMA/CSA 101/I.S.2/A440 Year 2008 I of 3 4/15/201.8, 5:03 PM Florida Building Code Online https://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVX... Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 08/11/2017 08/13/2017 08/15/2017 10/10/2017 Summary of Products FL !R Model, Number or Name — Description 15332.1 + SERIES 420 ALUMINUM SGO SERIES 420 ALUMINUM SGD OXO 145-3/4"x80" NON- l___ -• - -REINFORCED __ .- _- Limits of use Installation Instructions Approved for use in HVHZ: No FkIS332 R4 11 QQ-00500E.p f Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No I Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN I 1!L31JWR-94 AE S108Q7D_pdf PRESSURE RATINGS _ - - - - _ --- ( Created by Independent Third Party. Yes ---- - — 15332.2 JSERIES 420 ALUMINUM SGD Limits ofUse 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 15332.3 SERIES 420 ALUMINUM SGD REINFORCED Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS 15332.4 SERIES 420 ALUMINUM SGD REINFORCED Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS 15332.5 - SERIES 420 ALUMINUM SGDREINFORCED - 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 j - - - 15332.E^-- SERIES 420 REINFORCED - 1ALUMINUM SGDI Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No SERIES 420 ALUMINUM SGD OX, XO, XX 96"x80" NON - REINFORCED Installation Instructions - — - F 4 -5-m-M-1 l 0-S. _.QW-8 E, p d r Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports E4i81120A-Af 5108QW.P-Of Created by Independent Third Party: Yes SERIES 420 ALUMINUM SGD REINFORCED OXO 145-3/4"x96" Installation Instructions EIAS332_R_4 1UB--Q2Z98C pdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports F_L15332 R4 Af-51-z96 C,Ddf Created by Independent Third Party: Yes SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX 196_x96" Installation Instructions FL15332 R4 II 08-02249C_pdI Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FJti15332 R4 AF 51,2969C.odf Created by Independent Third Party: Yes SERIES 420 ALUMINUM SGD REINFORCED XXX 143"x96" Installation Instructions EL 53 2 R4 1I$_0 2250C.M Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL1 8R4 AE 51297QC.pdf Created by Independent Third Party: Yes SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX 96"x96" Installation Instructions S33 R4 I[ 08-00499E.1 f Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes 2 of 3 4/15/2018, 5:03 PM Florida Building Code Online https://www.iloridabuilding.org/pl/pr_app dtl.aspx?param=wGEVX... Design Pressure: N/A I Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN W5332 R4 AE 5108Q6Q,pdf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.7 SERIES 420 REINFORCED SERIES 420 REINFORCED ALUMINUM SGD OXO 146'x96" 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 SERIES 430/440 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 15332.9 _ ( SERIES 430/440 REINFORCED 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 Installation Instructions EU5332 _ R4 1108-00501E..pdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports U 5332 R4 AE_5108080.odf Created by Independent Third Party: Yes SERIES 430/440 ALUMINUM SGD XXX 143"x80" NON- — REINFORCED Installation Instructions ELIS332 R4 11 Oa:Q Q2E.g0f Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 AE..5j0D%Q,Qdf Created by Independent Third Party: Yes SERIES 430/440 REINFORCED ALUMINUM SGD XXX 143"x96" Installation Instructions Fs15332—R4-J1A@_QQ50-3E.pdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports EL15332 R4 AE 5108100,pilf Created by Independent Third Party: Yes bark Neat CQn&aSLlfi :: 2601 glair Stone Road. Tallahassee FL 12129 Phone: SSO-487-1924 The State of Florida is an AA/EEO employer. Coovrlaht 20QLag133ta1S of Florida.:: Macy-5tALeM,1A :, i;""sa.ary Statemerit :: RetiOdstatement Under Florida law, !mall addresses are pubic records. 9 you do not want your! -mar address released In response to a pubk-records request, do not send electronic mail to this emity. instead, contact the office by phone or by traditional mall U you have any questions, please contact BS0.487.1395. "Pursuant to Section 455.27S(1), Florida Statutes, effective Octobd 1, 2012, licensees Ikensed under Chapter 4SS, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the ikensee iowever email addresses are public record. U you do not wish to supply a personal address, please provide the Oepartment with an email address which can be made available to the public. To determine if you are a licensee under Chapter 45S, F.S., please cock &.LL. Product Approval Accepts: ME ® ® ERR, Credit Card Safe 3 of 3 4/ 15/20 t 8, 5:03 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 IX 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. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16' OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4'. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8' 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, 33KS1 OR ALUMINUM 6063-T5 .048' THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX, X0, XX, XP, PX, XIP, PIX TABLE OF CONTENTS DESCRIPTION 1 NOTES 2 - 3 ELEVATIONS 4 - 10 INSTALLATIO AMIONs I REV I 05CRwnwm I at[ 1 A1sROOM A ADDED FLANGE AND FON INSTALLATION 12/10/13 R.L. 8 REVISED INSTALLATION DETAILS 08/03/15 R.L. C REVISED INSTALLATION DETAILS 00/21/17 R.L SIGNED: O6/ IM17 MI WINDOWS AND DOORS LLC I1li/l/// 650 17030REET 1R ff9,p RATZ. PAKWESTyJS\ GENs 0 5 t = SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96' X 96' NOTES OAT OF FN"I0RM"' mum D1+c no RLv 08-02249 C xSS O A'trrl G Luis R. Lomas P.E. fL No.: 6T514 scut a1ENTS 10/30/13 021 OF 10 L.F. RODERTO LOMA5 E 14M WOODFORD RD LEVVISVLLLE AIG 27029 t'H-69BQ009 nbnnsBl'bn,apaeorn I Fl H! 6' MAX 96' MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART #3 FOR NUMBER OF LOCATIONS REQUIRED 17" MAX r r-r O.C. - 6' MAX 17' MAX O.C. 16' IAX AME IGHT 6" MAX 6' MAX SERIES 420 SGD REINFORCED WITHOUT ADAPTER EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING t35.0PSF NONE SEE CHARTS Of AND t2 FOR OTHER UNITS RATINGS NOTES' 1. MAXIMUM PANEL SIZE I9 7,2' x 95' 2. MAXIMUM D.LO.: 44 S47'r 90 See' HARDWARE SCHEDULE FLAT MOUNTED HANDLE SET (99-"145) AT 38 314- ON CENTER FROM PANEL BOTTOM METALLIC TANDEM ROLLERS (99.17-195) AT EACH END OF PANEL BOTTOM RAILS JLIINUM 8063-TB REINFORCEMENT (088) AT ALL PANEL WTERLOCKS IiNS@6 FIN •DL rnow DATE APPROVED A ADDED FLANGE AND FIN WSTALLATION 12/10/13 R.L. B REVISED INSTALLATION DETAILS 06/03/15 R.L. C REVISED INV'AUATION DETAILS 06/21/17 R.L. CHART01 WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. QCF NATF a CI fFFT t Design pressure chart (PSO Frame Single Panel and ToW Frame WOIn (n) H"b N 30.0 80.00 ISO 72.DO 420 84.00 4a0 98.00 Pos I Nag I PNu N agN7 N4a2g 4.0 40.0 58.4 40.0 50.9 40. 40.0 DRO 40.0 1 65.2 1 40.0 4&0 40.0 430 394 39.4 92. 0 40.0 52.4 40.0 45A 40.0 40.8 37.1 37.1 Da0 40.0 49.8 40.0 43.1 384 354 35.0 35.0 CHART/ 2 WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. SEE NOTE 9 SHEET 1 Design Pressure chart (psq From Sm ie Panal aro Total Fralre Vdft m) O I) 30. 0 eo 3m 200 0 s00 aaoo P g os Nap Np P N33 M.O 58.4 54 D.9 50.9 45.7 42.0 42.40 255.2 48.0 4&0 5..' 4. 0Sao 3387..414 97a..p S. 4 SZ4 45.4 45.4 8 0.01 90 4%8 49.8 43.1M 43138t3A435.0 35.0 Number of anchor I o""On3 repu7/ce1 not Sin* Panel arld Toml Frame vv tt1(n) Flipnl n) 30. 0 eaO a0 720 420 N. 0 4& 0 D& O M8S JimO N&S Jamb H&S Jamb H8S Jamb M. 0 4 6 5 6 6 8 6 B Nlao 4 e s e e e e e a20 4 6 5 e 8 e e 9 Sao 4 6 5 0 e e 9 6 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X 96' ELEVATION V. L. 1 08-02249 scat NTS - 10/30/13 -'02 OF 10 L ROBERTO LCUAS P.E. t432 M000FORD RD LEWSVt:.E. NC 27023 4344 ss-om eftmaqvY6nuapa.aom SIGNED: OW 112017 0, i v •\ GENS•9iP pTTATT ttO • 4' oF' ORlO*• ? i sjS ONA j1 .tvcs N Luis R. Lomas P.E. FL No.: 62514 S k FR HE 96' MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD & JAMBS SEE CHART 04 FOR NUMBER OF LOCATIONS REQUIRED 6' MAX I 17- MAX O.C. 1 6" TMAX 17' MAX O.C. 6" T—, AX WE GHT 6' MAX 6' MAX 1 2) ANCHORS PER LOCATION SERIES 420 SGD REINFORCED WITHOUT ADAPTER AT SILL EXTERIOR VIEW SEE CHART #4 FOR NUMBER OF LOCATIONS DESIGN PRESSURE RATING IMPACT RATING REQUIRED t35.OPSF NONE SEE CHARTS II AND 02 SHEET 2 FOR OTHER UNITS RATOVGS HARDWARE SCHEDULE FLAT MOUNTED HANDLE SET (WO4.145) AT 30 314- ON CENTER FROM PANEL BOTTOM METALLIC TANDEM ROLLERS MG-17.195) AT EACH END OF PANEL BOTTOM RAILS JLINUM6063-TS REINFORCEMENT (BBB) AT ALL PANEL INTERLOCKS REYBWs REV DLSCiFnOh DATE APP40Im A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. 8 REVISED INSTALLATION DEAILS 08/03/15 R.L. C REVISED INSTALLATION DETAILS 06/21/17 R.L. NOTES: I. MAXIMUM PANEL SIZE: 48 W x AS 2. AWiMUMDL0.:44Wx90SO9' CHART#4 Mumbcf of anchor locations required Skgb Panel and Told Una VNdln (in) Frwre HepM 011) 30.0 Ad.O 3A0 1 72.0 42.0 alto 48.0 a&o HAS Jamb I HAS Jamb HAS Jamb HAS Jamb 84.0 4 6 5 6 6 6 6 6 dd.0 4 6 5 6 6 6 8 8 D20 4 6 5 8 6 6 6 6 DAO 4 6 5 6 6 6 6 6 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96' X 96" FIN ELEVATION 01L11iN: ONG A0. R V.L. 08-02249 saut NTS JDATE 10/30/13 JWW3 OF 10 L. R08ERTOLOWSP.E 1422 WLIODFORO RD LEMSvRLB. NC 27M 434-MOM rA TARSO MSUP&Ccm SIGNED: 06121.42017 0 AAi 61 a 7 OF , v, 11ONA 11E G\\ Luis R. Lomas P.E. FL No.: 62514 1/2- MIN. EDGE DISTANCE 1 3/W MIN. WOOD FRAMING OR 2X BUCK EMBEQMENT BY OTHERS 1/4• MAX. SHIM A10 WOOD SPACE SCREW 110 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR I I I I I I I I INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITHASTM E2112 SILL TO BE SET IN A BED Of APPROVED SEALANT FIVAS06 oc"[pl10N ON1t ADDED FLANGE AND FlN INSTALLATON 12/10/13 R.L REVISED INSTALLATION DETNLS W;W 15 R.L. REVISED INSTAUAnDN DETAILS 06/21/17 IRL 1 3/8• MIN. 1/4• MAX. EMBEDMENT r SHIM SPACE 13 I INTERIOR 1/2• MIN. EDGE DISTANCE oj 910 R EXTE, SCREW WOOD FRAMING JAMB INSTALLATION DETAIL OR 2X BUCK WOOD FRAMING OR ZX BUCK INSTALLATIONBYOTHERS SIGNED. 06/21/2017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET 51III1i/ft E NGRATZ, PA 17030 G st; 9U+ 0 5 *= SERIES 420 SGD REINFORCED WITHOUT ADAPTER 9X 9 LLATIOO N DETAILS FRAMEINSTALLATIONp TAT Of 0. k . Fs,. ORIDP owuxN: 0++e Na aLv V. LL 08- 02249 C i,S ONA11E V Luis R. Lomas P.E. FL No.: 62514 0. 1a NTS10/30/13 4 OF 10 L RMERTD LOWS PS 1aw KOODFORD RD LM?9V8LE W 27n23 47/ 488-0609 fA nUV*t .CVM METAL STRUCTURE BY OTHERS 1/2' MIN. EDGE DISTANCE 1 /4' MAX. B r SHIM SPACE OR LING SILL TO BE SET IN A BED OF APPROVED SEALANT 110 SMS OR SELF DRILLING SCREW 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 BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 T 1/2' MII EDGE DIST) I 110 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS RDA40Ns Kv OCSCRYIIW DATE A PRUiM A ADDED FLANGE AND FIN INSTALLATION 12/10/13 RL B REVISED INSTALLATION DETAILS 08/03/15 R.L. C REVISED INSTALLATION DETAILS 06/21/17 RL JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0&21/2017 MI S AND DOOR LLC 1R I I`r0j'// 650DWEST MARKET STET 5 C E NGRATZ, PA 17030 g s 0 b;5N *= SERIES 420 SGO REINFORCED WITHOUT ADAPTER 9TA X 9OFRAMEINSTALLATION DETAILS n p , TAT OF O• i s8 :ORIOG`; CRAwla oKc 08-02249 0NA'IE Stu 0A7E sm"5NTS10/30/13 OF 10 Luis R. Lomas P.E. FL No.: 62514 L ROBERTO LOU"Ps t=NtlODFORDRDLEWI VAa.NC27= 4N &V mv to m -.Vktmalps.um I. I 1 1/2" MIN 1' MIN. FSEPARATIONEDGEDISTANCE a 1 1/4" MIN. 4. . EMBEDMENT CONCRETE/ MASONRY 1/4" MAX' BY OTHERS F SHIM SPACE OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16' TAPCON 3/16' TAPCON MASONRY/ CONCRETE BY OTHERS EXTERIOR II II II II INTERIOR SILL TO BE IN A BED OF 1 APPROVEED`SSEALANT 1 1 /4' MIN. a' . • EMBEDMENT 2 7/8' MIN 1' MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEANSONRY INSTALLA TION REVm0115 DESL'RIMN WE APPROVED . ADDED FLANGE AND nN INSTALLATION 12/10/13 R L REVISED INSTALLATION DETAILS DS/03/15 R.L. REVISED INSTALLATION DETAILS 06/21/17 R.L. 1 1/4" MIN. EMBEDMENT 4' MAX. 1" o SHIM SPACE MIN. INTERIOR EDGE DISTANCE 3" MIN SEPARATION 3/16' TAPCON EXTERIOR CONCRETE/MASONRY BY OTHERS JAMB INSTALLATION DETAIL CONCRETE)U4SONRY INSTALLATION OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES' 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE tMTNASTM E2112 SIGNED: 0612112017 MI WINDOWS AND DOORS LLC 650 WEST REET v1II1111//,, yJ S\CENSFRATZ, MPAK17030ET SERIES 420 SGD REINFORCED WITHOUT ADAPTER 0 5 +s = FRAME INSTALLATION DETAILS 0 , $TAT OF 001167. Ors No Rev i'••'QLORITIt. Z iFS'••.•• GOS2249CiiS;ONAsL—Lcut aTENTS 10/30/13 6 OF 10 1I0a\ L ROBERTO LOHAS AE 144v 110ODFORD RD LEWISVILLE NC 27Q29 Luis R. Lomas P.E. FL No.: 6251413.•6?b-0609 /W++rss®tanASW.avn AlL 1/2' MIN EDGE DISTANCE WOOD FRAMING EMBEDMENTOR2XSUCK 81 OTHERS 1/4" MAX. SHIM SPACE 010 WOOD SCREWS EXTERIOR LLJJ LL1J INTERIOR f0 BE SET IN OF WED SEALANT B10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS MIN. VENT LV c W.JI/V — VERTICAL CROSS SECTION WOOD FRAMING OR 2X SUCKWSTALLATTCN NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY. I PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITHASTM E2112 1 3/8' MIN. EMBEDMENT 1 1/2' MIN. EDGE DISTANCE 10 WOOD SCREWS WOOD FRAMING OR 2X BUCK BY OTHERS REVOMM REY DESCRPTION DATErR.LlAADDEDFLANGEANDFININSTALLATION12/10/13 B REVISED INSTALLATION DETAILS 08/03/15 C REVISED INSTALLATION DETAILS 06/21/17 1/4' MAX. SHIM SPACE JAMS INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 0&/21/2017 MI WINDOWS AND DOORS LLC R! III/j/ 650 WEST RATZ, MARKETSTREET 17030 5 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96, X 96" FLANGE INSTALLATION DETAILS s , TATE OF ` DRAMQL. oNc AD pFv 08-02249 sfuc NTS °A'E 10/30/13T7 Of 10 j NAj1E L ROBERTO LOMAS P E. 14M NOODFORD RD LEWISVILL$ NC 27CM Luis R. Lomas P.E. FL No.: 62514 43#,Om.w 9 ma'A"vka ** mm k 1/2' MIN. EDGE DISTANCE METAL STRUCTURE BY OTHERS 1 /4" MAX. SHIM SPACE 1 /4' MAX. REVISIONS ocsarPmN are APPROVD) ADDED FLANGE AND FIN INSTALLATION 12/10/13 RL REVISED INSTALLATION DETAILS 05/03/15 R.L. REVISED INSTALLATION DETAILS 1 06/21/17 1R.L. JIO SMS OR 1- SHIM SPACE SELF DRILLINGSELF ISCREW1 MIN. MIN INTERIOR EDGE DISTANCE EXTERIOR INTERIOR SILL TO BE SET IN A BED OF 110 SMS OR SEALANT SELF DRILLING SCREWS 10 SMS OR iH METAL SELF DRILLING STRUCTURE SCREW BY OTHERS EXTERIOR METAL STRUCTURE BY OTHERS JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION 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 BY OTHERS TO BE DESIGNED IN ACCORDANCE WrTH ASTM E2112 SIGNED: 0612112017 MI WINDOWS AND DOORS LLC 71111111I,11,, LOsi i 650 WEST MARKET STREET GRATZ. PA 17030 J.`? .. 0 5 * = SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96' X FLANGE INSTALLATION DETAILS 5p , IAT OF OF•'cIORIOt.• A4OR"N' owe No RE, 08—0227249 C i SB... 11. G` LLuisR. Lomas P.E. FL as Ea NTS eN1E 10/30/13 8 OF 10 LPMERTOLOUASP.E. I4MsVO0DF0RDROLENLIVAiE,NC2>o 49s.6CE4809 Abnal IMnlay oan REVISIONS 1 1/2' MIN. 1' MIN. REV DESCAPTION IVOE APPROVID SEPARATION EDGE DISTANCE A ADDED FLANGE AND FlN INSTALLATION 12/10/17 R.L B REVISED INSTALLATION DETNLS 08/03/15 R.L. e • • I C REVISED INSTALLATION DETAILS 06/21/17 R.L. 1 1/4' MIN. CONCRETE/ n• •' a:•; EMBEDMENT EMBEDMENT MASONRY 1/4' MAX. BY OTHERS SHIM SPACE OPTIONALDUCKTI' ' 1/4' MAX. TO BE _ r SHIM SPACE PROPERLY 1 . • o INTERIOR SECURED MIN' EDGE SEE NOTE 3 SHEET 1 DISTANCE 6 3/16' TAPCON ' D I 1 3' EXTERIOR INTERIOR MIN. SEPARATION J'o •- SILL TO BE SET IN o A BED OF 3/16" TAPCON EXTERIOR APPROVED SEALANT 3/16' TAPCON CONCRETE/MASONRY JAMB INSTALLATION DETAIL BY OTHERS CONCRETE411ASONRYINSTAUAT70N MASONRY/ OPTIONAL 1X BUCK CONCRETE TO BE PROPERLY BY OTHERS SECURED SEE NOTE 3 SHEET 1 NOTES: a --f I.INIERIORANDEXIERIORFINISHES, BYOTHERS A. 1 1/4- MIN. NOT SHOWN FOR CLARITY. a' EMBEDMENT 2. PERIMETER AND JOINT SEALANT BY 0774ERS Tip BE a • • I DESIGNED IN ACCORDANCE WITH ASTM E2112 a'- • e SIGNED: 0612112017 MI WINDOWS AND DOORS LLC `V7111111 r//, 2 7/8' MIN. 1' MIN. 650 WEST MARKET STREET ``J S R• LO'11,9/ SEPARATIONEDGEDISTANCEGRATZ, PA 17030 v, •0 E NSF , an VERTICAL CROSS SECTION SERIES 420 SGD REINFORCED WITHOUT ADAPTER : *•ViVOF-X CONCREJE/MASONRYINSTALLATICN 96" X 96" FLANGE INSTALLATION DETAILS p; DRAW. Se' No. REV .i OidFS:c[OR1 P G 4\ V. L. 08-02249 C S ONA NTS 6ATi 710/30/13 029 OF 10 i1Ea L AOMRTD LOMAS PE Luis R. Lomas P.E. t032W000F0RDRDLEMSVALE. 1VC27023 FL No.: 62514 43- IM4M r2nuspabrt2$pv a WOOD FRAMING BY OTHERS 1 1/4' MIN. EMBEDMENT APPROVED SEALANT BEHIND FIN 8 WOOD J SCREW APPROVED SEALANT BEHIND FIN 8 WOOD SCREW 7/16" MIN EDGE DISTANCE EXTERIOR 1/4" MAX I SHIM SPACE 7/16' MIN EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4' MIN. EMBEDMENT WOOD FRAMING BY OTHERS INTERIOR TRIM 1/4' MAX. SHIM SPACE INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION FOR SILL INSTALLATION SEE SHEETS 4.9 RE06ONS REV DESCRIP WR DATE APPROVED A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L B REVISED INSTALLATION DETAILS 08/03/15 R.L. C REVISED INSTALLATION DETAILS 06/21/17 R.L. 1 5/8' MIN. EDGE DIST. TRIM 4 1 1/4' MIN. INTERIOR E-MBE-LD-MENT MASONRY/CONCRETE I BY OTHERS 1X BUCK BY OTHERS, HOOK STRIP 1X BUCK TO BE PROPERLY SECURED 3/16' EXTERIOR J - PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRY)CONCRETE 1/2" MIN. METAL STRUCTURE 1/2' MIN. EDGE DISTANCE BY OTHERS EDGE DISTANCE TRIM INTERIOR 1 3/B' MIN. EMBEDMENT HOOK STRIP HOOK STRIP 1 ElSCREW 10 SELF DRILLING S10 WOOD PANEL D SCREW EXTERIOR INTERLOCK EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION METAL S I HUC7URE HOOK STRIP INSTALLATION SIGNED: OW112017 2X BUCKAMOOD FRAMING MI OSTOREETRS LLC\ 5 1650DWESSMARKANDET GRATZ, PA 17030 R L O i i 1;ENS' 9,P SERIES 420 SGD REINFORCED WITHOUT ADAPTER No, 96" X 96" 61251 y (A NAILFIN & HOOK IMSTALLATION DETAILS j, p • TATE OF ; LQ NOTES. ORAne oec no RLV i'o••' ZORID" • 0l EXTERIOR NOT SHOWN FORCLAAl71 FINISHES, 8YOTHERS. OB-02E249 C i sS pNAj1r G 2.PER/METER AND JOINT SEALANT BY OTHERS TO BE SLUE NTS wTE 10/30/13 10 OF 10 DESIGNED IN ACCORDANCE MTN AS TM E2112 L.AOSERTOLOWSAE asLU18R. LOfT08 P.E. 14.v NOOOFORD RD LEN7SVIUE NC 27Mt9 A.U'08-060M A adgeMe nsipemm FL No.: Florida Building Code Online https://www.floridabu i ldi ng.org/pr/pr_app_dtl.aspx?param=wG E V X... t Business &Professional Regulation rA BCIS Home I lug In I User Registration { Hot Topics 1 suomt Surcharge stets 9 Facts { publications { F8C Start ( SCLS Site Map Unks { Sea -di { Florida r I Product Approval USER: Pubic Userdrr`Mr- ari.:T Product AaRmxaLMmu > Produri or Aaofratlen Search > Appb-ytb o 1 ee > Application OetaB FL # FL15279-RS Application Type Revision Code version 2017 Application Status Approved Comments reapply 11/28/17 Archived Product Manufacturer Gopay Building Products Company Address/Phone/Email 8585 Duke Blvd. Mason, OH 45040 513)770-6062 mwesterfield@ciopay.com Authorized Signature Scott Hamilton shamilton@clopay.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Certification Mark or Usting 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 200S ANSI/DASMA 115 200S ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 Equivalence of Product Standards Certified By Florida Ucensed Professional Engineer or Architect FL15279 R Equiv 20170809 - FBC - DASMA 108 equlv.oQf FLl 27 RS -gv 20170809 - F8C - DASMA 115 gqulv.pdf i of 7 • 4/ 15/2018, 5:17 PM Florida Building Code Online https://www.floridabuilditig.org/pr/pr_app dfl.aspx?param=wGEVX... Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Go to Page i 0 FL tt 15279.1 001 W3-09 DSIE-1A171: 2050, 2051, 2053, 4050, 4051, 4053, 62, 64, 6S, 62G, 62LG, 64G, SDP38, SFL38, SRP38, 134, 135, 136, 6130, 6131, 6133 Limits of Use - _ - ^-.•---- • • --- _- Approved for use in HVH2: No Approved for use outside HVH2: 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 OSiE-1A471: GD1SP, GR1SP, GD1LP, GR1LP, ARM, AR1LP, ED1SP, ED1LP, 4132, 2132, 6132, SFC38, MFC38 Limits of Use Approved for use in HVH2: No Approved for use outside HVH2: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-21 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the Impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the Impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.3 003 W3-09 OSIU-1A171: 9130,- 9131, 9133, HDP13, 11DPF13, HDPL13, 7130, 7131, 7133, 8130, r its 8131, 8133 1 Limof use 1 Approved for use in HVH2: No Approved for use outside HVH2: 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. 4 Model, Number or Name 1- 3/8' Double -skin insulated EPS (exterior skin 27 ga. min.; interior skin 29 ga. min.) Single -Car (up to 9'0" wide) WINOCODE® W3 Garage Door Method 1 Option A 08/ 10/2017 11/ 29/2017 12/ 05/2017 0 0 Page 1/ 8 0 0 Certification Agency Certificate FL15279 & 5_G CAC Letter_! jLh proof of contract and proof gf j05P2r_tlQ"_df FU 5279 R5 C CAC WK3 U_M.ng ntertek,pdf Quality Assurance Contract Expiration Date O5/ 21/2028 Installation Instructions fU3Z79. RS it 101655-Rev12,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.) Single - Car (up to 9'0" wide) WINDCODE@ W3 Garage Door Certification Agency Certificate EL 9 RS C CAC Lott. wi h proof of contract and psp& 4f_) nitieciion.a9f FLI5279 RS C CAC W3 Listing Intertek.00 Quality Assurance Contract Expiration Date OS/ 21/2028 Installation Instructions FL1S279 _ R5_II_AQ3952=ftYQLRdf 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.) Single -Car (up to 9'0" wide) WINDCODEO W3 Garage Door Certification Agency Certificate- F1. 15279 115 C CAC Letter with pr49f of c I r anAero f Qf [ riswil40,gWif FL15379 RS C CAC W3 LlSting Insgrtek.pgf Quality Assurance Contract Expiration Date 05/ 21/2028 Installation Instructions FLIS279 RS 11 104175-Rev01.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 004 W3-16 DSIE-1A171: 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, 6S, 62G, 62LG, 64G, SDP38, WINDCODE® W3 Garage Door SFL38, SRP38, 134, 135, 136, 6130, 6131, 6133 2 of 7 4/15/2018, 5:17 PM Florida Building Code Online https://www. floridabuilding.org/pr/pr_app_dtl.aspx?parain=wGEVX... imits of Use tpproved for use In HVHZ: No tpproved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-21 PSF Dthert The OPTIONAL glazing available for this product Teets the wind load requirements of the building code but TOES NOT meet the Impact resistant requirement for yindborne debris regions. The product without glazing DOES omply with the impact resistant requirement for windborne ebris regions (ref 1609.1.4 FBC). 5279.5 - - 005 W3-16 DSIE-1A471: GD1SP, GR1SP, GD1LP, GR1LP, AR1SP, AR1LR ED1SP, ED1LP, 4132, 2132, 6132, •SFC38, MFC38 Imits 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 neets the wind load requirements of the building code but DES NOT meet the impact resistant requirement for vindborne debris regions. The product without glazing DOES omply with the impact resistant requirement for windborne lebris regions (ref 1609.1.4 FBC). S279.6 006 W3-16 OSIU-1A171:9130, 9131, 9133, HDP13, HDPF13, HDPL13, 7130, 7131, 7133, 8130, 8131,8133 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-21 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windbome debris regions. The product without glazing DOES comply with the Impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.7 007 W3-16 PAN-21`153: 73, 1500, 75, 190, 84A, 94, 42, 48, 55, 428, 488, 55S, 4RST, 6RST, 4RSF, 6RSF 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 I debris regions (ref 1609.1.4 FBC). 15279.8 008 W4-09 DSIE-IF171:4300, 4301, 4310, 4400, 4401, HOG, HOGL, HDGF, 66, 66G, 67, 67G, 68, SP200, SF200, SE200, 6200, 6201, If 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 FLIS279 RS C CAC letter with proof of contract and oroof Off InsUAKtIPM-11f FL15279 RS _CCAC W3 ustsg Intertek.pdf Quality Assurance Contract Expiration Date 05/ 21/2028 Installation Instructions FL15279 RS II 120- vvL.Off 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) WINDCODE® W3 Garage Door Certification Agency Certificate ` FL1S279 R5-C- CAC_Letter with_proof of contract and proof pt inspection.pdf FLIS279 R5 C CAC W3 Listing Intertek. f Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 RS If 104028-Rev01.p4f 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 Ll 227 RS G CAC Letter withoroof of nco tract and oroofofj-nspe:tlon, pgf FLIS279 RS C CAC W3 Listing lntgrtek.pAf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FUS279 R5 It 104168-Rev9,Lpdf 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 W3 Garage Door Certification Agency Certificate ELji2j_Q_RS_ CynC_Letter with proof of gontcjct and Rmgf of insper.Cma• p4f EL}5?2RS CAC w3_Ilstlag_lotertek:pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions f• L 5779 RS Il 10-oB-aevl2,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.) Single -Car (up to 9'0" wide) WINDCOOE@ W4 Garage Door Certificatlon Agency Certificate FL15279 RS C_ Cg_C_Letter_with pioof.oj cpntracct_And.proof o ii SpectioJr , pdf fL1S-R_G_ G_tC W4 I,Istinn_InEettek.ppf Quality Assurance Contract Expiration Date 05/21/2028 3 of 7 4/15/2018, 5:17 PM Florida Building Code Online https://www.floridabuilding.org/pr/pi app_dtl.aspx?param=wGEVX... meets the wind load requirements of the building code but ( Installation Instructions DOES NOT meet the impact resistant requirement for I fL15279 RS II lgi($LB_ReyJA,pQf windborne debris regions. The product without glazing DOES ( Verified By: Intertek Testing Services NA, Inc. comply with the Impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). I Evaluation Reports Created by Independent Third Party: 115279.9 1 009 W4-09 DSIE-11`471: GD2SP, G112SP, GD2LP, GR2LP, AR2SP, AR2LP, ED2SP, ED2LP, 4302, HDGC, i 6202, SFC68, MFC68 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 windborne debris regions. 15279.10 010 W4-09 DSIU-1F171: 9200, - 9201, 9203, HOP20, HDPF20, HOPL20, 7200, 7201, 7203, 8200, 8201. 8203 Limits of Use --- Y - 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). 15279.11 O11 W4-09 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: +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). Gallery/Artistry/Expressions: 2" Double -skin Insulated EPS exterior skin 27 ga. min.; interior skin 27 ga. min.) Single - Car (up to 9'0' wide) WINDCODEO W4 Garage Door Certification Agency Certificate A- fLl-SZ79 RSC A_Letter wl h ro f Qf cgnt, and proof of inspection:gdf FLIS279 RS C CAC_y_(-4_.l.1$ting_Intertek,pdf Quality Assurance Contract Expiration Date OS/21/2028 Installation Instructions EL15.279 95_11-19"_69-0:Reyp%.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.) Single -Car (up to 9'0" wide) WINDCODE@ W4 Garage Door Certification Agency Certificate f_t 15Z79_85 C G9GUtter-with proof of contract and proof of in!iMgion pdf FI-15279 R5 C CAC W4 I.Istinn Intertek.f2df Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions Fm5Z79 R5 II 1041 a-R v I 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 27ga. min.) with Overlay Single -Car (up to 9'0' wide) WINDCODE® W4 Garage Door---_-_- - Certification Agency Certificate f61.5.7Z9 RS AC LeCteLtyl[h_Rfs29L4LLQOtracLdOsi_pf4lif QLln5l1ecttmadf FLI.527.9_R5-CSAC-W4_Usting-inlertek.odt Quality Assurance Contract Expiration Date i 05/21/2028Installation Instructions f )52_79 RS It 1044S6-gevOl.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: - Evaluation Reports Created by Independent Third Party: r- 15279.12 012 W4-09 PAN-21`151: 73, 1500, 75, 190, 84A, 94, 76, 42, 48, S5, 420, 488, 55S, 4RST, 6RST, 4RSF 6RSF, 211ST, GDSS, GDSSV, GR55, GRSSV, ARSS, ARSSV, EDSS, EDSSV Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25 PSF/-32 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the Impact resistant requirement for windborne debris regions. Steel Pan (min. 25 ga.) Single -Car (up to 9'0' wide) WINDCODEp W4 Garage Door Certification Agency Certificate FL1S279 RS C CAC Letter with proof of contract and oroof of Inspectlon.p f FL15279 RS ,CAC W4 LiStijng_Intertek.pd Quality Assurance Contract Expiration Date OS/21/2028 Installation Instructions Fj-A5 79 RS I 001-B-Qeyl6,pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party. Evaluation Reports - Created by Independent Third Party: J 4 of 7 4/15/2018, 5:17 PM Florida Building Code Online 1lttps://www. floridabu ilding.org/pr/pr_app_dtl.aspx?param=wG EVX... 15279.13 1 013 W4 09 PAN-21`441: G4S, GS4, Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.) Single- G4L, GL4, G134S, GD4L, GR4S, I Car (up to 9'0" wide) WINDCODEO W4 Garage Door GRAIL, G4SV, GS4V, G4LV, GL4V, GD4SV, GD4LV, GR4SV, GR4LV, E4S, E4L, E04S, ED4L, E4SV, E41.V, IIiED4SV, 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 windborne debris regions. 15279.14 014 W4-09 SPO-21`449: Grand - Harbor, Stone Manor Limits of Use -- V - Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +25 PSF/-32 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the Impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). Certification Agency Certificate - - -- w v- 279 R5 C CAC Letl.Wjl1LRL0o(of-contract and proof of inspectlo .pEf EL15.279R5_CCA_C_W4 Ligfing Intertgk.of Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions F-L1S279_R5_1 f_103aG_QzFk_e_v0j& 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 - 1 9'0"wide) WINDCODEO W4 Garage Door - - Certification Agency Certificate FLl$779 RS C CAC Letter with_proof of contract and proof of inspectlon.pdf FL15279 RS C CAC W4 Listing Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions f115279 RS ll 103549•KevOti.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.15 015 W4-16 DSIE-0171: 4300, 2" Double -skin Insulated EPS (exterior skin 27 ga. min.; 4301, 4310, 4400, 4401, HDG, Interior skin 27 ga. min.) Double -Car (9'2" to 16'0" wide) HOGL, HDGF, 66, 66G, 67, 67G, 68, I WINDCODEQ W4 Garage Door SP200, SF200, SE200, 6200, 6201, 6203 Limits of Use - S Certification Agency Certificate Approved for use in HVHZ: No I FL15279 RS_C_CAC Letter with proof of contract and proof Approved for use outside HVHZ: Yes of 1 sQggtion.Qdf Impact Resistant: No fL15279 RS C CAC W4 Listing Intertek.odf Design Pressure: +25.5 PSF/-25.5 PSF Quality Assurance Contract Expiration Date Other: The standard glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FLIS279 RS 1[ 101481-B-Rev13.p4j windborne debris regions. Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.16 016 W4-16 DSIE-1F471: G02SP, Gallery/Artistry/Expressions: 2" Double -skin Insulated EPS GR2SP, GD2LP, GR2LP, AR2SP, (exterior skin 27 ga. min.; Interior skin 27 ga. min.) Double- AR2LP, ED2SP, ED2LP, 4302, HDGC, Car (9'2" up to 16'0" wide) WINDCODEO W4 Garage Door 6202, SFC68, MFC68 Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL15279 RS C_C11C letter with roof of contract and prop( Approved for use outside HVHZ: Yes of inspection.pdf Impact Resistant: No fL] 5279 R5 C CAAC W4 ListIag Intertek_-p0f. Design Pressure: +25.5 PSF/-25.5 PSF ( Quality Assurance Contract Expiration Date Other: The standard glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the Impact resistant requirement for f115279 RS II 10402q-R-AP Q0 .pdf windborne debris regions. VerIned By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.17 017 W4-1G DSIEO-iF479: Double Skin Insulated EPS (exterior skin 27 ga. min.; Interior Coachman/Settlers/Affinityskin 27ga. min.) with Overlay Double -Car (up to 16'0" wide) J WINDCODEO W4 Garage Door 5 of 7 4/15/2018, 5:17 PM Florida Building Code Online hops://www. Floridabu ilding.org/pr/pr_app_dtl.aspx?parain=wGEVX... Limits of Use Certification Agency Certificate Approved for use in HVHZ: No F 1 279-RS C CAC Letter with proof of contract and proof Approved for use outside HVHZ: Yes of Insoectlon.odf Impact Resistant: N/A FL15279 R5 CrAAC-W4 Listing Intertek.gdfIDesignPressure: +25 PSF/-25 PSF Quality Assurance Contract Expiration Date i Other: The OPTIONAL glazing available for this product OS/21/2028 meets the wind load requirements of the building code but I Installation Instructions DOES NOT meet the impact resistant requirement for FEL157,,,79_@,5_II 103046-Rev07,Qd windborne debris regions. The product without glazing DOES Verified By: intertek Testing Services NA, Inc. comply with the impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 1S279.18 018 W4-16 DSIU-11`171: 9200, Double -skin Insulated PUR (exterior skin 27 ga. min.; 9201, 9203, HDP20, HOPF20, I Interior skin 27 ga. min.) Double -Car (97' to 16'0" wide) HDPL20, 7200, 7201, 7203, 8200, WINDCODE® W4 Garage Door i 8201, 8203 Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +25.S PSF/-25.5 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the Impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). Certification Agency Certificate _ - - FL15272R5 C CAC LgtClwf_Wlth__Q Qr.Vf_c9 tf St di15 gQf of Inspection_pdf Et 1 779 RS C GqC w4yls4ng_Integgk.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 RS 11 104169-RevQ_12df Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.19 W4-16 DSIUO-1K479: Canyon t- Double Skin Insulated PUR (exterior skin 27 ga. min.; TRI'dge/Brookstone interior skin 27ga. min.) with Overlay Double -Car (9'2" to 16'0" wide) WINDCODEp W4 Garage Door Limits of Use Certification Agency Certificate r use in HVHZ: NoApprovedfor FL15279 RSC CAC Litter with proof of,rontract and proofIApprovedforuseoutsideHVHZ: Yes Of I pectloru f Impact Resistant: N/A FL15279 RS C CAC W4 Listing lntertek.pdf Design Pressure: +25.5 PSF/-25.5 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 R5 II 104457-RevO2.Rof 1 windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: r- - -- ----- -- - - - 15279.20 020 W4-16 PAN-21`153: 73, 1500, 75, 190, 84A, 94, 42, 48, SS, 4RST, 611ST, 4RSF, 6RSF, GDSS, GDSSV, GRSS, GRSSV, ARSS, ARSSV, EDSS, EDSSV Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No IDesign Pressure: +24 PSF/-24.5 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. Go to Page - Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0' wide) WINDCODE® W4 Garage Door Certification Agency Certificate FI.153Z9RS-C_C9CSP-tter withlil9siSL=i:acCalLd_ar44f Qf insgesl4n.edf FI"15279U-C-ACW-4-Listing _1ni erlek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 RS Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: eaa Herzt 0 0 Page 1/ 8 0 0 rie Slate of Florida k an WEED employer. ygy Qj-jQ07.20 j 1gk FI QQa, :: B%W, Statemem :: Accesslbffiy Statement :: Rerund Statement Under Florida law, emad addresses are public records. If you do riot want your a -mad address released in response to a public -records request, do not send electronic 6 of 7 4/15/2018, 5:17 PM Florida Building Code Online Itttps://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVX... mall to this entity. Instead, contact the office by phone or by traditional mat 9 you have any questions, please Contact OSOr487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective Wober 1, 2012, licensees licensed under Chapter 55, F.S. must provide the Department wth an emal address f they have one. The emats provided maybe used for official communtation 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 public. To determine d you area Ikensee under Chapter S5. FS., pease click heM. Product Approval Accepts!® ® t2rer Credit Card Safe 7 of 7 4/ 15/201 R, 5:17 PM r®mu[ a NR L m WYL SHEET 1 OF 2 OPTIONAL /LAZING MAY BE STANDARD OR IMPACT R(S WANT GLAZING. SEE SECTION 0-9 FOR OETRI.S. MAX STANDARD SIZE IS 42-1/2'06% IMPACT RESISTANT GLAZING IS 21-5/8'A14-1/5'. 0 - NFla- I IWO W FlWl1111015imlI LAIR' Lalt RIDm-1M6 OOiM YiYMil2 MIm' =® e.vr AA IMQ o .t40 A11a11m rJlr DQ7 fa[s NA» M .w .[S I N Il ft e Ylef SEE SHEET TWO FOR IMPACT RESISTANT CONSTRUCTION DETAIL "A' AND STANDARD CONSTRUCT DETAIL 'B*; TRACK AND JAMB DETAILS. a I i wlr4 i SHP LAP JOINTS. if DENSITY POLVSTYRENE FOAM WUMTION 1-5/16' THICK WITH vwm NAIRCFLL BACIIFR QNSULATED MODES ONLY) 25 CA MIN. CALV. STEEL SIGN WITH A BM® -ON PRIMER AND A BAKED -ON POLYESTER TOP COAT APPLIED ro BM SIDES OF STEEL SION. mom m Mae r o® K o® Teo Iw m aura NO a RI Am OrM e1Y r tK AnoRmea eRo.o ea R® ow 1®yW 1011e IOIOeIf mlml li WO® YR.A A Roo. w f s een. w AuseY ea I wlr aR IOC ee q ONC • GaYr¢ OI OIGWIWe RA WIOtli1 eO ia;m eWi1oNO u m Is w m LLO Ace LC I LC 1 e s. m rmA a I C I C I v I w clopay OM KErigProductsMASN°V m s`; o nnv (513) 770-460D 1/3/97 ry. .MAC TR. MWW FOR SECTION A -A MW V1W 3' TALL CALV TEELMIGA. LDSSTRENGTH: YIN. YEJILD STiiENGM: SO KSI 2' THICK 1 3- 1-7/B' T 12 GA. CALV. STEEL TOP ROLLER BRACKET EACH BR4CTh'T AA WEDW/u(4) IS14 GL GALV. ROLLER HINGE. EACH tmm rASTE m TO END STILES WITH (4) /14.3/6' 9EET METAL SCREWS AND (4) 1/ 4'A3/4' SELF TAPPING SCREWS SEE NEW V. 3' TALL A 2D GA GALV. STEEL U-BARS IN A 2-1-2-1 PATTERN 6E. TWO U-41ARS ON BOTTOM SECTION. ONE u-9w ON NEXT SECTION. M). EACH U-But ATTAL'NED WITH ( 2) I/4'a3/4' SELF TAPPING SCREWS PER STILE LOCATION. ATTACHED WITH STEEL) 1144A.S/I' SHEET METAL SCREWS. ALIDMINUM EXTRUSION f VINYL WEATHERSTRIP. DESIGN LOADS: +24.0 PSF ! -245 PSF TEST LOADS: +36.0 PSF ! -37.0 PSF 153 vIa we AwTNG AAY. its+ W 4 I6'D`Y : 16'O`H CLASSIC AND CH RP STEEL PAN DOUBLE — CAR, 16'W +24/-24.5 PSF B0? AV016 NYIw3b 101711 lvmBC z•u _ __au auea aG •- vo%ruO >i7m M CanO6 1-1 o -A - w 1 - 71 77 IJR 11a CQA GY i aV K oj: .m tOA) 10 Pl= A RM O aO sArAa. IgQa14 ANO m IAOA illml IOIY. A a sG san Pra am I Is tim Y !mc .elaAm m ammeIaAW rY lo. mo a ra'am naAm .OM OQK A1A liar UP= o=G Iw Ir CDIM DADA FS la aOaIOD a r nNa coolm ([ p w00<. 1. O4 19ai t7 t01 OKOR A. .N t mullOela.A ala Am I plllols . lusl I rr n V at wk"4 fW.a'. ItltOlta allta W IAn 1WL9 um AOU m OmG ma-1a1.. ImOm Cam FAamGCwAlmMDImmANOC[ ^2010 AIO/OI Ally COatAaNlpS A•A Almv an cmv Asrn.l s...lee am FAIa aO .0wam a am emm m OO am m . ri oar. am oo au W ILL" PIG JaIO m n e.ur. am A00. au — I IMPACT RESISTANT ASSENBL7 DETNLS IDRAMIINIO / O / 71 1.A SECTION a-B (IMPACT -RESISTANT GLAZING OPTIONI l V Wl.lam at vmlYat 9N aim . Oats INa0.lo ..tap as p nelav at OOt . Yp al Nam a lO'A• la/ A . Y.' IICI Ito MO.t fafasi iiia, I STANDARD ASSEMBLY DETAILS IDRAYYINIO1O1711AD SECTION 6-8 (NON -IMPACT RESISTANT GLAZING OPTIONi Non0.1 /lnrn ur. alma w aAma N.na. ItlaollIlllatnMOIOaPnIINlallt olAnla trt mt Lfm4y.' hll ItO 7oEa TtIOL: wILY [ONSIOI •TION: mnaa sa. tam I Ae4a. N6 AIOU L aA ola A17RIa m namm " mm a AAw OMn1O10mHALMMAf.1a ml o•.Ilsa PC Om COCA A9MST apOLLm M aawwa b nO !Ella IEOf n¢ rO AGO t01/m011i a na noNa Name evQ a anoalaom Im u ate[ au scum 00 aMNm 14 na/W6 M1L SHEET 2 OF 2 '. _ riol wowm+. n I n n uu w¢ ua wa mloot m mo i lisDa l lal u) a iali&is e/r am G tales n.IOO al 1. G cat aaum mom DO Ina nA. a rl.a¢1a nano To m Cam a C.) 1p t.C. wlam 41.0/r 90 loa IDm me 1.1, 1O/ a' q1t • NIIa I/.1Y.• mr na.le 20VAL n. I/• ow ORR T O a.t son m?I am MUIR aml an w Nam It Asnmeomma AA, tsCll W nc swm.e aR aw. mon! MILL t n[ IIZ n1 P nt 111O®Ml P IQVO RII M MIm9 OI AO aN A Oa g Arm GIaOO m GOOD la OO AGAR CO Tlal alAla mt 14 D OR OPNTRCK E:W1g1N DOI3 NOT AFFECT THE 1ON0 LOAD RA1W OF TICS D00Q r au mesa +o IAom PRACXET U CA. "V. am Ni W10IC. lla RP W rAnOO Imes I" Am NORQONTAL LO lNr.l-'J r sm 4a Sam B laolr LaN /IEA[Ia0dl O/ImONmN 1 IYrI AO' q 1' 6 11t. >• 1/S'./t a •-•• am 1NaA aA.am. lq nuo/ w aan pa s: Cosa a.m r UAL Clepay L1PC: PAN yTO 1/3/97 Building Products WASDN om 4me0r40 0B11N" JAC COT ar (713) 770-48W 0mR1 to MWW Wk. lal Ooaa a.m Irm+ I awa MUL laa naam ALIT FACXW ra . ot WAL F am DESIGN LOADS: +24.0 PSF ! -24.3 PSF TEST LOADS: +78.0 PSF ! -37.0 PSF W 18'0'W n 16'0'H MwnD. CLASSIC AND CH RP STEEL PAN DOUBLE - CAR. 16'W +24/-24.3 B Lfuvom tA1 101711 Florida Building Code Online https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVX... 1 uWion rG t CIS Home :ling In I User Registration I not Topics I submit swch,rye I Stats a facts I publications I faC staff I 80s Site Map I Links I search fled Product Approval 1 USER: Public User PtQQyct Annrovel Menu > P1QtUCLQCAQplsaL1m-SCaMn > Apji tl,Qn,lL& > Application Detail r FL # FL17499-R3 Application Type Revision Code Version 2017 Application SLatus 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 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 bsltlingeromiwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year AAMA 506 2011 AAMA/WDMA/CSA 101/I.S.2/A440 2008 AAMA/WDMA/CSA 101/I.S.2/A440 2011 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A I of 4/13/2018, 7:05 AM Florida Building Code Online https://www. foridabu i lding.org/pr/pr_app_dti.aspx?param=wG E VX... Date Submitted Date Validated Date Pending FBC Approval Date Approved 01/15/2018 01/15/2018 01/21/2018 Summary of Products FL J! Model, Number or Name Description 117499.1 -- 18S SH 36x84 Fin/Flange Frame IG/SG Impact Single Hung Limits of Use I Certification Agency Certificate Approved for use in HVHZ: No ` FL17499 R3 C CAC Ml Windows 185 SH (Fin) Impact Approved for use outside HVHZ: Yes U:pdF Impact Resistant: Yes I FL114-99R3 C CAC_1I Win pA - I SH (Fin) lsnpact Design Pressure, +SS/ -SS Done.odf Other: R-PGSS*, Missile Level D, Wind Zone 3. Glass to be fL17499 R3 C CAC MI Windows - 18S SH fFlangel ImQad bedded In Pecora 896 sealant. 17499.2 1185 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 i 17499.3 185 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* i I 17499_4 _.-_-- 185 SH _- - Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +60/-67 Other: R-PG60* C3).odf — fL17499 R3 C CAC MI Windows - 185 SH (Flannel Impact 4); pdf Quality Assurance Contract Expiration Date 10/17/2018 Installation Instructions FL17499 R3 -1 08_02545B.pdf Verifled By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports rL1749,R3 AE 5133218-3_pdf Created by independent Third Party: Yes 52x72 Fin/Flange Frame IG/SG Single Hung Laminated Glass Certification Agency Certificate — FL17499 R3 C CAC APC(13361,1726.01 109 h7 IZ 1II5 S-M(FLG waJver),pdf FL17499 R3 •C_CAC MI windows_185 SH (FLn)-(lX)_pd( I f-1A7499 R3 CCAC MI Windows - 85 SH Fin (l2),pdf FL17499 R3 C_CAC_MI windows - 185 SII flange) l0j_pdf Quality Assurance Contract Expiration Date 10/08/2018 Installation Instructions FL17499 R3 11 08-025498.pdf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE Sj_33278-4.pOf - - — — Created by Independent Third Party: Yes 36x84 Fin/Flange Frame IG/SG Single Hung Laminated Glass Certification Agency Certificate FL1749_9 R3 G CC APAC( D-k3!)E1729.01-109-47_g0_18S S fLG waiverl.odf FL 749 -R3CCAC_f4l Win owl - 185 t (FID)_(13):pdf 1-:117499 R3 CUPI Windows 185 SH (Fier )_ 14 . dj fL17499 R3 C CAC_MI Windows LS-; cH (Flanag) 11),pdf Quality Assurance Contract Expiration Date 10/17/2018 Installation Instructions i LL17499 R3 11 08_02550B_pdfVerifiedBy: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FLLZ1k99 R3 A9_51332 B-S.pdf Created by Independent Third Party: Yes 36x71 Fin, Finless, Flange Frame IG Single Hung Certification Agency Certificate FL17499 R3_CCAC ABC H0462.01-109-47-RQ ]85 SH 0-425 21plf Quality Assurance Contract Expiration Date 04/25/2022 Installation Instructions 2 of4 4/13/2018, 7:05 AM Florida Building Code Online https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVX... 17499.5 I:LSH:'I Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55/-55 Other: R-PGSS, Missile Level D, Wind Zone 3. Glass to be bedded in Pecora 896 sealant. 17499.6 185 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 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 1 185 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 FL17492 R3 11 08-03163,pdf Verified By: Luis R. Lomas, PE PE-62S14 Created by independent Third Party: Yes I Evaluation Reports L17gQ9 R3 AE_514092.pal Created by Independent Third Party: j 52x72 Fln/Flange Frame IG/SG impact Single Hung Certification Agency Certiflcate FL17499 R3 C CA-C- MI Wlnd- ws - 185 S)_I_(FInj Igp§gs LL122f FL17499 R3 C CAC MI Windows - 15 SH (fjn) _paa ib_p df EI,17499 R3 C CAC MI Win-dQ-w - 185 SH-CFlan e)-Impact Zjpdf FL17 R3 C CAC Mt Windows - IDS SH (Mn tmpa SLM Quality Assurance Contract Expiration Date LO/10/2018 Installation Instructions FL17499 R3 (1 OB-02544B-1.pg Verified By: Luis R Lomas PE 62S14 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE 513320E-l.pdf Created by Independent Third Party: Yes 52x84 Fin/Flange Frame IG/SG_Single Hung Certification Agency Certificate — F 1124 9-R3 C CAC APC(13362.)_k3725.41--024ZR0-18S 1 (EI.Waiv 8[G 1-BA 52 1"8X84 R§4(4991Q).Rdl FL17499R3 C CAC MI_N/Indows - 185 SH (Fin)_(01 ,p.IfIFL17499R3SI11R4YYSStl (f!L)19).pdf t EUZ499 R3C CAC MiWln wS 185 SH (f1 9iLC2)_RL1f Quality Assurance Contract Expiration Date 10/09/2018 Installation Instructions E417499 R3 If - 25Afik:Z&11 Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports I FL17499 R3 AE 13,3129z,P_df Created by Independent Third Party: Yes_ — 111x72 Fin Frame IG/SG Single Hung 110x72 Flange Frame IG/SG Single Hung Certification Agency Certificate FL17499 83 C &C EtL 1(1(i vys WL,5H T Ip-12_tFln) 31.PQ ELA7422-R3-C CAC MI Windows - 185 SH 1FIp(e_(Fjn 4 ). pdf Et,_1.Z449_11-3-C-CACMMI-Maiows - 1@5 SH Tdg& fiannP,) LM( EL1Z422—R-C-CAMI-Wlnd-gw"5 5R_ItiptC_WMge) 4Lllaf Quality Assurance Contract Expiration Date 10/20/2018 Installation Instructions EL12-422 R3- 11-i1.842598@.Rpf Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports ELLZ22113_Ali513324 6.pX Created by Independent Third Party: Yes 10602 Fin Frame IG/SG Single Hung 10502 Flange Frame 1 1G/SG Single Hung i Certification Agency Certificate fUM R3 C CAC M1 WftWP-ws-- 85 SH W1n (fin) 3).011f EU7492-R3 C CAC MI pVindow*_185 SH Twln (Fln 4) &I f (flangg) 3).pdf 3 of 4 4/ 13/2018, 7:05 AM Florida Building Code Online litlps://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGrVX... fL174 9_jt3 G SAC Ml Wln ows _$ SH Twin (Flange) 4,,pdr Quality Assurance Contract Expiration Date 10/20/2018 i Installation Instructions fU,7499 R3 II08_02547B`7.pjf Verified By: Luis R Lomas PE-62514 Created by Independent Mird Party: Yes Evaluation Reports I fL 2`LQ3 1E 5 3}238-7.pdj Created by Independent Third Party: Yes eadt Noat Con tact-lh :: 2601 bait Stone goad. TailOar£ee fl 32399 Phanc: esQ e-182i The State of fbrlda k an AA/EEO empbyer. Gonydaht 2007-2013 StatesLMrkta, :: P LY tatemenc :: Access iky StM2=nl : • PnIWd Statement Under Florida low, emaa addresses are pubic records. Q you do not want your e-mal address released In response to a public -records request, do not send electronic maa to this entity. Instead, contact the office by phone or by tradtlonal ma(l. Ir you have any questions, please contact 850.487.1395. 'Pursuant to section 4SS.27S(1), Florida Statutes, effective October 1, 2012. licensees licensed under Chapter 4S5, F.S. must provide the Department with an emaa address a they have one. The emalls provided may be used for of ilil communication with the licensee. However emaa addresses are public record. ff you do not wish to supply a personal address, please Provide the Department with an emal address which can be made avalable to the public. To determine C you are a licensee under Chapter 45S, F.S., please click hM product Approval Aedepta: EWEN !,Chcl Credit Card Safe 4 of 4/13/2018, 7:05 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 CPTIONAL 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 01HER 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. S. 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 10 BE 1/4". 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPUCA13LE 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 INTO 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. Rmoks I RN I Dcs:mloN I DAlt I APPR W-D 1 A REVISED ANCHOR SFACING & CHARTS 107/11/18 1 R.L. B REVISED CUSS 1 10/02/17 1 R.L. 15. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #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 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. 113. 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 1VITH Fm=2,ODOPSI MINIMUM. 0. METAL STRUCTURE: STEEL 18GA (.048') FY-33KSI/FU=52KSI OR ALUMINUM 6063-75 FU=30KSI .048" T1iICK MINIMUM I TABLE OF CONTENTS 1 SHEET NO.I DESCRIPTION 1 I NOTES 2 - 3 ELEVATIONS 4 - 10 INSTALLATION D=IAILS 11 COMPONENTS SIGNED: 1211412017 MI DOWS D LLC I ILWESTroM9EDOORE,T650MA It GRATZ. PA 17030-0370 GENSF i11 0 5 c6# = SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" % 72" NON -IMPACT ENOTESTAT OFo•• ` G\ DRArIe oMn ro RN 08--0 2 549 B jS1ONA 11`` Luis R. is NoLomos P.E. 82514 scut DATtNTS 12/29/14 1 OF 11 L ROBERTO LOIA0 RE 1432 WOODFORD RD LEWtSVR.LE, NC 27D23 434-m4m rtlortns lfrAts Aw. 52" MAX FRAME WIDTH I-- 52" MAX FRAME WIDTH — 2" MAX --Fr 16' MAX G.C. 2" MAX 2" MAX 16" MAX O.C. 2" MAX 1 16' MAX G.C. 72' T— MAX RAME HEIGHT ldr- I I 2 16"I iMAX / D.C. 72" T— MAX FRAME HEIGM / X I 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW EXTERIOR NEW DESIGNER EXTERIOR VIEW FLANGE 6 FINLESS INSTALLATION FLANGE 6 FINLESS INSTALLATION SEE CHART /1 FOR SM4LLER UNITS REQUIRED ANCHORS SEE CHART Ai FOR SMALLER UNITS REQUIRED ANCHDRS DESIGN PRESSURE RA71NG IMPACT RATING t60.0PSF NONE NOTES: 1 MAXIMUM SASH SIZE: 51" X 36". 2 MAXIMUM SASH 0L.0.: 47 5/8" X 32 1/2". 3. MAXIMUM FIXED O.L.O.: 49 3/8' X 32 1/2'. HARDWARE SCHEDULE K AT 8" FROM EACH END IMERIOR BALANCE AT JAMBS REVISIONS DEwAdn'Ql a+R APPRLtiED REVISED ANCHOR SPACING & C`UR1S 07/11/16 R.L. REVISED CUSS 10/02/17 R.I. CHART #1 Number of anchor locations required Frame Frame Width In Height 18.00 2400 3000 3400 42.w 48.00 I nw pi Head I Jamb Head Jamb Head Jamb Head Jamb Head Jamb Head Jamb Mead jamb 240D 2 3 3 3 3 3 3 3 4 3 4 3 4 3 3R00 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 4200 2 4 3 4 3 4 3 4 4 4 4 4 4 4 48.00 2 4 3 4 3 4 3 4 4 4 4 4 4 4 54.00 2 5 3 5 3 5 3 5 4 5 4 5 4 5 80.00 2 5 3 5 3 5 3 5 4 5 4 5 4 5 88.00 2 5 3 5 3 5 3 5 4 5 4 5 1 5 7200 2 6 3 6 3 6 3 6 4 6 4 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 DRAWN. 7No. N.G. 08-02549 scar NTS — 12/29/1a 1-2 OF 11 L ROMATOLCUAS RE 1432 WOODFORD RD LE%7SVLLE NC 27023 4N-6w-w9 lav1u OftmWecam SIGNED: 1211412017 GENSF•9i11 o,,61251 •1t A TAT E OF PF •''Z 0R10"' Luis R. Lomas P.E. FL No.: 62514 52- MAX FRAME WIDTH 2" MAX 10' MAX C.C. 10' MAX O.C. 0 LAX AME IGHT dj 4 X 52" mAx FRAME WIDTH 2" MAX 2" MAX I— --{- 10' MAX O.C. 2' MAX 2" / 1] 10" Max O.C. 0 72' MAX FRAME HEIGHT If9 Q 4 4 REVISIONS DCSCRIPIIOR DAii APPM13) REVISED ANCHOR SPACING at CHARTS 07/11/16 R.L. REVISED GLASS 10/02/17 R.L CHART #2 Number of anchor locations required Frame Frame Width In Height on) 18.00 HAS Jamb 24.00 H a S Jamb 30.00 HISS Jamb 36.00 HISS Jamb 42.00 HISS Jamb 4&00 HISS Jamb 2.00 H d S lamb 24.00 3 3 3 3 4 3 5 3 5 3 6 3 6 3 30.00 3 4 3 4 4 4 5 4 5 4M644 36.00 3 5 3 5 4 5 5 5 5 5520D3535455555548.00 3 6 3 6 4 6 5 6 5 66S4.00 3 63 6 4 6 5 8 5 6860003737475757766.00 3 8 3 8 4 8 5 8 5 8872.00 3 8 3 8 4 8 5 8 5 88 i 185 ALUMINUM SINGLE HUNG WINDOW 785 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW EXTERIOR VIEW FIN INSTALLATION FIN INSTALLA77GN SEE CHART 02 FOR SMALLER UNITS REQUIRED ANCHORS SEE CHART 02 FOR SMALLER UNITS REOUIRED ANCHORS DESIGN PRESSURE RATING IMPACT RATING i60.0PSF NONE NOTES: i MAXIMUM SASH SIZE. 51" X 36". 2 MAXIMUM SASH D L.D.: 47 5/8' X 32 1/2". 3. mAXIMUM FIXED D.L.O.. 49 3/8" X 32 1/2" IR 1(2) METAL SWEEP LOCK AT 8• FROM EACH END INTERIOR MEETING RAIL SIGNED: 1211412017 NI WINDOWS AND DOORS, LLC 650MARKET STREET CM1RILL0 9,P%' GRATZ, PA 17030-0370 GEN,pF tk•,1 D„625 *- SERIES 185 ALUMINUM SINGLE IIUNG WINDOW 52" X 7NON-IMPACT E FINELEVATIONS$$TAT OF i'°••' rCOR10Q;• l' 6aArN: ayc No. RE, 08 8 1E G` SjNA1Luis R. Lo.E. mnsP.E. FL No.: nas w sENTS °An 12/29/t 4 srta 39 OF 11 L ROeeRTOLC"ASP.E t132W000F0RDRDLEW N10- M-OW 09 us6wbmmacam REVWDNS 1/2" MIN REV DESCMPTION w APPRQ'ED EDGE DISTANCE RLVISED ANf.MOR SPACING d: LMARIS R.L WOOD FRAMING PSHIM D RMSED GLASS R.L. OR 2X BUCK 11 BY OTHERS 1 1/4- MIN EMBEDMENT BACKER ROD MAX JdoAPPROVED PACESEALANT 1 MIN. II III ` #10 WOOD SCREW EMBBEDED MENT I 1/2' INTERIOR MIN EDGE DiSIANCCEE 110 WOOiDJ / iSCREW WOOD FRAMING J/ GR 2X BUCK EXTERIOR BY OTHERS BACKER ROD APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS VERTICAL CROSS SECTION SILL TO BE SET IN A BED OF APPROVED STRUCTURAL SEALANT 1/4- MAX. SMIM SPACE WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES, BYOTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOWT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE W7THASTM E2112 1/4- MAX. SHIM SPACE INTERIOR BACKER ROD APPROVED EXTERIOR SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 12/14l2017 MI WINDOWS D LLC TRESETSTREET650WESTMAT J\511 1I GRATZ, PA 17030-0370 v GENB. & 0,.88 22 OF-44,Z SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON -IMPACT o,((qy( FLANGE INSTALLATION DETAILS ADO•TAT i 1Ss ...... m+Tm. DbG No. aB08-02549 11111110 Luis R. Lomos P.E. FL No.: 62514 5ME NTS DALE 12/29/14 S"EEs4 OF 11 L ROBER101.0144SPE vI4%VWR=RDL_cMVfUENC2,`= 434.m4 09 Aamu@I r Oom METAL STRUCTURE BY OTHERS APPROVED SEALANT 1 /2" MIN EDGE DISTANCE 1/4* MAX. SHIM SPACE I I La1 ` /10 SMS OR SELF DRILLING SCREW INTERIOR J EXTERIOR REV1503 DE5:1EG1l0N DATC rrRc rD REVISED ANCHOR SPACING N CHAQTS 07/11/16 R.! REVISED GLASS i 10/02/17 1 R.L. I 1/4" MAX SHIM SPACE 110 SMS OR INTERIORSELFDRILLING SCREWS MIN. EDGE DISTANCE T EXTERIOR METAL STRUCTURE BACKER RODBYOTHERSAPPROVED SEALANT JAMS INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SILL TO BE SET IN A BED OF APPROVED STRUCTURAL BACKER ROD SEALANT APPROVED SEALANT 1/4- MAX. SHIM SPACE METAL SIGNED. 1211412017 STRUCTURE BY OTHERS MI WINDOWS AND DOORS, LLC lulllllly, 650 SSTREETT MARKETrJ\GE GRATZ,PA 17030 0370 St 9iP VERTICAL CROSSSECTIONMETALSTRUCTURE INSTALLATION SERIES 185 ALUMINUM SINGLE HUNG WINDOW 0 5 +=_ 52" X 72" NON—IMPACT j(,6 2 FLANGE INSTALLATION DETAILS 0; STATE Of 0nc 1. 0 R!V i,,'ss `• O• R`O 1. INTERIORANDEXTERIORFINISHES, BY OTHERS, 09s c559 B NOT SHOWN FORCLAR?1c 2.. ERIMETERAND JOINTS_c AL ANT BYOTHERS TO B_ NTS 12/29/14 OF 11 0NA1\l\ DESIGNED IN ACCORDANCE WITH ASTM E2112 4 ROHERTOLOAUSP.E Luis R. Lomas P.E. 14" KWDFORD RD LEK7SVNA NO 270M FL No.: 62514 u4w46tm am 2 1/2' MIN. EDGE DISTANCE CONCRETE/MASONRY BY OTHERS ° n a 1 1/°" MIN. OPTIONAL 1X BUCK EMBEDMENT SEE NOTES 3 - 7 SHEET 1 I i 1/4' MAX. j BACKER ROD SHIM SPACE do APPROVED SEALANT 3/16" TAPCON 1 1/4" MIN. EMBEDMENT CONCRETE/MASONRY BY OTHERS F- v 3/ 16' TAPCON 1 • i .v o • 2 1/2" MIN. EDGE v DISTANCE T1L sroNs O Wf4PTIDN as I Avraam REVISED ANChCR SPACING do ChARTS 07/11/16 I R.L. REVISED CLASS 10/02/17 R.L. 1/°" MAX. SHIM SPACE INTERIOR BACKER Roo EXTERIOR dr APPROVED OPTIONAL 1X BUCK J SEALANT SEE NOTES 3 - 7 SHEET 1 JAMB INSTALLATION DETAIL CONCRETE•MASONRY INSTALLAn0N SILL TO BE SET IV A BID OF NOTES. 1.INTER017ANDEXTERIOR FINISHES,BYOTHERS, BACKER ROD APPROVED NOT SHOMW FOR CLARfTY. APPROVED STRUCTURAL 2. PERIMETER AND JOWTSEALANT BYOTNERSTOBE SEALANT SEALANT DESIGNED INACCOROANCE MTNASTM E2112 SIGNED: 1211412017 OPTIONAL 1X BUCK 1/4' MAX. MI WINDOWS AND DOORS LLC SEE NOTESHEET 1 SHIM SPACE 650 WEST MARKET STREEIT\\\\\5 R.Ito41/i GRATZ, PA 17030-0370 ter •\GENS 9p CONCRETE/MASONRY SERIES 185 ALUMINUM SINGLE HUNG WINDOW 0 5 BY OTHERS 52" X 72" NON -IMPACT AAfd FLANGE INSTALLATIONDETAILSOF ; tvZ 4.. • ° e •° DNAMN: owc No. 08-02549 IIEv B O" t`• LOR10P• : i,S, S•OMAj1 C;\ sar• OAIE a 6 OF 11 NT5 12/29 VERTICAL CROSS SECTION R L IOWRDLuisR. Lomas P.E. CONCRETE4llASONRYlNSTALLATICN LEKISSP.E 11J?44910 RDROLES* ftIbL.AC9M FL No.: 6251A 3bEd}p9 ma ulTVluspenm 1/2' MIN EDGE DISTANCE WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD w \ /4„L>Ax& APPAL NT \S'H1M SPACESEALANT BACKER ROD APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS 910 WOOD SCREW SILL TO BE SET IN A BED OF APPROVED STRUCTURAL SEALANT 1 /c' MAX. SHIM SPACE r VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLA77ON NOTES: 1. Uri ERIOR AND EXTERIOR FINISHES, BY OTHERS NOT SHOWN FOR CLARITY 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE MTH AS TM E2112 RENac s OEse"MON I MSE I -PPPWW REVISED ANCHOR SPACING do CHARTS 107/11/16 R.L. REVISED CLASS 10/02/17 RL. 1 1/4' MIN 1/4' MAX. EMBEDMENT SHIM SPACE I 1/2' EMIN INTERIOR DGE DISTANCE 110 1V0OD SCREW WOOD FRAMING EXTERIOR OR 2X BUCK BY OTHERS BACKER ROD APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: IV1412017 NI WINDOWS AND DOORS, I ILOSWESTMARKETET51it G E IV 'ql, GRAT2, PA 17030-0370 p' D„6^S *= SERIES 1135 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON —IMPACT FINLESS INSTALLATION DETAILS i iS ORIOG\\ OiLtMN. Orc No08-02549 eB 7/j IIS:" DA E NTS 12/29/14 7 OF 11 I10 Luis R. Lomas P.E. FL No.: 62514 L ROBEATOLOLAS P.E 14V W0G RD RD LEWISVILLE. NC 270M METAL STRUCTURE BY 07HERS APPROVED SEALANT 1/2* MIN EDGE DISTANCE 1/4- MAX. SHIM SPACE REMMUS D'Saewtom M1EI -PCRCVM REVISED ANCnOR SPACING do C14RTS 07/11/18 1 R.L REVISED CLASS 10/02/17 1RL. 1/ 4' MAX. SHIM SPACE IS OR I SELFDP.ILLIYC 110 SMS OR SCREW SELF DRILLING INTERIOR R SCREWS SILL 70 BE SET IN A BED OF APPROVED STRUCTURAL BACKER ROD dl APPROVED SEALANT SEALANT 1/ 4- MAX I- SHIM SPACE STRUCTURE BY OTHERS VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISNES. BY OTHERS, NOT SHOWN FOR CLARITY 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1/ 2" MIN. EDGE DISTANCE 1 EXTERIOR METAL BACKER ROD STRUCTURE k APPROVED BY OTHERS SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 1211412017 MI WIN6soDOW DOOR DOORS, LLC kIl I IL T MARKET0 5 lk 041 i GRATZ, PA 17030-0370 ter •*\CEN4:9s i 0, 451 *= SERIES185ALUMINUMSINGLEHUNGWINDOW52" X 72" NON -IMPACT FINLESS INSTALLATION DETAILS D • $$TAT OF 0wx: a PWti No. REV 0859 B Soll^ 111NTS Luis R. Lomos P.E. FL No.: 62514 Brut > 1//ttig11 LR48ERT0LCM4SPF. 14V WCCDroRD RD LEMVILL.E. NC 27W3 2 i/2' MIN. EDGE DISTANCE CONCRETE/MASONRY T BY OTHERS o JA a • / OPTIONAL 1X SUCK MBEDMMNT SEE NOTES 3 — 7 SHEET 1 11 1/4' MAX. BACKER ROD SHIM SPACE k APPROVED SEALANT 3/16' TAPCON 1 1/4' MIN EMBEDMENT CONCRETE/MASONRY BY OTHERS 3/16' TAPCON 2 1/2" MIN. EDGE DISTANCE I I i PIV6Wns DESCRIPION I -E --D REVISED AMC14OR SPA:ING k C4ARTS 07/11/16 P, L RDASED CLASS f0/02/17 R.L. OPTIONAL 1X BUCK SEE NOTES 3 — 7 SHEET 1 1/4' MO, SHIM SPACE INTERIOR EXTERIOR BACKER ROD APPROVED SEALANT JAMB INSTALLATION DETAIL CONCRET&MASONRY INSTALLAT IO N r SILL TO BE SET BACKER ROD IN A BED OF APPROVED NOTES: B APPROVED STRUCTURAL I. INTERIOR AND EXTERIOR FINISHES,SYOTHERS, SEALANT SEALANT NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE OPTIONAL 1X BUCK IT 1/4• MAX. DESIGNED IN ACCORDANCE WITHASTME2J12 SEE NOTE 3 — 7 SHIM SPACE SIGNED: 7211412017 SHEET 1 MI WIN6soDWWS DEDOOREET LLCLIO i i CONCRETE/MASONRY EST MN 98+" 4Y OTHERS A y GRATZ, PA 17030-0370 v •'GEN,S' SERIES i85 ALUMINUM SINGLE HUNG WINDOW 52' X 72* NON —IMPACT o,,fi125 +R= 4r a , , FINLESS INSTALLATION DETAILS TM OF a1 a eS'RIO• oRe KD. REV N.G. 08-02549 VERTICAL CROSS SECTION SCAu o.rNTS 12/29/14 sKz 9 OF 11CONCRETEAWASONRYINSTALLATILW L. ROBERTO LCtW P.E l4wWOODFORDRDLEKIML,AC27= Luis R. Lomos P.E. FL No.: os 43W-M-0609 scam APPROVED SEALANT BEHIND FIN i 7/16' MIN EDGE DISTANCE INTERIOR I I EXTERIOR / 7/16' MIN EDGE DISTANCE APPROVED SEALANT BEHIND FIN 1 1/4" MIN. EMBEDMENT WOOD FRAMING BY OTHERS 1/4' MAX Srllu SPACE 8 WOOD SCREW LMDLUMLN1 VERTICAL CROSS SECTION WOOD FRAMING OR 2X SLICK INS TALAPON WOOD FRAMING BY OTHERS 1 I/4' I MIN. EMBEDMENT T— APPROVED SELLANT BEHIND FIN 7/15' MIN EDGE DISTANCE m1wvs REV OESGWPTiON DATE APPROVED A REVISED ANCHOR SPACING lA GtiARTS 07/11/16 RL B REVISED GLASS 10/02/17 IRL 1/4' MAXI1— SHIM SPACE 8 WOOD SCREW INTERIOR EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION NOTES., 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, 1 /4" MAX NOT SHOWN FOR CLARITY. SHIL1 SPACE 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET WOOD GRATZ, PA 17030-0370 FRAMING BY OTHERS SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON —IMPACT FIN INSTALLATION DETAILS DRAAM 7N0. N.G. 08-02549 SC&C NTS I D"' 12/29/14 WE' 10 OF 11 L ROBERTO LCUAS P.E I49? WOODFORD RD LENVSVUE NC 2= 434. 6El-OW9 abmn@ brawmm SIGNED. 1211412017 0 11 ENSF9` P Luis R. Lomas P.E. FL No.: 62514 2 3/16" 13/16" FLANGE FRAME HEAD CM-t85Dt ALUMINUM AW-T5.050' THICK 2 5/16' -•I I J_ FLANGE FRAME SILL CM-18502 ALUMINUM 6063-T3.055' THICK 1 3I/ 4' J LOCK RAIL/STILE CM-18505 ALUMINUM 6063-T5.062' THICK i" GLAZING BEAD CM-18535 RIGID PVC .AW THICK rr 2 3/16 1 FLANGE FRAME JAMB CM-18503 ALUMINUM &W-TS .050' THICK FINLESS FRAME SILL CM-16S54 ALUMINUM6063-TS 055'THICK I 1 7/16- FFLf25/16" L SASH BOTTOM RAIL CM -law ALUMINUM 6063-75.050' THICK 1 3/8' i 15/16' SASH STILE CM-18507 ALUMINUM 6063.75.0501 THICK 2 3/16• -{ I 1 5/16' 1 FINLESS FRAME HEAD CM-1B553 ALUMINUM 6063-75.050' THICK 2 3/16• II' FINLESS FRAME JAMB CM-18513 ALUMINUM 6063-T5.050• THICK 2 5/16' I 2 3/16' 3 J/4" 2 5/16" L_ Ll FIN FRAME SILL FIN FRAME HEAD CM-18509 CM-18508 ALUMINUMMO-T5.055'THICK ALUMlNUM6M-T5.050'THICK 2 3/8' 2 3/16' 2" 1 MEETING RAIL FIN FRAME JAMB CM-18504 CM-18510 ALUMINUM6063-T5.0S5'THICK ALUMINUM6063-TS.awTHICK REVWONS OESCMMON DAIS APPROVM REI9SED ANCHOR SPACING S CHARIS 07/1L/16 R.L. R-_19SED CLASS 10/02/17 R L. 5/8' 1/8" ANN 1/S" .ANN. I I 1/8" ANN. 090 PVB BY KURARAY METAL REINFORCED BUTYL SPACER EXTERIOR I INTERIOR 1/2" BIT_ r SIUCONE I SEALANT SET-TING BLOCK GLAZING DETAIL MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRAT2, PA 17030-0370 SERIES 1B5 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON -IMPACT COMPONENTS DRAWN: Dwo No. N.G. 08-02549 SOLE N75 I DATE 12/29/Id I SIIEEE 11 OF 11 L. Ro8ERTO LOMS AE AV MCODFORD RD Ltxuvl.LE AC 2,0Z 49/489-06109 e.mm SIGNED. 7211412017 0 o 5 * = AE OF NAL Luis R. Lomas P.E. FL No.: 62514 Florida Building Code Online https://www.noridabuilding.oig/l)r/pr app_dtl.aspx?paraiii=wGEVX... 1 Professional -Business & Aegulation rIR, m SCIS dome I Log in , user Registration i Mot TOPICS I Submit Surcharge I Stats a Facts Publkatbns , F8C Stan I SCIS Ste Map I Links I Search I doFIonda r Product Approval USER: Public User RCdYCl.epg@YOLLiHnu > P trducl ur ApOt1711blLSS01LI1 > ADWK^hULI tt > Apportion Dot.R FL # FL15349-R10 Application Type 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)36S-3300 Ext2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@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/I.S. 2/A440 Method 1 Option A Year 2011 2008 I of 3 4/13/201 R, 7:21 AM Florida Building Code Online https://www. floridabu ild ing.org/pr/pr_app_dti.aspx?param=wGEVX... Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products —_ - Model, Number or NameFL # 1 15349.1 ., - 185 PW-- Limits of use •---------- — Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +60/-60 Other: CW-PG60 15349.2 185 PW Limits of Use -- T Y- Approved for use In HVHZ: No Approved for use outside HVHZ: Yes I Impact Resistant: No I Design Pressure: +SS/-55 Other: R-PG55 15349.3 ! 185 PW Impact 03/26/2018 03/26/2018 03/27/2018 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 O, 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 S/8" glass bite. Description 73 x 72 Insulated Glass Certification Agency Certificate FLI5349 RIO C CAC APC 12786,12787.pdf Quality Assurance Contract Expiration Date 04/03/2023 Installation Instructions FLI5349 RlO II 08_02357B.pdf Verified By: Luis R. Lomas, PE 62514 Created by Independent Third Party: Yes Evaluation Reports FLI5349 R10_AE S131248.odf Created by Independent Third Party: Yes I 159 x 54 Triple CHS Insulated Glass Certification Agency Certificate I FLI5349 R10 C CAC APC 15350.p8f I Quality Assurance Contract Expiration Date 01/24/2021 Installation Instructions F1LI5349 R10_IL 08-02949.odf Verified By: Luis R. Lomas, PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL1534RIO AE 513783.odf J. CreatedbyIndependent Third Party: Yes 15349.4 18S PW Impact Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: + 55/-SS Other: FW- R55, Missile Level D, Wind Zone 3. Glass consisted of 1/8" annealed exterior - spacer - 3/32" annealed 0.090 Solutla PVB / 3/32" annealed. Glass was bedded in Pecora 896 silicone with 5/8" glass bite. I--l- 5349.5 --- - -- - i 185 PW Impact Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: + 55/-SS Other: FW- LC55, Missile Level D, Wind Zone 3. Glass consisted of 5/32" annealed exterior - spacer - 5/32" annealed / 0. 100 Solutia Safex HP / 5/32" annealed. Glass was bedded in Pecora 696 silicone with 5/8" glass bite. 72 x 72 Insulated Laminated Glass Certification Agency Certificate - - -- — FL1S349 R10 CA PC 1 4 4 gof Quality Assurance Contract Expiration Date 06/25/2021 Installation Instructions FLI5349 RIO 11 08-02948.pdf Verified By: Luis R. Lomas, PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL153 . 2 R10 AE 513782.odf Created by Independent Third Party: Yes 159 x 54 Triple CHS Insulated Laminated Glass Certification Agency Certificate FLI 5349 R10 C CAC APC 8272.odf FLI5349 R30 C CAC-APC 273.pclf Quality Assurance Contract Expiration Date 01/24/2021 Installation Instructions FLIS349_ RIO 1I 08-016148.pdj Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FLI5349 R10 AF_ 5122788.Q_df Created by Independent Third Party: Yes 96 x 60 Insulated Laminated Glass Certification Agency Certificate FLIS349 RIO C CAC APC 7962.p_df Quality Assurance Contract Expiration Date 12/05/2020 Installation Instructions FLI5349 RIO 11 OQ=Q3§138 p_df 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 lding.org/pr/pr_app_dtl.aspx?param=wG EVX... FL15349 R10 AE 5;Z%778,Pdf Created by Independent Third Party: Yes sack neat Contact W :: ZkU-89i rJStone Road. Ullahassee Ft-32399 Phone: 850.487-1.824 The State of Fbnda is an AA/EEO employer. Copyright 2007.2013 State of Fbriaa.:: P&AQ S3AtU RI; :: 6g;2ssb9ty StatemeM :: Refund Statement Under Florida low, emal addresses are public records. If you do not want your e-mal address released in response to a pubis -records request, do not send electronic me# to this entity. Instead, contact the offlce by phone or by traditional ma6 ff you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an emal address f they have one. The emals provided may be used for o81c61 communication with the licensee. However emall addresses are public record. 9 you do not wish to supply a personal address, please provUe the Department wan an emal address whch can be made avalable to the public. To determine If you are a licensee under Chapter 455, F.S., please cick pis,. Product Approval Aoaopts: 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. IX 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 IX 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. B. 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. I3M90NS Uscfo m MiE APPRWm REVISED INSTALLATION DETAILS Jos/Ot/15 R.L REUSED NAME AND ADDRESS 1 10/27/16 1 R.L. 15. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLA71ON 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 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,ODO PSI. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM. D. METAL STRUCTURE: STEEL 18GA (.048") FY-33KSI/FU=52KSI OR ALUMINUM 6063—T5 FU=30KS1 .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. TABLE OF CONTENTS DESCRIPTION 1 I NOTES 2 — 3 1 ELEVATIONS. CHARTS AND GLAZING DETAILS 4 — 12 1INSTALLATION DETAILS SIGNED: 1111542016 MI WINDOWS AND DOORS, LLC MIIilj111, 650 W. MARKET ST. 0 J\? It0'119GRATi, Pa 17030•d+% l 0 51SERIES185ALUMINUMFIXEDWINDOW 73" X 72" NON—IMPACTC+f c02` NOTES D • STATE Of O'4L•d' DI0WW 0" No RLv OB B OIL11Ll0?``\ Luis R. Lomas P.E. FL No.: 62514 t NTS o`'r 09/03/14 5e°F' 17 OF 12 L ROBERTO LQIAS RE MW WOODFORD RD LE117SVXLE. NC 27D29 434.838 D9 .mn 72 1/2' MAX FRAME WIDTH 6' MAX 18' MAX O.C. 6' MAX 00 I 18" MAX Q.C. 71 1/2' MAX FRAME HEIGHT REFER TO CHARTS SERIES 185 ALUMINUM FIXED WINDOW AI & d2 EXTERIOR VIEW FOR NUMBER OF ANCHORS REQUIRED 72 1/2' MAX FRAME WIDTH 6' MAX 18' MAX O.C. 6" MAX I 6'I00 71 1/2' t8" MAX FRAME MAX O.C. HEIGHT REFER TO CHARTS SERIES 185 ALUMINUM FIXED DESIGNER WINDOW t & 12 FOR NUMBER OF EX7EAIORVIEW ANCHORS REQUIRED DESIGN PRESSURE AA 77NG IMPACT RATING 60.OPSF NONE r NOTES: 1. MAXG4VMO.LO.: 69314'X66344' FXVISI HS REV DFSMWTIDN DATE APPIIOIF'D A REVISED INSTALLATION DETAILS 06/01/15 R.L. B REVISED NAME AND ADDRESS 10/27/18 ILL CHART at Number of anchors required (*phut dgld Nllany Frame Prams width 11n1 WtIgM 2400 20.00 1 21.00 42.00 4aae 5400 AO.OD am 7250 IM) HAS mb HAS mb HAS Jamb HAS mb HAS mD HAS mb HAS mb HAS m0 HIS$ ma 2400 2 2 2 2 3 2 3 2 3 2 4 2 4 2 4 2 5 2 2a00 2 2 2 2 3 2 3 2 3 2 4 2 4 2 4 2 5 2 X00 2 3 2 3 3 3 3 3 3 3 4 3 4 3 5 3 S 3 42.00 2 3 2 3 3 3 3 3 3 3 4 1 5 3 5 e 3 48.00 2 3 2 3 3 3 3 3 3 3 4 3 5 3 e I e 3 34.00 2 4 2 4 3 4 3 A 3 4 1 4 5 4 A 1 7 A0.00 2 2 4 1 s s 4 A100 2 4 2 4 5 3 5 3 e 4 ts e A25353e3e7BT77 W.M.iTsl Number o/ anchors required (with rigid 611ers) Fram• Fran width Height 24.00 30.00 34.00 4100 4A00 54.00 Aa00 Asia TLSD on) HAS mb HAS ma HAS mb HAS mb HAS jamb HISS mb HAS mb HAS mb HAS mb 2A00 2 2 2 2 3 2 3 2 3 2 4 2 4 2 A 2 5 2 00 2 2 2 2 3 2 3 1 2 3 2 4 2 4 2 2 5 2 2A.00 2 3 2 3 3 3 3 3 3 3 4 3 4 3 4 3 5 3 4200 2 3 2 3 3 3 3 3 3 3 4 3 4 3 4 3 5 1 48.00 2 3 2 3 3 3 3 3 3 1 4 3 4 3 4 3 5 3 00 2 2 4 3 4 3 4 3 4 4 A 4 4 4 A 5 4 110.00 2 4 2 3 3 3 4 4 4 4 4 4 A 5 4 AA.00 2 4 2 4 3 4 3 3 a 4 4 4 4 5 4 71.60 2 S 2 S 5 3 5 3 S 4 5 4 5 4 5 5 5 SEE SHEETS 4.7 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 FLANGE & FINLESS ELEVATION & CHARTS DPAV*. owc NO. J.L. 1 08-02357 s NTS — 09/03/14 1-2 OF 12 L ROBERTO L06US AL 14321VOODFORO RD LEMSVILLI; MC 2700 4]4-60e-0609 r0maSS661mamo m SIGNED: 11/15/Y016 It IL 0/7j i N ENSt.9iP pTA7POF; 4 0R1OP Cat, S/014A"a` Luis R. Lomas P.E. FL No.: 62514 71 I FI HI 6' MAX 1 72 1/2- MAX FRAME WIDTH I18' MAX O.C. 6- MAX I L t8' MAX O.C. 1/2' LAX AME IGHT 6' MAX REFER TO CHART 13 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 j j 18" MAX O.C. 71 1/2' MAX FRAME HEIGHT REFER TO CHART #3 FOR NUMBER OF SERIES 185 ALUMINUM FIXED DESIGNER WINDOW ANCHORS REOUIRED EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING t60.0PSF NONE NOTES, 1. AIAXIMUMD.LO.: 69Y4'XS830' REVISMS Kv cesoMpraN DATE I APPROVED A REVISED WSTALLATION DETAILS 06/01/15 R. REVISED tWLE AND ADDRESS 10/27/16 R.L. CHARTN3 Number of anchors feguited Mn Installation) Frona FSMew thtin) 1YiarN t4.00 1 $0.00 saw 41A0 Y.00 too 00.00 00.00 72.50 II0 HAS Pambi HAS rob HAS Jamb HAS Omb HAS J&Mb HAS Jamb HAS Jamb HAS amb HAS Jamb 24" 3 1 3 1 ! 1 S 3 3 4 3 3 4 3 S S 5 1 0 3 t0. 00 3 3 3 3 3 3 4 3 4 3 4 3 5 3 5 J 0 3 SAW 1 3 3 3 3 3 4 3 3 4 3 5 5 6 J 4200 3 4 3 4 3 4 4 4 4 4 4 4 5 4 S 4 0 4 40. 00 3 4 3 4 3 4 4 4 4 4 4 4 5 4 5 4 0 4 S•. 00 3 3 4 3 4 4 4 4 4 4 S 4 5 4 0 O& W 3 5 3 5 3 5 4 5 4 5 4 S 5 5 S 6 5 OO. OD 3 5 J S S 5 4 5 4 S 5 S S S 6 S 71. 50 1 6 3 1 0 1 1 6 4 6 4 6 4 0 5 6 1 5 1 a 6 0 SEE SHEET 8 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 DRAWN. DWa NO. J. L. 1 08-02357 seat NTS a1>E 09/03/14 1 SKM 3 OF 12 L R011ERT0 LEXA.IS RE 1432 WDODPORD RD LE167StilLLE. NC 27023 434dM- 0609 8hmfa.0om SIGNED: 1111512016 51R II CEEN. 9 ,rP STATE OF ; 245'Jz e s ONAO aG i: Luis R. Lomas P.E. FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD APPROVED SEALANT EXTERIOR 1/2' MIN. EDGE DISTANCE 1 1/4' MIN. 1 EMBEDMENT 1/4" MAX. J SHIM SPACE 110 WOOD SCREW 10 WOOD SCREW BACKER ROD RIGID FILLER APPRCVED 1/4" MAX SEALANT I r SHIM SPACE WOOD FRAMING 11 1 1/4- MIN OR 2X BUCK EMBEDMENTBYOTHERS 1 /2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4" MIN. 1/4' MAX. EMBEDMENt SHIM SPACEF T- 1/2• MIN. EDGE DISTANCE I INTERIOR 11D WOOD SCREW / WOOD FRAMING J EXTERIOR OR 2X BUCK BY OTHERS BACKER ROD APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE BY OTHERS BACKER ROD k APPROVED SEALANT EXTERIOR BACKER ROD — dL APPROVED SEALANT METAL STRUCTURE BY OTHERS 3/4' MIN. EDGE DISTANCE 3/4' MIN EDGE DISTANCE 1/4' MAX. SHIM SPACE r i0 SMS OR S°LF DRILLING SCREW INTERIOR Ji0 SMS OR SELF DRILLING SCREW RIGID FILLER 1/4" MAX. r SHIM SPACE I IF Ih- 3/4" MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTUREINSTALLATICN I/+" MAX. SHIM SPACE INTERIOR 10 SMS ORJF. SELF DRILLINGSCREWS JMETALEXTERIOR STRUCTURE ROD BY OTHERS & APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION REVISION% tEv I OESCRipnou DATE AVPROKD A REVISED INSIALLATICN DETAILS 06/01/15 R.L. B REVISED NAME AND ADDRESS 10/27/16 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 AS7M E2712 SIGNED. 1111512016 MI WINDOWS AND DOORS, LLC 1u1111rI/I,, R• L p4f /_1650W. MARKET ST. GRATZ. PA 17030 e v •GENSFgJ' 0 5a1* lSERIES185ALUMINUMFIXEDWINDOW 73" X 72" NON -IMPACT FINLESS INSTALLATION DETAILS WITHOUT FILLERS TAT OF a EpO•• i'PFS; :cL 000" G\ o"Tw a c No J.L. 08-0,2235i B ii,9 ONA`1 Luis R. Lomos P.E. FL No.: 62514 eA1EScatNTS 09/03/14 4 OF 12 L. ROSERTO LOMAS PE 1a72 WOODFORD RD LEiMSVO.LE NC 270" 4,34- t-0009 AaT 1.Com RErarors REV DESCRmRD4 DATE APPROVED 2 1/2" MIN. A REVISED INSiA.LAT10N DETAILS 06/D1/is R.E. EDGE DISTANCE I 8 REVISED NAME AND ADDRESS 10/27/16 R L CONCRETE/MASONRY BY OTHERS I 1 1/4" MIN. 1 1/4' MIN. EMBEDMENT OPTIONAL X BUCK1 EMBEDMENTSEENOTES ] - 7 SHEET 1 o CONCRETE/MASONRY BACKER ROD 1/4" MAX. OTHERS 1/4' MAX. k APPROVED SHIM SPACE SHIIA SPACE SEALANT OPTIONAL 1X BUCK o SEE NOTES 3 - 7 SHEET 1 3/16" TAPCON a EXTERIOR INTERIOR 3/16" TAPCON INTERIOR 3/ 16' TAPCON BACKER ROD APPROVED SEALANT 1/4' MAX. 2 1/2' OPTIONAL 1X BUCK r SHIM SPACE MIN. SEE NOTE 3 - 7 t EDGE SHEET 1 DISTANCE EXTERIOR CONCRETE/MASONRY i BACKER ROD D6YOTHERS311/4' MIN. SEALANt A. EMBEDMENT d, • IAMB INSTALLATION DETAIL c' c CONCRETEVASONRYINSTALLAT70N 2 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION SIGNED: 11/15/2016 MI WINDOWS AND DOORS, LLC++++11IIluu, 650 W. MARKET ST. GRATZ. PA 17030 vJ\?\cENsMy% NOTES* SERIES 185 ALUMINUM FIXED WINDOW 51.INTERIORANDEXTERIORFINISHES,BY0THERS, 73" X 72" NON -IMPACT MTANOTS.HOWNFORCLARRY FINLESS INSTALLATION DETAILS WITHUT FILLERS DOF 14l2PERIMETERANDJOINTSEALANT8YOTHERSTOBEQ . DESIGNED IN ACCORDANCE WITHASTME2T12 DRAWN. 08-02357 REV B LENTS an 09/03/14 SNm5 OF 12 L. R08FR70 LLM4S P.E Luis R. Lomos P.E. 1412w00Dr-RDRDLEWIMVRLENC27= FL No.: 62514434-6e8o609 laxamp wmwe can 1/2' MIN. EDGE DISTANCE WOOD FRAMING 1 1/4" MIN. OR 2X BUCK r EMBEDMENT BY OTHERS 7rvls;o:x REV o[scolpn0N otlE APPRmo mot_ 3/4" MIN A 4ENSED UISTALLAmm ORat S OS/01/15 R.L METAL r I EDGE DISTANCE 1 9 REVISED NAmE %ND ADORESS 10/27/16 R.L. STRUCTURE IBYOTHERS 1/a_ MAN IB r SHIM SPACE T MAX. j BACKER ROD I SMMySPACE BACKER ROD k APPROVED Ac APPROVES rl RIGID FILLER SEALANT RIGID FILLER SEALANT d10 WOOD SCREW SEL SMS OR SELF DRILLING SCREW EXTERIOR INTERIOR EXTERIOR INTERIOR JJ10 SMS OR 10 tiY00D SCREW SELF DRILLING SCREW RIGID FILLER BACKER ROD RIGID FILLER9ACK_R ft00 8 APPROVED 1/4" MAC APPROVED SEALANT SHIM SPACE SEALANT 1/4' MAX. SHIM SPACE WOOD FRAMING -TTI METAL 1 NOTES. MN - OR 2X BUCK EMBEDMENT STRUCTURE I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, BY OTHERS BY OikERS NOT SHONPIFOR CLARITY. 3/ 4' MIN 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE 1 / 2" MIN. EDGE DISTANCE DESIGNED IN ACCORDANCE WITH ASTM E2712 EDGE DISTANCE VERTICAL CROSS SECTION VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION WOOD FRAMING OR 2X SUCK INSTALLATION 1 1/4" MIN. 1./4' MAX. EMBEDMENT r SHIM SPACE T— I RIGID FILLER 1E MIN GE / EDGEDISTANCE INTERIOR i10 WOOD 1 SCREW WOOD FRAMING J EXTERIOR OR 2X BUCK BACKER ROD BYOTHERSAPPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 1/ 4" MAX. SHIM SPACE 1FI RIGID FILLER 3AN EDGEEDDISTTANCEI INTERIOR ID SMS OR SELF DRILLING SCREWS METAL EXTERIOR STRUCTURE BACKER ROD BY OTHERS APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ, PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT FINLESS INSTALLATION DETAILS WITH RIGID FILLERS oRA.W: 7140. REV J.L. 08-02357 B Sm! NTS I "I 09/03/ 14 JSVM6 OF 12 L RCOERTO LOk4S RE I492 WOOOFORO RO LEWSVMLF- NC 27M 4J ,6W- 09 Awrusg0b aAw 4dm SIGNED: 11/ 15/2016 J\S G tc 0 61 EO;•7D*= O[OR10P•' ass/ONAL 0111111 %0" I Luis R. Lomas P.E. FL No.: 62514 REv61DYS REv DESCR1PI0n DOTE A -PROVED 2 i/2" MIN. A REVISED INSTALLATION DETAILS 06/01/15 R.E. EDGE DISTANCE 9 REVISED KWE AND ADDRESS 10/27/16 RL ONCRETE/MMSONRY BY OTHERS I 4 1 1/4" MIN OPTIONAL t X BUCK 1 1/4" MIN. u EMBEDMENT SEE NOTES 3 — 7 EMBEDMENT SHEET 1 1Ell t CONCRETE/MASONRYTE/MASONRY 0 BACKER R00 1/4• MAX, J BY OTHERS 1/4" MAX. APPROVED SHIM SPACE SHIM SPACE SEALANT OPTIONAL IX BUCK tvRIGIDFILLERSEENOTES3 - 7 SHEET 1 RIGID FILLER 3/i6" TAPCON EXTERIOR INTERIOR 3/16- TAPCON INTERIOR 3/16" TAPCON BACKER ROD APPROVED RIGID FILLEP, SEALANT 1/4" MAX. 2 1/2 INOPTIONAL1XBUCKSHIMSPACEMIN, SEE NOTE 3 - 7 EDGE v SHEET L DISTANCE EXTERIOR CONCRETE/M.ASCNRY BACKER ROD EY OTHERSAPPROVEDn11/4" MIN. SEALANT EMBEDMENT a• JAMB INSTALLATION DETAIL I' CONCRETbMASONRYINSTALLATION 2 i/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRE1FIAMSONRY INSTALLATION SIGNED: 111152016 MI WINDOWS AND DOORS, LLC L 0 W. MARKET ST. 0Sj1R -1 p GRATZ, PA 17030 GENS 98+' NOTES., 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, SERIES 185 ALUMINUM FIXED WINDOW NOTSNOWNFORCLARlTY 73" X 72" NON -IMPACT roPERIMETERANDJOINTSEALANTBYOTHERSTOBEDESIGNED IN ACCORDANCE YMNASTM E2112 cINLESS INSTALLATION DETAILS WITH RIGID FILLERS rcc2 DTAToRanrr avc No. cLv iO . HOC I0Q' • ORO8- 02 57 B iF suE arENTS 09/03/14 7 OF 12 L ROIRERTO LOMAS P.E. Luis R. Lomas P.E. 14w WOODFORD RD LEWSVXLE. NC 27= FL No.: 62514 4N-M, O os Ift" p.c m 1/2' MIN. EDGE DISTANCE WOOD FRAMING I 1 1/4- MIN. OR CK r EMBEDMENT BY OTHERS I r 1 r 1/A- MAX, BACKER ROD 3c APPROVED SEALANT BEHIND FLANGE SHIM SPACE f10 WOOD SCREW EXTERIOR INTERIOR 110 WOOD SCREW RIGID FILLER BACKER ROD & APPROVED SEALANT 1/4' MAX. BEHIND FLANGE SHIM SPACE WOOD FRAMING 1 1/4- MIN OR 2X DUCK EMBEDMENTBYOTHERS 1/2- MIN EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BULK MTALLA770M METAL STRUCTURE BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE I -- 3/4-„MIN, 1/4- MAX. SHIM SPACE 10 SMS OR ELF DRILLING REV/ EXTERIOR INTERIOR J I O SMS OR SELF DRILLING SCREW BACKER ROD & RIGID FILLER APPROVED SEALANT BEHIND FLANGE 1/4' MAX. SHIM SPACE METAL STRUCTURE BY OTHERS 3/4' MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION aN190N5 RN DESCRIPWN D.r PPRCVED a REVISED INSTALLATION DETAILS 06/01/15 R.L. 2 REVISED NAME AND ADDRESS 10/27/16 IRL 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 E2712 1/4- MAX, 1 1/4' MIN. t/4' MAX. SHIM SPACE EMBEDMENT I SHIM SPACE 1FT__ 1/2" r MIN 3/4' MIN. EDGE DISTANCE INTERIOR SIGNED: 1111512016 EDGE DISTANCE INTERIOR MI WINDOWS AND DOORS, LLC 11111111l/ 650 W. MARKET ST. R L `' NUJ\S . 1l9 i CIO WOOD I 10 SMS OR GRATZ. PA 17030 vGENSF• U+% SCREW SCLF DRILLING SERIES 18S ALUMINUM FIXED WINDOW 0 5 SCREWS 73" X 72" NON-IMPACT WOOD FRAMING OR 2X BUCK EXTERIOR METAL EXTERIOR FLANGE INSTALLATION DETAILS WITHOUT FILLERS ED , TAT OF ty' 4A BY OTHERS BACKER ROD & STRUCTURE BY OTHERS BACKER ROD & OVED SEALANT a ": Ovc "o 081 57 8 S:20Rl P JjS 01yAAPPROVEDSEALANT j1Ea\ BEHIND LANE BEHINDO FLANGE SME arz S'wNTS09/03/t4 B Of 12 JAM8 INSTALLATION DETAIL JAMB INSTALLATION DETAIL L ADSERTOLOUAS P.E. Luis R. P.E. WOOD FRAMING OR 2X B" INSTALLATION METAL STRUCTUREINSTALLATION MRKVCDFMRDLEMSVRLE.AIC270M FL No.: : 62S14 25AlL4M-09 2 1/2' M!N. EDGE DISTANCE I CONCRETE/MASONRY BY OTHERS 1 1/4• MIN. OPTIONAL tX 9UCK EMBEDMENT SEE NOTES 3 — 7 SHEET 1 i BACKER ROD tt 1/4• MAX. APPROVED SEALANT SHIM SPACE BEHIND FLANGE 3/16• TAPCON EXTERIOR INTERIOR PACKER ROD do 3/16' TAPCON APPROVED SEALANT IBEHINDFLANGE OPTIONAL IX BUCK 1/4" MAX SEE NOTE 3 — 7 SHIM SPACE SHEET 1 I CONCRETE/MASONRY BY OTHERS 1 1/4MIN 4, EMBEDMENT 2 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETFJMASONRY INSTALLATION RCVdONS REV DE5CRro10N WE —MOVED A REVSED INSIALLA110N DEIAIS 06/01 /IS R.L. 8 REVISED NAME AND ACDRESS 10/27/16 R.L. 1 1/4- MIN. EMBEDMENT CONCRETE/ MASONRYBY OTHERS 1/4' MAX. f'9SPACE OPTIONAL 1X BUCKSHIM SEE NOTES 3 — 7 SHEET 1 3/ 16" TAPCON INTERIOR I• 2 1/2' MIN. EDGE o DISTANCE EXTERIOR BACKER ROD ec APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL CONCRETEWASCNRY INSTALLATION NOTES. 1, INTERIOR AND EXTERIOR FINISHES, BY OTHER$ 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 W. MARKET ST. GRATZ, PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT FLANGE INSTALLATION DETAILS WITHOUT FILLERS DRRMN: cmc W. q J. L. 08 —02357 WA1e NTS JDAU 09/03/ 14Ism-- 9 OF 12 L AMEATO LOM45 P.E. NW IUCOOFORD AD LEMSWILLE. NC 27C29 CU- M-060 4bmvsp°b=3paosq SIGNED. 11/15/2016 1L/ 04f ENSf` D TOF x yjs NA11E Gg`: Luis R. Lomas P.E. FL No.- 62514 WOOD FRAMING OR 2x BUCK BY OTHERS BACKER ROD & AFPRGVED SEALANT BEHIND FLANCE 1/2" MIN. EDGE DISTANCE 1 1/4- MIN. F EMBEDMENT 1/4" MAX. SHIM SPACE RIGID FILLER 110 WOOD SCREW EXTERIOR INTERIOR 110 WOOD SCREW RIGID FILLER BACKER ROD & APPROVED SEALANT 1/4' MAX BEHIND FLANGE SHIM SPACE WOOD FRAMING 1 1/4" MIV. OR 2X BUCK EMBEDMENTBYOTHERS 1/2" MIN EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X SUCK INSTALLATION 1 1/4" MIN. 1/4" L1AX. EMBEDMENT r SHIM SPACE RIGID FILLER 1/2" MIN. EDGE DISTANC INTERIOR I 110 WOOD - SCREW WOOD FRAMING OR 2X BUCK EXTERIOR BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL WOOD FRAMfW OR 2X BUCK INSTALLATION FRS REV D[SCRIPmh DATE RWED 3/4• MIN A REVISED IMSTALLATIUN DETAILS 06/01/%S R.L. METAL EDGE DISTANCE STRUCTURE B REVISED VANE AND ADDRESS 10/27/16 R L BY OTHERS q 1/4" MAX. Pj SHIM SPACE i BACKER ROD APPROVED SEALANT RIGID FILLER BEHIND FLANGE 10 SMS OR SELF DRILLING SCREW EXTERIOR INTERIOR 110 SMS OR SELF DRILLING SCREW BACKER ROD & RIGID FILLER APPROVED SEALANT BEHIND FLANGE 1/aMAx. F SHIM SPACE METAL STRUCTURE BY OTHERS 3/ 4' MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTUREINSTALLATION 1/ 4- MAX. SHIM SPACE T- RIGID FILLER 3/ 4"I MIN. INTERIOR EDGE DISTANCE i I 110 SMS OR SELF DRILLING SCREWS METAL EXTERIOR STRUCTURE BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION NOTES: I INTERIOR AND EX"ERIORFWISHES. BY OTHERS, MOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 1111512016 MI WINDOWS DOORS, LLC 11I1 p,9 i/ OW. MARK ST.\`\J`S1R ETGRATZ, PA 17030 r,•GENSF U+% 1 D t51.f ••a_ SERIES185ALUMINUMFIXEDWINDOW73" X 72" NON -IMPACT FLANGE INSTALLATION DETAILS WITH RIGID FILLERS TATE OF ; t z e ' OF•'cLOF10 " A DRAWNDrcNO. AN OB B 10 AL Luis R. Lomas P.E. FL No.: 62514 lsl* lO 50 Of 12 sc237utNTSI1ATc09/03/14 L ROBERTO LOM45 AE i- WK'0ODFOADRDLEMVRLENC2702J r• 6dl-0609 ma er blanrirpe.tom CONCRETE/MASONRY BY OTHERS OPTIONAL 1X BUCK SEE NOTES 3 - 7 SHEET I BACKER ROD & APPROVED SEALANT BEHIND FLANGE EXTERIOR BACKER ROD & - APPROVED SEALANT BEHIND FLANGE OPTIONAL 1X BUCK - SEE NOTE 3 - 7 SHEET I CONCRETE/MASONRY - BY OTHERS 2 1/2- MIN. EDGE DISTANCE 1 1/4' MIN EMBEDMENT I r 1/4- MAX. J SHIM SPACE RICID FILLER 3/16' TAPCON INTERIOR 3/16• TAPCON RIGID FILLER 1/4• MAX. r SHIM SPACE 1 1/4• MIN. EMBEDMENT CONCRETE/MASONRY a•, BY OTHERS ) OPTIONAL 1X BUCK SEE NOTES 3 — 7 SHEET 1 3/16" TAPCON 1 1/4' MIN. n a a• EMBEDMENT e a • e 2 1/2- MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE MASONRY INSTALATION 2 1/2- MIN EDGE DISTANCE REVISIONS R_V DCWRPMN DATE APPROVED REVISED INSTALLATION DETAILS 06/01/15 R.L. 5 REVISED NAME AND ADDRESS 10/27/16 R.L. 1/a' MAX. SHIM SPACE RIGID FILLER INTERIOR EXTERIOR BACKER ROD & APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL CONCRETEft4SONRY INSTALATION NOTES:, 1. WTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WRHASTM E21 f2 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ, PA 17030 SERIES 1 B5 ALUMINUM FIXED WINDOW 73' X 72" NON —IMPACT FLANGE INSTALLATION DETAILS WITH RIGID FILLERS DRAWW 1 RL9 J.L 08-02357 B ME NTS I OAT' 09/03/14 '"m 11 OF 12 L ROBERTOLOW$ RE 14V 1VOODFOW RD LEWSVRIE. NC 2=3 lY4YD•06D9 A.IDnuat YMnaspR.Dodn SIGNED: 1111512016 s%%Jt1ljljj,/j i 4\J`0EIV qer x TAT SEOF ; &: i0 FSG 4 ` Luis R. Lomos P.E. FL No.: 62514 APPROVED SEALANT BEHIND FIN 6 WOOD SCREW 3/0' MIN jp EDGE DISTANCE II 1 EXTERIOR 1 1/4' MIN EMBEDMENT WOOD FRAMING BY OTnERS 1/4' MAX. SFIIM SPACE INTERIOR 1/4" MAX SHIM SPACE 3/B" MIN r- EDGE DISTANCE t!7 1 6 WOOD WOOD SCREW FRAMING APPROVED - 11/4' MIN BY OTHERS SEALANT EMB-cDMENT BEHIND FIN VERTICAL CROSS SECTION WOOD FRAMING OR 2X SUCK INSTALLATION WOOD FRAMING -• 1/4' MAX SHIM SPACEBYOTHERS C6 WOOD INTERIORSCREWCREW 1 1/4' MIN. EMBEDMENT APPROVED SEALANT BEHIND FIN EXTERIOR 3/8" MIN EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION REASONS REV DESERIPTON DATE APPROVED A REVISED INSIALLATION OETAILS 06/01/15 R.L. 9 I REVSED NAME AND ADDRESS 10/27/16 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 E21 t2 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ. PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73' X 72" NON -IMPACT FIN INSTALLATION DETAILS mAwx DwO..0. J.L. 08-02357 szuE NTS DATE 09/03/14 s"°T 12 OF 12 L R08ERT0 L0k4S P E. I.32 KV00ADRD RD LEMV41.E. NC 27= 434 604" ra rrQS@*Awwp&c m SIGNED. I III O16 0 IR I ILI0M9 0 5 * OT sjsf0 NA L G\` Luis R. Lomas P.E. FL No.: 62514 Florida 'Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVX... RegulationBusiness & Professional ry SCis Home I Log in I User Registration I Hot Topics I Submit Surcharge I scats 8 Facts I Publications I F8C Staff I BCIS see Map I Wks searchap I FlOflda pr an, Product Approval USER: Public User Produa AOoroval Mgryy > Product or A990UQJL5UMp > 800catlon Ust > Application Detail FL # FL15353-113 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 Mt Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlinger@miwd.com Brent Sidinger bsitlinger@miwd.com Windows Mullions 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 Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Validation Checklist - Hardcopy Received FLIS353 R3 COI FLCOI.I?df Standard AAMA 450 Year 2010 1 of 3 4113/2018, 7:26 AM Florida Building Code Online https://www.floridabuilding.org/pr/pr app_dti.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. Ar I Model, Number or Name J 15353.1 5764 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A j Other: Max single window size: 52-1/8" x 84" span: 104-1/4". r— 115353.2 5764 - Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Description Horizontal Aluminum Mullion j Installation Instructions FL1535 3-113-I 108_0a.448Q . pOf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports Max mullion FL15353 R3 AE 512072B.g11f Created by Independent Third Party: Yes Vertical Aluminum Mullion — Installatlon Instructions FL153i53-R 3_I l_OB_0.143.9g•pdf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion F_L15-53 R3 AF-51ZO.3f3.W span: 83" Created by Independent Third Party: Yes 15353.3 5765 Limits of Use IApproved 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 jspan: 156-3/8" 15353.4 5765 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: 83". 15353.5 _ . CM-18514 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" length - 83". Max mullion 15353.6 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 - 156-318" Horizontal Aluminum Mullion Installation Instructions f-LW It 08_Q344 B. f Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party, Yes Evaluation Reports F_L15353_B3—A35X20736. pdf Created by Independent Third Party: Yes Vertical Aluminum Mullion - — -- Installation Instructions ^ T^ FL15353 R3 If 08-014406.o4f Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL15353 R3 AE 5120648.odf Created by Independent Third Party: Yes Vertical Aluminum Mullion Installation Instructions FL15353 RR3 II 08_014429.pdf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports yl' S3 R3 AE 5120668.pdf Created by independent Third Party: Yes Horizontal Aluminum Mullion Installation Instructions FL15353 R3 II OS-0J45.0--p4f Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL15353 R3 7qR-ntlf 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:Hwww.floridabuilding.org/pr/pit app_otl.aspx?pardm=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". Max mullion span - 104-1/4". 15353.8 i CM-18531 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 - 83" T--- ---- 15353.9 j CM-18S32 Installation Instructions f_L15353 R3 tit 0"X_453@,e0_f Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL153S3 R3 AE S120768,pjf Created by Independent Third Party: Yes Vertical Aluminum Mullion Installation Instructions EL353- R3 It OB-0144 n pal Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports fL15353 R3At-332067811 f Created by Independent Third Party: Yes Horizontal Aluminum Mullion Limits of Use Installation Instructions — Approved for use In HVHZ: No EW-153 R3 11 QB-01453B.p9t 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 R3 AE 512077Btpd 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 15353 R3 II 14440 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 1 5 353 831E 5120fi8g,pQ f span: 83" Created by Independent Third Party: Yes 15353.11 I CM-18S34 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use In HVHZ: No EU.$,3514548.pof 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 FL1535AE 51207$6 :Ldf span: 156- 3/6 -- — - Created by Independent Third Party: Yes Illicit Next Contact us :: 2601 91a1r stone Road- 7f0at!jssse FL 32399 EhaML§5¢se7-t e29 The State of Florida B an ANEEO employer. Convdeht 2007.2011 State of Fbnda. ;; .Statement :• AtSerS YSSitL0IDL01 :: Refund StateQ 1 Under Florida law, emal addresses are pubic records. ff you do not want your e-mail address released in response to a pubic -records request, do not send electronic mal to this entity. instead, contact the office by phone or by traditional mat u you have any questions, please contact eS0.487.1395. -Pursuant to Section 4SS.27S( 1), Florida Statutes, effective October 1, 2012, kensees licensed under Chapter 4SS, F.S. must provide the Department with an emal address if they have one. The emalls provided may be used for ofrcbl communication with the licensee. However email addresses are public record. If you do not wish to sup* a personal address, please provide the Department with an emall address which can be made avalable to the public. To determine If you are a kensee under Chapter 4SS, F. S., please click hsm• Product Approval Accepts: rr Credit Card Safe 3 of 3 4/13/2018, 7:26 AM NOTES: 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED 10 COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2) WOOD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER 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. WINO LOAD DURATION FACTOR Cd=..6 WAS USED FOR WOOD ANCHOR CALCULATIONS 4) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND 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 DOORS, INC 7) DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED 6Y 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 REOUIRED DESIGN LOAD PER FLORIDA BUILDING CODE CHAPTER 16. 2) DETERMINE TRIBUTARY WIDTH AND MULLION SPAN BASED ON PRODUCT TO BE INSTALLED. SEE FORMULA FOR TRIBUTARY WIDTH. 3) LOCATE MULLION SPAN (UNIT HEIGHT) AND TRIBUTARY WIDTH. AT THE INTERSECTION CF 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 1, I REVORIONS REV DESCMPUDN MIE I APPW4M A PEVSED INSTALLA110N DETAILS +.1/10/-.5 R.L. 9 I REVISED ANCHORING NOTES R INSTL DET. 06/07/17 R.I. ANCHORING NOTES: 1) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 HOOD 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 I" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 3. 3) FOR ANCHORING INTO METAL USE #10 SITS 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 2E 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 SPECIFK: GRAVITY OF G=0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.200 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, i`EPE 1 (OR GREATER). 0. METAL STRUCTURE -STEEL 18GA (.048") FY=33KS1/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI .062- THICK MINIMUM 6) FOR ATTACHING WINDOW UNITS TO MULLION USE 110 SELF TAPPING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EMBEDMENT OF THREE THREADS PAST THE MULLION WALL. LOCATE SCREWS 6" FROM EACH MULLION END AND 12* MAX. 0 C. THEREAFTER. STAGGER SCREWS AT EACH WINDOW. TRIBUTARY WIDTHw1 w2 2 MI WINDOWS AND DOORS, LLC 6SO WEST MARKET STREET GRATZ. PA 17030-0370 5764 - VERTICAL MULLION 63 TABLE OF CONTENTS GENERALONOTESN SHEET NO. DESCRIPTION DMu1N. ONC N0. 1 NOTES V.L. 08-01439 2 CONFIGURATIONS AND DP CHART SMI NTS DATE 01 / 11 / 12 1 sNEo 1 OF 4 3 INSTALLATION DETAILS L ROBERTO LO"4S P.E. 41? WGODFOHD RD LEWISVLLLE. ML?7p27 A COMPONENTS 4344384M Ilwasduamavemn SIGNED: 1011312017 511 1 I I Cro ii o,.fFT257 STATE OF ; wz 20R10P ONA' t a` Luis R. Lomas P.E. FL No.: 62514 107 COMBINEDD WIDTH wt 83 - / FRAME HEIGHT WINDOW WINDOW MULLION SPAN) r / 707 3/8' COMBINED WIDTH I Wt --j W2 I BY `/ / FRAME 'WINDOW HEIGHT WINDOW MULLION SPAN) 107 3/8' COMBINED WIDTH W1--j[-W2q WINDOWFRAME HEIGHT IVINDOM MAIDO MULLION S w1 w2 107 3/8' COMBINED WIDTH Deshm pressure radn s Mullion n On Tributary 1&13 2&SO width (in) 30.00 42.00 4&W 5213 2S.00 120.0 120.0 120.0 120.0 120.0 1200 37.38 120.0 120.0 120.0 1200 1200 12LLO 49.63 120.0 9&3 81.2 7&9 75.2 75.1 SZOO 71.0 522 39.7 359 33.4 32.3 6S.63 59 6 43.7 33.0 29.6 27.4 2&3 7200 44.9 32.7 24.4 21.8 19.9 19.0 b4.00 2& 1 20.3 LARGE AND SMALL MISSILE IMPACT, LEVEL D, WINO ZONE 3 DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND CO NOT INCLUDE FLANGE. 107 3/8- COMBINED WIDTH W1 83" LOW/y/ FRAME 1YlNDOW HEIGHT MULLION SPAN) ( / F- 101 3/8" COMBINED WIDTH W 1 I .{/ tY2 / 83" l / WINDOW J FRAME / HEIGHT MULLION SPAN) L I I w 1 --I w2 107 3/8- COMBINED WIDTH IILVISONS I WW I DLSVIAMON I LAIL I APPROND A REVISED INSTALLATION DETAILS 10611 Q/15 R.L. B IREVISEDANCHORINGNOTESkINSTLOEI. 06/07/17 R.L 107 3J8' COMBINED WIDTH IF_ tYt i Y2 WINDOW J FRAME HEIGHT WINDOW WINDOW MULLION SPAN) APPROVED CONFIGURATIONS MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED WIDTH DOES NOT EXCEED 107 "'AS SNOWN HEREIN Desim Daessure radna Insh with rahar Mullion span On) 18.13 2&50 butary width 30.00 42.00 In 48.00 1 S2.13 2& 00 120.0 120.0 120.0 120.0 120.0 120.0 37.38 1200 120.0 120.0 120.0 49.63 81.2 76.9 75.2 75.1 6200 63.3 4&1 44.8 434 65.03 t120. 0120.0 44.2 39.7 36.7 353 72.00 32.8 29.2 26.7 25.5 64.00 20.1 17.7 76.0 7 - LARGE AND SMALL MISSILE IMPACT, LEVEL D, WIND ZONE 3 DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT INCLUDE FLANGE W 1 J I-- 7/2 107 3/8' COMBINED WIDTH MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 5764 - VERTICAL MULLION 83" MULLION SPAN APPROVED CONFIGURATIONS AND RATING CHARTS V.L. 1 08-01439 sc"x NTS -- 01/11/12 -2 OF L. ROBERTO LOU4S P.E. 14V NQOOFORD RD LEW6WLLE IIC 2702D 43t4611409 db"WSa@*Ax 3pLWM SIGNED: 1011312017 L"kls ! I CJD jxr, E N STATEE OF ; Luis R. Lomas P.E. FL No.: 62514 a t" MIN EDGE DISTANCE MASONRY/CONCRETE BY OTHERS i 1 i/4" MIN. EMBEDMENT I DESCF9NON DATE APPFLYED REVISED INSTALLATION DETAILS 06/10/15 R.L. REVISED ANCHORING NOTES do INSTL DET. 06/07/17 RA 1/4• ELCO ULTRACON TAPCON MT000022 CLIP SECT5796 CLIP 1 I 10 SMS OR RCPAiL i SELF DRILLING SCREW III(jI•1'` lVn't'' SECT5764 MULLION MT000022 CLIP 110 WOOD SCREW 1 3/8' MIN EMBEDMENT WOOD FRAMING/ 1/2" MIN. 2% BUCK EDGE BY OTHERS DISTANCE VERTICAL CROSS SECTION MASOIVRYIC0NCRETE AND WOOD FRAMING INSTALLATION NOTE: CLIPS MAY BE USED IN MASONRY/CONCRETE OR WOOD FRAMING SUBSTRATE. METAL 1/2" MIN STRUCTURE EDGE BY OTHERS DISTANCE VERTICAL CROSS SECTION METAL INSTALLAT)ON SIGNED: 1011312017 MI ODOORSTRE ,I LLC I lil0650DawES7MARKETWS GRATZ, PA 17030-0370 ft v,•%GENSF.f -.P 0 6 * = 5764 - VERTICAL MULLION 8TA MULLION SPAN INSTALLATION DETAILS 0 ei tiFDTATOFTom+ F•'clOR10P• DRAIN: oNc No. REV V.L. 08-01439 B i........ 7j/jjAj1U\ Luis R. Lomas P.E. No.: 6251a uxt DATE S"EEiNTS01/tt/12 3 OF 4 L ROSEATOL01d8PE 1432141000FORD RD LEWLSVILLE, NC 27= 430411D4d09 rLlxn&S*bWUW&= V1.125 2 140" — iI SECT5764 MULLION ALUMINUM 6005-T5.125' THICK j r-- 0.688" 1 1" RF-185-2 REBAR 6 GA (.062) GAL VAN2ED STEEL NOTES: 1. CLIPS MAY BE USED IN MASONRY/CONCRETE OR WOOD FRAMING 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 1.375" 0.525" 3.250" 0.843" 4.000' OO_j MT000022 CLIP 16GA (0537 GALVANIZED STEEL SEE NOTE 2 6 3. THIS SHEET. 3.750' 2.189" 1. 0' 0.375" L_ I 0.843' T 2x oO.210" i— I I O1.562" SECT5796 CLIP FOR W00D FRAMING WSTALLA77ON ALUMINUM 6063• T5.125" THICK REVSKWS OESCRIMM I DwTi APPROVED REVISED WSTALLATION DETAILS 06/10/15 R.L. REVISED ANCHOMNG NOTES & INSTL DET. 06/D7/17 R.L. 3.750" 1.000' 0 375' 0.4222" 2.032' 2.875' L 0.843' T — SECT5796 CLIP 2x oO.210' FOR CONCRETE INSTALLATION ALUMINUM 6063•T5.125' THICK NI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ. PA 17030-0370 5764 — VERTICAL MULLION 83" MULLION SPAN COMPONENTS aawN• Ds0 ND. V.L. 08-01439 SCNE NTS D41E 01/11/12 ISMM4 OF 4 L ROSERTDLOWS Wit: 14M 11OODPM RD LEMSL"" NC z= antes alias mn SIGNED: 1011312017 0 6/" CEN& ZNID VISE OF : r tN- i SjS NA11 Luis R. Lomas P.E. FL No.: 62514 Florida Building Code Online https://www.floridabuildiiig.org/pr/pr_app oti.aspx?param=wGEVX... A— I Professional • ir PEA IT, AME Bets Home I.1 og in I User Registration I Hot Topics I Submit Surcharge ° Stats & Facts I Publkatbns I FBC Staff I SCtS Site Map ! Unks I Seam I FI 6da Product Approvalr0USER: Pubk User l. rr,tisrr. irai,Tt:+ ProdVCt Approval 14 > P.n/th4t.OrbDP.ASa1k_gAg :b > AODPf'tbn kt > Application Detall FL k FL13223-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer lames Hardie Building Products, Inc. Address/Phone/Email 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 909)349-2927 pingsheng.zhu@jameshardie.com Authorized Signature Pingsheng Zhu pingsheng.zhu@jameshardle.com Technical Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909)349-2927 pingsheng.zhu@jameshardle.com Quality Assurance Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909)349-2927 pingsheng.zhu@jameshardle.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Ronald I. Ogawa the Evaluation Report Florida License PE-24121 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Southard, P.E. Validation Checklist - Hardcopy Received Certificate of Independence f_i_333.3 R4 COI10 -Certificate of lndeoendence.adf Referenced Standard and Year (of Standard) Standard Year ASTM C1186 2007 ASTM E330 2002 I of 3 4/13/2018, 7:29 AM Florida -Building Code Online hitps://www.Floridabuilding.org/pr/pr app_dtl.aspx7param=wGEVX... 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 1_UJ.223 R4 Eguly RIO-26928-1 j A$TI1 CIIB6 ea iI n y pd Method 1 Option D 08/09/2017 08/25/2017 08/28/2017 10/10/2017 FL # ^ - Model, Number or Name 13223.1 I Cempanel 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 Description- -----_!- _ -~ - -- fiber-cement panel siding Installation Instructions FL13223 R4 If _qf I'Ll 322L R4 II NQA 17-Q406,06 e1 FL13223 R4 II RIO 2689-1-17 Panel to Furring,QQf FL13223 R4 11 RIO-2686-17 Panel Wood Metal FrarrL f Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports 1`1_13221 R4 AE NOA 17-0406.06.pd FL13223 R4 AE R10 2689_17 Panel to Furrina.p Irf EU3223 R4 AE RIO-2686-17 Panel Wood Met ii Frame.Qdf Created by Independent Third Party: Yes 13223.2 HardiePanel Siding od fiber —cement panel siding _---- ---- Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL13223 R4 H HardiePanel-Installat ran.pdf Approved for use outside HVHZ: Yes FL13223 R4 11 NOA 17_ Ag_6,Q6,pdf Impact Resistant: Yes FL13 223R4IIR[O 2689-17 PgP I LQ_Fyrring.q,41f Design Pressure: N/A FL13223 R4 It RIO.2686-17 Panel Wood Mgrgl frame.pdf Other: For use Inside a HVHZ Install In accordance with NOA Verified By: Ronald I. Ogawa 24121 17-0406.06 Created by Independent Third Party: No Evaluation Reports FL13223 R4 AE NOA 17-0406.06.Qdf FL13223 R4 AE RIO 2(L89-17 Panel to Furrino pdf 9L13223 04 At: RIO-2686-17 P 1 W M t I F f li 13223.3 ,Prevail Panel Siding I Limits of Use 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 17-0406.06 ane o e a ramg_pd 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. L)Af FL13223 R4 If -RIO-2689-17 Panel to Furrino pdf FL13223 R4 11 RIO-2686-17 Panel Wood Metal fra:ne.pdf Verified By: Ronald 1. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports F113222_R_4 AE NQA 17- 40b QfLQcff FLL3223 R4 AE RIO 2689-17 Panel to Furring,pdf FL13223 R4 AE RIO-2 6 _-1-17_Panel Wood Metal frame.pdf Created by Independent Third Party: Yes 8adl Naet contactus :: 251lL91aa stoa RQad.ldlhflasseeFL32344 Prone: eso••a7• lez The Slate of Flortla is an AA/liO employer. Comrkda 2007.200 Stale of flnrld,.:: Prhf, V Stat ffMM :: QtL•ID31p y_5tatement :: Refund Statement 2 of 3 4/13/2018, 7:29 AM Florida Building Code Online https://www.floridabui Iding.org/pr/pr_app_dtl.aspx?param=wG EV X.. Under Florda law, email addresses are public records. If you do not want your a -mall address released In response to a public -records request, do not send electronic Mal to this entity. Instead, contact the once by phone or by traditional mall. If you have any questions, please contact 850.487.1395. •Pursuant to Sectlon 455.27S(I ), Florida Statutes, effective October 1, 2012, Ikensees licensed under Chapter 4SS. F S. must provide the Departmeat with an emal address ! they have one. The emals provided may be used for official communication with the licensee. However emal addresses are public record. 9 you do not wish to supply a personal address, please provide the Department wlh an emal address which can be made available to the public. To determine M you are a licensee under Chapter 45S, F.S., please Click !r . Product Approval Accepts. wi-I® ® ---- 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. HardlePanel"IZZ1.0. Vertical Siding JamesHardle p INSTALLATION REOl1fREMENTS RESIDENTIAL SINGLE FAMILY ON Y PRIMED & COLOIiPWEFFECTIVE SEPTEMBER 2013 MM Sa PROIwCfS visit vvr v.ia ,mfor the most recent version. SMOOTH • CEDARMILLO • SELECT SIERRA 8 • STUCCO IMPORTANT.- FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRITTEN APPUCAnON 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 HZ1 OTm 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 9HARDIE) s STORAGE & HANDLING: Store ( let 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 ourno AS INDOORS 1. Position calling station so that wind w9l bow dust away from user 1. Cut only using score and snap, or shears (manual, electric of pneumatic). and others in working area. 2. Position cutting station in well -ventilated area 2Ilse one of the following melhods a [ test: L Score and snap t. Shears (manual, electric or pneumatic) - NEVER use a pourer saw Indoors b. Better: I. Dust reducing ciraAarsaw equipped with a - NEVER use a diclar saw blade that does not carry the HerdrBlade saw blade trademark deMade saw blade and 143'A vacuum extraction NEVER dry sweep - use wet suppression or IiEPA Vacuum c. Good: I. Usr reducing dnwlar saw with a HardieBlade saw Wade ady use for 10.v to moderate clIUrlg) Important Note: ran maximum protection pawesi respirable dust production), James Hardie remnnlerx$ 0mys using 'Besl*-b l culling mdhWs where feasble. M091- appraed respirators can be used in conlundion with above cutting practices to further reduce dust [postures Additional exposure Information Is avelhhle at www lamesharde.eom to help you determine the most appropriate cutting method for your jab requtrenterns. If concern still exists about exposure Was; or you do rot comply with the abavo p-aces, you should Morays oatsult a Willed Industrial hygienist: or contact James Hardle for further Information. reontoa GENERAL REQUIREMENTS: These instructions to be used for residential single family installations only. For Commercial / Mulh-Family installation requirements go to www.JamesHardecommerclal.com HardiePaneler vertical sing can be installed over braced wood or steel studs spaced a maximum of 24" o.c. See general fastening requirements. Irregularities in framing and sheathing can mirror through the finished application. James Hardie recommends installing HardiePanel on a capillary break (rainscreen/furrag) 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 compiles 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. 00 NOT use HardiePanel vertical siding in Fascia or Trim applications. Some application are not suitable (or ColorPlus. Refer to ColorPlus section page 3. DO N01 use stain, oiValkyIf base paint or powder coating on James Hardie'* Products. For larger projects, including commercial and multi -family projects, where the span of the wall is significant in length, the designer and/or architect should take Into consideration the coefficient of thermal expansion and moisture movement of the product in their design. These values can be found in the Technical Bulletin 8 " Expansion Characteristics' at www.JamesHardie.com. INSTALLATION: Joint Treatment FastenerRequirements • Vertical Joints - Install panels in moderate contact (fig. 1), alternatively Positionfasteners3/8" from panel edges and no closer than 2" away from corners. Do not nail Into corners. joints may also be covered with *Finish) battens, PVC or metal jointers or HardiePanel Vertical Siding Installation •caulked (Not applicable to ColorPlus Finish) (fig. 2). Framing must be provided at horizontal and vertical edges for nailing. Horizontal Joints Provide 2 flashing at all horizontal joints (fig. 3}. Figure 2 Figure 3 HardiePanelverticalsidingmastbejoinedonstud. watarresistive banter omen -resistive bonnier Double stud may be required to maintain minimum edge 4 6tA water-reststive water -resistive nailing distances. - 2 x 4 stud barrier barrier Figure Batten Joint "H" Joint water - resistive barrier ft 4stud leave appropriate gap between panels. then CanAk- Caulk Joint Not applicable to ColorPlrs" Finish) Apply caulk in accordance wilh caulk manufacturer' s written application Instructions upper panel . upper panel Ca lk 1!4• gap Oo not 1/4" gap Z- flashing t 2-flashing decorative r band board lower lower panel — panel Recommendation: When Instating Sierra 8, provide a double stud at panel pints to avoid nailing through greO - Figure 4 For additional Information on HardieWrap hM Weather Barrier, consult James Hardie at 1.866-4Hardfe or wAm.hardlewra .corn WARNING: AVOID BREATHING SILICA DUST lanes harder• products contain respiable crystalline slew. winch Is known to one 9aro of G•ddorala to race cancer and Is considered by IARt: and NIOSH to be a cause of cancer from some occupadord salves. Breathing excessive arrom al respirable silo dust can also cause a dsablin and potentially islet lung disease called SBlcogs, and has been IUUmd vnN other diseases. Some ses suggest smoking may Increase these risks. During Installation a tharrUtrry: (11 work in auldop areas wilt ample vmUtrtlron; ice fiibercrrnera shears for rxrotig a. where not feasible. use a Hardle8ladee saw blade and dust-retlucing drWarsew attached to a HEPA vaaun; others in the Inviolate area: (4) wear a -fined, use dim mask or respirator (e.g. N-95) In amoroance with applicable govenne nt rep latio ns and manufactuer Instrudlas to Refer gnat resplydhle also egwaaes. Win dean -up, use HEPA vacauns or wet cleanup methods - never try swoap For further Inkrmatbn, ruler to our Installation Instructions and Mated) Safety Bata Sheet available at wow iarreslharde.com a by calling I.800.9114R01E (I-B00.942.7343)• FAILUM TO AOKRE TO OUR WMNWGS. MSBS, AND INSTALLATION INSTTWIONS MAY LEAD TO SERUMS PERSONAL INM OR DEATH rAm HS1236 - P1/3 1/13 A >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 Hardie® and decking 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 `a'd Figure 6 mnen" 6' min. I foundaton Maintain a minimum 1 " gap between gutter end caps and siding & trim. Figure 9 siding iE ura gutter and end cep V6 deck material 2' ledger Do not bridge floors witft HardiePanele siding. Horizontal joints should aMrM be created between floors (fiig.10). water- Restsliva Ramer frrartmg Figure 10 Horizontal Trtm Flowing the roofing and the bottom edge of the Do not caulk gap. siding and trim. Refer to fig. 3 on Figure 8 77jj'{{ t page 1. FTWKIlll i1'•2'mtn. b,*, 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 subfascis and trim boards are nalled in place, and Oren come back to Install die kickout. ulrardeftnel* Figure 11, Kickout Flashing To prevent water from dumping behind the siding and the end of the roof sheathing intersection, install a "kickoul" as required by IRC code R905.2. 8.3: ".. flashing shall be a min. of 4" high and 4" fasda i wide." James Hardie recommends the kickout be angled i between 1000 -110° to maximize water deflection BLOCKED PENETRATIONS Penetrations such as hose bibs and holes 1 36' 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 if 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 5771 WN Countersunk, fill &add nail Figure A Esi Figure 8 do not under drive nails oo tor STAPLE Figure 11 1 cwmm° nann Y"'I 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 8/13 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, oiValkyd base paint, or powder coating on James Hardie® Products. James Hardie products James Hardie touch-up HIS 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. Dade -rolling Is recommended if the siding is sprayed. COLORPLUS• TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE I• Care should be taken when handling and cutting James Hardie@ ColorPlus@ 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 ColorPlue Technology touch-up applicator. Touch-up should be used sparingly. If large areas require touch-up, replace the damaged area with new HardiePanel® siding with ColorPlus 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, oiValkyd 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 REC0010110W In accordance with ICC-ES Evaluaton Report ESR• 1944, HaniePaneM vertW siding Is reoug ized as a suitable akanate to that smecllled at Ore 2006.2009, b 2012 International ReddenWI Code for Ono -and Two -Family Dwelru;gs and the 2006, 2009, d 2.012 Intemaliaral aubdag Code. Ha®ePand vernal skgr>V Is also reagrized for application In the (olle : City of Los Angeles Research Nepal No. 24662. slate or Florida listing FL1889, Dade County, Florida NOA No. 02-0129.02, U.S. Dept. of HID Materials Release 1263c. Texas Deparlmeot or Insurance Product Evaluation EC-23, city of New York MEA 223.93-A1, and California OSA PA-019. these doannents sfwuil ehor be consulted for adm0onal Intonation concerning at suitability of tlae product for spedfic applimUms. 2013 James Hardie Building Products. All rights reserved TM. SM, and ® denote trademarks or registered trademarks of Additional Installation Information, • James IlardleTachnalagy Limited 01 is registered Warranties, and Warnings are available at JamesHardle trademark of James Hardie Technology Limited. www.jameshardie.com HS1236 - P3/3 6113 Florida Building Code Online https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVX... li Business •-Regulation 09 Bets Home I toll in I User "tstmtlon I Hot Topics i Submit surcharge { stats a Facts i RNIcatbrts I FBC Staff I SCIS Site Map I Links I Search I F dda AAON Pr *,USER: Product Approval Public User Product Am aaYat Menu > Nnnud or Agnikatbn 10 > Application Lis > ApplIcation OntaB FL # FL12194-R7 Application type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Aluminum Coils, Inc. Address/Phone/Email S001 West Knox Street Tampa, FL 33634 813)249-9743 grahma n@aluminumcoilsl nc. cam Authonzed Signature Gareth Rahman grahman@aluminumcolisinc.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 COI ALC15001.4 2017 FBC Evaluation Reoort 04_T4 Soffits Final,Qd( 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 https://w%vw. floridabu ilding.org/pr/pr_app_dti.aspx?parain=wG E V X Sections from the Code Product Approval Method Date Submitted Date validated Date Pending FBC Approval Date Approved of Method 1 Option D 12/15/2017 12/15/2017 12/20/2017 02/13/2018 FL # V Model, Number or Name^ De.crlpt cln i 12194.1 Alumunum Coils Aluminum Soffit Aluminum soffit panels Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +80/-90 Other: See Evaluation Report for limits of use. i I Installation Instructions FL32194 R7 It A .4 2017 FBC Evaluation RPQ= Q4 T4 Soffits Final.pdf Verified By: Zachary R. Priest PE-74021 Created by Independent Third Party: Yes Evaluation Reports FL12194 R7 AE ALC15001.4 2017 FBC Evaluation Repot Q4 T4 Soffits Final.ptlf Created by Independent Third Party: Yes Bad Next caataCLAS :: 2601 Bah stgae.B0a0..I21a11assee.El_ 3239.2 Phone, 950-4117.162 The State of Florida IS an AA(EEO employer. Convrinfit 2007.2011 ste(A,ptfjorOa.:: P.1lvaty_Slatemeot :: Acaz55LIdY Smtoment :: Re6a0d sta_temGAt under Florida law, emal addresses are pubic records. If you do not want your a-mal address released In response to a public -records request, do not send electronic mad to this entity Instead, contact the office by phone or by tradtanal mail IT you have any questions, please contact 850.487.1395. -Pursuant to Section 4SS.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Oepantment with an email address 9 they have one. The ernafs provided may be used for official communication with the licensee. However email addresses are pubic 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 r you are a licensee under Chapter 45S, F.S., please tack taL. Product Approvat Accepts: ICfai Credit Card Sate 2 of 2 4/13/2018, 7:37 AM CREEK TECHNICAL SERVICES, LLC Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 6r" 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 Entity 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 614320-3. ALC15001A FL12194-R7 Pane 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. 3/8" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-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 soffitZpanels provided in 16- inchsections. The reported net free ventilation areas are 22.3 in /lin.ft. for the 'full vent' configuration and 11.1 in2/lin.ft. and for the 'center vent' configuration. See Appendix D for dimension drawings. 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit2panels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft. for the 'full vent' configuration and 4.2 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. R. GA,P• No 74021 13 •• STATE OF '•1JJ10. 0R1p. •4' 1181111111111100 CERTIFICATION OF INDEPENDENCE 2017.12.14 16:21:34 OS t00r 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) APPENDIX A —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 State of Florida product approval under Rule 614320-3. 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 LIMITATIONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to 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 Loc tion Location Location Location c. 16' 04 Soffit —16-inch o.c. Fastener Fastener Location Locition FL12194-R7 1of11 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' 04 Soffit— 8-inch o.c. Fastener LoItion Fastener Fastener Loction ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 10 5JJ-1 Approved Systems 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 124nch Soffit Span with J-Channel and Fascia Ca 12 roved Systems for 124nch Soffit Span with J-Channel at Wall and Eave 14 SJ -S 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 16.14 Approved Systems for 164nch Soffit Span with J-Channel and Fascia Ca 16JJaf Approved Systems for 16-inch Soffit Span with J-Channel at Wall and Eave 22.5J Approved Systems for 22.5-inch Soffit Span with J-Channel at Wall and Eave 24F-f Approved Systems for 244nch Soffit Span with F-Channel and Fascia Ca 24Jaf Approved Systems for 244nch Soffit Span with J-Channel and Fascia Ca 411-0 1 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 pgo Substrat J-Channel Substrate J-Channel e Attachment Attachment Three (3) 18 ga.1/4-inch crown x 1-inch leg staples in diamond pattern spaced 244nch o.c. securing Three (3) 18 ga.1/44nch crown x 14nch leg staples in Max. J-Channel to joists; diamond pattern spaced 24-inch o.c. securing t0.5JJ-1 164nch Wood One (1)18 ga.1/4-inch crown x 14nch leg staples Wood J-Channel to joists; 559.8 located in the horizontal leg of the J-Channel spaced One (1) 18 ga.1/4 inch crown x 1-inch leg staples located 124nch o.c. I Iin 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 Fascia Cap Wall Connection Eave Connection System Panel MDP No. Width psfl Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. One (1) min. 3/&inch head dia. nail, One (1) min. 3/8 x 3/8-inch crown One (1) min. 1 3r44nch long x 0.072-inch dia. x min. 3/16 12F-1 164nch Wood min. 1.25 inch embedment spaced Wood staple spaced 16-inch o.c. inch head dia. trim nail 40 244nch o.c. spaced 364nch o.c. One (1) 14 ga. 5/84nch long T nail or One (1) min. 1 3/44rich long x 12F-2 Max. Masonry 9 ga., min. 5/8-inch long Stub Nail Wood One (1) min. 318 x 3/8-inch crown 0.072-inch dia. x min. 3/16- 40 16-4nch with 3/8-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 1/44nch One (1) min. 1 3144nch long x 0.0724nch dia. x min. 1/44nch 48 12F 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. head diatrip nail spaced 48- i4.2 spaced 24-inch o.c. and securing each panel lap inch o.c. One ( 1) 14 ga. 5184nch long T nail or One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3144nch long x 12F4 Max. 16- inch Masonry 9 ga., min. 518-inch long Stub Nail with 3/8-inch diameter head spaced Wood crown staple spaced 8-inch o.c. 0. 0724nch dia. x min. 1/4-inch head dia. trip nail spaced 48- 48 44. 2 8- inch o.c. and securing each panel lap 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 psfl Substrate J- Channel Attachment Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Three ( 3) min. 3/4- inch x 1/4-inch crown One ( 1) min. #8 x 1/2-inch One (1) min 3/4-inch x One (1) min. 1 3/4-inch long x 12J- 1 Max. 16- inch Wood staples in diamond long x 3/8-inch head diameter screw spaced 164nch o.c. Wood 1/4-inch crown staple 0. 072-inch dia. xmin. 1/44nch head dia. trip nail spaced 48- 48 64. 2 pattern spaced 24- connecting soffit to J-channel spaced 84nch o.c. inch o.c. inch o.c. ALC15001. 4 FL12194-R7 Page 3 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 12-inch Soffit Span with J-Channel at Wall and Eave Wall Connection Eave Connection System Panel MDP No. Width paf) 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 12-inch o.c. securing 12JJ-1 Max. Wood J-Channel to joists; Wood J-Channel to fascia; 70 16-inch 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 psf) Substrate J-Channel Substrate J-Channel Attachment Attachment Three (3) 18 ga.1/4-inch crown x 1-inch leg staples in diamond pattern spaced 244nch o.c. securing Three (3) 18 ga.1/44nch crown x 14nch leg staples in Max. J-Channel to joists; diamond patternspaced 244nch o.c. securing 14 5JJ-1 164nch Wood One (1) 18 ga.1/4-inch crown x 14nch leg staples W J-Channel to joists; 543.3 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 State of Florida product approval under Rule 61G20-3. The manufacturer shall notiy 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 pso 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. 1144nch crown x One (1) min. 1.754nch x 0.072-inch diameter 16F-1 Max. Masonry 9 ga., min. 5/84nch long Stub Nail Wood 1-inch leg staple spaced max finishing nail with min. 3/16- 353.3 124nch with 3/84nch diameter head spaced 44nch o.c. and securing each inch head spaced max. 8-inch o.c. panel lap 12-inch o.c. One (1) 18 ga114 inch crown x One ( 1) min. 1.754nch x Max. Three (3) 18 ga.1/44nch crown x 1- 1-inch leg staple spaced max. 0. 072-inch diameter 16F- 2 12- inch Wood inch leg staples in diamond pattern Wood 44nch ocand securing each finishing nail with min. 3116- 53.3 spaced 16- inch o.c. panel lap inch head spaced 12-inch o.c. One (1) 14 ga. 5/8-inch long T nail or One (1) min 3/84nch x 3/64nch 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. 325.6 164nch with 3/84nch diameter head spaced O.C. 3/16- inch head dia. trim nail 8-inch o.c.spaced 364nch o.c. Max. One ( 1) 3/84nchhead dia. nail, min. One (1) min 3/84nch x 3/8-inch One (1) min. 1 .inch long x 0. 072 inch dia. x min. dia 16F-4 164nch Wood 1. 254nch embedment spaced 24- Wood crown staple spaced 164nch head dia. trim nail 325.6 inch o. c. inch O.C. spaced 364nch o.c. Max. Three ( 3) min. 3/4-inch x 1/4-inch One (1) min 3/44nch x 1/44nch One (1) min. 1 3/44nch long x 0. 072-inch dia. x min. 1/4- 27 16F-5 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 84nch o.c. inch head dia. trip nail 36.1 spaced 24- inch o.c. 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. 1.754nch x 0.072- inch diameter 16F-6 Max. Masonry 9 ga., min. 5/8-inch long Stub Nail Wood 14nch leg staple spaced 4-inch finishing nail with min. 3/16- 543.3 16-inch with 3/84nch diameter head spaced ox, and securing each panel inch head spaced 84nch o. c. lap 16-inch o.c. One (1) 18 ga. 1/44nch crown x One (1) min. 1.75-inch x Max. Three ( 3)18 ga.1/4-inch crown x 1- 14nch leg staple spaced 4 inch 0.072- inch diameter 16F-7 164nch Wood inch leg staples in diamond pattern Wood o.c. and securing each panel finishing nail with min. 3/16- 343.3 spaced 164nch o.c. 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 Three (3) min. 3/4-inch x 1144nch One (1) min. 1 3/44nch 16J 1 Max. Wood crown staples in diamond pattern Wood One (1) min 3/44nch x 1/4-inch long x 0.072-inch dia. x 23.5 16-inch spaced 244nch o.c. crown staple spaced 84nch o.c. min. 1/4-inch head dia. trip 31.4 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 psf) Substrate J-Channel Substrate J-Channel Attachment Attachment Three (3) 18 ga.1/44nch crown x 1-inch leg staples in Max. diamond pattern spaced 24-inch o.c. securing J-Channel to joists; Three (3) 18 ga.1/4-inch crown x 14nch leg staples in 16JJ 1 164nch Wood One (1)18 ga.1/4-inch crown x 14nch leg staples Wood diamond pattern spaced 84rich o.c. securing t32.7 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 14nch leg staples in diamond pattern spaced 244nch 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. 12-inch o.c. securing each panel lap ALC15001.4 FL12194-R7 6of11 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 pso Substrate J-Channel Attachment Panel Attachment Substrate J-Channel Attachment Three (3)18 ga.1/44nch crown x One (1) 18 ga.1/44nch crown x Three (3) 18 ga.114-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; 421 16-inch One (1) 18 ga.1/4-inch crown x One (1) 18 ga.1/44nch crown x 14nch leg staples located in the One (1) min. 1.754nch x 0.0724nch 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. 3/1&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 Psi Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap 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 ga. 1/4- One (1) min. 1.754nch x 24F-1 Max . Wood inch crown x 14nch leg staples in railer with one each panel lap Wood inch crown x 1-inch 0.072-inch diameter finishing nail with min. 80 124nch diamond pattern 1) min. 2.25- inchx 7d ring One (1) min. 1.75-inch leg staple spaced 8- inch o.c. 3/16-inch head spaced 90 spaced 164nch o.c. shank nail x 0.0724nch diameter 124nch o.c. 24-inch o.c. finishing nail with min. 3/16-inch head spaced 44nch o.c. ALC15001.4 FL12194-R7 Page 7 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. I/44nch 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. 1l4- One (1) min. 1.754nch x Max. inch x 11 ga. anchored to each panel lap inch crown z 14nch 0.0724nch diameter 80 24F-2 12 inch 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 244nch o.c. finishing nall with min. 3116-inch head spaced 44nch o.c. One (1) 18 ga. 114-inch crown x 1-inch leg One (1) 14 ga. 5/8- Nominal 1rQ staple spaced inch long T nail or 9 No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1l4- One (1) min. 1.754nch x Max. ga., min. 5184nch anchored to each panel lap inch crown x 14nch 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 mrn. 76.6 3l84nch diameter 1) 7d x 2.25- One (1) min. 1.754nch inch o.c. 3116-inch head spaced head spaced 8-inch inch ring shank x 0.0724nch diameter 124nch o.c. O.C. nail 244nch o.c. finishing nail with min. 3/164nch head spaced 44nch o.c. One (1) 18 ga.1l44nch crown x 14nch leg Nominal 1x2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga. 114- anchored to lock or spaced One (1) 18 ga. 1l4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one 164nch o.c. securing inch crown x 1-inch 0.0724nch diameter 80 24F-4 164nch Wood leg staples in 1) min. 2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. 60 diamond pattern inch x 7d ring inch o.c. and securing 3l164nch head spaced spaced 16-inch o.c. shank nail One (1) min. 1.75-inch each panel lap 164nch o.c. 244nch 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 notiy 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 staple securing the Nominal 1x2 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 14nch 0.0724nch diameter 80 24F-5 16-inch Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 60 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. 1.754nch 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.1/4dnch 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. 1.754nch x Max. ga., min. 5/8-inch anchored to 164nch 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 3/164nch head spaced head spaced 84nch inch ring shank One (1) min. 1.75-inch each panel lap 164nch o.c. o C. nail 244nch o.c. x 0.0724nch diameter finishing nail with min. 3/164nch head spaced 44nch o.c. ALC15001.4 FL12194-R7 Page 9 of 11 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 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 Nominal 1x2 inch x 7d ring shank leg staple spaced No.2 SYP Three (3) 18 nail straight -nailed 124nch o.c. anchored to ga.1/4-inch crown through the rafter securing each panel One (1) 18 ga. /.- One (1) min. 1.75-inch Max. rafter with one x 1 nch leg into the end of the lap inch crown x 1-inch x 0.072-inch diameter 24J-1 124nch 1) min. 2.25- staples in diamond batten or two (2) Wood leg staple spaced finishing nail with min. 360 inch x 7d ring pattern spaced 16- min. 2.25-inch x 7d One (1) min. 1.75- 84nch o.c. 3/164nch head spaced shank nail inch o.c. ring shank nails toe- inch x 0.0724nch 12-inch o.c. 244nch o.c. nailed on either side diameter finishing of the batten at nail with min. 3116- 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 14nch one (1) min. 2.25- leg staple securing Nominal 1x2 inch x 7d ring shank the nailer of each No.2 SYP Three (3) 1 B nag straight -nailed female lock or One (1) 18 ga. '/.- anchored to ga.114-inch crown through the rafter spaced 164nch 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 16-inch 1) min. 2.25- staples in diamond batten or two (2) lap Wood flinch o.c. and finishing nail with min. 53.3 inch x 7d ring pattern spaced 16- min. 2.254nch 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 0.0724nch 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 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 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 Attachment Panel Attachment Substrate J-Channel Attachment Three (3) 18 ga.1/4-inch crown x One (1)18 ga.1/4dnch crown x 14nch leg staples in diamond 1-inch leg staple securing the nailer Three (3) 18 9a.1/4-inch crownpattemspaced244ncho.c. of each female lock or spaced 16- x 14nch 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. 3-43.5 16-inch One (1) 18 ga.1/44nch 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 124nch 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.1/4-inch crown 14nch leg staples in diamond 1-inch leg staple securing the nailer x 1-inch leg staples in diamond npatternspaced24inch o.c. of each female lock or spaced 16- pattern spaced 124nch o.c. Max. an joists; securing J Channelsecuring inch o.c. securing each panel lap securing J-Channel to fascia: 53.35 24JJ-2 16-inch Wood One 18 ga. inch crown x Wood One (1) 18 ga.1/4-inch crown x 4 1 inch leg staples located in thelocatedin One (1) min. 1.754nch x 0.072-inch 14nch leg staple securing the Channelhorizontallegofthenel diameter finishing nail with min. nailer of each female lock or spaced 124nch 3/16-inch head spaced spaced 164nch o.c. securing 44nch o.c. I each panel lap ALC15001.4 FL12194-R7 Page 11 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 ALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC 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. I Installation Detail 10.5JJ-1 & 14.5JJ-1 Diamond Patten 1 Spa..114' x 1' staples 12' o.c. max 18ga., 1r4' x 1' staples 24' o.c. max J•Channel DOW 8 I Spa..1/4' x 1' staples 24' ox. max Dlamond' Patten 18ga.,114" x 1' staples 24' o C. Max Patten j 18ga., 114' x 1' staples 12' o.c. max Deled A ALC15001.4 FL12194-R7 Page 1 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 12F-1 & 12F-2 No. I Installation Detail MIN. 3/8' HEAD DIA. NAIL. MIN. 1.25" EMBENDMENT SPACED 24" O.C. FOR WOOD SUBSTRATES. MIN. 14GA T•NAIL OR MIN. 9GA, STUB NAIL WITH 3/8" HEAD DIA.. MIN. 5/8" EMBEDMENT SPACED 3" O.C. FOR MASONRY SUBSTRATES. FASCIA SLIP BOARD SOFFIT MAX. 12•INCH SPAN F" CHANNEL FASCIA LIP 1 /4 FASCIA TRIM STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. L-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 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. 12F-3 CREEK TECHNICAL SERVICES, LLC No. I Installation Detail 3/4" X 1/4' CROWN STAPLES USING A DIAMOND PATTERN I F' CHANNEL CAN BE 1-3/4- TRIM NAIL) PAINTED S.S. 48" INSTALLED WITH THE NAILING FLANGE UP OR O.C. DOWN WOOD SUBSTRATE ALUMINUM COILS, INC Soffits Appendix B OPEN RAFTER I "ivertCH tuv `, SOFFIT STAPLE DIAMOND PATTERN 1j L DETAIL IstAPM FACIA BOARD O i i3/ 4' x 1/4' CROWN STAPLE ' B' ON CENTER SOFFIT- max . 12 -inch 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 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 No. I Installation Detail 12F-4 MIN. 14GA T•NAIL OR MIN. 9GA. STUB NAIL WITH 3!6' HEAD DIA., MIN. 518' EMBEDMENT SPACED 6' O.C. FOR MASONRY SUBSTRATES. FASCIA SLIP BOARD SOFFIT MAX. 12•INCH SPAN CHANNEL ASCIA TRIM 1-3/4' TRIM NAIL PAINTED S.S. SOFFIT FACIA BOARD FASCIA CAP 3/4' X 1/4- CROWN STAPLE SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix B ALC15001.4 FL12194-R7 Page 4 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 No. I Installation Detail ALUMINUM COILS, INC soffits Appendix B OPEN RAFTER 3/4' X 1/4- CROWN STAPLE olsr _I SOFFIT STAPLE FACIA BOARD DD IETAI L PATTERN 3/4- X 1/4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN N,—FASCIA CAP 12J-1 CENTER 1JMLOWNACIAli0AR0 d-CHANNEL STAPLE 8' 40NC 1-3/4' TRIM NAILJ PsereradtosofticpAINTEDS.S. 48'withone(1) h8 r. O.C. FASCIA CAP 1/2- r. 3/8• head diameter screw, 4' X 1/4- 16' o.c. OWN STAPLE Sr1FFIT-max. 12-irch span S 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 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 No. I Installation Detail 12JJ-1 & 16JJ-2 189a.. 114' x 1" staples 12' o.c. max A 1 18ga.,114" x 1' staples 24- O.C. Max Diamond Patten ALUMINUM COILS, INC Soffits Appendix B 18ga.. 114' x V staples 24" O.C. max Diamond Paden Detn18 18ga., 114"x 1- staples 12' o.c max Diamond' Patten 18ga,114'xt" staples in horzontal leg of female lop J-Channel 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 13r_' :cry x o oar [sIA T ua NAIL N7TH 3116' HEAD D:A. FASCIA BOARD SPACED 16' C C FASCIA CAP SOFFIT 1' X I-Ir CROWN STAPLE OPEN RAFTER b•C• WN. ILGA T. ICAI! OR 6914 FASCIA BOARD 9GA STt16 fWL MoN SS' HEAD 16F-1 Eh aEWs SOFFIT FASCIA 16F-6 SPACED B*G.C. DETAIL FASCIA UP; REFER TO SOFFIT i FASCIA DETAIL F' (HANNEI SOFFIT; MAX. IV SPAN MASONRY ISUBSTRATE 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 ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail MIN. 3/8" HEAD DIA. NAIL, MIN. 1.25" EMBENDMENT SPACED 24" O.C. FOR WOOD SUBSTRATES. MIN. 14GA T•NAIL OR MIN. 9GA. STUB NAIL WITH 3/8" HEAD DIA., MIN. 5/8" EMBEDMENT SPACED 8" O.C. FOR MASONRY SUBSTRATES. FASCIA SLIP BOARD FASCIA TRIM SOFFIT 16F-3 8 16F4 F" CHANNEL 4Jpod, or orcr*co Plock wall 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 8 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 STKtW `, SOFFIT STAPLE OPEN RAFTER 3/4- X 1/4- 1-1 DIAMOND PATTERN 1 ETAI LrCROWNSTAPSTAPLESD1` USING A DIAMOND _3/Tr r PATTERN FACIA BOARD i i FASCIA CAP 16F-5 3/4- X 1/4- CROWN FACtA BOARD 8' 1-3/4- TRIM NAILSTAPLEONCENTER 1-3/4- TRIM NAIL PAINTED S.S. F' CHANNEL CAN BE PAINTED S.S. 48" FASCIA CAPINSTALLEDWITHTHEO.C. NAIUNG FLANGE UP OR r3/4 X1/4- DOWN WN STAPLE SOFFIT -max. 16-inch span WOOD SOFFIT SUBSTRATE 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 No. I Installation Detail I' X 1H' -Rov/I1 STAPLE INSTAUED 16F-2 & pATMAN asoNO 16F-7 F' CHARM SUBSTRAIE I SW LOUG X 0072' DU+ TROT NAIL WITH 3116' MEAD DIA IAFTIR FASCIA BOX" FASCIA CAP, RUN TO SOFFIT I FASCIA OCIAL 5011I1: MAX. 16' SPAN ALUMINUM COILS, INC soffits Appendix B FASCIA BOARD FASCIA CAP 1' X I!_' u%C:LN STAPLE 4'0:. SOFFIT L FASCIA DETAIL I1rX 1' staples Dlamor,O' Panen 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. 1 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 31ti iOIST FACIA BOARD FASCIA CAP 1-3/4' TRIM NAIL PAINTED S.S. 48' O.C. SoFFrr—max. 16-inch span ALUMINUM COILS, INC Soffits Appendix B 3/4- X 1/4- CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAIL 3/4' X 1/4- CROWN FACIA BOARD STAPLE '8' ON CENTER 1-3/4- TRIM NAIL PAINTED S.S. Al- FASCIA CAP 3/4- X 1/4- CROWN STAPLE SOFFIT J SOFFIT & FASCIA DETAIL 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 No. I Installation Detail A 18ga., 114' x V staples 12" o.c. max 16JJ-1 18ga.,114' x V 3M- staples 24' o.c. max Diamond' Patten 1Channel Deted 8 Wei A ALUMINUM COILS, INC Soffits Appendix B 189a., 114' x 1' staples 24- O.C. Max Diamond Patten annal I ega.,114' x 1- aples 8' o.c. max liamond* Patten 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 ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 18ga., 1/4'x t" oneN rz.FTVt staples 24" ox. max Diamond" Patten I $ga.- 1 /4' x 1' o,ST staples 1 T' o.c. max E B A logo., 1/4' x 1' staples 16' o.c. max and 1 3/4" Long x .072' Dia. Trim J•Channel Nails with WlV Head 4' 3/S 22 5JJ-1 o.c. max Detade I Bga.,1/4- x 1' 316" 18ga.,1/4' x 1staples 24' o.c, max Staples 24- O.C. Max -Diamond' Paden r i Iaga.,114'x 1" staples 12' o.c. max Diamond Panen J• Channel — Deled A ALC15001. 4 FL12194-R7 Page 13 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' TRII1 MAN FASCIA 80ARD PAINTED S.S. 1'1{' CROWN I FASCIA CAP STAPLES SOFFIT /— USING A DIAMOND PATTERN; REFER TO I'af' CROWN STAPLE SOFFIT STAPLE DMOND PATIER13 DETAIL 1 t' TRIM NAIL FASM BOARD 1AIN11D SS. SOFFIT & FASCIA DETAIL 24F-1 & i 24F-4 I'-J" CROWN STAPLE FASCIA CAP; REFER TO SOFFIT A FASCIA \ DETAIL / 6 Neminal i In SrI LBattenAnrboredtoSOFFIT, MAX 2t- F-CNAONEI Rapers viM one Id RNq SAaa' "all at every Rafler / W000 SUBSTRATE— 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 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 wafranty, 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 t TRIM NAIL FASCIA BOARD PAwTED S.S. 14' SMOOTH SHANK FASCIA CAP ROOF NABS SOFFIT CROWN STAPLE It TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT &FASCIA 24F-2 & DETAIL 24F-5 I-x' CROWN STAPLE FASCIA [AP; REFER TO SOFFIT t FASCIA DETAIL Nominal rnT' SYP Batten Anthored to SOFFIT; MAX. TL' F-CHANNEL Rafters with ant Td R4 Shank Nail at every Railer M000 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 L TRIM NAIL FASCIA BOARD PAINTED S.S. 1t.GA t' T-NAILS t FASCIA CAP SOFFIT 1'.1- CROWN STAPLE 1 I- TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT 8 FASCIA DETAIL 24F-3 & 24F-6 t I'rI" CROWN STAPLE FASCIA CAP; REFER t0 SOFFtf A FASCIA Of TAR Nominal 1',r SYP Batten Anchored to SOFFIT; MAX 2P F-CNANNEL Rafters rilb one Td Ring Shank Nail at every Ratter 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 = TRIM "AA FASCIA BOARD PAWTED S.S. r4- CROWN STAPLES FASCIA CAP SOFFITUSINGAOIANOIID PATTCRN: REFER TO t•af • CROWN STAPLE SOFt9t STAPIF [ ANTREVERED DIAMOND PATTERN RAFTER DETAIL FASCIA BOARD 11' TRIM NAIL SOFFIT & FASCIA PAINTEDs.s. DETAIL 24J-1 & Yrl CROWN STAPLE 24J-2 _ FASCIA [AP. REFER T =; u TO SOffR 1 FASCIA ^- DETAIL / ta0n`,I' 2' SYP batam nng 8 \ Kapt" between rafters and SOFFIT: MAX 24' 3/8A1-CHANNEL leeurcma v+tft one j 1170 nnp shank nod sbtcgM•naaed inroUp the ratio$ into Inc ew WOOD SUBSTRATE of lne barren or two (2) 741 i ring anorak nails toe-Ilaeed on / 011e1 Slag of the 00110a1 at DM twennaftf varsemn / 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 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' staples 24' o C. max OPEN RAFTER Diamond' Patten 18ga„ 114" x 1" Oi$T staples 12" o.c. max B A l f t 18 ga., 1/4' x 1 ' staples 19" o.c. max and 1 Y, Long x .072" D1a, Tnr1,, J-Channel NPds with 116' Head 4- 318 o.c max° i e 24JJ-1 189a.,114" x 1' 3Ar staples 24' o c. max 1 @ga.,114' x 1' i y staples 8' ox, max Diamond Patten r J-Channel Deter) 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 189a.,114' x 1• staples 24' Pact max ooea RAFTER /r 'Diamond' Patten 124JJ-2 18 ga., 114" x 1"staples 16" o.c. max and 1 Y4' Long x .072" Dia. Tnm N's wish ins" Head o.c. max 318' W Diamond Patten 189a..114' x t' staples 12' o.c. max annul Detai B 18ga.,114• x 1' 18ga., 114' x V staples 24' o.c. max staples 12' o.c. max Diamond Patten 18ga.,114'x1' staples In horZontaI leg of female lap J-Channel Detail 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, III, 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-ftz or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Kd = 0.85 7. VW, 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 34 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. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix C Design Wind Pressures for Soffits in Exposure B Building Type Zone Mean Roof Height (ft Basic Wind Speed m h 120 130 140 150 160 170 180 190 200 Enclosed 4 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 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 28.6 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 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Negative Loads) 5 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 20.8 24.4 28.3 32.5 37.0 41.7 468 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 56.8 63 3 70.1 Enclosed 4 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 1 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 60 13.1 15.4 17.6 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 1 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 14.71 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 1 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 oohtfft Basic Wind Speed m h 120 130 140 150 160 170 180 190 200 Enclosed 4 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 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 60 27.2 31.9 37.0 42.5 48.3 54.6 1 -61.2 68.2 75.5 Negative Loads) 5 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77 6 30 29.1 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 Enclosed 4 20 13.9 16.3 189 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 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 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 5 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 40 1 16.0 18.8 1 1.8 25.1 28.5 32.2 36.1 40.2 44.5 50 1 16.8 19.7 22.9 26.3 1 29.9 33.7 37.8 42.1 46.7 60 1 17.4 20.5 23.7 27.2 1 31.0 35.0 39.2 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 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 D Building Type Zone Mean Roof Height ft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 Enclosed 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 49.6 56.0 62.8 70.0 77.5 40 29.4 34.5 40.0 45.9 52.2 58.9 661 73.6 81.6 50 30.6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Negative Loads) 5 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 1 -83.4 92.4 30 34.5 1 40.4 46 9 53.8 61.3 69.2 77.5 86.4 95.7 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 Enclosed 4 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 1 21.0 24.3 27.9 31.8 35.9 1 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 31.6 359 40.5 454 50.6 56.1 Positive Loads) 5 20 16.7 19.5 22.7 260 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 1 21.0 24.3 27.9 31.8 35.9 40.2 448 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 45.4 506 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 318" J-Channel 1 3/8" 3/4" 1/8" HEM T -T 3/4" 3/8- ISOMETRIC VIEW 3/8- 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 3/4" 7/81, 1/8" HEM E 1/4" 6"FASCIA 7" BLANK 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 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 16" 04 Soffit 18' BLANK 3 / 8 PROnLE 9DIR; o 0000 oaa 000ro oaoa ooaoa O UCI ALUMINUM COILS, INC Soffits Appendix D 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 12" T4 Soffit 31/8" 7/8" 1 31/8" 7/8" 5/16" 1/2" 1/2" 1/2" 1/2" 1/2" 3/4" 11/8" :3/r/8" c 2:• 7YP e i2r• 70 13. 75" BLANK 3/ 8" PROFILE 2. M' SLF o oaQo ooa ooaa 000a 000ao a000 ALUMINUM COILS, INC soffits Appendix D 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. Florida Building Code Online P https://www.floridabuildiiig.org/pr/pi app_dtl.aspx?parani=wGEVk..; Business & Professional Regulation_ G 6CtS Home I log In I User ReglStratlon I Not Topics ! Submit Surcharge i Stats 6 facts I Pubt cathns I FBC Stag SCIS Sae Map j Lirks 1 Search F ritla I}y Product Approval USER! Pubic User 1.WLf L~n Pl0dttct.4Q2MYA ftQu > MMduLt_gr VqLLSsdtGL > ApplkAtjpf"t > Appgotion Detaa 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 31-14 708) 496-2800 Ext 200 rmetz0010tampabay. rr.com Robert Metz rmetzOOI@tampabay.rr.com Bob Metz REMCO of Pinellas 456 Avila Circle NE Saint Petersburg, FL 33703 727)776-5261 rmetzOO1@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 of 3 4/13/2018, 7:41 AM Florida Building Code Online littps://www. Fl oridabu i Id ing.org/pr/pr_app_dti.aspx?param=wG EVX... Equivalence of Product Standards Certified By Product Approval Method Method i Option A Date Submitted 10/08/2017 Date Validated 10/30/2017 Date Pending FBC Approval Date Approved 11/01/2017 Summary of Products FL 1t Model, Number or Name_ Description7006.1 Cambridge, Cambridge HD, Laminated architectural fiberglass asphalt shingle Blltmore and 811tmore HD manufactured at IKO's Kankakee, IL; Hawkesbury, Ont.; Wilmington, DE; Sylacauga,AL and Toronto, Ont. plants Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL7_Q06 R10 t`q LgUer - AS7Td_2316d_1 tter - 1 Approved for use outside HVHZ: Yes 9-26-2017) from FM,gd Impact Resistant: N/A 006 R10 C CAC =gr - ASTM D3462 letter_ Design Pressure: N/A 9-26-2017),Q4f Other: 10 C CAC Letter - ASTM Etn- letter - 9-26_ 2037D,e4f Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL7L 006 R10 II ttg- 87 2. 1 L Yet_=1n$tallation In tru dons fgr FBC FL7006.0f 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 This Is a 12" x 12" fiberglass asphalt shingle used to cover the hip and/or ndge of an asphalt shingle roof system manufactured at IKO's Kankakee, IL, Toronto, Ont. and y ----- - -— Brampton, Ontario plants. Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL7006 R10 C CAC ASTM D 3462 - Shingle letter Approved for use outside HVHZ: Yes Surveillance Audi LgLaAQo--_(6-28-2,Q1),p4f Impact Resistant: N/A F7006 R10 C CAC Lette A T t 03.1§1_ t r - Design Pressure: N/A 9-261Qj_Z) flQm Fh1.gA Other: FL7000 R10 C CAC Letter - ASTM 03462 le, er - 9-26-2017).Q4( FL7006 R10 C CAC LetteL ASTM ElOB lettgl_ 9_26-20 7),p4f Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL7006 R10 If Hit) and Ridge Cap.Shlrlgle Installation ID9rv-i; 19ftiodf FL7006 R1g_Il IKO-187-02-03 Letter - Installalj InSStl!ctlons for FBC FL7Qp{6Q Verified By: Duc T Nguyen PE 6S034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: T 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 Y Approved for use in HVHZ: Yes FL7006 R10 C CAC Letter - ASTM 03161 letter - Approved for use outside HVHZ: Yes 9-26-20171 from FM.p Impact Resistant: N/A FL7006 R10 C CAC Letter - ASTM D3462 letter - Design Pressure: N/A 9-26-2017),p-d 2 of 3 4/13/2018, 7:41 AM Florida Building Code Online https://www.floridabu ild ing.org/pr/pr_app_dtl.aspx?param=wGEV X...; Other: 17006.4 Marathon Plus AR, Superglass Plus AR Limits of Use Approved for use in HVMZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: FL7Q06 R10 G GAC Letter - ASTM ELO I.etsQr 9-26-2017).pd Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL7006 RIO 11 IIfO_IQ7-02-01 Letter - Installel Lq,,lr n tructions fOr FBC FL7006.pdf FL7006 RIO 11 Roofing-Products-Leadino:Edge-Plus- Applicatlon-E W,pdf Verified By: Duc T Nguyen PE 65034 Created by Independent Third Party: No Evaluation Reports 1 Created by Independent Third Party: 3 tab fiberglass asphalt shingle manufactured at IKO's Brampton, Ontario, Hawkesbury Ont., Toronto, Ont.; Sylacauga, AL and Kanakakee, IL plants Certification Agency Certificate f LZ006 Rj0 C CAC Letter - ASTM D3161 letter - t9_26_201,7-)_from FM.pdf FL7006, R10 C GAC LeSttr_ASTM D3462 letter - 9_26_2017,pdf FL7006 RLO C CAA"etter - ASTM E108 letter - 9-26_2917).pdf Quality Assurance Contract Expiration Date 12/20/2020 Installation Instructions RD-P Rl_0_II IKO-187-02-0 Ietter_Im I atio Instructions for FBC fL7006.odj Verified By: Duc T Nguyen 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: i Newt Qntect Us :: 2601 Mir Stone Road. Thkj)iaAp_qe FL W22 Phone, 9S0.497-1624 The Slate of Flodda Is an AA/EEO employer. CQRy.Mbt 2007.2013 State of Flortla.:: 21filp tat m! :: Accesslbllty Statement :: Refund Statement Under Florida taw, email addresses am public records. If you do rat want your e-mad address released In response to a public -records request, do not suW electronic nag to this entity. Instead, contact the office by phone or try tradtlonal maLL If you have any questions, please contact aS0.497.139S. -Pursuant to section 4SS.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 45S, F.S. must provide the Department with an emaa address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do rot wish to supply a personal address, please provide the Department with an email address which can be made available to the public. 7b determine d you are a licensee under Chapter 45S, F.S., please tack tUr Product Approval Accepts: RM r'— Credit Card Safe 3 of 3 4/ 13/201 S, 7:4 I AM 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_8AGXEFS-2012-11 reformatted 2013-02-rev07/13-Florida) 2) IKO Laminated Shingles Application Instructions EN -Laminated Appins_8TTEFS-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: l +. ' i• . / ` Signed: Brad Grzybo sltl Duc T. u e Managing D rector Florida Rt;glStere Professional Engineer P.E. Number: 65034 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 Consimcdon Materials Technologies, U.C. 6412 Badger OM Tampa, FL 33610 Tet 813.621.5777 Fax: 813.621.5840 e-mafi:maladaistesdng@pdcmi.com WebSlte: hOpJANww.pdcm.com 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 I— I" .—I L 1,112' 14M 1 -- i i SEALING STRIP- G• IAr5--7 IKi- 6- Ila- I NAILS NAILS DO NOT NAIL INTO OR ABOVE THE SEALING STRIP PRI Constnr lion Matedals Technologies, LLC 6412 Badger Drive Tampa. FL 33610 Tel: 813.621.5777 Fox: 813-621.5840 a-ma9: matedaWes8ng@prIcmLcom WebSlte: http:fAv*w.pdant.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 (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 5-7/8". f NAIL LINE 6 sre t - NAILS NAILING - STEEP SLOPES APPLICATION Use six nails as shown. a, FTz n 1 111- CEMENT PROPER APPLICATION REQUIRES THAT THE NAILS PENETRATE BOTH THE OVERLAY AND UNDERLAY PORTIONS OF THE SHINGLE PRI ConsoucUon Materials Tedmologles. LLC. 6412 8adow Drive Tampa. FL 33610 Tet 8t3.621-5777 Fax: 813.821.5M e-mail: materialstesfing@pd=.com WebSlle: hnp:l/www.gicmtcam 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 51/8" (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 ALL APPLICABLE BUILDING CODES, MINIMUM PROPERTY STANDARDS, AND REQUIREMENTS PRIOR TO APPLYING THESE SHINGLES USING THESE APPLICATION INSTRUCTIONS. f ,. tY mm, TAPEA CUB PPo Constmetion Matelots Technotogles. I.I.C. 6412 Badger Drive Tampa, Fl. 33610 TO 813-621-5777 Fax: 813.621.6840 a-ma8: matedalstesdng@prkmtcom WebSlte: htWJfwww.p"Lcom 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 131/4" (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 WO Leading Edge Plus shingles will adhere to the first -course field shingles and help keep them from lifting in high winds. PRI ConsWctbn Materials Technobgles, tiC 6412 Badger Odve Tampa, FL 33610 Tel: 813.821.5777 Faun 813-621-5840 e-fnail: matedalstes6ng@pricmtaom WebSite: httpJA~.pdcml.com Florida Building Code Online https://www.floridabuild ing.org/pr/pr_app_dtl.aspx?param=%vGEVX.:. ) I L 7. Business & Professional Regulation H. SCIS Home I Log Ln i Use, Registration I Hot Topka Submit Surct.rye ( Stats a Facts I Pup6CatbM19 fall Stag aCIS Site Map I Will I search FI rida L a Product Approvalr S I USER: Pubes user Q0tIVR1WDS01CetJ'JlnV > PJpthKt.or.A911 tWnAefi h > 9pakatlaaJAL > Appaatbn Dal r FL # FL2346-R7 Application 'type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Warrior Roofing Manufacturing Address/Phone/Email 3050 Warrior Road Tuscaloosa, AL 35404 205) 553-1734 Ext 115 Steven@WarriarRoofing.net Authorized Signature Steven Crew Steven@WarriorRoofing.net Technical Representative Steven Crew Address/Phone/Email 3050 Warrior Road Tuscaloosa, AL 35404 205) 553-1734 Ext 1024 Steven@WarriorRoofing.net Quality Assurance Representative Steven Crew Address/Phone/Email 3050 Warrior Road Tuscaloosa, AL 35404 205) 553-1734 Ext 1024 Steven@WarriorRoofing.net Category Roofing Subcategory Underlayments Compliance Method Test Report Testing Lab PRI Construction Materials Technologies, LLC Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Explratlon Date 10/05/2021 Validated By Jesus Gonzalez, P.E. Validation Checklist - Hardcopy Received Certificate of Independence EL-NC9Lflt CMTGe(tof IndRpenQgnce,o f Referenced Standard and Year (of Standard) Standard Year ASTM 0226 2009 ASTM D4869 2016 Equivalence of Product Standards Certified By Approved Testing tab FL2346 R7 E uiv FBC 2017 St pads Eq.4jv lgrJty A 1 of 2 4/13/2018, 7:44 AM 40 Florida Building Code Online littps://www.floridabuilding.org/pr/pr_app dtl.aspx?pararn=wGC VX... Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FL # — Model, Number or Name 2346. 1— #15 and #30 roofing felt Method 1 Option 8 01/ 17/2018 01/ 17/2018 01/ 17/2018 04/ 10/2018 Limits of Use Approved for use In HVH2: Yes Approved for use outside HVH2: Yes Impact Resistant: N/A Design Pressure: N/A I Other: Primary roof covering should be Installed i Immediately after felt. Roofing felt is not intended to be an unprotected weathering surface. 12346. 2 15w and 30w roofing felt Limits of Use - ---------- •_. _ ______. Approved for use In HVH2: No Approved for use outside HVH2: Yes Impact Resistant: N/A Design Pressure: N/A Other: Primary roof covering should be installed immediately after felt. Roofing felt Is not Intended to be an unprotected weathering surface. Description ASTM O 226 Tested Installation Instructions FL2346 R7 11 Installationingtr c ong_df Verified By: PRI Construction Materials Technologies, LLC Test Reports Ft2346 R7 TR 15A Test Report. fid FL2346 R7 TR_,3OA Tes[ Report.odf ASTM D 4869 Tested Installation Instructions FL2346 R7 tI lnstallationln5r—ry tlons.Of Verified By: PRI Construction Materials Technologies, LLC Test Reports FL2346 R7 TR 15w Test Report.odf FL2346 R7 TR 30w Test egort.pdf 8adn Nest ContaCt. US :: 28GL8fda•.StoOe.BQA4 Tallahassee FL 32199 fh0mL55 L•18L182AThe State or Florida Is an AA/EEo empbyer. f„Qmdoht2007.2011 State9rElQOda. ;; Privacy Statement ;; ACCeSS bdtr-Stau!MA tt :: 11911011III&ALEMCM Under Florida law, emaa addresses are pubic records. If you do not want your a-mal address released In response to a pubik-records request, do not send electronic mac to this entity. instead, contact the office by phone or by tradtbnal mail. If you have any questions, please contact 850.487.1395. •Pursuant to Section 45S. 275(1), Florida Statutes, effective October 1, 2012, icemees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which an be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click tom. Product Approval Accepts: Credit Card Safe 2 of 2 4/13/2018, 7:44 AM WARRIOR® ROOFING MANUFACTURING P.O. BOX 40165 • TUSCALOOSA, AL 35404 • PHONE (205) 653.1734 • FAX (205) 563.1755 193 LEROY ANDERSON ROAD • MONROE. GA 30655 • PHONE (170) 207.06M • FAX (T70) 207-0775 323 OEVELOPUENT AVENUE • CHAMBERSBURO, PA 17201 • PHONE (717) 709-0323 • FAX (717) 709-002T 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 pattern used on the middle and bottom of the initial course should be used for each subsequent course. For the top of each subsequent course, fasten intermittently to hold the top edge in place until the next course is applied. The fasteners in the bottom of the next course will hold the top of the previous course securely. Continue up the roof in this manner. Be sure to 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 b, length a minimum of two inches as you move up shedding. In the event some wrinkles are created while fastening down a course of felt, slice the wrinkles and fasten them flat to the deck. Then seal the cuts with waterproofing cement. Installation of the primary roof covering (ex. Shingles) is recommended immediately after felt installation. NOTE: LOCAL BUILDING CODES MAY REQUIRE A DIFFERENT FASTENING PATTERN AND/OR SPECIFIC FASTENER TYPES THAN RECOMMENDED BY THESE INSTRUCTIONS. PLEASE CONTACT YOUR LOCAL BUILDING CODE ADMINISTRATOR FOR THE EXISTENCE OF REGIONALLY SPECIFIC FASTENING REQUIREMENTS. CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: S Job Address: ?9 3 1 N' 5 A Historic District: Yes No Parcel ID• Residential W., Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: PI Utyl i vLl 0 . f "t.uj 5 r < Plan Review Contact Person: Title: Phone: Name Street: City, State Zip: Fax: Email: Property Owner Information Phone: Resident of property? : Contractor Information Name L it1)ca- ' p h m6oj efvlet, y Phone: 4111 Tyl'"1 % G t1 Street: ECG' .j ! Fax: City, State Zip: 5 k Uc rL 34 7 ? I State License No.: Name: Street: City, St, Zip: Bonding Company: Address: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE, TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulati ng 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 1053 Shall be inscribed with the date of application and the code in effect as of that date:.5'" Edition (2014) Florida Building Code Revisal: 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 1 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 Sigxxttatureo` on for/Agent tc XtL- It'I)c44- Print Contractor/Agent's Name i P, Dili IL'' Dat$-' 6l,%,ISS10,y•' 7. p #FF 120M : a Contractor/Agent is Personally Produced ID Type of ID _ BELOW IS FOR O.F'FICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: Plumbing - # of Fixtures of Heads Fire Alarm Permit: Yes No UTILITIES: WASTE WATER: FIRE: BUILDING: Revised: June 30. 2015 Permit Application FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE j 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Page 3 Application Number . . . . . 18-00001921 Date 8/20/18 Property Address . . . . . . 3831 NIGHT HERON DR Parcel Number . . . . . . . . 17.20.31.502-0000-2110 Application description . . . NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Permit . . . . . . PLUMBING PERMIT -NEW RESIDENC. Additional desc . . Phone Access Code 1071661 Permit pin number 1071661 Required Inspections Phone Insp Seq Insp# Code Description initials Date 10 322 UNPB PLUMBING UNDERGROUND 10-1000 311 PL03 SEWER 20 312 PL04 TUB SET 1000 313 PLOS PLUMBING FINAL _/_/_ FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Application Number . . . . . 18-00001921 Date 8/20/18 Application pin number . . . 596114 Property Address . . . . . . 3831 NIGHT HERON DR Parcel Number . . . . . . . . 17.20.31.502-0000-2110 Application type description NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Application valuation . . . . 350128 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 18.00 NUMBER OF STORIES 2.00 SQUARE FOOTAGE 3210.00 Permit . . . . . . PLUMBING PERMIT -NEW RESIDENC. Additional desc OLINSCOTT Phone Access CodePermitpinnumberSubContractorLUMBINGSERVICES Permit FeeIssueDate . . Valuation . . . . 0 Expiration Date 2/16/19 Qty Unit Charge Per Extension 18.00 6.0000 EA FIXTURES,WATERHEATR,DRAIN,TRAP 108.00 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 1278.00 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. i CITY OF SANFORD AUG 2 G 2018 BUILDING & FIRE PREVENTION PERMIT APPLICATION application No: T' nn Documented Construction \"alue: S lob Address., _ Historic District- Yes \o Parcel ID: 1 Q ( fesidentialErCommercial Type of Work: New © Additioti AlterationD RepairEl Demo Change of Lase ,love Description of.\York: Plan Review Contact Person: Phone: G Dint) I I-ax:' I CIF snail: Property Owner Information dame P lu- Phone• Title: Street: _ _ k K ,2 Resident of property?: l Contractor Information ami`/"'% Phone: C / lot. Street: 1 r , [ ll y, u ! Fax: q, : I 'D,- c) ( C10,2 City. State Zip:'f 1" 1 rl, i 'i% % I I State License \o. s zle: Street: Cite. St. Zip: Bonding Conipally: address: Architect/ Engineer Information Phone: Fax: Iort, 12c- e Lender: AddreSS: vARNING TO 0\\:AEI:: YOUR FAILURE TO RECORD A NOTICE OF C0MME:\C'EME. T MAY R.I:.;C'L'r IN YOUR t': VISC; TWICE FOR MI'i20VEmEm's TO YOUR PROPERTY. A NOTICE. OF C(:)MMENC'ENIEN'I MUST RE f.ECORJIED A_ND ('OS'CEU O.\ "I'[lE .10!t SITE EE_1'URE "I'hIE I'IIt. INS1'L'C"f10N. IF YOUI\"I'F:.'h TO O'r,'r:\I' FIS:k\ CI\G. CONSULT \vITF•I YOUR LE?SUER OR A.NATTOi:NEY BEFORE' RECORDI:\C YOUR NOTICE OF COMMENCEMENT. n tl• ai•:` 1 . gib'•. in-,_-: tJ clb:ain :1 fit''. :i::.. CO iht li ,:: a u i:!'!::,. .- l :: i':' ai . V, '. ulo to t!:. ITi:1:... e! ?. :........!ice :!:_. :!I{ .t •ri 1:'i:l Et:' ('•:'::ii:i:u is .:l--ti .._..:1a..._ i/i .ii1 !3:1:;_.;.1.. ' 2 l(1:ii:i:!: i!_• tili; jW-: S!ic:iC,t:. I und:•rstacd th:u a separ.w., permit mtut be secured for elcrtrical Murk. ph!rn!lii:_ signs. \%elk, pook. furnaces. Imilers. heaters, tanks, and t!ir conditiuneri: etc. HW I0:. 1 shall br in;t ri!.cd ith the date r•I':,p;ilirati..0 aa@ t!tc C:•r1r in l"i:Cl s. o,` l!::st dat:•:: " Lci;ir•n t:1,1=t I Il.ri.i.l Cuildi.^.^ Ct•d: NOTICE: In addition to the requirements of this perms it. they. trim• be additional restrictions applicable to this properiv that may be found in the public records of this county. and there may be additional perntits required from osier governmenta! entities such a; Neater manaeement districts, state agencies. or federal agencies. Acceptance of permit is verification that I will notif%• the owner of the property of the requirements of Florida Lien Lam., FS 713. The City orS2tilord requires paYtitent of a plait review fee a: ill; tinle of htrn`.it subt-littal. A copy ortht execurerl Contract is required m ord_r tocalculate a plan revir w chart= and will be considered the c;titilate! cct:;tructio ;value of the job at the tirlc of sukminal. nc actual construction value will be based on the c•u<<etu [CC Valuation Table in effw at the ti.nle the p-tra--it is issued, in ccordance \%:Ih l.cal ordinance. Shou d calculated chaM_es fieured off tie executed contract exceed tilt acn:al coustnuctlan. val::!' credit will be applied to your pernit fees when the pernit is is;aed. OWNER'S AFFIDAVI't: 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_ipAzon.Lng. sic:.d:7C: O; \CIS• •. t'iL-CI D3:0 Owne Agent i5 Knciwr to Me or- Prj&_ce•d fD Typ- of ID P;.Sona-Ay hnca-.t•ii to Nit, or Pr0::•.Iced ID T•p: of ID BE.LO«' IS FOR OFFICE USE ONLY d: Pcrrni s Required: Buil; il'.=• Cl l...I l \I ll :iiC l Flitl.t:.lc, Gay r ll t,.g. _ twos Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load:-ol'Stories: New Construction: Electric - = of Anips Fire Sprinkler let'till(: ci .%(, = t:li 1'Ic OPROVA LS: ZONING' E\G!XEERI:NG: CO.Nf IE:\'CS: U T !L.ITIES: FLR;L=: Hun)bint, - - of Fixtures Fire Alarin Permit: Ve: Non SJ'E \\'.-\TC?.: BUILDING: 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 . . . . . 18-00001921 Date 8/20/18 Application pin number . . . 596114 Property Address . . . . . . 3831 NIGHT HERON DR Parcel Number . . 17.20.31.502-0000-2110 Application type description NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Application valuation . . . . 350128 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 18.00 NUMBER OF STORIES 2.00 SQUARE FOOTAGE 3210.00 Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Phone Access Code 1071554 Permit pin number 1071554 Sub Contractor STRADA ELECTRIC & SECURITY Permit Fee . . . . 80.00 Issue Date . . . . 8/20/18 Valuation . . 0 Expiration Date . . 2/16/19 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-BLDG PLAN REVIEW 1278.00 02-CURB CUT/DRIVE - S/F 40.00 O1-FIRE IMP-RS 9-2017 383.81 O1-LIBRARY IMPACT FEE 54.00 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Page 3 Application Number . . . . . 18-00001921 Date 8/20/18 Property Address . . . . . . 3831 NIGHT HERON DR Parcel Number . . 17.20.31.502-0000-2110 Application description . . . NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Phone Access Code 1071554 Permit pin number 1071554 Required Inspections Phone Insp Seq Insp# Code Description Initials Date 10 221 SSB FOOTER/SLAB STEEL BOND 20 212 ELO1 ELEC ROUGH 20-1000 216 TUGP TEMPORARY UNDERGROUND POWER 1000 213 EL02 ELECTRIC FINAL / / W, 01•7SCRIP770/N' AS FURNISHED: Lot 2'l1, WYNDHAM PRESERVE, as recorded in Plot Book 81, Puges 9_1 hrolrgn 102 of the Public Records of Seminole County, Florida. (\ ROUNDARY FORICERTIFIED TO: Park Square Enterprises, LLC (a Delaware Corporation); Winderweedle, Haines, Word & Woodman, PA, Attorneys' Title Insurance fund; Bank of Americo LOT 18H I.Or 187 LOT 189 I S 00'16'57" E e I ---- 1 e 60.00' t----- II 80' LOT 211 V 1 b / 10.00' 14 0. I J 10.00' - i o\ c a ryg•O`" 14 7 s 00 FORMOOARD •-• tWa FOUNDATION v •" UI U tOF-TOP OF W O W o FOMI FOR SA EP40C O W LOT 2t0 LOT 212 03 041... A` 10.00, M1y10i` ? a y14 10.00' 70 T 1• 0E 25.20' 25.20' I0' LRIL. CSMT M1' ----41250' 1 P.C. 1 / titiA S 00'16'57" E (B 10 60.00' MIACKS AS FIIRNISHED ,LYze rDE M 5' 140' LOT) 5' NIGHT H'RON I RI VE15 (75' Lot) Inr -:Tr2EEt M 25' (6U' & 75' LOT) ( 50' PRIVATE R/W) IS' (40' LOT) 25 FRONT SMACK CAN BE REDUCED 10 20' ON CCRTAW LOTS NO MORE THAN PLOT PUN AREA CALCULATIONS 2) IN SUCCESSION AT 20 AND A N/NIAIUA( • - or (7) IN SUCCESSION AT 25' TOTAL LOT AREA 8,900 t SOUARE FEEI — I+RDPC5r.0 . nN5RC0 SPOt GRADE ELEVATIONS FIAIWORK ON/OFF LOT . TOTAL t SOUARE FEET FLATIWRK ' r'Cle OPAINACC MANS DRIVE 403/ 110- 513 3 SOUARE FEET FOUNDAIION/PAD 1.075 I SiXIA`R "I aV I ,7 t SWAIIS Irr, PI70PEISCO DRNNACE FLOW WALKSWALKS 42/300- 3421 SQUARE FEET REAR PATIO IC,' CIIADwC TYPE A FROM PORCH DECK ' 7 t OUARr ; Er. S00 4,2J5/ 250 4,485 t SOUARE FEET POOL DECK NIA 1 tFWARf. SCE, I-, -POSED F.F PER PLANS - 25.1 •r40R: rRONT SIOCINALK AND STRM LOCATION TAKEN FROM PLANS PRONGED By EVENT • mot nrt0 StR0IE0 GA)1_1SEjVkf,'YL'R—SCOFF & _ASSOC., INC. — .LAND SURTII'.3'O.Fc'.S_ 5400 E COLONW. OR ORLANDO. FL. 32807 (407)-277-J2J2 FAX (407)-858-143t; KII •nL. • roW1 a Ln[ ,mEs tr `loii ilrc 'A< : ' w ft LAu wvltu[ t. fN, WOOr4CMD 00[3 W Nffr CO%rr IIMt PO SURHr N[RS RR WANDIASS Or PRC= •Li Foxe• a n[ IVAao• nua u< lc . IPo- WY tt. • xl 0r tpgAR DIVAN[ IR4/650tIIt MK1Mf AtO NMRRS W PWRII Y-11 M1ORIY N11sAStlMtn[ 414L R4RcuNK t4 SLCRM ,If 07/. Itomr St.tyt5 COCrLIL •OAMRI I O. 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LxAEss or.[RIMsc wrm 01. . o- i 1w Iu[f I CCRtrrwa 4r AUIIOWA/Ux Nn IS" m+ ru:L I%fAClt .0CI SGL[ - t• . p0 ORAIM Br, ••• ML•1 i C' :v,{E art aroor I,. Ir2cAr,ItN C[RnrKD Or Ins PLOT PIAN 0A-OJ-20 t0 7:II!-tt• utal•' MRuO(1V7D /00NOAr1PN/[1.FVs 08-17-2018 S117-I'1 arrn c.. • L,.rR Ic»Pc NORTH 1,L. OL4L0UR:\14t0PrftW 000 NOT LIE wrNW ' {\//}` INr rSIAnfrFKEV 100 /FAR IL000 PLANE AS PER TOM' M GRUSEN IER, R L) 117t . w 5C01 . R L, / 4001 11\yr y • MAP / 17117M070 r (00--8-07) CITY OF SANFORD BUILDING 8t FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ 6278.00 Job Address: 3831 Night Heron Dr Historic District: Yes No Parcel ID: 17-20-31-502-0000-2110 LOT 211 Residential ® Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: Install new 3.5 ton HVAC 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 Square Homes 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: City, St, Zip: Bonding Company: Address: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be perfonned 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 or that date: Se Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application t 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 1 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 issuedk OWNER'S AFFIDAVIT: I certify that all of the forehoing information is accurate and that all work will be done in compliance with all applicable laws regulati g gdnstructipn and zoning. I( - Signature orOwner/Agent Date Signature ofantractor/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 Kevin Stine Print CoEctor/Agent 'sName Signature o to KELLY WEBSTER Notary Public - State of Florida Celnlnlselon t4 FF 97E034 My Comm. Expires Apr 4, 2020 Contractor/ Age t Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Construction Type: Occupancy Use: Total Sq Ft of Bldg: Gas Roof Flood Zone: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: ENGINEERING: COMMENTS: FIRE: WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application 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, 15 lightyears 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://tinyurl.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 rhith 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 Envelope Leakage Test Report (Blower Door Test) Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdiction:iC;WO-F &f*Cid Permit#: i$- lag Job Information c n Builder: 4Ae s 4-a-rt Community: Lot: o 1l Address: 3Y3i1 C tf E olti Unit: City: 3"rd State: r zip: -W773 Air Leakage Test ResURS Passing results must meet either the Performance, Prescriptive, or ERI Method OPRESCRIPTIVE METHOD- The budding 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. ERFORMANCE or ERI METHOD- The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding t e selected ACH(50) value, as shown on FORM R405-2017 (Performance) or R406-2017 (ERI), section labeled as Infiltration, sub -section ACH50. ACH(50) specified on Form R405-2017-Energy Colc (Performance) or R406-2017 (ER& e 0 S`' X 60 _ Q = V. C1 Method for calculating building volume: CFM(50) Building Volume ACH(50) O Retrieved from architectural plans PgRASS (Mechanical Ventilation is not required) 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 ANSI/RESNET/ICC 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)(f), (g), or (i) or an approved third parry. 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.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. S.Heating and cooling systems, if installed at the time of the test, shall be turned off. 6.Supply and return registers, if installed at the time of the test, shall be fully open. Testing Company Company Name: 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: 540019 Printed Name of Tester: Aaron Overholt License/Certification #: 2DNAB7 Issuing Authority: RESNET Copy of License / Certificate of the tester must be attached) Duct Leakage Test Report Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition jurisdiction:4,1+t( a.F SA^car-cf Permit#: Job Information Builder..a,rK_ t Community: J%a/&,.*7 Lot: Address: 3S S A4 Jti C p f•1 Unit: City: &4/w State: F1 Zip: V77,7 Duct Leakage Test Results System 1 5y cfm25 System 2 cfm25 System 3 cfm25 Sum of any additional systems cfm25 Total of all 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 () []NO (a) Performance / ERI Method cfm25 (out or Total) To qualify using this method, Qn must not be greater than theSy + 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 Colt) or R406-2017 AS a o4-> 0.03 Duct tightne s ;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)(0, (g) or (i), Florida Statutes. Testing Company Company Name: 15 Lightyears, Inc Phone: (85,5) 438-151 S I 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 method selected above. Signature of Tester: Date of Test: 0 Printed Name of Tester: Aaron Overholt License/Certification #: 2DNAB7 Issuing Authority: RFSNFT Copy of License / Certificate of the tester must be attached) L O U a) C. Vi LM Certificate of Achievement THIS ACKNOWLEDGES THAT Aaron Overholt HAS MET THE STANDARD REQUIRED BY RESNET, AS A CERTIFIED RATING FIELD INSPECTOR R F I # 2GNAB7 Certification Date: 08/07/2018 Certification Expires: 08/07/2021 2 Tim Smith, RESNET Quality Assurance Designee 15 ears RESNET QA Provider # (1998-199)