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Home My WebLink About3969 Night Heron Dr 18-2666; NEW SFHCOUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100005 DATE: June 14, 2018 BUILDING APPLICATION #: 18-10000531 J BUILDING PERMIT NUMBER: 18-10000531 UNIT ADDRESS: NIGHT HERON DRIVE 3969 17-20-31-502-0000-1940 / ` A k TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: / SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: J OC 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: 3969 NIGHT HERON DRIVE / WYNDHAM PRESERVE / SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS, TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit 705.00 ROADS -COLLECTORS N/A Single Family Housing 00 1.000 dwl unit 00 FIRE RESCUE N/A LIBRARY CO -WIDE ORD 00 Single Family Housing 54.00 1.000 dwl unit 54.00 SCHOOLS CO -WIDE ORD Single Family Housing 9,000.00 1.000 dwl unit 9,000.00 PARKS N/A LAW ENFORCE N/A 00 DRAINAGE N/A 00 00 AMOUNT DUE 9,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE, BUT NO LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE• 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT V y ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE Y Parcel ID Number: 17-20-31-502-0000- M 0 Prepared By Daphne Clark and Park Square Homes Return To : 5200 Vineland Road, Suite 200 Orlando, F132811 NOTICE OF COMMENCEMENT. State of Florida. County of Seminole. Permit Number: I [1111M 111111111111111 1111111111111111 iiR'ffl 1 ,'9r°i1._t l'r JEMINOLE COUNT)" CLEFZ11'% OF CIRCUIT COURT C:MPTROLLER CLERK'S T 2CII8068005 REC.,01R xED 06 / 1 4/2018 RE:C0RDIN6 FEES $1000 RECORDED BY tstifl tlI 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 JL Legal Description: WYNDHA PRESERVE, according to the plat thereof, as recorded in Plat Book 81, Page 993-110p2,, of the public records of Seminole County, Florida. Address : / b / G1 d1' ply , Sanford F132773 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. 7. Lender: Park Square Enterprises LLC 5200 Vineland Road, Suite 200, Orlando, F132811 407) 529-3000 N. A. Park Square Homes 5200 Vineland Road, Suite 200, Orlando, F132811 407) 529-3000 Name Fifth Third Bank Address 5050 Kingsley Dr. MD: 1MOC3J Cincinnati, OH 45227 8. Persons within the State of Florida designated by the Owner upon whom notices or other documents may be served as provides by 713.13(1)(a)7., Florida Statutes: N.A 9. In addition to himself, Owner designates the following to receive a copy of the Lienor's Notice as provided in 713.13(1)(b), Florida Statutes. N.A. 10. Expiration date of notice of commencement: One year from the date of recording. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE -FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONSULT YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. 11. Date Signed: Signature of Owner's Agent: 4L11 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. p. amw ,Ao Syr wacti h\SS1 1 019 Notary Public :•...•P\aS pbe o ysa<<ws p1+r'G`! 9- .-.. Daphne Clark COpv Mycommissionexpires: 6/27/19E\EO Serial No. FF209108 Nota gnature: Notary seal: KO` " . 1- IR E 10}1 N v x` CITY OF SkNFORD JUN i O FIRE . P•R 3;w Zrctt> Building & Fire Prevention Division PERMIT APPLICATION Application No Documented Construction Value: $ Job Address: Y o ! r i ','r Hwja ' Historic District: Yes No Parcel ID: 17-20-31-502-0000-il IJ 0 Residentiallz Commercial Type of Work: New Addition[] Alteration Repair Demo Change of Use[] Move Description of Work: NEW SINGLE FAMILY HOME WYNDHAM PRESERVE LOT # 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 City, State Zip: Orlando FL 32811 Fax: State License No.: CRC1330351 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Address: NIA 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, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 61 Edition (2017) Florida Building Code CONTACT DaphneDaphne Clark Revised: January 1, 2018 407-257-6940 Permit Application DiOHMO@ P8rmitsPe rm itsPermits.com 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 govermnental 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. 6A 1(k Signature of Owner/Agent rAte VISHAAL S GUPTA Print Owner/Agent's Name Signature of No ary-State of Florida ate eft O,A.C1ARlt MY C MIU10N N FF 2.01Mor1 Ban9 ATM18Yd N Y ONan Owner/ Agent is YES Personally Known to Me or Produced ID N/A Type of ID Z Q kl Signature of Contractor/Agent t Date VISHAAL S GUPTA Print Contractor/ ' s Name Signature of otary-State of Florida Da e W WW188S 1 If FF 209108 EXPIRES: June 27, 2019 r14a Ool Bonded To Budget Notary Seni m Contractor/Agent is YES Personally Known to Me or Produced ID N/A Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building W Electrical 6a' Mechanical®' Plumbing&f Gas[] Roof Construction Type: g Occupancy Use: Q3 Flood Zone: X -5E;F Total Sq Ft of Bldg: 2-10 Min. Occupancy Load: of Stories: 7- New Construction: Electric - # of Amps 0 Fire Sprinkler Permit: Yes No g # of Heads APPROVALS COMMENTS: ZONING: 416 UTILITIES: ENGINEERING: 'zc- ( 0-14n" FIRE: Ok to construct single family home with setbacks and impervious area shown on plan. 38. y'/o ;Mp . evi s a c fo\ c, - A , Crl_ Plumbing - # of Fixtures ZZ Fire Alarm Permit: Yes No'pn WASTE WATER: BUILDING: % f-/ o"l8 Revised: January 1, 2018 Permit Application d Y OF SXNFORDsl „E ,. Building & Fire Prevention Division y g '' PERMIT APPLICATION FIRE QEPl1RTME\T.': __ Application No: 1 a(P(0(p Documented Construction Value: $ Z 0 , U , 00 Job Address: A 0 ! Y i ,; 4`f ' Ham' di,, DE Historic District: Yes Noa Parcel ID: 17-20-31-502-0000-0 Residential Commercial Type of Work: New Addition[] Alteration Repair Demo Change of Use Move Description of Work: NEW SINGLE FAMILY HOME WYNDHAM PRESERVE LOT # 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 City, State Zip: Orlando FL 32811 Name: Street: City, St, Zip: Bonding Company: N/A Address: Fax: State License No.: CRC1330351 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6" Edition (2017) Florida Building Code 6 ` CONTACT* Daphne Clark Revised: January 1, 2018 407-257-6940 Permit Application 69phM@gPermitsPermitsPermits,com 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. 4' blokk Signature of Owner/Agent D to VISHAAL S GUPTA Print Owner/Agent's Name Signature of No -State of Florida Date My OMISSION # RPM8 oF++ Bon9aATlpttBYd P Y80rvic s l Signature of Contractor/Agent f Date VISHAAL S GUPTA Print Contractor/ 's Name Signature of ootry-State of Florida Da e D. A. CLEIRK W ODWISM IT FF 209108 EXPIRES: June 27. 2019 r1lEa " fle Bonded Ttw Budget Notary Smk% Owner/Agent is YES Personally Known to Me or Contractor/Agent is YES Personally Known to Me 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: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES: A 9 -/yyg WASTE WATER: FIRE: BUILDING: Revised: January 1, 2018 Permit Application REQUIRED INSPECTION SEQUENCE PARK SQUARE HOMES SFR-DETACHED Permit # BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Prepour 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: Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 1 Electric Rough 11000-1 1 Electric Final g'aY(,Ty}.'i tL 1'olxAt' "kSG'rs /1 tR;ic 't ' n9'A" } 71Ik;p 4Y`jksJ}b}i 1L . y'ut V+i'At' t P+Ia?UMBIN I I s xrr?kaµ,fe c F^ xy7,z s, s Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final rt Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 PLANNING & DEVELOPMENT SERVICES DEPARTMENT Flood Zone Determination Request Form Name: Daphne Clark Firm: Park Square Homes Address: 5200 Vineland Road, Suite 200 City: Orlando State: FL Zip Code: 32811 Phone: 407-257-6940 Fax: Email: parksquare@permitspermitspermits.com Property Address: 3969 Night Heron Drive Property Owner: Park Square Enterprises, LLC Parcel identification Number: 17-20-31-502-0000-1940 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) ae OFFICIAL tj NLY s xm m - Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 009O F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone 'A', the best available information used to determine the base flood elevation is: BP# 18-2666 Reviewed by: Michael Cash, CFM Date: June 14, 2018 CITY OF Application for Right -of -Way S ORD6 Utilization Permit PLANNING & DEVELOPMENT 300 North Park Avenue, Sanford, Florida 32771 SERVICES DEPARTMENT Phone: 407.688.5140 Fax: 407.688.5141 This permit authorizes work done in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. It does not approve any work within any other jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the size and location of the existing right-of-way and use shall be provided or application could be delayed. Project Location/Address: 3 V fo mot i%rroh X Aerial Installation Directional Bore Jack & Bore Underground Utilities Roadway open cut -single lane Roadway open cut —multi lane Small Cell/Wireless Co -location New pole r Other (describe): Brief Description of Work: DRIVEWAY FOR NEW SINGLE FAMILY HOME WYNDHAM PRESERVE LOT # Schedule of Work: Start Date: Completion Date: Emergency Repairs - Reason: Excavation Information: Total Length Feet) # Open Roadway Cuts: Aerial Info: Length (Feet) # of Poles (Existing) This Application is submi pd b Signature: y Print Name: VISHAAL S GUPTA New) Firm/Company: VISHAAL S GUPTA - PARK SQUARE HOMES Date: /ZIli 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.cash@sanfordfl.xov I have read and unddee tanndd the aabb ve statement and by signing this applicatio)n/I agree to its terms. Signature: 7 /.Jc/` Date: K/ /Z/// Application No: Fee: Date: Reviewed: Public Works Date: Utilities Date: Engineering Date: n - i; 4- ZO) Inspected By: Date: Conditions*: SCPA Parcel View: 17-20-31-502-0000-1940 http://parceidetaii.scpafl.org/ParcelDetaillnfo.aspx?PID=l 720315020 fw§& t. Parcel Information Property Record Card Parcel: 17-20-31-502-0000-1940 Property Address: 3969 NIGHT HERON DR SANFORD, FL 32773 Parcell 17-20-31-502-0000- 1940IiBRNV --SONIS WC Property Address Mailing 3969 NIGHT HERON DR SANFORD, FL 32773 127 IN SUMMERLIN AVE ORLANDO, FL 32801 Subdivision Name I WYNDHAM PRESERVE Tax District FS 1ANIFORID DOR Use Code Exemptions 00-VACANT RESIDENTIAL 115 z CPA z Seminole County GIS Legal Description LOT 194 WYNDHAM PRESERVE P13 81 PGS 93-102 Taxes Value Summary 2018 Working 12017 Certified Values Values Valuation Method Cost/Market CosttMarket Number of Buildings 0 Depreciated Bldg Value 0 Depreciated EXFT Value Land Value (Market) 51,000 1 $14,000 Land Value Ag Just/Market Value i $51,000 14,000 Portability Adj Save Our Homes Adj o o Amendment 1 Adj 0 0 P&G Adj 0 Assessed Value 51,000 14,000 Tax Amount without SOH: $266.00 2017 Tax Bill Amount $266.00 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment value Exempt Values Taxable Value County General Fund 51,000 0 51,000 Schools 51,000 0 51,000 City Sanford 51,000 0 51,000 SJWM(Saint Johns Water Management) 51,000 0 51,000 County Bonds 51,000 0 51,000 Sales Description i Find Comparable Sales Land Date Book Page No Sales Amount 1 Qualified I Vac/imp 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 194 Pensacola A LHG Bed4Bth3 Loft - W Builder Name: Park Square Homes Street: 3969 Night Heron Drive Permit Office: City of Sanford City, State, Zip: Sanford , FL , Permit Number: # 8 - 2 6 66 07M3v1Owner: Jurisdiction: 69150DesignLocation: FL, Orlando County:: Seminole (Florida Climate Zone 2 1. New construction or existing New (From Plans) 9. Wall Types (3051.3 sgft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1526.00 ft2 b. Frame - Wood, Exterior R=11.0 1278.00 ft2 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=11.0 247.33 ft2 4. Number of Bedrooms 4 d. N/A R= ft2 10. Ceiling Types (1809.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1809.00 ft2 6. Conditioned floor area above grade (ft2) 2570 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A 11. Ducts R= ft2 R ft2 7. Windows(266.1 sgft.) Description Area a. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 6 514 a. U-Factor: Dbl, U=0.55 165.04 ft2 SHGC: SHGC=0.22 b. U-Factor: Dbl, U=0.58 64.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 41.0 SEER:16.00 c. U-Factor: Dbl, U=0.54 37.03 ft2 SHGC: SHGC=0.25 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 39.0 HSPF:9.00 SHGC: Area Weighted Average Overhang Depth: 3.307 ft. Area Weighted Average SHGC: 0.231 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (2570.0 sgft.) 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=0.0 761.00 ft2 None c. other (see details) R= 260.00 ft2 15. Credits Pstat Glass/Floor Area: 0.104 Total Proposed Modified Loads: 71.40 CCPASSTotalBaselineLoads: 75.73 1 7 7 1 hereby certify that the plans and specifications covered by Review of the plans and JJE ST4r this calculation are in compliance with the Florida Energy specifications covered by this indicates v ,0 Code. I ean,JrOLU Digitally signed by Leandro Fuentes calculation compliancelir,'' Fuentes Date: 2018.05.1808:59:00 with the Florida Energy Code. a1„ ' ;; . Q PREPARED BY: 04'00' Before construction is completed 1 DATE: this building will be inspected for compliance with Section 553.908 X I hereby certify that this building, as designed, is in compliance Florida Statutes. ttSt l ColawiththeFloridaEnergyCode. WE T OWNER/AGENT: A BUILDING OFFICIAL: DATE: DATE: r Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.030 On for whole house. 5/18/2018 8:56 AM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5 FORM R4f15-9f117 PROJECT Title: Lot 194 Pensacola A LHG Be Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 2570 Lot # 194 Owner Name: Total Stories: 2 Block/Subdivision: WP of Units: 1 Worst Case: No PlatBook: Builder Name: Park Square Homes Rotate Angle: 0 Street: 3969 Night Heron Drive 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 Blocks 2570 23594.7 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1st 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 ---- ---- 125 ft2 11 0.29 0 0.71 2 Floor over Garage 2nd Floor ---- ---_ 135 ft2 11 0.29 0 0.71 3 Slab -On -Grade Edge Insulatio 1 st Floor 163.5 ft 0 1549 ft2 0.29 0 0.71 4 Floor Over Other Space 2nd Floor ---- ---- 761 ft2 0 0.29 0 0.71 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 2023 ft2 452 ft2 Dark 0.9 N 0.9 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1809 ft2 N N 5/18/2018 8:56 AM EnergyGauge® 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) 1 st Floor 30 Blown 1809 ft2 0.1 Wood WALLS y Adjacent Cavity Width Height Sheathing Framing Solar Below it Ornt To Wall Type Space R-Value F_t-ln Ft In Area R-Value-E action Ahsor.-Grad 1 N Exterior Frame - Wood 2nd Floor 11 44 6 9 0 400.5 ft2 0 0.25 0.8 0 2 N Exterior Concrete Block - Int Insul 1st Floor 4.1 49 0 9 4 457.3 ft2 0 0 0.8 0 3 E Exterior Frame - Wood 2nd Floor 11 26 6 9 0 238.5 ft2 0 0.25 0.8 0 4 E Exterior Concrete Block - Int Insul 1st Floor 4.1 40 0 9 4 373.3 ft2 0 0 0.8 0 5 S Exterior Frame - Wood 2nd Floor 11 44 6 9 0 400.5 ft2 0 0.25 0.8 0 6 S Exterior Concrete Block - Int Insul 1st Floor 4.1 55 0 9 4 513.3 ft2 0 0 0.8 0 7 W Exterior Frame - Wood 2nd Floor 11 26 6 9 0 238.5 ft2 0 0.25 0.8 0 8 W Exterior Concrete Block - Int Insul 1 st Floor 4.1 19 6 9 4 182.0 ft2 0 0 0.8 0 9 Garage Frame - Wood 1 st Floor 11 26 6 9 4 247.3 ft2 0 0.25 0.8 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 W Insulated 1 st Floor None 39 3 8 24 ft2 2 Wood 1st Floor None 39 2 8 6 8 17.8 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. V Wall Overhang Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 n 1 TIM Low-E Double Yes 0.55 0.22 N 15.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 2 e 3 TIM Low-E Double Yes 0.55 0.22 N 6.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 3 e 3 TIM Low-E Double Yes 0.55 0.22 N 15.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 4 e 4 TIM Low-E Double Yes 0.55 0.22 N 32.7 ft2 1 ft 0 in 11 ft 0 in Drapes/blinds None 5 e 4 TIM Low-E Double Yes 0.58 0.25 N 64.0 ft2 8 ft 0 in 1 ft 0 in None None 6 s 5 TIM Low-E Double Yes 0.54 0.25 N 11.7 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 7 s 6 TIM Low-E Double Yes 0.55 0.22 N 32.7 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 8 s 6 TIM Low-E Double Yes 0.54 0.25 N 16.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 9 w 7 TIM Low-E Double Yes 0.55 0.22 N 6.0 ft2 1 ft 0 in 1 ft 0 in None None 10 w 7 TIM Low-E Double Yes 0.55 0.22 N 4.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 11 w 7 TIM Low-E Double Yes 0.55 0.22 N 6.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 12 w 7 TIM Low-E Double Yes 0.55 0.22 N 15.0 ft2 1 ft 0 in 4 ft 0 in Drapes/blinds None 13 w 8 TIM Low-E Double Yes 0.55 0.22 N 16.3 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 14 w 8 TIM Low-E Double Yes 0.55 0.22 N 16.3 ft2 6 ft 0 in 1 ft 0 in Drapes/blinds None 15 W 8 TIM Low-E Double Yes 0.54 0.25 N 9.3 ft2 10 ft 0 in 4 ft 0 in None None 5/18/2018 8:56 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5 Ur)0" QAnG Oni-7 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 426 ft2 426 ft2 56 ft 9.3 ft 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 kBtu/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 V # 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 ft2 2nd Floor 128.5 ft Prop. Leak Free 2nd Floor --- cfm 77.1 cfm 0.03 0.50 1 1 5/18/2018 8:56 AM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2017 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling Jan Feb Mar A r May X Jun X Jul Au Se Oct Nov Dec Heating Jan Feb Mar Apr aIM Jun Jul AuXj SeXj Oct Nov XX DecVentingJanFebXMarAprMayJunJulAugSepOctNovDec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 5/18/2018 8:56 AM 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: 3969 Night Heron Drive 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 EPI_ display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal 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 Instal lation.The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air leakageWindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 5/18/2018 8:56 AM EnergyGauge@ USA - FlaRes2017 - FBC 6th 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 R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E283 at a 1.57 psi (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. 2. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41 °C) or below 55°F (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. 5/18/2018 8:56 AM EnergyGauge@ USA - FlaRes2017 - FBC 6th 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 140°F (38°C to 60°C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water -heating systems to be turned off. R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. 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/watt Any Bathroom, utility room 10 1.4 cfm/watt 90 Bathroom, utility room 90 2.8 cfm/watt Any For SI: 1 cfm = 28.3 L/min. a. When tested in accordance with HVI Standard 916 5/18/2018 8:56 AM EnergyGauge@ USA - FlaRes2017 - FBC 6th 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 heating 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 setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 5/18/2018 8:56 AM EnergyGaugeO USA - FlaRes2017 - FBC 6th 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. 5/18/2018 8:56 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 94 The lower the EnergyPerformance Index, the more efficient the home. 3969 Night Heron Drive, Sanford, FL, 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1526.00 ft2 b. Frame - Wood, Exterior R=11.0 1278.00 ft2 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=11.0 247.33 ft2 4. Number of Bedrooms 4 d. N/A R= ft2 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1809.00 ft2 6. Conditioned floor area (ft2) 2570 b. N/A R= ft2 c. N/A R= ft2 7. Windows- Description Area 11. Ducts R ft2 a. U-Factor: Dbl, U=0.55 165.04 ft2 a. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 6 514 SHGC: SHGC=0.22 b. U-Factor: Dbl, U=0.58 64.00 ft2 SHGC: SHGC=0.25 12. Cooling systems kBtu/hr Efficiency c. U-Factor: Dbl, U=0.54 37.03 ft2 a. Central Unit 41.0 SEER:16.00 SHGC: SHGC=0.25 d. U-Factor: N/A ft2 13. Heating systems kBtu/hr Efficiency SHGC: a. Electric Heat Pump 39.0 HSPF:9.00 Area Weighted Average Overhang Depth: 3.307 ft. Area Weighted Average SHGC: 0.231 8. Floor Types Insulation Area 14. Hot water systems Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 1549.00 ft2 a. Electric EF: 0.9 b. Floor Over Other Space R=0.0 761.00 ft2 b. Conservation features c. other (see details) R= 260.00 ft2 None 15. Credits Pstat 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 features. Builder Signature: Date: ozhr Address of New Home: 3767 /f t AnCoj, Dlj City/FL Zip: 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. 5/18/2018 8:56 AM 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 194 Pensacola A LHG Bed4Bth3 Loft - W Builder Name: Park Square Homes Street: 3969 Night Heron Drive Permit Office: City of Sanford City, State, Zip: Sanford , FL , Permit Number: Owner: Jurisdiction: 691500 Design Location: FL, Orlando COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and an gaps in the air barrier shall be sealed. Y 9 P shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per 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/doorjambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls. Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac 3s. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall 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. I Caulking or other adhesive sealants shall not be used to fill voids between fire sor'nkler cover olates and walls or ceildnas, a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 5/18/2018 8:57 AM EnergyGauge@ USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 wrightsofte Project Summary Entire House One Stop Cooling and Heating Job: Pensacola ALHG Bed4Bt.. Date: Dec 18, 2014 By: MC/LF 7225 Sardscove Court, Sute 1, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OreStopCoolirg.com License: CA0032444 Prolectlnformation r For: Park Square Homes 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 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 20999 Btuh Structure 23090 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 25477 Btuh Use manufacturer's data n Rate/swing multiplier Equipment load 0.98 27938 BtuhInfiltrationsensible Method Simplified Latent Cooling Equipment Load Sizing Construction quality Semi -tight Fireplaces 0 Structure 2838 Btuh Ducts 910 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling none) Area (ft2) 2707 2707 Equipment latent load 3747 Btuh Volume (ft3) 24829 24829 Airchangges/hour 0.28 0.15 Equipment Total Load (Sen+Lat) 31685 Btuh Equiv. AVF (cfm) 116 62 Req. total capacity at 0.75 SHR 3.1 ton Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade TRANE Trade TRANE Model 4TWR60421-11 Cond 4TWR6042H1 AHRI ref 7563302 Coil TEM6AOC42H41++TDR AHRI ref 7563302 Efficiency 9 HSPF Efficiency 13.0 EER, 16 SEER Heating Input Sensible cooling 30750 Btuh Heating output 39000 Btuh @ 47°F Latent cooling 10250 Btuh Temperature rise 26 OF Total cooling 41000 Btuh Actual airflow 1367 cfm Actual airflow 1367 cfm Air flow factor 0.054 cfm/Btuh Air flow factor 0.048 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.88 Capacity balance point = 33 °F Backup: Input = 7 kW, Output = 25142 Btuh,100 AFUE Calculations approved byACCAto meet all requirements of Manual J 8th Ed. Tk wri!U ttsoft- 2018-May-1 8 08:18:07 Right-Sute®Uriversal 2018 18.0.11 RSU23249 Page 1 Plot 194 Pensacola ALHG Bed4Bttfl Loft- W.rLp Calc = W8 Front Door faces: W wrightsoft, Right-JO Worksheet Job: Pensacola ALHG Bed4Bth3 Loft Entire House Date: Dec 2014 By: MC/LF One Stop Cooling and Heating 7225 Sandscove Court, Suite 1, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneStopCoolingoom License: CAC032444 1 Room name Entire House CAFE 2 Exposed wall 305.5 ft 31.5 It 3 Room height 9.2 8 d 9.3 It heaV000l 4 Room dimensions 1.0 x 128.0 ft 5 Room area 2707.3 1112 128.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ft2--q Btuh/ft2) or perimeter ft) Btuh) or perimeter ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12B-Osw 1 0.097 ne 2.31= 2.79 239 208 479 579 0 s 0 b 0 4A5-2ob 0.550 ne 13 09 24.67 6 0 79 148 0 0 0 0 4A5=2ob 0,550 ne 13D9 22.45 4 0 52 90 0 0 0 0 4A5 2ob 0.550 ne 13.04 22.45 6 0 79 135 0 0 0 0 11 G 4A5-2ob 0.550 ne 13.09 22.45 15 0 196 337 0 0 0 0 0.143 ne 3.40 2.85 181 115 393 329 0 0 0 0 4A5-2ob 0.550 ne 13.09 22.45 16 0 214 367 0 0 0 0J 13A-4ocs G 4A5-2ob 0.550 ne 13.09 22.45 16 0 214 367 0 0 0 0 465-2fb 0.540 ne 12.85 26.54 9 0 120 248 0 0 0 0 11 DO 0.390 ne 9.28 12.15 24 24 223 292 0 0 0 0 1213-0sw - 0.097 se 2.31' 2.79 401 386 890 1075 , 0 0 00 G 4A5-2ob = 0.550 se ' 13.09 21:71 15 4 196 326 0 0 0 0 W 13A-4ocs 0.143 se 3A0 2.85 456 456 1551 1300 102 102 348 292 V)/ 12B-Osw 0.097 sw 2.31` 2.79 239 218 502 607 0 0 0 0 I-GG 4A5 2ob 0,550 sw 13.00 20.89 6 3 79 125 0 0 0 0 4A5 2ob 0,550 sw ' 13.09 21.71 15 4 196 326 0 0 0 0 yJ 13A-4ocs 0.143 sw 3.40 2.85 372 275 937 785 121 88 300 252 4A5-2ob 0.550 sw 13.09 22.94 33 0 428 750 33 0 428 750 4A5-2obd 0.580 sw 13.80 15.44 64 128 883 988 0 0 0 0 12B-Osw 0.097 nw 2.31' 2.79 401 389 898 1084 0 0 0 0T-G 4B5-2fb 0 540 nw 12.85 24.01 12 0 150 281 0 0 0 0 Vt/ 13A-4ocs 0.143 nw 3.40 2.85 512 463 1575 1320 70 70 237 199 4A5-2ob 0.550 nw 13.09 22.45 33 0 428 734 0 0 0 0 I-CG 485-2fb 0.540 nw 12.85 24.01 16 0 206 384 0 0 0 0 P 12C Osw 0,091 2.17 1.48 246 229 495 338 i. 0 0 0 0 L-D 11 DO 0.390 n 928 12.15 18 18 166 217 0 0 0 0. C 1613-30ad 0.032 0.76 1.75 1804 1804 1374 3155 0 0 0 0 F 19A-Obscp i" 0.295 2.64 1.95 125 125 330 244 0 0 0 0' F 19C-19cscp 0.049 0.40 0.30 134 134 54 40 0 0 0 0 F 22A-cpm 1.180 28.08 0.00 1545 164 4592 0 128 32 885 6 c) AED excursion 11741 1 1 1 177 Envelope loss/gain 1 17978 18143 1 1 2198 1669 12 a) Infiltration 3021 1197 316 125 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants 230 5 1150 0 0 Applianoescother 2600 0 Subtotal (lines 6 to 13) 20999 23090 2515 1795 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 20999 23090 2515 1795 15 Ductloads 21% 24% 4478 5535 21 % 24%1 536 430 Total room load 25477 28625 3051 2225 Air required (ctm) 13671 1367 164 106 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. t -- wrightsoft^ 2018-May-1 8 08:18i07 Rigfd-Sute®Universal 201818.0.11 RSU23249 Page1AGt ._ P\Lo1194 Pensacola A LHG Bed4Bth3 Loft- W.rcp Calc- W8 Front Door faces: W AL wrightsofttt Right-J® WOPkSh@et Job: Pensacola ALHG Bed4Bth3 Loft Entire House Date: Dec 2014 By: MC/LF One Stop Cooling and Heating 7225 Sandscove Court, Suite 1, Wirter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneStopCpoling.com License: CAC032444 1 Room name DROP FAM 2 Exposed wall 0 ft 13.5 it 3 Room height 9.3 It heaUmol 9.3 ft heaticool 4 Room dimensions 5.0 x 5.0 It 13.5 x 17.0 It 5 Room area 25.0 f12 229.5 it' Ty Construction 0-value Or HTM Area (ft2) Load Area (ft2) Load number Btu h/fl2-`F) Bluh/ft2) or perimeter ft) Btuh) or perimeter ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12B-Osw 0,097 ne 2.31 2,791 0 0 0 0 0 0., 0 0' 4A5-lob 0.550 ne 13.09 24.67 0 0 0 00 00 00 40 0 4A5 lob 0.550 ne 13.09 22.45 _ 0 0 0 0_ 4'A5 lob 0,550 ne 13.09 22.452 0 0 0 0 0 0 0 1 1 4A5-2ob O'.550 ne 13.09 22.45 0 0 0 0 0 0 0 0 13A-4ocs 0.143 ne 3.40 2.85 0 0 0 0 0 0 0 0 4A5-2ob 0.550 ne 13.09 22.45 0 0 0 0 0 0 0 0 4A5-2ob 0.550 ne 13.09 22.45 0 0 0 0 0 0 0 0 4135-21`b 0.540 ne 12.85 26.54 0 0 0 0 0 0 0 0 D 11 DO 0.390 ne 9.28 12.15 0 0 0 0 0 0 0 0 1213Osw ;' 0 097 se 2.31 2.79 0 0 0 0 0 0 0 0 G' 4A5.2ob . -' 0.550 se 13 09 21.71=...0 0 0 0 0 0 0 0 W 13A-4ocs 0.143 se 3.40 2.85 0 0 0 0 0 0 0 0 12& 0sw " " 0.097 sw 2.31 2.79 ' 0 0 0 0 0 0 0: 0 4A5 2ob 0.550 sw 13.09 20.89 0 0 0 0 0 0 0- 0 4A52ob 0.550 sN_- 13.09' 21.71 0 0 0 0 0-:Pi, 0 i Q b 13A- 4ocs 0.143 sw 3.40 2.85 0 0 0 0 126 62 209 176 4A5- 2ob 0.550 sw 13.09 22.94 0 0 0 0 0 0 0 0 4A5- 2obd 0.580 sw 13.80 15.44 0 0 0 0 64 64 883 988 1213- 0sw „: , 0.00 nw 2.31 2.79 , 0 0 0 0 0 0 01 0. 4B5- 2fI5" 0540 I, nw I 12.85 24.01 _ D 0 0 0 0 0 0: 0' Vt/ 13A-4ocs 0.143 nw 3.40 2.85 0 0 0 0 0 0 0 0 4A5- 2ob 0.550 nw 13.09 22.45 0 0 0 0 0 0 0 0 4135- 2fb 0.540 nw 12.85 24.01 0 0 0 0 0 0 0 0 P 12C Osw 0:091 2.17 1.48 0 0 0 0 0 0 0 01 D 11 DO 0390 n 9.28 12.15 0 0 0 0 0 0 0 0 C 1613-30ad 0.032 0.76 1.75 0 0 0 0 0 0 0 0 F 19A Obscp, n,i„ 0295 2.64 1.95',, 0 0 0 0 0 0 0' 0 F 19C 19cscp 0.049 0.40 0.30 0 0 0 0 0 0 0 0 F 22A-cpl .. `' 1.180 28.08 0.00 25 0 0 0 d 230 1¢ 379 0 6 c) AED excursion 0 766 Envelope loss/ gain 0 0 1472 1929 12 a) Infiltration 0 0 136 54 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Appliances/other 0 900 Subtotal (lines 6to 13) 0 0 1608 2883 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 148 137 203 180 14 Subtotal 148 137 1810 3062 15 Dud loads 21%1 249/6 31 33 21 %1 386 734 Total room load 179 170 2196 3796 Air required ( cfm) 10 8 118 181 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. ri wrightsoft^ 2018-May-1 8 08:18:07 f liffk Rig ht-Sute®Universal 201818.0.11 RSU23249 Page P\Lot 194 Pensacola A LHG Bed4Bth3 Loft- W.rrp Calc= MJ8 Front Door faces: W Al.. wrightsoft* Right-M Worksheet Job: Pensacola ALHG Bed4Bth3 Loft Entire House Date: Dec 2014 By: MC/LF One Stop Cooling and Heating 7225 Sandscove Court, Sule 1, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OmStopCooling.com License: CAC032444 1 Room name FLEX FOY 2 3 Exposed wall Room height 30.0 It 9.3 ft heaV000l 6.0 9.3 It It heaV000l 4 5 Room dimensions Room area 13.5 x 168.8 ft2 12.5 ft 6.5 x 18.5 ft 120.3 ft2 Ty7Comnon U-value Btuh/112-`q Or HTM Btuh/ft2) Area (ft2) or perimeter (ft) Load Btuh) Area (ft2) or perimeter (ft) Load Btuh) Heat I Cool Gross I N/P/S Heat Cool Gross I N/P/S Heat I Cool F 19C-19csc13 F 22A-cpm u.osu ne msua cc.v0 v 0.143 ne 3.40 2.85 126 9 0.550 ne 13.09 22.45 16 0.550 ne 13.09 22.45 16 0.540 ne 12.85 26.54 0 0.390 ne 9.28 12.15 0 0.097 se 2.31' 2.79 0 0.550 se, 13.09 21.71 0 0.143 se 3.40 2.85 37 3 0.097 sw, 2.31'i 2.79 0 0.550 sw' 13.09 20.89 0 0.550 sw 13.09 21.71 0 0.143 sw 3.40 2.85 0 0.550 sw 13.09 22.94 0 0.580 sa 13.80 15.44 0 0.097 nw' 2.31 2.79 0 0.540 nw' 12.85 24.01 0 0.143 nw 3.40 2.85 116 11 0.550 nw 13.09 22.45 0 0.540 nw 12.85 24.01 0 0,091 2.17 1.48 0 0.390 n 928 12.15 0 0.032 0.76 1.75 169 t E 0.295 2.64 1.95 0 0.049 0.40 0.30 0 1.180 28.08 0 00 169 316 265 56 22 76 64 214 367 0 0 0 0 214 367 0 0 0 0 0 0 9 0 120 248 0 0 24 24 223 292 0 0 0 0 0--0 0 0 0 0' 0 0 127 106 0 0 0 0 0 0 0 0= 0 0. 0 0 0 1 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 p 0 0 0 0 0 0 0 0 1 0' 0 0 396 332 0 0 0 0 0 0 0 0 0 0 01 6 c) AED excursion -67 1 F 1 -26 Envelope loss/gain 2237 1665 1 1 719 667 12 a) Infiltration 301 119 60 24 b) Room ventilation 0 0 0 0 13 Internal gains: Occpants@ 230 0 0 0 0 Appliances/other 0 0 Subtotal (I ines 6 to 13) 2538 1784 779 691 Less external load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 265 235 779 691 14 Subtotal 2803 2019 0 0 15 Ductloads 21%1 240% 598 484 21 % 24% 0 0 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. w nigh Tso1 t^ 2018-May-18 08:18:07 Rig ht-SUIe®Universal 201818.0.11 RSU23249 Page P\Lo1194 Pensacola ALHG Bed4Blh3 Loft- W.rup Calc = MJ8 FrortDoor faces: W r- wrightsoft' Right-JO Worksheet Job: Pensacola Bed46th3 Loft Entire House Date: DecD12014 By: MC/ LF8, One Stop Cooling and Heating 7225 Sandscove Coul, Suite 1, Wirier Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOneStopCooling.com License: CAC032444 1 Room name H1 H2 2 Exposed wall O ft O ft 3 Room height 9.3 ft heat/cool 9.3 ft heat/000l 4 Room dimensions 12.5 x 3.5 It 12.0 x 4.0 It 5 Room area 43.8 ftz 48.0 ft2 Ty Construction U-value Or HTM Area (111) Load Area (Rz) Load number Bt jM -cq Bfuh4lz) or perimeter (tt) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6- 12& Osw 0.097 ne;; 2.31" 2.79 0 0 0 0 0 0 I 0 A. 0 0- 0 0 4A5-2ob 0.5 0 ne 13.09. 22.45 0 0 0' 0' 0 0 0 0 4A572ob 0. 550 ne 13.00 22.45 0 0 0 0'' 0 0 0 0 11 4A5 2ob O'.550 ne 13.09' 22.45 0 0 0 0 0 0 0 0 13A-4ocs 0.143 ne 3.40 2.85 0 0 0 0 0 0 0 0 4A5-2ob 0.550 ne 13.09 22.45 0 0 0 0 0 0 0 0 4A5-2ob 0.550 ne 13.09 22.45 0 0 0 0 0 0 0 0 4135-21b 0.540 ne 12.85 26.54 0 0 0 0 0 0 0 0 D 11 DO 0.390 ne 928 12.15 0 0 0 0 0 0 0 0 A/ 1213- 0sw 0.097 se. 2.31, 2.79 0 0 0 0 0 0 0 0 L-G 4A5 2ob . .. 0.550 se 13.09- 21.71 0 0 0 0 0 0 0 0 W 13A- 4ocs 0.143 se 3.40 2.85 0 0 0 0 0 0 0 0 12&0sw 0 097 sw 2.31 2.79 0 0 0 0 0 0 0 0 4A5-2obz, 13.09 4A5 2ob 0550 sw :, 13.09 2i.89' 0 0 0 0 0 0 0 0 13A-4ocs 0.143 sw 3.40 2.85 0 0 0 0 0 0 0 0 4A5-2ob 0.550 sw 13.09 22.94 0 0 0 0 0 0 0 0 4A5-2obd 0.580 sw 13.80 15.44 0 0 0 0 0 0 0 0 t--G 12BOsw - 0. 097 nw 2.31 2.79 0 0 0 0 0 0' 0 0 4B5 2fb, 0540 nw 12.85 24.01 0 0 0 0 0 0- 0 0 VI/ 13A- 4ocs 0.143 nw 3.40 2.85 0 0 0 0 0 0 0 0 T-G 4A5-2ob 0.5501 nw 13.09 22.45 0 0 0 0 0 0 0 0 C 1613- 30ad 0.032 0.76 1.75 0 0 0 0 0 0 0 0 F .. :. 19A- 0bscp '. 0295 2.64 1.95 0 0 0 0 0 0 0 0 F 19C- 19cscp 0.049 0.40 0.30 0 0 0 0 0 0 0 0 F ... ....... 22A- gxn 1180 28.08 0.00 44 0 0 0 48 0 0 0 6 c) AED excursion 0 13 Envelope loss/ gain 0 0 369 343 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Applianoesrother 0 0 Subtotal(lines 6to13) 0 0 369 343 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redishibution . 0 0 369 343 14 Subtotal 0 0 0 0 15 Ductloads 21 % 24% 0 0 21 % 24% 0 0 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. Aea- wrigi tsoft° 2018-May-1 8 08:18:07 Rigfi-Suite® Universal 2018 18.0.11 RSU23249 4CP. Page 4 P\Lol194PersacolaALHGBed4BltflLoft - W.rup CaIc=MJB Front Door faces: W wrightsoftp Right-JO Worksheet Job: Pensacola ALHG Bed4Bth3 Loft rfr Entire House Date: Dec 2014 By: MCILF One Stop Cooling and Heating 7225 Sandscove Court, Suite 1, W irter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOreStopCooling.com License: CAC032444 1 Room name Krr LAUN 2 Exposed wall 15.5 It 10.5 ft 3 Room height 9.3 It heat/cool 9.3 ft heat/000l 4 Room dimensions 1.0 x 190.5 ft 1.0 x 73.3 It 5 Room area 190.5 ft' 73.3 W Ty Construction U-value Or HTM Area (fF) Load Area (fF) Load number Btuh/ft2-4l Btuh/ftz) or perimeter ft) Btuh) or perimeter ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12&6sw 11 0.097 ne'" 2.31 2.79 O 0 0 0 0 0 0 0 4A5-2ob 0.550 ne 13.09 24.67 0 0 0 0 0 0 0 0 4A5 2ob 0.550 ne 13.09 22.45 0 0 0 0 0 0 0 0 4A5-2ob 0.550 ne 13.09 22.45 0 0 0 0 0 0 0 0 11 4A5 2ob 0.550 ne 13.09 22.45 0- 0 0 0 0 0- 0 0 13A-4ocs 0.143 ne 3.40 2.85 0 0 0 0 0 0 0 0 4A5-2ob 0.550 ne 13.09 22.45 0 0 0 0 0 0 0 0 4A5-2ob 0.550 ne 13.09 22.45 0 0 0 0 0 0 0 0 4B5-2fb 0.540 ne 12.85 26.54 0 0 0 0 0 0 0 0 D 11 DO 0.390 ne 9.28 12.15 0 0 0 0 0 0 0 0 Vf1 12&Osw 0.097 se 2.31 2.790 0 0 0 0 0 0 0 c---G 4A5-2ob 0.550 se 13.09 21.71 0 0 0 0 0 0 0 0 W 13A-4ocs 0.143 se 3.40 2.85 144 144 491 411 98 98 332 279 12&Osw 0.001 sw 2.31 2.79 0 0 0 0 0 0 0 0 4A5 2ob 0,550 sw 13.09 20.89 0 0 0 0 0 0 0 0 4A5 2ob 0.550 sw 13.09 21.71 6 0 0 0 0 0 0 0 Vt/ 13A-4ocs 0.143 sw 3.40 2.85 0 0 0 0 0 0 0 0 4A5-2ob 0.550 sw 13.09 22.94 0 0 0 0 0 0 0 0 4A5-2obd 0.580 sw 13.80 15.44 0 0 0 0 0 0 0 0 1213-0sw 0.097 nw 2.31 2.79 0 0 0 0 0 0 0 0 L 4B5-2fb 0.540 nw 12.85 24.01 0 0 0 0 0 0 0 0 13A-4ocs 0.143 nw 3.40 2.85 0 0 0 0 0 0 0 0 G 4A5-2ob 0.550 nw 13.09 22.45 0 0 0 0 0 0 0 0 L-G 4135-21b 0.540 nw 12.85 24.01 0 0 0 0 0 0 0 0 P 12C Osw 0,091 2.17 1.48 0 0 0 0 74 74 161 110' LD 11 D0 0.390 n 926 12:15 0 0 0 0 0 0: 0 0 C 1613-30ad 0,032 0.76 1.75 0 0 0 0 , 0 0 0 0 F 19A Obscp 0295 2.64 1.95 f 6 0 0 0 0 0 0 0 F 196-19= 0.049 0.40 0.30 0 0 0 0 0 0 0 0 F 22A gxri 1.180 28.08 0.00 191 16 435 0 73 11 295 0 6 c) AED excursion 60 34 Envelope losstgain 926 351 788 355 12 a) Infiltration 156 62 105 42 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Applianceslother 1200 500 Subtotal (lines 6to 13) 1082 1613 894 897 Less external load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 118 110 14 Subtotal 1082 1613 1012 1007 15 Dud loads 21 % 24 % 231 387 21 % 24 % 2161 241 F1Total room load 1312 1999 1228 1248 Air required (dm) 70 95 66 60 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. t -- wrightsoft^• 2018-May-1808:18:07 Right-SuteOUriversal201818.0.11 RSU23249 Page5 A ...P\Lot 194 Pensacola ALHG Bed4Bth3 Loft- W.rup Calc - MJ8 Front Door faces: W wrightsoft, Right-JO Worksheet Job: Pensacola ALHG Bed4Bth3 Loft Entire House Date: Dec 18, 2014 By: MC/LF One Stop Cooling and Heating 7225 Sandscove Court, Suite 1, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOneStopCooling.com License: CAC032444 1 Room name NEED NBTH 2 Exposed wall 16.5 it 11.5 It 3 Room height 9.3 ft heat/cool 9.3 ft heaYbool 4 5 Room dimensions Room area 13.5 x 16.5 ft 222.8 ft2 1.0 x 141.3 ft 141.3 ft2 Ty Construction U-value Or HTM Area (it) Load Area (112) Load number Btu"2-19 Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat I Cool Gross I N/P/S Heat I Cool Gross I N/P/S Heat I Cool 6 1213-0sw 0097 ne 2.31 2.79 0 0; 0 0 0 0 0 Q 4A5-2ob 0550 ne 13.09 24.67 0 0 0 0 0 0 0' 0' 4A5 2ob 0.550 ne 13,09 ' 22.45' 0 0 0 0 0 0 0' 0' 4A5 2ob 0550 ne 13;09' 22.45 0 0 0 0 0 0 0 0' 11 4A5-2ob 0.550 ne 13.09 22.45 0 0 D 0 0 0 i.. - _0 0 13A-4ocs 0.143 ne 3.40 2.85 0 0 0 0 0 0 0 0 4A5-2ob 0.550 ne 13.09 22.45 0 0 0 0 0 0 0 0 4A5-2ob 0.550 ne 13.09 22.45 0 0 0 0 0 0 0 0 465-2fb 0.540 ne 12.85 26.54 0 0 0 0 0 0 0 0 D 11 DO 0.390 ne 928 12.15 0 0 0 0 0 0 0 0 ViJ 12B-Osw 0.097 se 2.31 ' 279 0 0 0 0 0 0 0' 0 4A5-2ob 0.550 se 13.09.. 21.71 0 0 0 0 0 A 0 0'. W 13A-4ocs 0.143 se 3.40 2.85 0 0 0 0 0 0 0 0 126-0sw 0.097 sw 2.31 2.79 _. 0 0 0 0 0 0 0' A 4A5 2ob 0.550 sw 13.09 20.89 ;-: 0 0 0 0 0 00 D 4A52ob 0.550 SW 13.09' 2171 0 0 0 0 0 0 4 0 V)/ 13A-4ocs 0.143 sw 3.40 2.85 0 0 0 0 0 0 0 0 4A5-2ob 0.550 sw 13.09 22.94 0 0 0 0 0 0 0 0 4A5-2obd 0.580 sw 13.80 15.44 0 0 0 0 0 0 0 0 V)I 1213-0sw 0097 nw 2.31 2.79 0 0 0 0 0 0 0 0 t-G 4135-2fb.. 0,540 nw 12.85 24.01 0 0 0 0 0 0 0' 0 V)J(13A-flocs 0.143 nw 3.40 2.85 153 121 411 345 107 91 310 259 G` T 4A5-2ob 0.550 nw 13.09 22.45 33 0 428 734 0 0 0 0 4B5-2fb 0.540 nw 12.85 24.01 0 0 0 0 16 0 206 384 P 12COsw-. - 0.091 217 1.48 0 0 0 0 0 0 0 0 D 11 DO 0,390 n 928 ` 12.15 0 0 10 ....... 0. 0 0 0 0, C 16B-30ad 0.032 0.76 1.75 223 223 170 390 141 141 108 2.47 F 19A-0bscp 0295 2.64 1.95':. 0 0 0 0 33,,,. 0 0 0 0; F 19C-19csco 0.049 0.40 0.30 0 0 0 0 0 0 0 0 6 c) AED excursion 213 141 Envelope loss/gain 1472 1681 946 1031 12 a) Infiltration 166 66 115 46 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 2 460 0 0 Applianoes/other 0 0 Subtotal (lines 6 to 13) 1638 2206 1061 1077 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 312 276 0 0 14 Subtotal 1949 2483 1061 1077 15 Ductloads 21 % 24% 416 595 21%111 24% 226 258 Total room load 2365 3078 1287 1335 Air required (cfm) 127 147 69 64 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. via- 2018-May-1808:18:07 AG F M' Right-Sule®Universal201818.0.11 RSU23249 Page P\Lot 194 Persacola ALHG Bed4Bth3 Loft- W.rcp Cale = W8 Front Door faces: W Job: Pensacola ALHG Bed46th3 Loft wrightsoft, Right-JO Worksheet Entire House Bate: Dec 2014 By: MC/LF One Stop Cooling and Heating 7225 Sandscove Court, Sute 1, W irter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneSlopCooling.com License: CAC032444 1 Room name Mc MWIC 2 Exposed wall 3.0 ft 25.5 ft 3 Room height 9.3 It heaV000l 9.3 It heaV000l 4 Room dimensions 4.0 x 5.5 ft 1.0 x 86.5 It 5 Room area 22.0 ft2 86.5 ft' Ty Construction U-value Or HTM Area (ft) Load Area (112) Load number 13tuh/ft2-cR Btuh/ft2) or perimeter ft) Btuh) or perimeter ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 1213Osw 0.097 ne '' 2.31 2.79 ' 0 0 0 0 0 0 6 0 4A5- 2ob 0.550 ne 13.09 24.67 0 0 0 0 0 0 0 0 4A5- 2ob 0.550 ne 13.09 22.46 0 0 0 0 0 0 0 0' 4A5 2ob 0,550 ne 13.09 22.45 0 0 0 0 0 0 0 0 11 4A5-2ob 0.550 ne 13.09 22.45 0 0 0 0 0 0 0 0" 13A- 4ocs 0.143 ne 3.40 2.85 0 0 0 0 0 0 0 0 G 4A5-2ob 0.550 ne 13.09 22.45 0 0 0 0 0 0 0 0 G 4A5-2ob 0.550 ne 13.09 22.45 0 0 0 0 0 0 0 0 4B5- 2fb 0.540 ne 12.85 26.54 0 0 0 0 0 0 0 0 D 11 DO 0.390 ne 928 12.15 0 0 0 0 0 0 0 0 Osw " + a.097 se 2.31` 2.79 0 0 0 0 0 0 0 0' f126G4A5-2ob" 0.550 se 13.00 21.71 0 0 0 0 0 0 0 0 W 13A-4ocs 0.143 se 3.40 2.85 28 28 95 80 47 47 158 133 V) J 1213-0sw 0.097 sw 2.31 2.79 0 0 0 0 0 110 0 0 4A5- 2ob 0.550 sw' 13.09 20.89 0 0 0 0 0 0 0 0'. 4A5 2ob 0.550 sw 13.09 21.71 0 0 0 0" 0 0 0 0 V)/ 13A-4ocs 0.143 sw 3.40 2.85 0 0 0 0 126 126 427 358 4A5- 2ob 0.550 sw 13.09 22.94 0 0 0 0 0 0 0 0 C4A5- 2obd 0.580 sw 13.80 15.44 0 0 0 0 0 0 0 0 Val 12B-Osw ' 0.097 nw 2.31= 2.70 ' 0 0 0 0 0 0 0 0 G 465 21b 0.540 nw' 12:85 24.01 0 0 0 0 0 0 0 0 Val 13A-4ocs 0.143 nw 3.40 2.85 0 0 0 0 65 65 222 186 G 4A5-2ob 0.550 nw 13.09 22.45 0 0 0 0 0 0 0 0 l- C 4B5-2fb 0.540 nw 12.85 24.01 0 0 0 0 0 0 0 0 P 12C-0sw 0.091 2.17 1.48 0 0 0" 0 0 0 0 0 i- D 11 DO 0.390 n 9.28 12.15 0 0 0 6 0 0 6 0' C 161330ad 0,032 0.76 1.75 22 22 17 38 87 87 66 151 F 19A- Obkp j„ 0.295 2.64 1.95 0 0 0 0 0 I 0 0 0' F 19C- 19csoa 0.049 OAO 0.30 0 0 0 0 0 0 0 0 F 22A- qxn 1.180 28:08 0.00 22 3 84 0 87 26 716 0 6 c) AED excursion 5 34 Envelope loss/ gain 196 113 1589 794 12 a) Infiltration 30 12 256 101 b) Room ventilation 0 0 0 0 13 Internal gains: Oocupants@ 230 0 0 0 0 Appliances/other 0 1 0 Subtotal (I ines 6 to 13) 226 125 1845 896 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 226 125 1845 896 15 Dud loads 21 % 24% 48 30 21 % 24 % 393 215 Total room load 274 155 2239 1110 Air required ( cfm) 15 7 120 53 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. r}r- wrtgl tsoft^ 2018-May-1 8 08:18:07 Rig WSrite@Universal 201818.0.11 RSU23249 Page 4C P....P\Lot 194 Pensacola ALHG Bed4Bth3 Loft- W.r p Calc = MJ8 Front Door faces: W wrightsoftty Right-JO WOrkSheet Job: Pensacola ALHG Bed4Bth3 Loft Entire House Date: Dec 18, 2014 One Stop Cooling and Heating By: MC/LF 7225 Sandscove Court, Sute 1, W irter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OreStopCooling.com License: CAC032444 1 Room name PWD STR1 2 Exposed wall O ft O ft 3 Room height 9.3 ft heaV000l 9.3 ft heaVmol 4 5 Room dimensions Room area 5.5 27.5 ft2 x 5.0 ft 3.5 17.5 ft2 x 5.0 ft Ty Construction U-value Or HTM Area (ft) Load Area (ft2) Load number Btuh/12-19 Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat I Cool Gross I N/P/S Heat I Cool Gross I N/P/S Heat I Cool 6 12B-Osw 0.097 ne 2.31 2.79 0 0 0 0 0 0 0 0 4A6lob 0;550 he 4 13.09 24.87 m:0 0 0 0 0 0 Q 0 s 550 ne € 13.09 22.45 0 0 0 0 0 0 0' 0' 4A5 lob 0,550 ne 13.09 I„ 22.45 0 0 0 0 0 0 0 0 1 1 4A5 lob 550 ne 13.09 ; 22.45 0 0 0 0. 0 0 0 0. 13A-4o s 0.143 ne 3.40 2.85 0 0 0 0 0 0 0 0 4A5-2ob 0.550 ne 13.09 22.45 0 0 0 0 0 0 0 0 4A5-2ob 0.550 ne 13.09 22.45 0 0 0 0 0 0 0 0 4B5-21b 0.540 ne 12.85 26.54 0 0 0 0 0 0 0 0 D 11 DO 0.390 ne 9.28 12.15 0 0 0 0 0 0 0 0 126.Osw 0097 se, 2,31 2,79 D 0 0 0 0 0 ; , 0 0' W 4 ... 0550 se 13.09 21.71 '... 0 E 0 0 0 0 0 ._ p I_Q, 1' A5-2ob 3A-4ocs 0.143 se 1 3.40 2.85 0 0 0 0 0 0 0 0 13A-40cs 0.143 sw 3.40 2B5 0 0 0 0 0 0 0 0 4A5-2ob 0.550 sw 13.09 22.94 0 0 0 0 0 0 0 0 4A5-2obd 0.580 sw 13 80 15.44 0 0 0 0 0 0 0 0 1213-0sw 0.097 nw 2.31 0 0 0 0 0 0 0 0 4135-21b _ .............. 0,540 nw 12.85 24.01 0 0 0 0 0 0 1 0 O 13A-4ocs 0.143 nw 3.40 2.85 0 0 0 0 0 0 0 0 4A5-2ob 0.550 nw 13.09 22.45 0 0 0 0 0 0 0 0 4B5-2fb 0.540 nw 12.85 24.01 0 0 0 0 0 0 0 0 1 0.401 0.301 01 01 0 61 c) AED excursion 10 0 Envelope loss/gain 0 0 0 0 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Oaupants@. 230 0 0 0 0 Applianoes/other 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 96 0 0 14 Subtotal 103 96 0 0 1151 Ductloads 121 24%1 22 23 21% 24% 0 0 Total room load 125 119 0 0 Air required (cfm) 7 6 0 0 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. i°W 2018-May-1 8 08:18:07 Rigft-Sute®Universal201818.0.11 RSU23249 g 8Page P\Lot 194 Pensacola ALHG Bed4Bit0 Loft- W.r p Calc = W8 Front Door faces: W wri htsoft° RI ht-J® Worksheet Job: Pensacola ALHG Bed4Bth3 Loft g g Date: Dec 18, 2014 Entire House By: MC/LF One Stop Cooling and Heating 7225 Sandscove Court, Suite 1, Wirier Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOmStopCooling.com License: CAC032444 1 Room name AC2 BED2 2 3 Exposed wall Room height 9.0 ft 9.0 ft heal/000l 25.5 It 9.0 ft heaU000l 4 Room dimensions 5.0 x 9.0 ft 1.0 x 186.0 It 5 Room area 45.0 1`12 186.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh4lz`n Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat I Cool i Gross I N/P/S Heat I Cool Gross I N/P/S Heat Cool 6 12B-Osw U..U91 ne,:, 2.J1 2 y u u v v 0 04A5.26b 1 0.550 he 13D9 24.67 0 0 0 0 0 0 4A526b 0:550 ne 13.09' 22.45 0 0 0 0 0 0 0. 0' dAS-tab 0,550 ne 13.09 22.46 0 0 0 0 0 0 s 0 0 11 G 4A5 2ob 0..550 ne 13.09 " 22.45 O 0 0 0 0 0 0 13A-4ocs 0.143 ne 3.40 2.85 0 0 0 0 0 0 0 0 4A5-2ob 0.550 ne 13.09 22.45 0 0 0 0 0 0 0 0 4A5-2ob 0.550 ne 13.09 22.45 0 0 0 0 0 0 0 0 485-2fb 0.540 ne 12.85 26.54 0 0 0 0 0 0 0 0 D 11 DO 0.390 ne 9.28 12.15 0 0 0 0 0 0 0 0 UN I2B Osw 0,.097 se 2.31` 2.79 81 81 187 226 0 0 0 0 L-( AA5 2ob 0.550 se 13.09 21.71' 0 0 0 0 0 0 s 0 0 W 13A-4ocs 0.143 se 3.40 2.85 0 0 0 0 0 0 0 0 Vll 12B-OM 0.097 sw 2.31 2.79 0 0 0 0 108 93 215 259 4A5 2ob 0.550 sw" " 13.09 20.89 0 0 0 0 0 0 0 0 II G 4A5 2ob 0.550 sw 13.09' 21.71° 0 0 0 0 15 2 106 326 13A 4ocs 0.143 sw 3.40 2.85 0 0 0 0 0 0 0 0 4A5 2ob 0.550 sw 13.09 22.94 0 0 0 0 0 0 0 0 4A5 2obd 0.580 sw 13.80 15.44 0 0 0 0 0 0 0 0 W 12B-0sw 0.097 nw a'81 2.79 0 0 0 0 122 122 280 339 G 4B5-2fb 0.540 nw! 12.85 24.01I 0 0 0 0 0 0 0 0` Vtl 13A-4ocs 0.143 nw 3.40 2.85 0 0 0 0 0 0 0 0 4A5-2ob 0.550 nw 13.09 22A5 0 0 0 0 0 0 0 0 4B5-2fb 0.540 nw 12.85 24.01 0 0 0 0 0 0 0 0 P 12C Osw 0.091 2.1T 1.48 0 0 0 0 0 0 0 0 L-D 11 DO 0.390 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-0bsop 0295 2.64' 1.95 0 0 0 0 96 96 253 187' F 19C-19= 0.049 0.40 0.30 0 0 0 0 0 0 0 0 F 22A q m 1,.180 28.08' 0.00 0 0 0 0 0" 0 0 0 6 c) AED excursion 12 56 Envelope loss/gain 221 292 1086 1492 12 a) Infiltration 87 35 248 98 b) Room ventilation 0 0 0 0 13 Internal gains: Oocupants a 230 0 0 1 230 Appliances/other 0 0 Subtotal (lines 6 to 13) 309 327 1334 1820 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 309 327 0 0 14 Subtotal 0 0 1334 1820 15 Dud loads 21% 241/. 0 0 21 % 249/6 284 436 Total room load 0 0 16191 2257 Air required (cfm) 0 0 87 108 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. fj-wrightsoft^ 2018-May-1808:18:07 Right-SuteOUriversal201818.0.11 RSU23249 Page AC A ...P\Lot 194 Pensacola ALHG Bed4Bth3 Loft- W.rup Calc = MJ8 Front Door faces: W wrightsoft' Right-M Worksheet Job: Pensacola ALHG Bed4Bth3 Loft Entire House Date: Dec 18, 2014 By: MC/LF One Stop Cooling and Heating 7225 Sardscove Court, Sute 1, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneStopCoolirg.com License: CAC032444 1 Room name BED3 BEN 2 Exposed wall 14.0 ft 17.5 It 3 Room height 9.0 ft heaV000l 9.0 ft heaVbool 4 Room dimensions 11.5 x 14.0 ft 1.0 x 164.8 It 5 Room area 161.0 ft` 164.8 ft2 Ty Construction U-value Or HTM Area (ftz) Load Area (ftz) Load number BUM2- fl Btuh/ft2) or perimeter ft) Btuh) or perimeter ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12B-Osw, Q097 ne 2.31 2.79 0 0 0 0 131 112 257 311s 4A5-2ob 0.550 ne 13.09 24.67 ' 0 0 0 0 0 0 Q 0. 4A5-2ob 0550 ne 13.09 22.45 0 0 0 0 4 0 52 90 4A5 2ob 6550 ne 13,09 1 22.45 0 0 0 0 0 0 a 0 0' 1 1 4A5 2ob 0,550 ne 13.09 22.45 0 0 0 0 15 0 196 337- 13A-4ocs 0.143 ne 3.40 2.85 0 0 0 0 0 0 0 0 4A5-2ob 0.550 ne 13.09 22.45 0 0 0 0 0 0 0 0 4A5-2ob 0.550 ne 13.09 22.45 0 0 0 0 0 0 0 0 4B5-2fb 0.540 ne 12.85 26.54 0 0 0 0 0. 0 0 0 D 11 DO 0.390 ne 928 12.15 0 0 0 0 0 0 0 0 2.78 125 1 0 20 60 7. 4A5 20ob .. J .: 0.550 . se' 13.09 231, 2 196 326 W 13A-4ocs 0.143 se 3AO 2.85 0 0 0 0 0 0 0 0 26 Osw 0.097 sw 2.31 2.79 0 0 0 0 0 0 0 0 A5lobiA5-2ob 0.550 sw 13.09 20.89 0 0 0 0 0 0 0 0. 0.550 sw 13.09 21.71 0 0 0 0 0 0 0 0 13A-4ocs 0.143 sw 3.40 2.85 0 0 0 0 0 0 0 0 4A5-2ob 0.550 sw 13.09 22.94 0 0 0 0 0 0 0 0 4A5-2obd 0.580 sw 13.80 15.44 0 0 0 0 0 0 0 0 12BOsw, 0097 nw 2.31 279 : 0"0 0 0 0 0'? 0 0 4135 2fb . "" 0,540 nw 12.85 2401 .,,, 0 0 0 0 0 0 0 0' 13A-4ocs 0.143 nw 3.40 2.85 0 0 0 0 0 0 0 0 4A5-2ob 0.550 nw 13.09 22.45 0 0 0 0 0 0 0 0 4B5-2fb 0.540 nw 12.85 24.01 0 0 0 0 0 0 0 0 f 12C Osw 0.091 2.17 1.48 = 0 0 0 0 6 6 0 0 L-D1. 11.D0 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-0bscp 0295 2.64 1:95 ` 1 1 i , 3 2 0 0 6 4' F 19C-19= 0.049 0.40 0.30 0 0 0 0 109 109 44 33 F 22A cprtl _...: ........ 1.180 28.08 0.00 :', 0 0 0 0 0 i 0 0' 0 6 c) AED excursion 66 37 Envelope loss/gain 578 985 738 1097 12 a) Infiltration 136 54 170 67 b) Room ventilation 0 0 0 0 13 Internal gains: OocupantsC@ 230 1 230 1 230 Appliancesfother 01 0 Subtotal (lines 6to 13) 714 1269 908 1394 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 81 86 0 0 14 Subtotal 795 1355 908 1394 15 Duct loads 21 % 24 % 170 325 21 % 24 % 194 334 Total room load 965 1680 1102 1728 Air required (cfm) 52 80 59 83 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. 4- 4 - wrightsofit 2018-May-1 8 08:18:07 Rig ht-Sute®Universal 201818.0.11 RSU23249 Page 10 4G0. ...P\Lot 194 Pensacola A LHG Bed4Bth3 Loft - W.rrp Calc= MJ8 Front Door faces: W g wrightsoft' Right-JO WorkSheet Job: Pensacola ALHG BedaBtr,3 Loft Entire House Bate: Dec 2014 By: MC/LF One Stop Cooling and Heating 7225 Sandscove Court, Suite 1, W irter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOneStopCoolirg.00m License: CA0032444 1 Room name BTH2 BTH3 2 Exposed wall 9.0 it 15.0 It 3 Room height 9.0 It heaU000l 9.0 it heaV000l 4 Room dimensions 9.0 x 5.5 ft 5.5 x 9.5 it 5 Room area 49.5 ft2 52.3 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ft2-19 Btuh/R2) or perimeter ft) Btuh) or perimeter ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12B Osw 0.097 ne 2.31 2.79 0 6, 0 0 50 44 100 121. 4A5-2ob 0 ne 13.09 24.67_ 0 0 0 0 0 0 0 4A5 2ob 0550550 ne 13.09 22.45 0 0 0 0 0 0' 0 0 4A5-2ob 0.550 ne 13.09 22.45 0 0 0 0 6 A 79 135 11 G 4A5 2ob - 0.550 ne 13.09 22.45 0 0 0 0 0 0 0 0 13A-4ocs 0.143 ne 3.40 2.85 0 0 0 0 0 0 0 0 G 4A5-2ob 0.550 ne 13.09 22.45 0 0 0 0 0 0 0 0 4A5-2ob 0.550 ne 13.09 22.45 0 0 0 0 0 0 0 0 4135-211b 0.540 ne 12.85 26.54 0 0 0 0 0 0 0 0 D 11 DO 0.390 ne 9.28 12.15 0 0 0 0 0 0 0 0 0,097 se 2.31: 2.79 0 0 0 0 86 86 197 238W,12B-Osw4A5-26b 0.550 se 13.09 21.71 0 0 0 0 0 0 0 0 W 13A 4ocs 0.143 se 3AO 2.85 0 0 0 0 0 0 0 0 1213Osw 0.097 sw 2.31- 2.79 : 81 75 173 209 0 0 0 0' 4A5- 2ob s 0,550 sw 13.09 20.89 6 1 79 125 0 0 0 0' 4A5 2ob 0,550 sw' 13.09 21.71 0 0 0 0 0 0 0 0 V+ l 13A-4ocs 0.143 sw 3.40 2.85 0 0 0 0 0 0 0 0 4A5- 2ob 0.550 sw 13.09 22.94 0 0 0 0 0 0 0 0 IFS( 4A5-2obd 0.580 sw 13.80 15.44 0 0 0 0 0 0 0 0 12130sw 0.097 nw 2.31 2.79 0 0 0 0 0 0 0 0 ' t- G 485 2fb 0.540 nw : 12.85 24.01 0 0 0 0 0 0' 0 0 13A- 4ocs 0.143 nw 3.40 2.85 0 0 0 0 0 0 0 0 4A5- 2ob 0.550 nw 13.09 22.45 0 0 0 0 0 0 0 0 ttt GG 4135 21b 0.540 nw 12.85 24.01 0 0 0 0 0 b 0 0 P 12C Osw 0,091 2.17 1.48 0 0 0 0 0- 0 0 0 LLD 11D0-0.390 n 9.28 12.15 0 0 0 0 0 0- 0 0 C 168 30ad 0.032 0.76 1.75 50 50 38 87 52 52 40 91 F 19A-Obscp 0,295 2.64 1.95 19 19 51 38 0 0 0 0' F 19C-19cscp 0.049 OAO 0.30 0 0 0 0 25 25 10 7 F 22A-q)n - 1.180 28.08 0.00 D 0 0 0 0' 0 0 0- 6 c) AED excursion 30 23 Envelope loss/gain 340 4891 426 570 12 a) Infiltration 87 35 146 58 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Applianoes/ other 0 0 Subtotal ( lines 6 to 13) 428 523 572 627 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 428 523 572 627 15 Duct loads 21% 24% 91 125 21 % 24% 122 150 Total room load 519 649 694 778 Air required (cfm) 28131 37 37 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wt9ghtsoft" 2018-May-1 8 08:18:07 RigI1- Srite@Uriversal201818.0.11 RSU23249 Page 11 IGA ... P\Lot 194 Pensacola A LHG Bed4Bth3 Loft- W.np Calc = MJ8 From Door faces: W g r- wrightsoft Right-JO Worksheet Job: Pensacola ALHG Bed46th3 Loft Entire House Bate: DecMC/ 2014 By: C/LF One Stop Cooling and Heating 7225 Sandscove Court, Suite 1, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneStopCooling.com License: CAC032444 1 Room name LOFT OTB 2 E)posed wall 17.0 ft 24.0 If 3 Room height 9.0 ft heaU000l 9.0 ft heat/cool 4 Room dimensions 1.0 x 322.8 ft 6.5 x 17.5 ft 5 Room area 322.8 112 113.8 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ft2-f Btuh/ft2) or perimeter ft) Btuh) or perimeter ft) Bwh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 1215=0sw 0.097 he 2.31 2.79 0 0 0 0 59 53 121 146 4f151ob+, .• 0.550 ne 1309 -" 24.67 0 0""- 0 0 6 0 79 148' 4A5lob;." '- 0,550 ne 13.09 2245 0 0 0 0 0 0 0 0_ 4 2ob " z 0.550 ne 13 09 22.45 0 0 0 0 0 0 0' 0 11 4A5 2ob •%" 0.550 ne 13.09 y, 22.45 0 0 I 0 0 0 0 0 0' 13A-4ocs 0.143 ne 3.40 2.85 0 0 0 0 0 0 0 0 4A5-2ob 0.550 ne 13.09 22.45 0 0 0 0 0 0 0 0 4A5-2ob 0.550 ne 13.09 22.45 0 0 0 0 0 0 0 0 4135-21b 0.540 ne 12.85 26.54 0 0 0 0 0 0 0 0 D 11 DO 0.390 ne 928 12.15 0 0 0 0 0 0 0 0 126 Osw 0.097 se 2.31 ' 2.79 32 32 73 88 o 00 004A52ob_ .: "- 0.550 se 1309 21.71 0 0 0 0 00 W 13A-4ocs 0.143 se 3.40 2.85 0 0 0 0 0 0 0 0 1,2B-Osw 0.097 sw 2.31 2.79 0 0 0 0 0 0 0 0_ 4A5-2ob 0.50 sw 13.09 20.89 0 0 0 0 0" 0 0 0 4A5 lob 55Q sw 13.09 21.71 0 0 0 0 0 0 0' 0. Vt/ 13A-4ocs 0.143 sw 3.40 2.85 0 0 0 0 0 0 0 0 4A5-2ob 0.550 sw 13.09 22.94 0 0 0 0 0 0 0 0 4A5-2obd 0.580 sw 13.80 15.44 0 0 0 0 0 0 0 0 0sw ,5; 0.097 nw 2.31 2.79 122 110 253 306 158 158 364 439tLG12E465-2(b 0.540 nw 12.85 ;;. 24.01 12 0150 281 0 0 0: 0 13A-4ocs 0.143 nw 3.40 2.85 0 0 0 0 0 0 0 0 4A5-2ob 0.550 nw 13.09 22.45 0 0 0 0 0 0 0 0 465-21b 0.540 nw 12.85 24.01 0 0 0 0 0 0 0 0 P 12C-Osw 0:091 2.17 1:48 0 0 0 0 0 0 0' 0' L-D 11',DO ' ' 0.350 n 9.28 12.15 0 0 0 0 0 0 0, 0 C 166 30ad 0.032 0.76 1.75 323 323 246 564 114 114 87 199 F 19A-0bscp, W ; ...,... 0295 2.64 1.95: Q e 0 0 0 9 9 24 18 F 19C-19cscp 0,049 0.40 0.30 0 0 0 0 1 1 0 0 F 22A qjm " 1180 , 28.08 ( 0.00 0 0 0 0 0 0 0' Q 6 c) AED excursion 89 38 Envelope loss/gain 722 1328 674 913 12 a) Infiltration 165 65 233 92 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants 230 0 0 0 0 Applianoes/other 0 0 Subtotal (lines 6 to 13) 888 1393 907 1005 Less external load 0 0 0 0 Lesstransler 0 0 0 0 Redistribution 227 241 0 0 14 Subtotal 1115 1634 907 1005 15 Ductloads 21 % 24% 238 392 21%1 249/6 193 241 Total room load 1353 2026 1101 1246 Air required (drn) 73 97 59 60 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. ti rid- wrightsoft 2018-May-1 8 08:18:07 Right-Sute®Universal 2018 18.0.11 RSU23249 Page 12 i9C A ...P\Lot 194 Pensacola ALHG Bed4Bth3 Loft - W.rup Calc = W8 Front Door faces: W g AL- wrightsoft, Right-M Worksheet Job: Pensacola ALHG Bed4Bth3 Loft Entire House Bate: Dec 2014 By: MC/LF One Stop Cooling and Heating 7225 Sandscove Court, Sule 1, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOneSlopCooling.com License: CAC032444 1 Room name WIC3 WIC4 2 3 Exposed wall Room height 11.0 ft 9.0 ft heat/000l 9.0 ft 0 ft heat/cool 4 5 Room dimensions Room area 5.5 x 30.3 ftz 5.5 ft 7.5 x 5.0 ft 37.5 ft2 Ty Construction number U-value Btuh/ft2- F) Or HTM BtufA2) Area (ftz) or perimeter (ft) Load Btuh) Area (ft2) or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N P/S Heat Cool 6 12B Osw 0.097 ne :' 2.31 2.79 0 0 0 0 U U U u 4A5 2ob :' 0.550 ne 13.09 24.67 0 0 0 0 0 0 0' 0 4A5 2ob 0.550 ne 13.09 22.45 0 0 0 0 0: 0 0 0 4A5-2ob 0.550 ne : 13.09 22.45 0 0 0 0 0 0 0 Q I'll G 4A5-26b 0.550 ne 1 13.09 22.45 0 0 0 0 0 0 0 13A-40cs 0.143 ne 3.40 2.85 0 0 0 0 0 0 0 0 4A5-2ob 0.550 ne 13.09 22.45 0 0 0 0 0 0 0 0 4A5-2ob 0.550 ne 13.09 22.45 0 0 0 0 0 0 0 0 4B5-2fb 0.540 ne 12.85 26.54 0 0 0 0 0 0 0 0 D 11 DO 0.390 ne 9.28 12.15 0 0 0 0 0 0 0 0 y/ 12&0sw 0.097 se 2.31 2.79 50 50 114 138 0 0 0 0 t-G 4A5-2ob 0.550 se 13.09 21.71 0 0 0 0 0 0 0 0 W 13A-4ocs 0.143 se 3.40 2.85 0 0 0 0 0 0 0 0 12B-Osw 0.097 sw 2.31 2.79 50 50 114 138 0 0 0 0 4A5-2ob 0.550 sw 13.09 20.89 0' 0 0 0 0 0 0 0' 4A5 2ob 0.550 sw 13.09 21.71 0 0 0 0 0 0 0 0 V)1 13A-4ocs 0.143 sw 3.40 2.85 0 0 0 0 0 0 0 0 4A5-2ob 0.550 sw 13.09 22.94 0 0 0 0 0 0 0 0 tf-(G 4A5 2obd 0.580 sw 13.80 15.44 0 0 0 0 0 0 0 0 12EWsw 0.097 nw 2.31- 2.79 0 0 0 0 0 0 D 0t." G 4652fb 0.540 nw' 12.85 24.01 0 0 0 0 0 0 0 0, G 4B5 2fb 0 50 nw, 12.85 24.01 0 0 0 0 0 0 0 0 P 12C Osw 0.091 2.1 Z 1.48 0 0 0 0 0 0 0 0 D 11DO 0.390 n - 9.28 12.15 0 0 0 0 0 0 0 0', C 161330ad 0.032 0.76 1.75 30 30 23 53 38 38 29 66 F 19A-Obsqp' 0.295 2.64 1.95 0 0 0 0 0 0 0 O,i F 19C 19csco 0.049 0.40 0.30 0 0 0 0 0 0 0 0 F 22A-cpm .^:' 1.180 28.08 0.00 0 0 0 0 0 i 00 0' 6 c) AED excursion 1 -13 1 -2 Ernalope loss/gain 1 252 316 1 1 29 63 12 a) Infiltration 107 42 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ other 0 0 Subtotal ( I ines 6 to 13) 358 358 29 63 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 358 358 29 63 15 Dud loads 21 % 24 % 76 86 21 % 24 % 61 15 Total room load 435 444 35 78 Air required (dm) 23 21 2 4 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. 1 r wrlghtsaft 2018-May-1 8 08:18:07 Rig ht-SutegUriversa1201818.0.11 RSU23249 Pa e 13 At& ._P\ Lot 194 Pensacola ALHG Bed4Bth3 Loft- W.r p Calc = W8 Frort Door faces: W g For: External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual airflow Total effective length (TEL) Park Square Homes Heating 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.142 in/100ft 1367 cfm 239 Cooling 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.142 in/100ft 1367 cfm Y l Supply Branch Detail Table w time ... e s .: . Name Design Btuh) Htg cfm) Clg Cfm) Design FIR Diam in) H x W in) Duct Mat[ Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BED2 c 2257 87 108 0.209 7.0 Ox 0 VIFx 37.4 125.0 st6 BED3 c 1680 52 80 0.219 6.0 Ox 0 VIFx 29.9 125.0 st6 BED4 c 1728 59 83 0.240 6.0 Ox 0 VIFx 16.9 125.0 st7 BTH2 c 649 28 31 0.217 4.0 Ox 0 VIFx 31.9 125.0 st6 BTH3 c 694 37 37 0.251 4.0 Ox 0 M Fx 15.4 120.0 st7 CAFE h 3051 164 106 0.193 7.0 Ox 0 VIFx 36.6 140.0 st3 DROP h 179 10 8 0.208 4.0 Ox 0 VIFx 33.1 130.0 st5 FAM c 3796 118 181 0.175 8.0 Ox 0 VI Fx 44.4 150.0 st3 FLEX h 3401 182 120 0.142 8.0 Ox 0 VI Fx 69.4 170.0 st4 Krr c 1999 70 95 0.195 6.0 Ox 0 VIFx 34.3 140.0 st3 LAUN h 1228 66 60 0.191 4.0 Ox 0 VIFx 42.6 135.0 st5 LOFT c 2026 73 97 0.287 6.0 Ox 0 VIFx 13.6 105.0 st2 IMBED c 3078 127 147 0.153 7.0 Ox 0 VIFx 57.4 165.0 st4 MBTH h 1287 69 64 0.157 4.0 Ox 0 VIFx 51.7 165.0 st4 MWC h 274 15 7 0.164 4.0 Ox 0 VIFx 46.9 160.0 st4 MWIC h 2239 120 53 0.152 6.0 Ox 0 VIFx 53.4 170.0 st4 OTB c 1246 59 60 0.232 5.0 Ox 0 VIFx 26.3 120.0 st7 PWD h 125 7 6 0.202 4.0 Ox 0 VIFx 38.6 130.0 st5 W IC3 h 435 23 21 0.224 4.0 Ox 0 M Fx 31.6 120.0 st6 W Ica c 78 2 4 0.267 4.0 Ox 0 VI Fx 12.3 115.0 st7 wrightsoft'°' 2018-May-18 08:18:09 m y Rigft-Sule@Uriversal20l8l8.0.11 RSU23249 Page 1 P\Lot 194 Pensacola ALHG Bec14B(ffl Loft- W.rnp Calc = W8 Front Door faces: W Supply Trurik DetailTable t 5 , v Name Trunk Type Htg cfm) Clg cfm) Design FR Veloc fpm) Diam in) H x W in) Duct Material Trunk st1 PeakAVF 947 847 0.142 679 16.0 0 x 0 VinlFlx st2 PeakAVF 420 520 0.209 662 12.0 0 x 0 VinlFlx st6 PeakAVF 190 240 0.209 544 9.0 0 x 0 VinlFlx st2 st7 PeakAVF 157 183 0.232 524 8.0 0 x 0 VinlFlx st2 st4 PeakAVF 513 391 0.142 654 12.0 0 x 0 VinlFlx st3 st3 PeakAVF 865 774 0.142 809 14.0 0 x 0 VinlFlx sti st5 PeakAVF 82 73 0.191 603 5.0 0 x 0 VinlFlx st1 tonB` Deta Re r rancho it,KTab a w ". ,. x. „ s _. ' , p. a ..Ya'd.m. .mow au. 4 . S s. WEIR Name Grille Size (in) Htg cfm) Clg cfm) TEL R Design FIR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Mati Trunk rb2 Ox 0 1367 1367 0 0 0 0 Ox 0 VIFx wrightsoft"° 2018-May-18 08:18:09 o:mry y Right-Sule Uriversa1201818.0. 11RSU23249ACCA - Page9 P\Lot 194 Pensacola ALHG Bed4BW Loft- W.rLp Calc = M18 Front Door faces: W Static Pressure and Friction Rate Job: Pensacola ALHG Bed4Bt... wrightsoft, Date: Dec 18, 2014 Entire House By: MGLF One Stop Cooling and Heating 7225 Sandscove Cowl, Swe 1, Winder Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOneStopCooling.com License: CAC032444 For: Park Square Homes ae ANuN% IN Available $#aticPressure ry Heating Cooling External static Dressure 0.50 0.50 Pressure losses Coil 0 0 Heat exchanger 0 0 Supply diffusers 0.03 0.03 Return grilles 0.03 0.03 Filter 0.10 0.10 Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available static pressure 0.34 0.34 Supply Return ft) ft) Measured length of run -out 27 0 Measured length of trunk 43 0 Equivalent length of fittings 170 0 Total length 239 0 Total effective length 239 ARate _, g K Heating Cooling 11 11 Supply1 OK 1 • Return Ducts 1 OK 1 • r F ttln E uialent Len th Detailsg Supply1 1 1 11G--5, 1A--35, 11G--5:TbtalEL=i70 Return TotalEL=O wvrightsoft- 2018-May-1 8 08:18:09 Right-Sute®Urdversal201818.0.11 RSU23249 Page 1 Plot 194 Pensacola ALHG Bed4Bth3 Loft- W.r p Calc = MJ8 Front Door faces: W CAFE 10x8 164 cfm rww µ FBB1 KIT 10x6 95 cfm 8x4 66 cfm EF1 VTW 4" LAUN 8x4DVVTW 7 cfm 6 4" GARAGE 1ST 8x4 15 cfm Sup Riser 14" 12" FAM 16x 16 10x10 181 cfm H1 Sup Riser 5" — FBB2 STR1 H2 8x4 10 cfm FOY KWIC EF1 VTR 10x6 120 cfm F MWC 6" 4° MBTH t7.-4,---69cfm F VTR 8x4 16x16 14" 10x8 147 cfm J. MBED 8 " 10x10 182 cfm FLEX EF1 = 50 CFM Fan EF2 = 80 CFM Fan EF3 = 110 CFM Fan EFL1 = 50 CFM Fan EFL2 = 80 CFM Fan EFL3 =110 CFM Fan VTR = Vent to Roof VTW = Ventto Wall DV = Dryer Vent RV = Range Vent LinesetChase — — Condensate Thermostat18/8 SRB=Small Reduction Box LRB = Large Reduction Box FBB = Feld Built Box Job #: Pensacola A LHG Bed4Bth3 Loft One Stop Cooling and Heating Scale:1 :62 Performed by MC/LF for: Page 1 Park Sqjae Homes 7225 Sandscove Court, Suite 1 RigFiS e8 Urroesad 2018 Winter Park, FL 32792 18.0.11 RSU23249 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 AUIG BBed4Bth3 tit W W www.aeStcpCooi rg-oom ZONE DAMPER 16" DAMPER 1 ST FLR 12" DAMPER2ND FL 12"BYPASS 8x4 37 cfm Job #: Pensacola A LHG Bed4Bth3 Loft Performed by MOLF for: Park S# rye Homes 2N D One Stop Cooling and Heating 7225 Sandscove Court, Suite 1 Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 www.a e6tg3Coo I rg.oem Scale:1 :62 Page 2 RW,S ite@ UrvdersJ 2018 18.0.11 RSU23249 2018May-18 C8:17:13 cdaA LHG Bed4Bth3 Loft - W r Q 4 A013 Gd 5ewe,y- RECORD COPY DESCRIPTION AS FURNISHED: Lot 194, WYNDHAM PRESERVE, as recorded in Plat Book 81, Pages 93 through - 10,2 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 Insurance Fund; Bank of America LOT 206 B(' IS- Zcolob i Ok to construct single family home with setbacks and impervious area 0 shown on plan. ,me. LOT 205 S 00016'57" E 60.00' ry h LOT 194 3f.80' 31.80' 31.80, 10.00' 11.3' 14.7' 1 LANAI 14.7' PROPOSED RESIDENCE b MODEL: PENSACOLA-A 2 CAR GARAGE LEFT 3.0'x6.0' 6.50' AC 10.00' 20.7' 16' DRIVE i 25.20' 16 31.80, 10.00' LOT 204 0 LOT 195 5.3' - 0 v 14.0' 10.00' i o 12.7' u; WALK 35.87' 25.20' 110' UTIL. ESMT. o, 263.85' p.C, 5' CONC. WALK S 00"1'6 57" E I SETBACKS AS FURNISHED 60.00 - FRONT = 25'(*) REAR = SIDE = 5' (40' LOT) RICHT HER OAT PT7.560' LOT) DRI 10' (75' LOT) 50' R/W PRIVATE ROAD) SIDE STREET = 25' (60' &; 75' LOT) 1'5' (40' LOT) 25' FRONT SETBACK CAN BE REDUCED PLOT PLAN ONLY TO 20' ON CERTAIN LOTS, NO MORE THAN 2) IN SUCCESSION AT j20' AND A MINIMUM PLOT PLAN AREA CALCULATIONS NOT A SURVEY OF (2) IN SUCCESSION!AT 25' TOTAL LOT AREA 6,900 f SQUARE FEET PROPOSED = FINSHED SPOT :GRADE ELEVATIONS FLATWORK ON/OFF LOT = TOTAL t SQUARE FEET FLATWORK PER DRAINAGE PLANS DRIVE 403/ 110= 513 f SQUARE FEET FOUNDATION/PAD 1,975 t SQUARE FEET 4 = PROPOSED DRAINAGE'; FLOW y oyk WALKS 42/ 300= 342 t SQUARE FEET REAR PATIO 1 1 FRONT DECK 7 t SQUARE FEET LOT GRADING TYPE A SOD 4,247/ 250 = 4,497 t SQUARE FEET POOL DECK 0 f SQUARE FEET PROPOSED F.F. PER PLANS . _ 23.9' Q NOTE.' FRONT SIDEWALK AND STREET LOCATION TAKEN FROM PLANS PROVIDED BY CLIENT * NOT FIELD VERIFIED ' CRUSEiVffEYE1R-,S'COTT ASSOC, INC. - LAND SURVEYORS LEGEND - LEGEND - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 P• P PLAT DA- POINT ON LINE F = FIELD ITYP, -• TYPICAL NOTES: IP. IRON PIPE PR.C. POINT OF REVERSE CURVATURE 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF IR. •IRON ROD PA.Q •POINT OF COMPOUND CURVATURE PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027, FLORIDA STATUES C.M. •CONCRETE MONUMENT RAD. RADIAL N.R. MOM -RADIAL 2. UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SEAL, THIS SURVEY MAP OR COPIES ARE NOT VALID. SET I.R. v I/2' I.R.. w/qLH 4596 REC. RECOVERED V.P, • WITNESS POINT J. MIS SURVEY WAS PREPARED FROM 7RLE INFORMA770N FURNISHED 70 THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS P.D.H. POINT OF BEGINNING CALC. • CALCULATED P.O.C. • POINT OF COMMENCEMENT PRAL •PERMANENT REFERENCE MONUMENT OR EASEMENTS THAT AFFECT THIS PROPERTY. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. CENTERLINE Ff. •FINISHED FLOOR ELEVATION 5. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD N07 BE RELIED UPON BY ANY OTHER ENTITY. NLD .NAIL L DISK B.S.L. •BUILDING SETBACK LINE RIGHT-OF-WAY B.M. BENCHMARK 6. DIMENSIONS,;}HOWN' FOR .THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES, R/VESMT. • EASEMENT B.H. BASE BEARING 7, BEARINGS; ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (B.B.) IF ARE BASED ON 94TIONAL GEODETIC VERTICAL DATUM OF 1929, UNLESS OTHERWISE NOTED. DRAIN. DRAINAGE UTIL = UTILITY CLFC. = CHAIN LINK FENCE e. ELEV'ARONS, SHOWN; 9. CERTIFICATE OF AUTHORIIARON No. 4596. WD.FC. = WOOD FENCE C/B = CONCRETE BLOCK - SCALE F 1' a 20 -1 DRAWN BY: *•y P,L. POINT OF CURVATURE P,T. • POINT OF TANGENCY - ORDER N6. CERTAE-0 BY. ......... DESC, DESCRIPTION R • RADIUS I PLOT PLAN 05-15-2018 3061-18 ARC LENGTH DELTA I DC • CHORD - Ca CHORD .BEARING NORTH THIS BUILDING\PROPERTY DOES NOT CIE WITHIN "--I--in•-- THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER "FIRM' CRUSENM ER, R.L. 4714 W. SCOTT, R.LS j 4801 ZONE "X' MAP 112117CO090 F (09-28-07) f: 5 G L VA d 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 Dryers \)\ LDi/V,0DryerNo. No? Nameplate Line Neutral SANFORD115000 2 0 aFAgR` 3 0 Dryer Summary Standard 5,000 3,500 Optional 5,000 3,500 # 1 8- 2 6 6 6 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 M 1 1 2.0 240 480 0lM115.0 240 1,200 011111424013,360 02M1114.0 240 3,360 0M112.0 240 480 02M115.0 240 1,200 021111424013,360 0Heat/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 - 600DISH1112012001,200 1,200MICRO1112012001,200 1,200WH1118.5 240 4,440 0OPTPOOL11102402,400 0OPTPOOLHEAT11312407,440 0FixedApplianceSummaryStandard12,960 2,250 Other Appliances: Actual Number = 0 Optional 17,280 2,250 Name M? Ph No Amps Volts VA HP Line Neutral Other Appliance Summary Standard 0 0 Optional 0 0 or, I 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 SUMMARY Standard Line Neutral Total Total = 48,224 16,454 Maximum Amperage = 201 69 Service Voltage = 240 Service 1Phase--------------------------- Optional Line Neutral Total Total = 39,796 16,454 Maximum Amperage = 166 69 Service Voltage = 240 Service Phase = 1 Site Information: 6904 Parke East Blvd. Customer Info: PARK SQUARE HMS Project Name: PSQ2572A-3GT Model: PENT9X8b[lA3 A--A1/53-CAR / TRAY Lot/Block: 199 Subdivision: WYNDHAM PRESERVE 60 Address: 3939 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 #: 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 50 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. I Seal# I Truss Name I Date I No. I Sea]# ITruss Name Date 1 IT14086709 lAl 5/18/18 112 IT14086720 JCJ5 5/18/18 12 I T 14086710 I A2 15/18/18 113 I T 14086721 I D 1 15/18/18 13 I T14086711 I A3 15/18/18 114 I T14086722 I D2 15/18/18 14 I T14086712 A4 15/18/18 115 I T14086723 I D3 15/18/18 I 15 T14086713 I B1 15/18/18 116 I T14086724 I E1 15/18/18 16 I T14086714 I B2 15/18/18 117 I T14086725 I E2 15/18/18 17 IT14086715 1133 15/18/18 118 I T14086726 I E3 15/18/18 18 IT14086716 I C1 15/18/18 119 I T14086727 I E4 15/18/18 19 I T14086717 I C2 15/18/18 120 I T14086728 I E5 15/18/18 110 I T14086718 ICJ 1 15/18/18 121 I T14086729 I E7 15/18/18 I11 I T14086719 I CJ3 15/18/18 122 I T14086730 I F1 15/18/18 fig-266; 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. NON,,' tlll.IIfit, 11 NS i r No 3. 9.380 r it _ a. STATE OF .+ 44/ r 1. S, O N AN11111100'' Thomas A. Mani PE No.39380 MITA USA, Inc;. FL'Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 18, 2018 Albani, Thomas 1 of 2 RE: PSQ2572A-3GT - ParkScl Hm/Pensacola-2572A - 3Car-Tray Site Information: Customer Info: PARK SQUARE HMS Project Name: PSQ2572A-3GT Model: PENSACOLA 2572-A / 3-CAR / TRAY Lot/Block: 199 Subdivision: WYNDHAM PRESERVE 60 Address: 3939 NIGHT HERON DR. City: SANFORD State: FLORIDA No. I Seal# Truss Name Date 23 IT14086731 I F2 5/18/18 124 IT14086732 I F3 15/18/18 I 125 IT14086733 I F4 15/18/18 126 IT14086734 I F5 15/18/18 127 IT14086735 I F6 15/18/18 128 IT14086736 I F7 15/18/18 129 IT14086737 I F8 15/18/18 130 IT14086738 I F9 15/18/18 131 IT14086739 I F10 15/18/18 132 IT14086740 I F11 15/18/18 133 IT14086741 I G1 15/18/18 134 IT14086742 I G2 15/18/18 135 IT14086743 I G3 15/18/18 136 IT14086744 I GS 15/18/18 I 137 IT14086745 I H1 15/18/18 138 IT14086746 I H2 15/18/18 139 IT14086747 I J5 5/18/18 140 IT14086748 I J6 5/18/18 141 IT14086749 J7 15/18/18 I 142 IT14086750 I J7T 15/18/18 143 IT14086751 I KJ5 15/18/18 144 IT14086752 I KJ7 15/18/18 45 IT14086753 I KJ58 15/18/18 146 IT14086754 I U 15/18/18 147 IT14086755 I M1 15/18/18 148 IT14086756 I M2 15/18/18 149 IT14086757 I M3 15/18/18 150 IT14086758 I V1 15/18/18 I 2 of 2 Job _ Truss Truss Type Qty Ply ParkSq Hm/Pensacola-2572A - 3Car-Tray T14086709 PSQ2572A-3GT Al HIP 1 Job Reference o tional Mid -Florida Lumber, Bartow, FL. 8.130s Mar 11 2018 MiTek Industries, Inc. Fri May 18 10:27:51 2018 Page 1 ID:?9kVV7HBfw6C4uYzKV?IgLcy3mse-A2M40xSLda67L33FKmE1YNgOXTdF1EPao6FwZnzFIA6 15-10-12 9-12 7-0-0 10.11-6 14-10-12 1 -9- 19-3-1 111-4 2%11-12 2 11- 2 31-5-3 35-10-9 40-4-0 43-4-12 47-4-0 8-8-0 0-112-9-12 3-2-4 3-11-6 3-11-6 0-10- 3-4-5 1-8-3 5-0-8 -0-0 4-5-7 4-5-7 4-5-7 3-0.12 3-11-4 1-4-0 0- 1-7 Scale = 1:81.9 7x12 — 5x5 = 7x6 = 2x4 II 3 26 4 5 27 28 6 7x6 = 4x6 = 4x4 = 6x12 = 6. 00 12 7 29 8 30 9 10 2x4 2x4 i 2 11 1 zm 19M o_ 12 ` 1' 13 1 Io 04x6 = 23 22 21 2x4 l 3x8 2x4 17 16 15 14 4x6 = 3x6 = 5x16 = 5x6 14'7200 12 5x6 p 8x10 = 6x6 = 3x6 = 6x14 MT20HS = 8x12 MT20HS = 15- 10-12 26-11-12 7- 0.0 10.11-6 14-10.12 1 9- 19-3-1 25-11-12 I - 31-5-3 35-10.9 40-4-0 47-4-0 7- 0-0 3-11-6 3-11-6 0110- 3-4-5 1-8-3 5-0.8 1aVI 0- -7 4-5-7 4-5-7 4-5-7 7-0-0 0- 1-7 0-10-9 Plate Offsets (X Y)-- f5:0-3-0 0-4-81 f7:0-3-0 0-4-81 f15:0-3-0 Edge], f17:0-2-8 Edgel f18:0-3-4 0-3-81 f20:0-5-8 0-2-41 f21:0-2-8,Edgel f24:0-2-0,0-0-121. f25:0-2-0,0-2-01 LOADING ( psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.85 18-19 661 240 MT20 2441190 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/TP12014 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. lb/size) 1=3234/0-7-8, 12=3302/0-7-8 Max Horz 1=-51(LC 6) Max Uplift 1=-594(LC 8), 12=-633(LC 8) Max Grav 1=3280(LC 13), 12=3340(LC 14) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-2-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 9- 3-9 on; bracing: 19-20 8- 8-13 oc bracing: 18-19. FORCES. ( lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-8190/1603, 4-5=-13805/2663, 5-6=-15901/3035, 6-7=-15901/3035, 7-8=-15590/2999, 8- 9=-10245/1982,9-10=-8385/1638,10-11=-6491/1251,11-12=-6376/1218, 1- 2=-6379/1232, 2-3=-6505/1259 BOT CHORD 1-23=-1034/5581, 22-23=-1059/5864, 21-22=-66/349, 19-20=-2610/13975, 18- 19=-2960/15808, 16-17=-77/407, 15-16=-1568/8423, 14-15=-1052/5815, 12- 14=-1017/5538 WEBS 4-20=-1262/6676, 5-20=-1272/312, 7-18=-512/172, 8-18=-1170/6173, 8-16=-3585/750, 9- 16=-422/2338,9-15=-1967/442,1D-15=-648/3330,11-14=-71/389,4-22=-4100/839, 3- 22=-617/3190, 2-23=-66/403, 6-19=-734/249, 5-19=-370/2166, 20-22=-1507/8145, 16- 18=-1875/10112 NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "xY) nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=140mph ( 3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; 6=45ft, L=24ft, eave=6ft; Cat. 11, 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 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 594 lb uplift at joint 1 and 633 lb uplift at 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.363 o MiTek USA, Inc. FL Cer16634 6604 Parke East Blvd, Tampa FL 33610 Date: ioint 12 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall y building design. Bracing indicated is to preventbucklingofindividualtrussweband/or chord members only. Additional temporary and permanent bracing MIT@ C 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 ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 May 18,2018 Job Truss Truss Type Qty Ply ParkSq Hm/Pensacola-2572A - 3Car-Tray T14086709 PSQ2572A-3GT Al HIP 1 nL Job Reference o tional Mid -Florida Lumber, Bartow, FL. 8.13u s mar it zuid mi I ex Inausmes, Inc. rn Iviay la Mu ZI a l cu io rdya 4 ID:?9kW7HBfw6C4uYzKV?IgLcy3mse-A2M40xSLda67L33FKmEtYNgOXTdF1EPao6FwZnzFIA6 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) 467 lb down and 141 lb up at 40-4-0, and 467 lb down and 141 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(F) 3=-385(F) WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. - Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/orchord 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 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Qty Ply ParkSq Hm/Pensacola-2572A - 3Car-TrayT14086710ussTpe PSQ2572A-3GT A2 1 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri May 18 10:27:52 2018 Page 1 I D:xYsHYzCvSjSo8s6jcQn IQ 1 y3msc-eEvSEH SzOtE_zDeRuTIG5bDXBtw6mgXk 1 m_T5DzF IA5 4-9-4 8-11-15 14-10-12 1510-12 21-4-8 26-4-0 26-1112 31-2-0 34-8-8 38-4-0 42-6-12 47-4-0 8-8- 4-9-4 4-2-11 5-10-13 1-0- 5-5-12 4-11-8 0- - 2 4-2-4 3-6-8 3-7-8 4-2-12 4-9-4 1-4-0 5x8 = 3x6 = 5x5 = 3x6 = 4x6 = 3x6 = 5x5 = 3 24 4 25 26 5 6 27 7 28 829 9 6,00 12 2x4 2x4 2 10 30 23 1 4x6 = 20 19 2x4 II 3x8 = 2x4 II 15 14 13 6x8 = 8x10 }jy.dpc1T1 5x6 \\ 7x8 = 3x8 = 8x12 MT20HS = Scale = 1:81.9 4x6 = 4-9- 8-11-15 14-10-12 1510-1 21-4-8 26-11-12 112-03 -8-8 38-4-0 47-4-0 4- 9-4 4-2-11 5-10-13 1-0- 5-5-12 5-7-4 4-2-4 3-6-8 3-7-8 9-0-0 Plate Offsets (X,Y)-- [3:0-6-0,0-2-8], [5:0-2-8,0-3-4], [9:0-2-8,0-2-4], [14:0-2-0,Edge], [15:0-2-8,Edge], [16:0-4-4,0-4-0], [18:0-3-12,0-2-8], [19:0-2-8,Edge], [21:0-2-0,0-0-12], LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.63 16-17 >888 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -1.29 16-17 >436 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(CT) -0.38 1 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 268 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 3- 5,5-9: 2x4 SIP No.1 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.2 'Except' 16- 18,1-19,11-14: 2x4 SIP No.1 WEBS 2x4 SP No.3 *Except` 3- 18,14-16,18-20: 2x4 SP No.2 REACTIONS. ( lb/size) 1 =1 867/0-7-8, 11 =1 969/0-7-8 Max Horz 11=-96(LC 10) Max Uplift 1=-312(LC 12), 11=-370(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=-182516104, 1-20=-1007/3090 WEBS 9-13=-347/ 1226, 5-17=-384/194, 7-14=-17071561, 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; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf; h=15ft, B=45ft, L=24ft; eave=6ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-3-12 to 3-3-12, Interior(1) 3-3-12 to 8-11-15, Exterior(2) 8-11-15 to 42-8-11, Interior(1) 42-8-11 to 48-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pond ing. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 312 lb uplift at joint 1 and 370 lb uplift at joint 11. 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 6934 6904 Parke East Blvd. Tampa FL 33610 Date: May 18,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1II-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 IN Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qly Ply ParkSq Hm/Pensacola-2572A - 3Car-Tray T14086711 PSQ2572A-3GT A3 MONO HIP 1 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. ts.lsu s mar 11 wits mI I ex mausmes, mu. ni rviay 10 iu.<r.00 ZU 10 FOYZ I D:xYsHYzCvSjSo8s6jcQn I Q 1 y3msc-6RTq RdTb9B MrbMDeRAHVdoljvH IXV8mtGQk1 dgzF IA4 5-9-12 11-0-0 14-10-12 15 10. 2 21-4-8 251'1-12 26 11- 2 31-7-14 36-4-0 41-4-12 47-4-0 8-8- 5-9-12 5-2-4 3-10-12 -0- 5-5-12 4-7-4 -0-0 4-B-2 4-8-2 5-0-12 5x8 = 3x6 = 5x5 = 3x6 = 3x6 = Sx8 = 3 424 25 5 6 26 727 28 8 6,00 112 3x6 5- 32 g 2 3x6 31 30 1 Scale = 1:83A d 10 0 11 I Id 17 0 4x6 = 21 20 19 2x4 3x8 = 15 14 13 12 4x6 = 2x4 II _ 2x4 15x10 = 5x6 00 12 5x6 \\ 7x8 6x8 = 3x6 = 2x4 11 7x8 = 5-9-12 15-10-12 11-0-0 4- 12 1 -9- 21-4-8 25-11-12 2 11- Z 31-7-14 36-4-0 41-4-12 47-4-0 5-9-12 5-2-4 3-10-12 0-10- 0-1-7 5-5-12 4-7-0 -0-0 4-8-2 4-8-2 5-0-12 5-11-4 Plate Offsets (X Y)-- r3 0-6-0 0-2-81 f 5 0-2-8 0-3-4j r8:0-6-0 0-2-81 f 15 0-2-8 Edge], f 16 0-2-0 0-2-41 f 18 0-2-4 0-3-01 f 19 0-2-8 Edge) f22 0-2-0 0-0-12j f23 0-2-0 0-2-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 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 WB 0.92 Horz(CT) 0.33 1 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 282 lb FT = 0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 'Except' 16-18: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except` 14-16,18-20: 2x4 SP No.2 REACTIONS. (lb/size) 1=1867/0-7-8, 10=1969/0-7-8 Max Horz 10=-116(LC 10) Max Uplift 1=-312(LC 12), 10=-370(LC 12) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-4-8 oc bracing. 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, 17-1 B=-1 197/4166, 16-17=-1383/4747, 13-14=-800/2784, 12-13=-963/3105, 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=-389/191, 3-20=-525/155, 2-20=-412/202, 3-18=-669/2152, 5-17=-396/201, 14-16=-1004/3481,7-16=-524/1758,4-17=-221/836,18-20=-796/2820 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10, VuIt=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) 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 48-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 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 312 lb uplift at joint 1 and 370 lb uplift at joint 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. Aibam PE Nor39380 MiTek USA, Inc. FL Cott 6634 6904iParke East Blvd. Tampa FL 33610 Date: May 18,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall pp pq T1,. building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ' y' kR is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the ei fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314, Tampa, FL 36610 Job Truss Truss Type Qty Ply ParkSq Hm/Pensacola-2572A -3Car-Tray T14086712 PSQ2572A-3GT A4 HIP 1 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri May 18 10:27:54 2018 Page 1 I D:fhretoHoJgyU2liAdOk3Aiy3nGL-ad 1 CeyUEwVU iC Woq?uokA01 sPggUEhYOV4Ta96zFIA3 6-9-4 13-0-0 20-1-15 27-2-1 34-4-0 40-5-12 47-4-0 4 6-9-4 6-2-12 7-1-15 7-0-3 7-1-15 6-2-12 6-9-4 1-4-0 5x5 = 2x4 I r— 3 27 28 29 4 3x6 = 3x6 = 5x5 = 5 6 30 731 Scale = 1:80.5 18 17 io 15 " 14 — — 12 11 4x6 — 2x4 I 3x6 = 4X6 = 3x8 = 3x6 = 4x6 = 3x6 = 2x4 4x6 13-0-0 20-1-15 27-2-1 34-4-0 40-6-12 47-4-0 6-9-4 6-2-12 7-1-15 7-0-3 7-1-15 6-2-12 6-9-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TIC 0.92 Vert(LL) 0.28 14-15 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.73 Vert(CT) 0.59 14-15 968 180 BCLL 0.0 Rep Stress.lncr NO WB 0.56 Horz(CT) 0.20 9 n/a n/a BCDL 10.0 Code FBC20177TP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SIP No.2 *Except* 3-5,5-7: 2x4 SIP No.1D BOT CHORD 2x4 SP No.1 WEBS 2x4 SIP No.3 REACTIONS. (lb/size) 1=1892/0-7-8.9=1978/0-7-8 Max Horz 1=-135(LC 10) Max Uplift 1=-316(LC 12), 9=-366(LC 12) PLATES GRIP MT20 244/190 Weight: 256 Ito FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 6-4-12 oc bracing. WEBS 1 Row at midpt 6-15 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3746/1185, 2-3=-3178/1071, 3-4=-3390/1203, 4-6=-3390/1203, 6-7=-3389/1206, 7-8=-3173/1075, 8-9=-3729/1183 BOT CHORD 1-18=-956/3313, 17-18=-956/3313, 15-17=-719/2788, 14-15=-926/3389, 12-14=-739/2745, 11-12=-969/3268, 9-11 =-969/3268 WEBS 2-18=0/256, 2-17=-607/269, 3-17=-91/504, 3-15=-292/984, 4-15=-453/238, 6-14=-524/244, 7-14=-296/987, 7-12=-89/496, 8-12=-592/262, 8-11=0/253 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf; h=15ft; B=45ft, L=24ft; eave=6ft, Cat. 11, Exp B; Encl., GCpi=0.18, MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 13-0-0, Exterior(2) 13-0-0 to 38-6-15, Interior(1) 38-6-15 to 48-8-13 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 316 Ito uplift at joint 1 and 366 lb uplift at joint 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.39380 MiTek USA, Inc. FL Cef16634 6904 Parke East Blvd, Tampa FL 33610 Date: May 18,2018 WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not * 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 MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd, Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply ParkSq Hm/Pensacola-2572A -3Car-Tray T14086713 PSQ2572A-3GT 61 GABLE 1 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 1-0-0 10-4-0 4x4 = 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri May 18 10:27:55 2018 Page 1 I D:YS49jAKJ NvSwXMOyssp?LYy3nGH-2pbasl VshocZggNOZbJziDrE?4 BQzGIAjjD7iYzF IA2 10-4-0 1-0-0 Scale = 1:37.7 Ig 3x4 = 22 21 20 19 18 17 16 15 14 3x4 = 5x5 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.10 Vert(LL) 0.00 13 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(CT) 0.00 13 n/r 120 BCLL 0.0 Rep Stress Incr NO WB 0.05 Horz(CT) 0.00 12 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 105 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. All bearings 20-8-0. lb) - Max Horz 2=-109(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 12, 19, 20, 21, 22, 17, 16, 15, 14 Max Grav All reactions 250 lb or less at joint(s) 2, 12, 18, 19, 20, 21, 22, 17, 16, 15, 14 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. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=2ft; Cat. 11; Exp B; Encl., GCpi=0.18, MWFRrn S (directional) and C-C Coer(3)-1-0-13 to 1-11-3, Exterior(2) 1-11-3 to 10-4-0, Corner(3) 10-4-0 to 13-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift atjoint(s) 2, 12, 19, 20, 21, 22, 17, 16, 15, 14. 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. Albanf PE No.39380 MiTek USA, Inc. FL Cott 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 18,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not % a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k` isalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd, Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job __ Truss Truss Type Qty Ply ParkSq Hm/Pensacola-2572A - 3Car-Tray T14086714 PSQ2572A-3GT 82 FINK 2 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri May 18 10:27:57 2018 Page 1 ID:YS49jAKJNvSwXMOyssp?LYy3nGH-_CjLH_W6DQsH3_XPgOLRoewTpudtR6yTB1 iEmRzFIAO 1-0-0 5-5-4 10-4-0 15-2-12 20-8-0 1-0-0 5-5-4 4-10-12 4-10-12 5-54 Scale = 1:36.1 4x4 = R1 4x4 = 5x8 = 44 - Ig LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017rrPI2014 CSI. TC 0.53 BC 1.00 WB 0.26 Matrix -MS DEFL. in Vert(LL) -0.18 Vert(CT) -0.40 Horz(CT) 0.04 loc) I/defl L/d 7-10 >999 240 7-10 >625 180 6 n/a n/a PLATES GRIP MT20 244/190 Weight: 91 Ito FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-1 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 6=825/0-7-8, 2=892/0-7-8 Max Horz 2=107(LC 11) Max Uplift 6=-137(LC 12), 2=-176(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1399/460, 3-4=-1050/352, 4-5=-1051/363, 5-6=-1404/475 BOT CHORD 2-7=-355/1226, 6-7=-353/1233 WEBS 3-7=-415/227, 4-7=-157/632, 5-7=-423/231 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=6ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-0-13 to 1-11-3, Interior(1) 1-11-3 to 10-4-0, Exterior(2) 10-4-0 to 13-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=137, 2=176. 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. Albans PE No.39360 MiTek USA, Inc; FL Cert 6634 6904 Parke East Blvd. Tampa Ft. 33610 Dater May 18,2018 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 114II-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing WOW 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 ANSIITPI1 Quality Criteria, OSS-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply ParkSq Hm/Pensacola-2572A - 3Car-Tray T14086715 PSQ2572A-3GT B3 FINK 4 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri May 18 10:27:58 2018 Page 1 I D:YS49jAKJN VSwXMOyssp?LYy3nGH-SOHjUKXkj_8h86bEksg KsSeJ IzdAZCcPhRnitzFlA? 5-1-4 10-0-0 14-10-12 20-4-0 5-1-4 4-10-12 4-10-12 5-5-4 Scale = 1:35.6 4x4 = 4x4 — 5x8 - 4x4 = 4 10-0-0 i 20-4-0 i 0-4- 10-0-0 10-4-0 LOADING (psr) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 TCDL 10.0 Lumber DOL 1.25 BC 0.97 BCLL 0.0 Rep Stress Incr YES WB 0.26 BCDL 10.0 Code FBC2017/TP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=813/0-7-8, 5=813/Mechanical Max Horz 1=-97(LC 10) Max Uplift 1=-136(LC 12), 5=-136(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1348/457, 2-3=-1017/354, 3-4=-1021/355, 4-5=-1375/467 BOT CHORD 1-6=-335/1154, 5-6=-352/1208 WEBS 2-6=-371/213, 3-6=-147/603, 4-6=-424/231 DEFL. in (loc) I/dell L/d PLATES GRIP Vert(LL) -0.19 6-12 >999 240 MT20 244/190 Vert(CT) -0.41 6-12 >599 180 Horz(CT) 0.04 5 Tie n/a Weight: 88 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-5-2 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) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf; h=15ft, B=45ft; L=24ft; eave=6ft; Cat. II; Exp B; Encl., GCpi=0.18, MWFRS (directional) and C; C Exterior(2) 0-4-0 to 3-4-0, Interior(1) 3-4-0 to 10-4-0, Exterior(2) 10-4-0 to 13-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 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 congection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=136, 5=136. , 1 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 ies. Thomas A. Albani PE No.393 0 MiTek USA, Inc, EL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Dater May 18,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ''t'ei kisalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage, For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply ParkSq Hm/Pensacola-2572A - 3Car-Tray T14086716 PS02572A-3GT C1 MONO HIP 1 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri May 18 10:27:58 2018 Page 1 I D:YS49jAKJNvSwXMOyssp?LYy3nGH-SOHjUKXk_J_8h86bEksgKsSeg I_PAcOcPhRnitzFIA? 1-0-0 5-0-0 6-7-8 1-0-0 5-0-0 1-7-8 aI 4x4 = 1.5x4 II 3 4 JX4 — L5x4 Scale = 1:19.5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.15 6-9 >505 240 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 Incr NO WB 0.08 Horz(CT) 0.01 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 29 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No. 1D except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-1-14 oc bracing. 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./Max. Ten. -All forces 250 (Ib) or less except when shown. WEBS 3-6=-443/165 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h=15ft; B=45ft; L=24ft, eave=6ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) 2 except (jt=lb) 5=131. 7) Girder carries hip end with 0-0-0 right side setback, 5-0-0 left side setback, and 5-0-0 end setback. 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 This Item has been 5-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. truss front back electronically signed and9) In the LOAD CASE(S) section, loads applied to the face of the are noted as (F) or (B). sealed by Albani, Thomas, PE LOAD CASE(S) Standard using a Digital Signature. 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Printed copies of this Uniform Loads Vert: 5-7=-=-32(F=-12), 1-3=-60, 3-4=-96(F=-36) document are not considered Concentrated Loads (lb) signed and sealed and the Vert: 3=-175(F) signature must be verified on any electronic coies. Thomas A. Albani PE ND.393 0 MiTek USA, Inc. FIL Coil 6634. 6904 Parke East Blvd. Tampa FL 33610 Date: May 18,2018 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors- This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314, Tampa, FL 36610 Truss Truss Type Qty Ply ParkSq Hm/Pensacola-2572A - 3Car-TrayT14086717PSQ2572A-31GT C2 MONO HIP 1 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 4x4 = 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri May 18 10:27:59 2018 Page 1 I D:YS49jAKJNvSwXMOyssp?LYy3nGH-xbr5igYM116_J HgooRNvt3?oVh N7v4?IeLBLfJZFIA_ 5-10-8 i6-7-8 5-10-8 0-9-0 4x4 = 1.5x4 I 4x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.08 4-6 951 240 TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(CT) 0.17 4-6 450 180 BCLL 0.0 Rep Stress Incr NO WB 0.04 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017rTP12014 Matrix -MP LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 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 Grant 1=568(LC 13), 4=574(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:20.7 PLATES GRIP MT20 244/190 Weight: 34 Ib FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft, B=45ft, L=24ft, eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18, MWFRS (directional), Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 4=132. 7) Girder carries tie-in span(s): 7-4-0 from 0-0-0 to 6-7-8 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=- 1 14(F=-94), 1-2=-60, 2-3=-60 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Ma building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd, Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314, Tampa, FL 36610 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. AlbaniPE No.393 0 MiTek USA, Ind. FLCert 6634 6904 Parke East Blvd. Tampa,FL 33610 Date:' May 18,2018 Job Truss Truss Type Qty Ply ParkSct Hm/Pensacola-2572A - 3Car-Tray T14086718 PSQ2572A-3GT CJ1 JACK 20 1 Job Reference (on- -- Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri May 18 10:27:59 2018 Page 1 I D:OfeXwWLx8Dan8 Wb8QZKEtmy3nGG-xbr5igYM116_JHgooR Nvt3?wKhYrv4ZleLBLrJzFIA_ 1-0-0 1-0-0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 TCDL 10.0 Lumber DOL 1.25 BC 0.01 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=8/Mechanical, 2=138/0-7-8, 4=-3/Mechanical Max Horz 2=43(LC 12) Max Uplift 3=-3(LC 9), 2=-80(LC 12), 4=-3(LC 1) Max Grav 3=9(LC 17), 2=138(LC 1), 4=14(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:7.0 2x4 = DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) 0.00 7 >999 240 MT20 244/190 Vert(CT) 0.00 5 >999 180 Horz(CT) 0.00 2 n/a n/a Weight: 5 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=24ft; eave=6ft; Cat. II; Exp B, Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 2) 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, 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 0 MiTek USA, Inc. FIL Cert 6634 6904 Parke East Blvd. Tampa FL,33610 Date: May 18,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the , fabrication, storage, delivery, erection antl bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314, Tampa, FL 36610 Job Truss Truss Type Qty Ply ParkSq Hm/Pensacola-2572A - 3Car-Tray T14086719 PSQ2572A-3GT CJ3 JACK 20 1 Job Reference o tional Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri May 18 10:28:00 2018 Page 1 I D:OfeXwVVLx8Dan8 Wb8QZKEtmy3nGG-PnOTvOY_VLErwRF_M9v8P HY5u5t6eXpvt?wu MmzF19z 1-0-0 3-0-0 1-0-0 1 3-0-0 2x4 = Scale: 1 "=1' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) -0.00 4-7 >999 240 MT20 244/190 TCDL 10.0 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 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 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 10-0-0 oc bracing. REACTIONS. (lb/size) 3=70/Mechanical, 2=193/0-7-8, 4=35/Mechanical Max Horz 2=76(LC 12) Max Uplift 3=-33(LC 12), 2=-70(LC 12) Max Grav 3=70(LC 1), 2=193(LC 1), 4=52(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3.Opsf; h=25ft; B=45ft; L=24ft; eave=6ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-0-13 to 1-11-3, Interior(1) 1-11-3 to 2-11-4 zone;C-C for members and forces & MWFRS for reactions shown; 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 copies. Thomas A. Aibani PE No.383 0 Wok USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date; May 18,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing w A'T 1. ICisalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage, For general guidance regarding the tMi 1 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply ParkSq Hm/Pensacola-2572A - 3Car-Tray T14086720 PSQ2572A-3GT CJ5 JACK 18 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. di 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri May 18 10:28:01 2018 Page 1 ID:UrCv8rLZvWiemg9K_HrTQzy3nGF-tzys6MZdGeMiYbgAvsQNyU4D1 VATN_226fgSuCzFl9y 1-0-0 5-0-0 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.04 4-7 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.26 Vert(CT) 0.06 4-7 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=127/Mechanical, 2=268/0-7-8, 4=64/Mechanical Max Horz 2=109(LC 12) Max Uplift 3=-64(LC 12), 2=-77(LC 12) 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. Scale = 1:17.0 PLATES GRIP MT20 244/190 Weight: 18 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf; h=25ft; B=45ft, L=24ft, eave=6ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-0-13 to 1-11-3, Interior(1) 1-11-3 to 4-11-4 zone;C-C for members and forces & MWFRS for reactions shown; 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 copies. Thomas A. Albans PE No.39380 MiTek USA, Inc. FL Cert 6634 004 Parke East Blvd. TampaFL 33610 Date: May 18,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Rpbuildingdesign. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply ParkSq Hm/Pensacola-2572A - 3Car-Tray T T14086721 PS02572A-3GT D1 GABLE 1 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri May 18 10:28:01 2018 Page 1 I D:YS49jAKJNvSwXMOyssp?LYy3nGH-tzys6MZdGeMiYbgAvsQ NyU4EsVD9N_326fg SuCzFl9y 1-0-0 3-8-0 7-4-0 8-4-0 , 1-0-0 3-8-0 3-8-0 1-0-0 4x4 = 12 11 10 9 8 1.5x4 11 1.5x4 11 1.5x4 11 1.5x4 11 1.5x4 11 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2017fTP12014 CSI. DEFL. in loc) I/dell L/d TC 0.20 Vert(LL) 0.00 7 n/r 120 BC 0.09 Vert(CT) 0.01 7 n/r 120 WB 0.06 Horz(CT) 0.00 8 n/a n/a Matrix-R LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. All bearings 7-4-0. lb)- Max Horz 12=112(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 11, 9 except 12=-108(LC 12), 8=-108(LC 12) Max Grav All reactions 250 lb or less at joint(s) 12, 8, 10, 11, 9 FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-12=-130/317. 6-8=-130/315 Scale = 1:24.8 PLATES GRIP MT20 244/190 Weight: 43 lb FT = 20 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=25ft; 6=45ft, L=24ft, eave=2ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3)-1-0-13 to 1-8-0, Exterior(2) 1-8-0 to 3-8-0, Corner(3) 3-8-0 to 6-8-0 zone; end vertical left and right exposed,C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 9 except Qt=lb) 12=108, 8=108. 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. Albans PE N0.39380 MiTek USA, Inc'FL.Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 18,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall } building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M jP,.kR 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 ANSIITPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply ParkSq Hm/Pensacola-2572A - 3Car-Tray T14086722 PSQ2572A-3GT D2 KINGPOST 3 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri May 18 10:28:02 2018 Page 1 I D:YS49jAKJ NvSwXMOyssp?LYy3nGH-L9 W E KhaF 1 yUZAIP MTZxcVid GTvTb6QpCKJP?QezF19x 1-0-0 3-8-0 7-4-0 8-4-0 1-0-0 3-8-0 3-8-0 1-0-0 4x4 = B nn Scale = 1:31.5 3-8-0 7-0-0 7 4- 3-8-0 3-4-0 -4- Plate Offsets (X Y)-- 12:0-2-0 0-1-121 14:0-2-0 0-1-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.03 7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.06 7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.03 Horz(CT) 0.12 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 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 purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=354/0-3-8, 9=354/Mechanical Max Horz 9=-141(LC 10) Max Uplift 6=-92(LC 12), 9=-85(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 8-9=-354/280, 2-8=-274/240, 4-6=-276/279 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. It Exp B, Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-0-13 to 1-11-3, Interior(1) 1-11-3 to 3-8-0, Exterior(2) 3-8-0 to 6-8-0 zone; cantilever right exposed ; end vertical left and right exposed,C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) 6, 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. AlbaniPE No.39380 MiTek USA, Inc. FL:Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 18,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MiTek' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IYIl 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 ANSIITP11 Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply ParkSq Hm/Pensacola-2572A -3Car-Tray T14086723 PSQ2572A-3GT D3 KINGPOST 1 1 Job Reference o lional MIa-I-lonaa Lumber, eanow, t-L. ID:YS49jAKJNvSwXMOyssp?LYy3nGH-pM4cXlbtoGcQnv_ZiHSrlvAYsJoLRBLZz9Yz4zFl9w 1-0-0 3-8-0 3-8-0 1-0-0 4x4 — 2.5x4 1 8 1x4 6 2.5x4 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) 0.03 6-7 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.49 Vert(CT) 0.05 6-7 999 180 BCLL 0.0 Rep Stress Incr NO WB 0.02 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MR LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 6=317/0-3-8, 8=391/0-3-8 Max Horz 8=112(LC11) Max Uplift 6=-105(LC 12), 8=-147(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown Scale = 1:25.1 PLATES GRIP MT20 244/190 Weight: 36 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h=25ft, B=45ft; L=24ft, eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-0-13 to 1-11-3, Interior(1) 1-11-3 to 3-8-0, Exterior(2) 3-8-0 to 6-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 3) The Fabrication Tolerance at joint 3 = 0%, joint 9 = 0%, joint 2 = 0%, joint 6 = 0%, joint 4 = 0%, joint 7 = 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 Qt=lb) 6=105,8=147. 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, Albans PE No,39390 MiTek USA, Inc. FL Celt 6634 6904 Parke East Blvd, Tampa,FL 33610 Date: May 18,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply ParkSq Hm/Pensacola-2572A - 3Car-Tray T14086724 PSQ2572A-3GT E1 HIP 1 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri May 18 10:28:04 2018 Page 1 I D:UrCv8rLZvWiemg9K_HrTQzy3nGF-HYe_INcVZZkHP3Zlb_z4a7ie7i2haC MVodu6VXzFl9v rt-0-0 3-9-0 7-0-0 13-4-2 19-8-4 22-11-0 26-l" 27-8-4 P1-0-0 3-9-4 3-2-12 6-4-2 6-4-2 3-2-12 3-9-4 1-0-0 6x8 = 4x6 = 2x4 11 19 5 20 6x8 = 6x8 = 3x4 = Scale = 1:47.2 4x6 = LOADING (psr) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TP12014 CSI. TC 0.65 BC 0.87 WB 0.54 Matrix -MS DEFL. in (loc) I/defl L/d Vert(LL) -0.21 11 >999 240 Vert(CT) -0.42 11-12 >757 180 Horz(CT) 0.14 8 n/a n/a PLATES GRIP MT20 244/190 Weight: 141 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 "Except" TOP CHORD Structural wood sheathing directly applied or 2-6-7 oc purlins. 4-6: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-0-1 oc bracing. BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=2279/0-3-8.8=2279/0-3-8 Max Horz 2=-77(LC 6) Max Uplift 2=-487(LC 8), 8=-487(LC 8) Max Grav 2=2324(LC 13), 8=2324(LC 14) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4494/979, 3-4=-4317/964, 4-5=-5007/1167, 5-6=-5007/1167, 6-7=-4317/964, 7-8=-4495/979 BOT CHORD 2-12=-809/4047, 11-12=-763/3899, 10-11=-763/3843, 8-10=-809/3989 WEBS 4-12=0/492, 4-11=-326/1418, 5-11 =-1 053/394, 6-11=-326/1418, 6-10=0/492 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pond ing. 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. This item has been6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=487, 8=487. electronically signed and 7) Girder carries hip end with 7-0-0 end setback. sealed by Albans, Thomas, PE 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 488 lb down and 169 lb up at using a Digital Signature. 19-8-4, and 488 lb down and 169 Ito up at 7-0-0 on top chord. The design/selection of such connection device(s) is the Printed copies of this 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). document are not Considered signed and sealed and the LOAD CASE(S) Standard signature must be verified 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) on any electronic coppleS. Thomas A. Albani PE No.39390 Vert: 1-4=-60, 4-6=-131(F=-71), 6-9=-60, 13-16=-44(F=-24) MiTek USA, Inc. FL Cert 6634 Concentrated Loads ( Vert: 4=-385(F) 6=-385(F) 6904 Parke East Blvd. Tampa FL 33610 Date; May 18,2018 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall gbuildingdesign. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IYl ekxisalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandproperlydamage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314, Tampa, FL 36610 Job Truss Truss Type Qty Ply ParkSq Hm/Pensacola-2572A - 3Car-Tray T14086725 PSQ2572A-3GT E2 HIP 2 1 Job Reference o tional Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri May 18 10:28:05 2018 Page 1 1 D: UrCv8rLZvWiemg9K_HrTQzy3nGF-IkC Myjc7 Kts81 C8x8iUJ6KFug6SfJlieOHefl zzFl9u r1-0-0 4-9-4 9-0-0 13-4-2 17-8-4 21-11-0 26-8-4 27-8-4 1-0-0 4-9-4 4-2-12 4A-2 4-4-2 4-2-12 4-9-4 1-0-0 Scale = 1:47.2 3x4 = 4x4 = 5x5 = 1.5x4 5x5 = 4 20 5 21 6 3x4 = 4x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) 0.08 11 999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.63 Vert(CT) 0.18 11-12 999 180 BCLL 0.0 Rep Stress Incr NO WB 0.15 Horz(CT) 0.06 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 134 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1131/0-3-8, 8=1131/0-3-8 Max Horz 2=97(LC 11) Max Uplift 2=-299(LC 12), 8=-299(LC 12) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1982/698, 3-4=-1800/655, 4-5=-1592/625, 5-6=-1592/625, 6-7=-1800/655, 7-8=-1982/698 BOT CHORD 2-12=-551/1743, 11-12=-368/1397, 10-11=-377/1397, 8-10=-560/1743 WEBS 3-12=-279/197, 4-12=-113/394, 4-11=-104/374, 5-11=-292/157, 6-11=-104/374, 6-10=-113/394, 7-10=-279/197 Structural wood sheathing directly applied or 3-11-14 cc purlins. Rigid ceiling directly applied or 7-11-0 cc 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=25ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-0-13 to 1-11-3, Interior(1) 1-11-3 to 9-0-0, Exterior(2) 9-0-0 to 22-0-5, Interior(1) 22-0-5 to 27-9-1 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=299, 8=299. 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 codes. Thomas A. Albani PE No.393 0 Welk USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: May 18,2018 WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTekS connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall pp /qr Tbuildingdesign. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 'y' 1 ,. kR 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 ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314, Tampa, FL 36610 Job Truss Truss Type Qty Ply ParkSq Hm/Pensacola-2572A - 3Car-Tray T14086726 PSQ2572A-3GT E3 HIP 2 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri May 18 10:28:06 2018 Page 1 ID:yl mlLBMBgggVOgkXY_MiyBy3nGE-DxmkA3dl5B_?eMj8iP?YfYot iWoT29NnFxNDaPzF19l r1-0-0 5-9-4 11-0-0 15-8-4 20-11-0 26-8-4 ,27-8-4i 1-0-0 5-9-4 5-2-12 4-8-4 5-2-12 5-9-4 1-0-0 Scale = 1:47.2 61 3x4 = 1.4 II 4x7 = 4x4 = 4 22 235 3x4 = 3x4 = 3x8 = 3x4 = d LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.08 12 >999 240 MT20 244/190 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 FBC2017/TP12014 Matrix -MS Weight: 138 Ito FT = 20 % LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-6 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-2-14 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1131/0-3-8, 7=1131/0-3-8 Max Horz 2=-116(LC 10) Max Uplift 2=-299(LC 12), 7=-299(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1975/651, 3-4=-1474/548, 4-5=-1257/542, 5-6=-1475/548, 6-7=-1975/651 BOT CHORD 2-13=-499/1713, 12-13=-499/1713, 10-12=-293/1256, 9-10=-509/1712, 7-9=-509/1712 WEBS 3-12=-532/238, 4-12=-85/379, 5-10=-93/380, 6-10=-531/238 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=25ft; B=45ft; L=24ft; eave=6ft; Cat. Il; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-0-13 to 1-11-3, Interior(1) 1-11-3 to 11-0-0, Exterior(2) 11-0-0 to 19-11-3, Interior(1) 19-11-3 to 27-9-1 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) The Fabrication Tolerance at joint 4 = 0 %, joint 5 = 0%, joint 2 = 0 %, joint 11 = 0%, joint 3 = 0 %, joint 13 = 0%, 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 psf 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) except Qt=lb) 2=299, 7=299. 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 46.393 0 MiTek USA, Inc. FL Cert 6834 6904 Parke East Blvd, Tampa FL 33610 Date: May 18,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 14II-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply ParkSq Hm/Pensacola-2572A - 3Car-Tray T14086727 PS02572A-3GT E4 FINK 2 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri May 18 10:28:07 2018 Page 1 I D:y 1 ml LB M BgggVOgkXY_MiyBy3nGE-17J7NPe NsU7sG WI KG7Xn CI K8Gw3cnejxUb7m6szF 19s r1-0-0 6-11-5 13-4-2 19-8-15 26-8-4 1-0-0 6-11-5 6-4-13 6-4-13 6-11-5 Scale = 1 AT3 4x8 = 4R1 3x4 = 3x4 = 5x6 = 3x4 = I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.66 Vert(LL) -0.23 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.35 9-12 >928 180 BCLL 0.0 Rep Stress Incr NO WB 0,24 Horz(CT) 0.06 6 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Weight: 122 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-0-9 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1131/0-3-8, 6=1131/0-3-8 Max Horz 2=-136(LC 10) Max Uplift 2=-299(LC 12), 6=-299(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1866/560, 3-4=-1671/560, 4-5=-1678/563, 5-6=-1868/560 BOT CHORD 2-9=-395/1636, 8-9=-188/1079, 6-8=-412/1627 WEBS 3-9=-404/236, 4-9=-180/679, 4-8=-183/683, 5-8=-402/236 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=25ft; B=45ft; L=24ft; eave=6ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-0-13 to 1-11-3, Interior(1) 1-11-3 to 13-4-2, Exterior(2) 13-4-2 to 16-4-2 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) The Fabrication Tolerance at joint 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 Qt=lb) 2=299, 6=299. 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 Cerf 6634 8904 Parke East Blvd. Tampa FL 33610 Dater May 18,2018 14 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTekisalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply ParkSq Hm/Pensacola-2572A - 3Car-Tray T14086728 PSQ2572A-3GT E5 FINK 7 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8,130 s Mar 11 2018 MiTek Industries, Inc. Fri May 18 10:28:07 2018 Page 1 I D:yt ml LBMBgggVOgkXY_MiyBy3nGE-i7J7 NPeNsU7sGWl KG7XnCIK8Gw3cnefxUb7m6szF19s 1-0-0 6-11-5 13-4-2 19-8-15 26-8-4 27-8-4 1-0-0 6-11-5 6-4-13 6-4-13 6-11-5 1-0-0 R1 Scale = 1:47.0 4x4 = 3x4 = 5x6 = 3x4 = 3x4 = 9-0-15 17-7-5 26-8-4 9-0-15 8-6-7 9-0-15 Plate Offsets (X Y)-- I8 0-3-0 0-3-0) LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 TCDL 10.0 Lumber DOL 1.25 BC 0.92 BCLL 0.0 Rep Stress Incr NO WB 0.25 BCDL 10.0 Code FBC2017ITP12014 Matrix -MS 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=-138(LC 10) Max Uplift 2=-299(LC 12), 6=-299(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1866/561, 3-4=-1671/562, 4-5=-1679/565, 5-6=-1868/561 BOT CHORD 2-9=-395/1637, 8-9=-182/1066, 6-8=-412/1627 WEBS 3-9=-417/242, 4-9=-186/693, 4-8=-189/697, 5-8=-416/242 DEFL. in (loc) I/defl L/d Vert(LL) -0.23 8-9 -999 240 Vert(CT) -0.35 9-12 >927 180 Horz(CT) 0.06 6 n/a n/a PLATES GRIP MT20 244/190 Weight: 122 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-0-9 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=24ft; eave=6ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-0-13 to 1-11-3, Interior(1) 1-11-3 to 13-4-2, Exterior(2) 13-4-2 to 16-4-2 zone;C-C for members and forces & MWFRS for reactions shown; Lumber COL=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 Ito uplift at joint(s) except (jt=lb) 2=299, 6=299. 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. Alban) PE No,393 0 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810 Date: May 18,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall R1 '} e k" building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing (VI1' is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314, Tampa, FL 36610 Job Truss Truss Type Qty Ply ParkSq Hm/Pensacola-2572A - 3Car-Tray T14086729 PSQ2572A-3GT E7 HIP 1 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri May 18 1U:28:U8 2U18 Hage 1 I D:QEKgZXNpRByM?_Jj5itxVOy3nGD-AJtVblfOdoFjugsWgg2OkzlGXKQY W?J4j FsJelzF 19r r1-0-0 3-9-4 7-0-0 13-4-2 19-8-4 22-11-0 26-8-4 27-8-4 1-0-0 3-9-4 3-2-12 6A-2 6-4-2 3-2-12 3-9-0 1-0-0 Scale = 1:47.2 6x8 MT18HS = 6x8 MT18HS = 3x4 = 4 20 5 21 6 T0 A 0 4x10 = 8x8 = 4x4 = 7x6 = 8x8 = 4x10 = 5-7 4 11-2-12 15-5-8 21-1-0 1 26-8-4 I 5-7-4 5-7-8 4-2-12 5-7-8 5-7-4 Plate Offsets (X Y)-- (2 0-5-0 0-1-71 f4 0-5-8 0-2-41 16 0-5-8 0-2-41 I8 0-5-0 0-1-71 (10 0-4-0 0-4-121 i11 0-3-0 0-4-81 113 0-4-0 0-4-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.19 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.38 10-11 >852 180 MT18HS 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.61 Horz(CT) 0.10 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 152 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except" TOP CHORD Structural wood sheathing directly applied. 4-6: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 5-3-12 oc bracing. BOT CHORD 2x6 SP No.1 WEBS 2x4 SP No.3 "Except" 4-13,6-10: 2x4 SP No.2 REACTIONS. (lb/size) 8=2926/0-3-8, 2=1609/0-3-8 Max Horz 2=-78(LC 10) Max Uplift 8=-848(LC 9), 2=-413(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3143/1204, 3-4=-3004/1162, 4-5=-3502/1391, 5-6=-4099/1653, 6-7=-5920/2441, 7-8=-6054/2480 BOT CHORD 2-13=-1010/2786, 12-13=-863/2547, 11-12=-1417/3932, 10-11=-1625/4263, 8-10=-2159/5385 WEBS 4-13=-87/332,4-12=-476/1294, 5-12=-870/396, 5-11 =-1 27/362, 6-11 =-267/189, 6-1 0=-1 137/2689 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=25ft; B=45ft; L=24ft, eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18, MWFRS (directional) and C-C Exterior(2)-1-0-12 to 1-11-4, Interior(1) 1-11-4 to 7-0-0, Exterior(2) 7-0-0 to 23-11-3, Interior(1) 23-11-3 to 27-9-1 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 This Item has been3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. electronically Signed and 5) 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 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 using a Digital Signature. will fit between the bottom chord and any other members. Printed COpleS Of this 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) document are not considered8=848, 2=413. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2272 lb down and 996 lb up at signed and sealed and the 21-1-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Signature must be Verified 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). On any electronic Copies. Thomas A. Albani PE 14o.39380 LOAD CASE(S) Standard MiTek USA, Inc. FL Gott 6634 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 6404 Parke East Blvd, Tampa FL 33610 Uniform Loads (plf) Date: Vert: 1-4=-60, 4-6=-60, 6-9=-60, 2-8=-20 May 18,2018 ontinued on Dane 2 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev, 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MiTek' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for 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 ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply ParkSq Hm/Pensacola-2572A - 3Car-Tray T14086729 PSQ2572A-3GT E7 HIP 1 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri May 18 10:28:09 2018 Page 2 I D: Q E KgZXNp R8yM?_Jj5itxVOy3nGD-e W Rto5feO6NaVq Rj NYZF HAQRGjmnF SZExvctAkzFl9q LOAD CASE(S) Standard Concentrated Loads (Ib) Vert:10=-2272(F) WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors- This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/of chord members only. Additional temporary and permanent bracing 'j'e k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the M fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply=a-2572A 3Car-TrayT14086730 PSQ2572A-3GT F1 GABLEal Mid -Florida Lumber, Bartow, FL. 0-48 1 2 3 4 5 44 43 42 41 3x3 = u. i iu s Ntar I I zu to Ivi I eK inuu5timb, u- ru IVIGy to to-oto cv . rayc i ID: McRQzDO4zlC4FHT5D7wPapy3nGB-6i?F?RgG9PVR7_OvxF4UpOyDX71R_2oNAZLQjAzF19p 0- k8 Scale = 143.2 3x6 FP = 5 6 7 8 9 10 11 12 13 14 15 40 39 38 37 36 35 34 33 32 31 16 17 18 19 20 21 22 IT7 4630 29 28 27 26 25 24 23 3x6 FP = 10- 8-2 16-0-0 1- 4-0 2-8-0 4-0-0 fi 6-8-0 8-0-0 9-4-0 10-8-0 12-0-0 13-4-0 74-8-0 75-11-2 17-4-0 18-8-0 20-0-0 2t-4-0 22-8-0 Z -0 25-4-0 26-7-4 1- 4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-00- -2 1-4-0 t-4-0 1-3-2 1-4-0 1-4-0 1-4-0 1- 3-14 0-0-14 1- 4-0 1-4-0 1-4-0 1-4-0 1_ _4 LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d 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 Incr YES WB 0.03 Horz(CT) 0.00 23 n/a n/a BCDL 5.0 Code FBC20171TP12014 Matrix-R Weight: 115lb FT=20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) 'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 44- 45,46-47: 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 26-7-4. lb) - Max Grav All reactions 250 lb or less at joint(s) 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 = 0%, 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 = 0%, 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 = 0%, 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 1-4-0 oc. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") 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.393 0 MiTek USA, Inc. FL Cert 6634 69D4 Parke East Blvd, Tampa FL 33610 Dater May 18,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Im building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mirek" 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 ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply ParkSq Hm/Pensacola-2572A - 3Car-Tray T14086731 PSQ2572A-3GT F2 FLOOR 4 1 Job Reference (optional) Mid-Flonda Lumber, Bartow, FL. 0-1-8 H 1 6.1sU s Mar 11 ZU18 MI I eK Industries, Inc. t-rl May ltl 1U:Ztl:1Z ZUlt1 rage 1 I D: McRQzDO4zlC4FHT5D7wPapy3nG B-2570Q6i Wh l l8MHAH3g6yvp2_Gxol Spl getgXn3zF19n 1 3-10_ 1 3-10 I Scalcall 1:44.5 1x3 II 1x3 = 3x6 FP= 3x6 = 3x4 = 4x8 = 3x4 = 1x3 II 1x3 = 2 3 45 6 7 8 9 10 11 12 13 14 34 0 33 31 30 29 28 27 26 25 24 23 22 21 2019 18 17 16 15 4x4 = 1x3 3x4 = 4x6 = 3x4 = 3x6 FP = 1x3 II 1x3 3x4 = 10-8-2 15-4-4 15-112 26-7-4 10-8-2 4-8-2 0-6-14 10-8-2 Plate Offsets (X Y)-- 119 0-1-8 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell L/d 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 Incr YES WB 0.61 Horz(CT) 0.03 22 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight: 141 Ito FT = 20%F, 11 %E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) 'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 1-31,14-15: 2x4 SP No.2(flat) REACTIONS. (lb/size) 31=736/0-3-8, 15=386/0-7-8, 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. (lb) -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, 4-6=-2096/0, 6-7=-1890/0, 7-8=-971/0, 8-9=0/689, 9-10=0/1156, 10-11=-882/492, 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=012126, 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, 17-1 8=-492/882, 16-17=-88/839 WEBS 9-22=-1697/0, 1-30=0/948, 7-26=0/440, 2-30=-887/0, 6-26=-358/0, 2-29=0/481, 6-27=-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 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 5 = 0%, joint 25 = 0%, joint This Item has been 7 = 0%, joint 22 = 0%, joint 30 = 0%, joint 26 = 0%, joint 2 = 0%, joint 6 = 0%, joint 29 = 0%, joint 27 = 0%, joint 3 = 0%, joint 28 = electronically signed and 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%, sealed by Albani, Thomas, PE joint 17 = 0%, joint 19 = 0%, joint 12 = 0%, joint 18 = 0%, joint 11 = 0%, joint 32 = 0%, joint 33 = 0%, joint 34 = 0% using a Digital Signature. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 15 lb uplift at joint 15. Printed copies Of this 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. document are not ConsideredStrongbackstobeattachedtowallsattheirouterendsorrestrainedbyothermeans. 6) CAUTION, Do not erect truss backwards. Signed and Sealed and the signature must be verified on any electronic copies. Thomas A. Albaln PE No.39380 MiTek USA, Inc. FLCert 6634 6904 Parke East Blvd. Tampa FIL 33610 Date: May 18,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek6 connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mlf@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 ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available.from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314, Tampa, FL 36610 Job Truss Truss Type Qty Ply ParkSq Hm/Pensacola-2572A - 3Car-Tray T14086732 PSQ2572A-3GT F3 FLOOR 10 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 0-1-8 H 1 3 4x6 = 1 4x4 = 2 8.130 s Mar 11 201B Mi I ek Industries, Inc. Fn May 18 1u:z8:13 zuld rage I I D:eTT3eOKA5ojNLOteC Wzeg8y3msS-WHh OeSj8SKt?_RIUcNdBROa7 BL6V B E3psXa4J VzF19m I 3x6 FP = 3x4 = 3x3 = 3x3 = 3x3 = 3x3 = 3x3 = 3 4 5 6 7 8 9 0- 8 S le = 1:44.7 4x5 = 1x3 = 3x3 = 3x4 = 4x4 = 1x3 = 10 11 12 13 30 I291 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 3x3 = 4x6 = 44 = 3x4 = 3x3 = 3x3 = 1x3 ll tx3 11 3x3 = 3x3 = 3x4 = 4x4 = 46 = 1.5x4 ll 3xl2 MT20HS FP = 1.5x4 SP = 13-4-2 1AM, 2 26-7-4 13-4-2 0-5-10 12-9-8 Plate Offsets (X Y)-- 11:Edge 0-1-81 f13:0-1-8 Edgel LOADING (par) SPACING- 1-7-2 CSI. DEFL. in (loc) I/defl L/d TCLL 40.0 Plate Grip DOL 1.00 TC 0.88 Vert(LL) 0.75 22 418 360 TCDL 10.0 Lumber DOL 1.00 BC 0.95 Vert(CT) 1.04 21-22 304 240 BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(CT) 0.14 14 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-R LUMBER- BRACING - TOP CHORD 2x4 SP No.1(flat) *Except* TOP CHORD 1-4: 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.1(flat) *Except* BOT CHORD 18-28: 2x4 SP DSS(flat) WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 28=1152/0-7-8, 14=1152/0-7-8 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-28=-1146/0, 13-14=-1146/0, 1-2=-1207/0, 2-3=-3130/0, 3-5=-4572/0, 5-6=-5575/0, 6-7=-6111/0, 7-8=-6261/0, 8-9=-6103/0, 9-10=-5554/0, 10-11=-4542/0, 11-12=-3087/0, 12-13=-1155/0 BOT CHORD 26-27=0/2288, 25-26=0/3950, 24-25=0/5176, 23-24=0/5951, 22-23=0/6261, 21-22=0/6261, 20-21=0/6261, 19-20=0/5937, 17-19=0/5151, 16-17=0/3914, 15-16=0/2239 WEBS 1-27=0/1607, 2-27=-1504/0, 2-26=0/1170, 3-26=-1140/0, 3-25=0/866, 5-25=-840/0, 5-24=0/554, 6-24=-524/0, 6-23=-70/409, 7-23=-499/199, 13-15=0/1570, 12-15=-1508/0, 12-16=011179, 11-16=-1149/0, 11-17=0/874, 10-17=-846/0, 10-19=01561, 9-19=-533/0, 9-20=-64/ 415, 8-20=-506/192 PLATES GRIP MT20 244/190 MT20HS 1871143 Weight: 137 lb FT = 0%F, 0%E Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 2-2- 0 oc bracing: 17-19. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Required 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Od (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. 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. Albam PE No.39380 Welk USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date:' May 18, 2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. SAME Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ME building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiT,r k" is always requiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage, For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply ParkSq Hm/Pensacola-2572A - 3Car-Tray T14086733 PSQ2572A-3GT F4 FLOOR 1 1 Job Reference (optional) Mid-Flonda Lumber, Bartow, FL. 0-1-8 H 1! P" 8.130 s Mar 11 2018 Mi I ek Industries, Inc. Fri May 18 10:28:15 2018 Page 1 1 D: McRQzD04zl C4FHT5D7wPapy3nGB-Tgo838kPzy7jElvskogfWRgRDBnff6Y6Kr3BOOzF l9k 0" 0-8 Scat = 1:44.5 4x4 = 3x4 = 3x4 = 1x3 = 1x3 = 1x3 I 3x6 FP = 5x6 = 4x6 = 4x4 = 3x6 = 1x3 II 4x4 = lx3 = 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 35 Ic' 34 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 1x3 11 3x4 = 3x6 = 5x6 = 4x6 = 4x4 = 3x8 MT20HS FP = 4x4 = 4x6 = 2x3 3x8 = 2x3 SP= 1x3 II 3x4 = 8-4-15 8-8-10 17-9-10 20-6-10 121-9-10 26-7-4 8-4-15 0-4-11 9-0-0 2-9-0 1-3-0 4-9-10 Plate Offsets (X Y)-- 113:0-1-6 Edge], 116:0-1-8 Edoel 07:0-1-8 Edgel 119:0-1-8 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.98 Vert(LL) 0.21 23 988 360 MT20 244/190 TCDL 10.0 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 FBC2017ITP12014 Matrix-S Weight: 145 lb FT = 20%F, 11 %E LUMBER- BRACING - TOP CHORD 2x4 SP No.2D(flat) *Except` TOP CHORD 5-16: 2x4 SP No. 1(flat) BOT CHORD 2x4 SP No.2D(flat) *Except* BOT CHORD 17-22: 2x4 SP DSS(flat) WEBS 2x4 SP No.3(flat) *Except* 1-32,16-17: 2x4 SP No.2(flat) REACTIONS. (lb/size) 32=37/0-3-8, 17=981/0-7-8, 27=2307/0-3-8 Max Uplift 32=-276(LC 4) Max Grav 32=324(LC 3), 17=996(LC 4), 27=2307(LC 1) FORCES. (Ib) -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, 4-6=0/1825, 6-7=0/3047, 7-8=0/1636, 8-9=-824/0, 9-10=-2506/0, 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=011796, 23-24=0/3187, 21-23=0/3610, 20-21=0/2663, 19-20=0/2663, 18-19=0/1865 WEBS 7-27=-1467/0, 1-31=-410/325, 6-27=-1195/0, 2-31=-271/503, 6-28=01941, 2-30=-805/0, 4-28=-1065/0, 3-30=0/297, 4-29=0/331, 7-26=0/1878, B-26=-1782/0, 8-25=0/1411, 9-25=-1372/0, 9-24=0/1009, 10-24=-967/0, 10-23=0/694, 16-18=0/1262, 15-1 8=-1 303/0, 15-19=0/1118, 14-19=-338/0, 13-20=-468/0, 12-21=-574/0, 13-21=0/818 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 MT20 plates unless otherwise indicated. 3) All plates are 3x3 MT20 unless otherwise indicated. 4) The Fabrication Tolerance at joint 32 = 0%, joint 22 = 0%, joint 1 = 0%, joint 17 = 0%, joint 16 = 0%, joint 5 = 0%, joint 27 = 0%, joint 31 = 0%, joint 6 = 0%, joint 2 = 0%, joint 28 = 0%, joint 30 = 0%, joint 4 = 0%, joint 3 = 0%, joint 29 = 0%, joint 26 = 0%, joint 7 = 0%, 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 11 = 0%, joint 23 = 0%, joint 20 = 0%, joint 13 = 0%, joint 12 = 0%, joint 21 = 0%, joint 33 = 0%, joint 34 = 0%, joint 35 = 0%, joint 22 0% 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 276 lb uplift at joint 32. 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. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 440 lb down at 18-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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. MiTek USA, Inc. FL toil 6634 6904 Parke East Blvd, Tampa FL33610 Date: - WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTeoD connectors. This design is based only upon parameters shown, and is for an individual building component, notDotatrusssystem. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Tbuildingdesign. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M1 (ek 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 ANSIITPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314, Tampa, FL 36610 May 18,2018 Job s Truss Type Qty Ply ParkSq Hm/Pensacola-2572A - 3Car-Tray T14086733 PSQ2572A-3GT FF4 FLOOR 1 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2U18 MI I ek Inoustrles, Inc. rn may is 1u:zd: io zu Its rage z I D: McRQzDO4zlC4FHT5D7wPapy3nGB-Tgo838kPzy7j ElvskogfWRg RD8nff6Y6Kr3BOOzF 19k LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-32=-10, 1-16=-100 Concentrated Loads (lb) Vert: 23=-440(F) WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall RIM building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 't y 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 ANSIITPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 D Job - Truss Truss Type Oty Ply ParkSci Hm/Pensacola-2572A - 3Car-Tray T14086734 PSQ2572A-3GT F5 FLOOR 1 1 Job Reference o tiorial Mid -Florida Lumber, Bartow, FL. i 1-3-0 8.130 s Mar 11 2018 MI I ek Industries, Inc. Fri May 18 10:28:15 2018 Page 1 I D:J?ZBOvQKVMSn Ubd UKYytfEy3nG9-Tgo838kPzy7j ElvskogfWRgcr8yGfH_6Kr3BOOzFl9k i 0" 3x3 = 3x3 = 1 3x6 = 2 310 43x3 = 5 1 3x3 I I LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in loc) I/dell L/d TCLL 40.0 Plate Grip DOL 1.00 TC 0.30 Vert(LL) 0.03 7-8 999 360 TCDL 10.0 Lumber DOL 1.00 BC 0.29 Vert(CT) 0.04 7-8 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(CT) 0.00 6 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) 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 lx3 = o 1x3 = 12 Weight: 46 lb FT = 20%F, 11 e/ E BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced 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 6 = 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. Albam PE N0.393 0 MiTek USA, Im FL Ceit 6634 6904 Parke East Blvd. Tampa FL 33610 Dater WARNING - Verify design paramefers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7477 rev. 1010312015 BEFORE USE. ®o Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not El g a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 May 18,2018 Job Truss Truss Type Qty Ply ParkSq Hm/Pensacola-2572A - 3Car-Tray T14086735 PSQ2572A-3GT F6 FLOOR 1 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. I 1r3-0 i 1 00 u.1Ju s Mar it Lu1d MI IeK InUUS[rleS, lnc, r'll IVldy IO Iu.L — z— rag. ID:nB7ZcFRyFgae6lCguFT6CSy3nG8-xsMWGUl1 kFFarvU31WBu3fCgvY7UOdFGYVokwgzFl9j ii 17 i 0-H8 Scale = 1:27.4 1x3 = 4x6 = 1x3 II 3x8 = 1x3 II 4x6 = 1x3 = 14x6 2 3 4 5 6 7 8 9 3x3 11 10 1A 17 1R 15 14 13 12 11 1x3 II 3x6 = 1x3 II 22 0 21 7-10-8 10-7-8 16-5-12 7- 10-8 2-9-0 5-10-4 Plate Offsets (X Y)-- f1:Edge 0-1-81 f4 0-1-8 Edgel 16 0-1-8 Edgel f9 0-1-8 Edgel f12 0-1-8 Edgel f18 0-1-8 Edgel LOADING ( psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.72 Vert(LL) -0.30 13-14 >648 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.93 Vert(CT) -0.41 13-14 >473 240 BCLL 0.0 Rep Stress Incr NO WB 0.61 Horz(CT) 0.04 10 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight: 90 lb FT = 20 % F, 11 % E LUMBER- BRACING - TOP CHORD 2x4 SP DSS(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP DSS(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. ( lb/size) 20=820/0-3-8, 10=805/0-7-8 FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-20=-787/0, 9-10=-756/0, 1-2=-802/0, 2-3=-2428/0, 3-4=-2428/0, 4-5=-3075/0, 5- 6=-3131/0, 6-7=-2460/0, 7-8=-2460/0, 8-9=-729/0 BOT CHORD 18-19=0/1612, 17-18=0/2428, 16-17=0/2428, 15-16=013513, 14-15=0/3513, 13-14=0/2460, 12- 13=0/2460, 11-12=0/1553 WEBS 5-15=0/330, 1-19=0/1068, 5-16=-612/0, 2-19=-1127/0, 4-16=0/930, 2-18=0/1151, 3- 18=-427/0, 4-17=-437/0, 9-11=0/990, 8-11=-1146/0, 8-12=0/1279, 7-12=-500/0, 5- 14=-539/0, 6-14=0/970, 6-13=-477/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 44 MT20 unless otherwise indicated. 3) 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. 4) CAUTION, Do not erect truss backwards. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 440 lb down at 7-10-12 on 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). This Item has been LOAD CASE(S) Standard electronically signed and 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 sealed by Albani, Thomas, PE Uniform Loads (plf) using a Digital Signature. Vert: 10-20=-7, 1-9=-67 Printed copies of this ConcentratedLoads (lb) Vert: 15=-440(F) document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Alban) PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 18,2018 WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not v I truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" isalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPIt Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply ParkSq Hm/Pensacola-2572A - 3Car-Tray T14D86736 PS02572A-3GT F7 FLOOR 2 1 Job Reference (optional) Mlo-rlonoa Lumber, tianow, FL. i 1it 3x3 = 1US 2 8.13U s Mar 11 ZU18 Mi I ek Industries, Inc. Fri May 16 10:28:17 2018 Page 1 I D: nB7ZcFRyFgae6lCg uFT6CSy3nG8-P2wvTgmfVZNRT22 FrDiBcslgOyTS78KPn9Yl SGzF19i 1-0-0 1-7-4 0-1 8 Scale = 1:27.4 1x3 30 = 3x8 = 3 4 5 3x4 = 1x3 = 3x3 = 1x3 3x4 = 1x3 = 6 7 8 9 22 10 Y 21 1q is 17 16 15 14 13 12 11 3x3 II 3x4 = 3x3 = 1x3 II 3x3 = 3x6 = 3x3 = 1x3 II 3x4 = 3x4 = 1x3 II Plate Offsets (X Y)-- 19:0-1-8 Edoel f12:0-1-8 Edgej LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.81 Vert(LL) -0.22 13-14 >876 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.95 Vert(CT) -0.30 13-14 >641 240 BCLL 0.0 Rep Stress Incr YES WB 0.36 Horz(CT) 0.03 10 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight: 90lb FT=20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No. 1(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 13-14,12-13. REACTIONS. (lb/size) 20=59310-3-8, 10=593/0-7-8 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-572/0, 9-10=-562/0, 1-2=-563/0, 2-3=-1585/0, 3-4=-1585/0, 4-5=-1877/0, 5-6=-1921/0, 6-7=-1628/0, 7-8=-1628/0, 8-9=-526/0 BOT CHORD 18-19=0/1117, 17-18=0/1585, 16-17=0/1585, 15-16=0/2032, 14-15=0/2032, 13-14=0/1628, 12-13=0/1628, 11-12=0/1098 WEBS 1-19=0/749, 2-19=-771/0, 4-16=0/446, 2-18=0/678, 4-17=-269/0, 9-11=0/715, 8-11=-795/0, 8-12=0/766, 7-12=-290/0, 6-14=0/455, 6-13=-287/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) 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. 3) 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. AlbaniPE No.39380 MiTek USA, Inc. FL Cott 6634 6904 Parke East Blvd. Tampa FL 33610 Dater May 18,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p * building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IYI'1'Pi kRisalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Hm/Pensacola-2572A - 3Car-Tray TParkq T14086737 GT F8 FLOOR 5 ference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s mar ii 2018 MIIek Inausmes, inc. F6 may io iu.<o. o 4v U rage I D: FOhxpaSaO_iVjvntSy_Llfy3nG7-tEU HhAmHGtV15CdRPwDN84H45MpOsZwYOoi r?jzFl9h I 1-3-0 0i 0-H8 Scale = 1 33.5 3x6 = 1 1x3 11 3x6 FP = 2 3 4 5 6 7 8 9 10 25 0 24 23 22 21 20 19 Id I I io iv I II 3x5 = 3x6 FP = lx3 11 3x5 = lx3 LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/defl L/d TCLL 40.0 Plate Grip DOL 1.00 TC 0.49 Vert(LL) 0.25 16-17 955 360 TCDL 10.0 Lumber DOL 1.00 BC 0.93 Vert(CT) 0.34 16-17 696 240 BCLL 0.0 Rep Stress Incr NO WB 0.47 Horz(CT) 0.06 12 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD BOT CHORD 2x4 SP No.2(flat) *Except* 12-20: 2x4 SP No.2D(flat) BOT CHORD WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 23=1079/Mechanical, 12=729/0-7-8 FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-23=-1074/0, 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=0/2848, 17-18=0/2981, 16-17=0/2981, 15-16=0/2849, 14-15=0/2290, 13-14=0/1377 WEBS 11-13=0/968, 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=0/379, 7-15=-378/0, 4-19=-368/0, 4-18=-87/358, 6-16=-250/139 PLATES GRIP MT20 244/190 Weight: 106 Ito FT = 20%F, 11%E 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 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 = 0%, joint 22 = 0%, joint 1 = 0%, joint 10 = 0%, joint 2 = 0%, joint 14 = 0°%, joint 21 = 0%, joint 9 = 0%, joint 3 = 0%, joint 15 = 0%, joint 19 = 0%, joint 7 = 0%, joint 4 = 0%, joint 16 = 0%, joint 18 = 0%, joint 6 = 0%, joint 5 = 0%, joint 17 = 0%, joint 24 = 0%, joint 25 = 0% 4) Refer to girder(s) for truss to truss connections. 5) 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. 6) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 12-23=-7, 1-11=-67 Concentrated Loads (lb) Vert:1=-350 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.'Albanl PE No.393 0 MiTek USA, Ind. FCCert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 18,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ot building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPH Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314, Tampa, FL 36610 Job Truss Truss Type City Ply ParkSq Hm/Pensacola-2572A - 3Car-Tray T14086738 PS02572A-3GT F9 FLOOR 2 1 Job Reference (optional) Mid-Flodda Lumber, Bartow, FL. 0-1-8 H I 1 I 11 LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in loc) I/defl L/d TCLL 40.0 Plate Grip DOL 1.00 TC 0.29 Vert(ILL) 0.01 8-9 999 360 TCDL 10.0 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/TP12014 Matrix-S LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BOT CHORD REACTIONS. (lb/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 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri May 18 10:28:18 2018 Page 1 I D: FOhxpaSaO_iVjvntSy_Lly3nG7-tE U HhAmH GtV 15CdR PwDN84 H7BM_JsfZYOolr?jzFl9h 1 2 3 4 I_( Scale = 1:12.5 12 1x3 = PLATES GRIP MT20 244/190 Weight: 39 lb FT = 20%F, 11%E Structural wood sheathing directly applied or 6-0-0 oc purjins, 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) 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 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 codes. Thomas A. Albani PE 4 393 0 MiTek USA, Inc. FL Cert 6634. 69D4 Parke East Blvd. Tampa FL 33610 Date: May 18,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Nil' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not Latrusssystem. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply ParkSq Hrn/Pensacola-2572A - 3Car-Tray -" T14086739 PSQ2572A-3GT F10 FLOOR 1 1 Job Reference (optional) Mid -Florida Lumber. Bartow. FL. 0-1-8 H 1 1-3-0 8.13u s Mar 11 zuib MI I eK Inaustnes, mc. rn may to lu:zo: lu zu io raye i I D: FOhxpaSaO_i VjvntSy_Llfy3nG7-6i?F?RgG9P VR7_OvxF4UpOyIQ7Gj_09NAZLQjAzFl9p i 00 01— Scale = 1:14.2 1 2 31x3 II 4 5 12 LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.28 Vert(LL) -0.01 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 Incr YES WB 0.14 Horz(CT) 0.00 6 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight: 44 lb FT = 20%F, 11 %E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flal) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 11=268/0-3-8, 6=268/0-3-8 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=0/415, B-9=0/415, 7-8=0/413 WEBS 5-7=0/287, 1-10=0/285, 4-7=-262/0, 2-10=-260/0 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 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 = 0%, joint 12 = 0%, joint 13 = 0 % 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Od (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 coppies. Thomas A. Albani PE No,39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: May 18,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not „ a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply ParkSci Hm/Pensacola-2572A - 3Car-Tray T14086740 PSQ2572A-3GT F11 FLOOR 1 1 Job Reference (optional) Mid-Floncla Lumber, Barlow, FL. 8.130 s Mar 11 ZU18 MI l elk Industries, Inc. Fn May 18 10:28:1 I Z018 Page 1 I D:?RGyh5OJwKLg R9mc?3YpXBy3msN-auZdDmhuwjd117b5VybjMbVp8XTIjN2XPD5zFdzFl90 1 1-3-0 0-6- Scale = 1:11.8 6x6 = 3x6 II 3x6 11 6x6 = 1 2 3 4 4x4 = 1x3 1x3 4x4 = 9 8 7 6 5 3x3 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid TCLL 40.0 Plate Grip DOL 1.00 TC 0.73 Vert(LL) 0.03 8-9 999 360 TCDL 10.0 Lumber DOL 1.00 BC 0.71 Vert(CT) 0.03 8 999 240 8CLL 0.0 Rep Stress Incr NO WB 0.54 Horz(CT) 0.01 5 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-R LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BOT CHORD REACTIONS. (lb/size) 10=1070/0-7-8, 5=1070/0-7-8 Max Grav 10=1240(LC 3), 5=1240(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-1239/0, 4-5=-1239/0, 1-2=-877/0, 2-3=-1652/0, 3-4=-877/0 BOT CHORD 8-9=0/1652, 7-8=0/1652, 6-7=0/1652 WEBS 4-6=0/1141, 1-9=0/1141, 3-6=-1079/0, 2-9=-1079/0 3x3 11 PLATES GRIP MT20 244/190 Weight: 46 lb FT = 0%F, 0%E Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Structural wood sheathing directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Girder carries tie-in span(s): 7-0-0 from 0-0-0 to 6-3-8 3) 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. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-10=-10, 1-4=-344 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 Cent 6634 69,04 Parke East Blvd. Tampa FL 33810 Data: May 18,2018 WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall - building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSIITPI1 Quality Criteria, DSB-89 and BC51 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type oty Ply ParkSq Hm/Pensacola-2572A -3Car-Tray T14086741 PSQ2572A-3GT G1 MONO HIP 1 nL Job Reference o tional Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri May 18 10:28:20 2018 Page 1 I D:?RGyh5OJwKLg R9mc?3YpXBy3msN-pdcl 6roXoUIOK WngXLGrDV NJ 19XMKP WrT6ny3bzF 19f 2-7-1 5-0-6 7-5-11 9-11-0 12-4-5 14-8-0 17-2-12 , 204-0 21A-0 , 2-7-1 2-5-5 2-5-5 2-5-5 2-5-5 2-3-11 2-12 3-1 4 1-0-0 Scale = 1:36.5 1z 4rn 2x4 II 19 3x4 = 4x6 = 1.5x4 I 6x12 MT20HS = 1.5x4 4x8 = 4x4 = 3x4 = 3x6 = 2-7-1 5-0-6 7-5-11 9-11-0 12-4-5 14-8-0 1 17-2-12 20-4-0__ j 2-7-1 2-5-5 2-5-5 2-5-5 2-5-5 2-3-11 2-6-12 3-1-4 Plate Offsets (X Y)-- I17 0-6-0 0-3-41 LOADING (psf) SPACING- 1-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.91 Vert(LL) -0.39 15 >619 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.00 BC 0.81 Vert(CT) -0.76 15 >316 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.66 Horz(CT) -0.11 19 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-R Weight: 205 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-2-1 oc purlins, 1-7: 2x4 SP No.1 except end verticals. BOT CHORD 2x4 SP No.1 'Except' BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. 10-17: 2x4 SP DSS WEBS 2x4 SP No.2 `Except' 8-13,1-19,9-12,7-12,7-9: 2x4 SP No.3 REACTIONS. (lb/size) 19=2740/0-7-8, 10=1813/0-7-8 Max Horz 10=-20(LC 8) Max Uplift 19=-317(LC 4), 10=-197(LC 4) Max Grav 19=3370(LC 14), 10=2178(LC 14) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 8-9=-311/33, 9-10=-4229/382, 1-2=-526/49, 2-3=-11484/1057, 3-4=-11507/1061, 4-5=-14802/1346, 5-6=-14802/1346, 6-7=-13450/1218, 1-19=-495/69 BOT CHORD 18-19=-628/6770, 17-18=-628/6770, 16-17=-1307/14276, 15-16=-1307/14276, 14-15=-1218/13450, 13-14=-921/10206, 12-13=-856/9478, 10-12=-327/3640 WEBS 9-12=-236/2705, 7-12=-6356/576, 7-9=-3454/322, 2-19=-6786/629, 3-17=-748/111, 5-15=-717/104, 6-14=-1327/163, 2-17=-468/5133, 4-17=-3004/270, 4-15=-55/572, 6-15=-139/1469,7-14=-322/3524 NOTES- 1) 2-ply truss to be connected together with 10d (0.148"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. This Item has beenBottomchordsconnectedasfollows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. electronically signed and 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 sealed by Albani, Thomas, PE ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. using a Digital Signature. 3) Unbalanced roof live loads have been considered for this design. Printed COpleS Of this4) Wind: ASCE 7-10: Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.25 plate grip DOL=1.25 document are not considered 5) Provide adequate drainage to prevent water ponding. Signed and Sealed and the 6) All plates are MT20 plates unless otherwise indicated. Signature must be Verified 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. on any electronic c es. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Thomas A. Albani PE No:3' 0 0 will fit between the bottom chord and any other members. MiTek USA, Inc, FL Celt 6634 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 317 lb uplift at joint 19 and 197 lb uplift 6904 Parke East Blvd. Tampa FL 33610 at joint 10. Date; LOAD CASE(S) Standard May 18,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall fiffi building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mirek` 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 ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job r Truss Type Qty Ply ParkSq Hm/Pensacola-2572A - Kar-TrayTGlu T14086741 PSQ2572A-3GT MONO HIP 1 Jab Reference o tional Mid-Flonda Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri May 18 10:28:20 2018 Page 2 I D:?RGyh5OJwKLgR9mc?3YpXBy3msN-pdcl 6roXoUIOK WngXLGrDVNJ 19XM KP WrT6ny3bzFi9f LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 8-11=-30, 1-20=-254(F=-224), 7-20=-269(F=-224), 13-19=-25, 10-13=-10 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall - - building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek-` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, OSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply ParkSq Hm/Pensacola-2572A - 3Car-Tray T14086742 PSQ2572A-3GT G2 MONO HIP 1 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 Mil ek Industries, Inc. Fri May 18 lu:zts:z-1 zu-Id rage i I D:jaFJ 1 wSCnH rML2 L3OgVa Hty3nG6-H pAPJ BpAZnttygMO43n4mivSOZrs3rT?imWVb2zF19e 3-0-14 6-0-1 8-11-3 11-10-6 14-7-12 17-2-4 20-3-4 3-0-14 2-11-2 2-11-2 2-11-2 2-9-6 2-6-8 3-1-0 Scale = 1:35.2 2x4 II 16 3x4 6x6 = 7x6 = 4x4 = 4x4 = 5x5 8x8 = = i 3-0-14 6-0-1 8-11-3 11-10-6 i 14-7-12 i 17-2-4 I 20-3-4 LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.00 Lumber DOL 1.00 Rep Stress Incr NO Code FBC2017/TP12014 CS'. TC 1.00 BC 0.92 WB 0.74 Matrix-R LUMBER - TOP CHORD 2x4 SP No.1 "Except" 7-9: 2x4 SP No.2 BOT CHORD 2x6 SP DSS "Except" 14-16: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 1-15,2-14,3-13,6-12: 2x4 SP No.2 REACTIONS. (lb/size) 16=1006/0-7-8, 9=1062/Mechanical Max Horz 9=-28(LC 9) Max Uplift 16=-69(LC 6), 9=-116(LC 10) Max Grav 16=1169(LC 2), 9=1152(LC 16) DEFL. in (loc) I/deft L/d Vert(LL) -0.35 12-13 >678 360 Vert(CT) -0.68 12-13 >355 240 Horz(CT) -0.06 16 n/a n/a PLATES GRIP MT20 244/190 Weight: 111 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-10-3 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 7-0-3 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-1007/242, 1-2=-2851/660, 2-3=-4781/1130, 3-4=-5690/1463, 4-5=-5690/1463, 5-6=-5690/1463, 8-9=-2330/701 BOTCHORD 15-16=-84/363, 14-15=-660/2851, 13-14=-1158/4867, 12-13=-1463/5690, 11-12=-1471/5084, 10-11=-1358/4643, 9-10=-637/2020 WEBS 1-15=-606/2618, 2-15=-879/233, 2-14=-497/2041, 3-14=-574/186, 3-13=-321/922, 4-13=-263/90, 5-12=-262/71, 6-12=0/867, 6-8=-1943/645, 6-10=-2825/777, 8-10=-324/1261 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h=15ft; B=45ft, L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 20-1-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pond ing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 69 lb uplift at joint 16 and 116 lb uplift at joint 9. 8) 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. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 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 MiTek USA, Inc: FL Cett 6634 6904 Parke East Blvd. Tampa FL 33610 Date; May 18,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. unull Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall PH building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, OSS-89 and BCSI Building Component 6904 Parke East Blvd, Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314, Tampa, FL 36610 Job Truss Truss Type Qty Ply ParkSq Hm/Pensacola-2572A - 3Car-Tray T14086742 PS02572A-3GT G2 MONO HIP 1 1 Job Reference o tional Mid-Flonda Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri May 18 10:28:21 2018 Page 2 I D:jaFJ 1 wSCnHrM L2L30g VaHty3nG6-HpAPJ BpAZnttygM043n4mivSOZrs3rT?imWVb2zF19e LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-6=-75, 7-9=-60, 9-16=-20 Concentrated Loads (lb) Vert: 6=-248 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall ant building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing l: is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the M'rli fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty172 arkSq Hm/Pensacola-2572A - 3Car-Tray T14086743 PSQ2572A-3GT G3 ROOF TRUSS 1 b Reference o tional Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri May 18 10:28:22 2018 Page 1 I D: Bmph EGTrYbzDzCwFZN 1 pg4y3nG5-IOjoXXgoK5?kZgxCemlJJwShfzBloJA8xQG38UzF 19d i 1-11-9 3-9-6 5-7-4 i 7-10-7 10-1-10 12-4-13 14-8-0 16-5-14 18-3-11 20-3-4 i 1-11-9 1-9-13 1-9-14 2-3-3 2-3-3 2-3-3 2-3-3 1-9-14 1-9-13 1-11-9 Scale = 1:34.3 3x4 = 4x4 = 1.5x4 II 4x4 = 5x5 = 1.5x4 II 3x4 = 3x4 = 3x4 = 3x8 = 3x8 = 2 3 23 4 24 5 6 7 8 25 9 10 11 22 3x4 = 4x4 = 2x4 4x4 = 3x8 = 7x6 = 3x4 = 3x8 = 3x8 = 2x4 3x4 I THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. 4 7-10-7 10-1-10 12-4-13 14-8-0 16-5-14 18-3-11 20-3-4 1-11-9 1-9-13 1-9-14 2-3-3 2-3-3 2-3-3 2-3-3 1-9-14 1-9-13 1-11-9 Plate Offsets (X Y) 15 0 2 8 0 3 01 110 0 3 8 0 1 81 113 0-3-8 0-1-81 114:0-3-8 0-1-81 116 0-3-0 0-4-121 LOADING (psf) SPACING- 1-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.71 Vert(LL) 0.41 16-17 >581 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.94 Vert(CT) 0.57 16-17 >423 240 BCLL 0.0 Rep Stress Incr NO WB 0.65 Horz(CT) 0.04 12 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight: 223 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-7 oc purlins, BOT CHORD 2x6 SP No.1 "Except' except end verticals. 12-16: 2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 *Except* 1-21,11-13,2-20,10-14,9-15: 2x4 SP No.2 REACTIONS. (lb/size) 22=1112/0-3-8, 12=2738/Mechanical Max Uplift 22=-153(LC 4), 12=-396(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-22=-968/136, 1-2=-1778/244, 2-3=-4444/606, 3-4=-4444/606, 4-5=-6891/934, 5-6=-8030/1090, 6-7=-8030/1090, 7-8=-9294/1291, 8-9=-9878/1399, 9-10=-7740/1107, 10-11=-4324/623, 11-12=-2461/359 BOT CHORD 20-21=-244/1778, 19-20=-606/4444, 18-19=-606/4444, 17-18=-947/6983, 16-17=-1291/9294,15-16=-1399/9878,14-15=-1107/7740,13-14=-623/4324, 12-13=-41 /279 . WEBS 1-21=-257/1880, 4-19=-922/135, 4-18=-379/2658, 8-15=-1389/202, 11-13=-658/4573, 2-21=-1361/193, 3-20=-343/53, 2-20=-409/3013, 10-13=-2308/340, 9-14=-1725/251, 10-14=-548/3861, 9-15=-335/2416, 5-18=-683/108, 5-17=-178/1147, 7-16=-59/400, 8-16=-633/ 117. 7-17=-1373/218 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 0-2-0 oc. This Item has been Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. electronically signed andWebsconnectedasfollows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to sealed by Albani, Thomas, PE ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. using a Digital Signature. 3) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h=15ft; B=45ft, L=24ft, eave=4ft, Cat. Printed copies Of this 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 document are not Considered4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Signed and Sealed and the 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 signature must be verified will fit between the bottom chord and any other members. On any electronic coppies. 7) Refer to girder(s) for truss to truss connections. Thomas A. Albani PE No.39380 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 153 lb uplift at joint 22 and 396 lb uplift MiTek USA, Inc. FL Cert 6634 at joint 12. 9) Girder carries tie-in span(s): 7-0-0 from 14-5-8 to 20-0-12 6904 Parke East Blvd. Tampa FL 33610 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1368 lb down and 198 lb up at Date: 14-8-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. May 18,2018 TuffifeRSEtol SPIN WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314, Tampa, FL 36610 Job Truss Truss Type Qty Ply ParkSq Hm/Pensacola-2572A -3Car-Tray T14086743 PSQ2572A-3GT G3 ROOF TRUSS 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri May 18 10:28:22 2018 Page 2 I D: Bmph EGTrYbzDzCwFZN 1 pg4y3nG5-10joXXgoK5?kZgxCeml JJwShfzBloJABxQG38UzFlgd LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-8=-50, 8-11=-303(F=-253), 12-22=-5 Concentrated Loads (lb) Vert: 8=-1368(F) WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing fl(O;yl:" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the r rr 1 I fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 A Job Truss Truss Type Qty Ply ParkSq Hm/Pensacola-2572A - 3Car-Tray T14086744 PSQ2572A-3GT GS FLOOR 1 1 Job Reference o tional Mid -Florida Lumber, Bartow, FL. d. IOU s Mal I I Lu to Ivll ten II luubu—, IIn.. r u May ,a, .c.cc cu,v ID:BmphEGTrYbzDzCwFZN1pg4y3nG5-IOjoXXgoK5?kZgxC.r lJ" Sgiz A.TF8xiS 3&UzF19d 3-5-0 3-5-0 1 4x4 — 2 1.5x4 II 2x4 11 4x4 = Scale = 1:9.4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TIC 0.77 Vert(LL) 0.00 4 "" 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Verl(CT) -0.00 4 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 5.0 Code FBC2017ITP12014 Matrix -MP Weight: 19 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 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 1-4=-424/0, 2-3=-424/0 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Girder carries tie-in span(s): 8-6-4 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 3-1 Od (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=1.00, Plate Increase=1.00 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,39380 MiTek USA, Inc, FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: May 18,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not 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 Mirek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314, Tampa, FL 36610 Job ^ Truss Truss Type Qty Ply ParkSq Hm/Pensacola-2572A - 3Car-Tray T14086745 PSQ2572A-3GT H1 HIP 1 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri May 18 10:28:23 2018 Page 1 I D: BmphEGTrYbzDzCwFZN 1 pg4y3n G5-ECHAktgQ5P8bBz W PC UpYr7?pYNYpXtsl94?cgwzFl9c 1-0-0 7-0-0 10-6-2 14-0-4 21-0-4 1-0-0 7-0-0 3-6-2 3-6-2 7-0-0 Scale = 1:37.0 5x5 = 3x4 = 4 5x5 = 15 5 3x6 = 3x4 = 6x6 = 3x6 = LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017ITP12014 cSl. TC 0.95 BC 0.82 WB 0.23 Matrix -MS DEFL. in (loc) I/defl L/d Vert(LL) -0.10 7-11 >999 240 Vert(CT) -0.26 7-11 >981 180 Horz(CT) 0.08 6 n/a n/a PLATES GRIP MT20 244/190 Weight: 91 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No. to *Except* TOP CHORD Structural wood sheathing directly applied. 3-5: 2x4 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=1720/0-3-8, 2=1787/0-3-8 Max Harz 2=75(LC 7) Max Uplift 6=-376(LC 8), 2=-415(LC 8) Max Grav 6=1799(LC 14), 2=1858(LC 13) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3346/793, 3-4=-2931/740, 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=-412/168, 5-7=-23/607 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. ll; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 376 lb uplift at joint 6 and 415 lb uplift at This item has been joint 2. 7) Girder carries hip end with 7-0-0 end setback. electronically signed and 8) Hanger(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 189 lb up at 7-0-0 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 the LOAD CASE(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=1.25 signature must be verified Uniform Loads (plf) 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.39360 Concentrated Loads (lb) MiTek USA, Inc. PL Cert 6634 Vert: 3=-385(F) 5=-385(F) 6904 Parke East Blvd. Tampafl 33610 Date: May 18,2018 WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ` a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* 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 ANSVTPI7 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply ParkSq Hm/Pensacola-2572A - 3Car-Tray " T14086746 PSQ2572A-3GT H2 HIP 1 1 Job Reference o tional Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. hrl May 18 1u:28:24 20i6 rage 1 ID:BmphEGTrYbzDzCwFZN1 pg4y3nG5-iOrYxDr2siGRp75bmBKnOLX4VmunGLrROkIACNzFl9b t-0-0 4-9-4 9-0-0 12-0-4 16-3-0 21-0-4 1-0-0 4-9-4 4-2-12 3-0-4 4-2-12 4-9-4 Scale = 1:36.4 4x8 = 4x4 = 17 5 4x4 = 3x4 = 5x8 = 44 = 9-1-12 11-10-8 i 21-0-4 9-1-12 2-8-12 9-1-12 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2017/TP12014 CSI. DEFL. in loc) I/defl Ud TC 0.56 Vert(LL) 0.15 9-15 999 240 BC 0.78 Vert(CT) 0.33 9-15 775 180 WB 0.19 Horz(CT) 0.04 7 n/a n/a Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (lb/size) 7=839/0-3-8, 2=906/0-3-8 Max Horz 2=96(LC 11) Max Uplift 7=-199(LC 12), 2=-246(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1465/551, 3-4=-1153/433, 4-5=-980/426, 5-6=-1156/436, 6-7=-1472/546 BOT CHORD 2-9=-453/1291, 8-9=-253/977, 7-8=-440/1300 WEBS 4-9=-67/320, 5-8=-91/322, 3-9=-364/228, 6-8=-372/232 PLATES GRIP MT20 244/190 Weight: 102 lb FT = 20 Structural wood sheathing directly applied or 4-5-1 oc purlins. Rigid ceiling directly applied or 8-9-0 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=25ft, B=45ft; L=24ft; eave=4ft, Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-0-13 to 1-11-3, Interior(1) 1-11-3 to 9-0-0, Exterior(2) 9-0-0 to 12-0-4, Interior(1) 16-4-15 to 21-0-4 zone;C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 199 lb uplift at joint 7 and 246 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 copies. Thomas A. Albani PE No.393 0 MiTek USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 18,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not p a truss system. Before use. the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPi1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd, Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job c Truss Truss Type Qty Ply ParkSt Hm/Pensacola-2572A - 3Car-Tray T14086747 PSQ2572A-3GT J5 JACK 1 1 Job Reference (optional) Mid -Florida Lumber, Barlow, FL. 61 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri May 18 10:28:24 2018 Page 1 I D:fyM4RcUTJv54a MVS75Y2Mly3nG4-iOrYxDr2siGRp75bmBKnOLX8DmOsGNIROkIACNzF19b 1-0-0 5-0-0 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.04 4-7 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.26 Vert(CT) 0.06 4-7 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017lTP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=127/Mechanical, 2=268/0-7-8, 4=64/Mechanical Max Horz 2=109(LC 12) Max Uplift 3=-64(LC 12), 2=-77(LC 12) 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. Scale = 1:1 TO PLATES GRIP MT20 244/190 Weight: 18 lb FT = 20 % BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3.Opsf; h=25ft; B=45ft; L=24ft; eave=6ft; Cat. II; Exp B, Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-0-13 to 1-11-3, Interior(1) 1-11-3 to 4-11-4 zone,C-C for members and forces & MWFRS for reactions shown; 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 64 lb uplift at joint 3 and 77 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 copies. Thomas A. Albani PE No.M o Walk USA, Inc. FLCott 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 18,2018 WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Not building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mirek" 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 ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply ParkSq Hm/Pensacola-2572A - 3Car-Tray T14086748 PSQ2572A-3GT J6 JACK 3 1 Job Reference (optional) Mid -Florida Lumber, Barlow, FL. 3x4 = 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri May 18 wzb:25 2u18 rage i I D:fyM4RcUTJv54aMVS75Y2Mly3nG4-AbPw9ZsgdOOI QHgnJvrOwY4D6AIv?q?adOUjlpzF I9a 6-10-0 6-10-0 Scale = 1:21.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.12 3-6 700 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.53 Vert(CT) 0.22 3-6 366 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.02 1 n/a n/a BCDL 10.0 Code FBC2017(TPI2014 Matrix -MP Weight: 22 lb FT = 20 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 1=27110-2-0, 2=182/Mechanical, 3=89/Mechanical Max Horz 1=113(LC 12) Max Uplift 1=-34(LC 12), 2=-94(LC 12), 3=-1(LC 12) Max Grav 1=271(LC 1), 2=182(LC 1), 3=127(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; 6=45ft; L=24ft; eave=6ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-2-0 to 3-2-0, Interior(1) 3-2-0 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 34 lb uplift at joint 1, 94 lb uplift at joint 2 and 1 lb uplift at joint 3. 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 6904 Parke East Blvd, Tampa FL 33610 Date: May 18,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-T4T3 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mirek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply ParkSci Hm/Pensacola-2572A - 3Car-Tray T14086749 PSQ2572A-3GT J7 JACK 26 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 91 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri May 18 10:28:26 2016 Page 1 I D:fyM4RcUTJv54aMVS75Y2M1y3nG4-enzl Mvtl OKW92RF_tcMFTmdOlaevkHEks2EGH FzF19Z 1-0-0 7-0-0 1-0-0 7-0-0 3x4 = LOADING (psf) 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 10.0 Code FBC2017ITP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=182/Mechanical, 2=346/0-7-8, 4=90/Mechanical Max Horz 2=143(LC 12) Max Uplift 3=-93(LC 12), 2=-86(LC 12) Max Grav 3=182(LC 1), 2=346(LC 1), 4=129(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:22.9 DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) 0.12 4-7 >682 240 MT20 244/190 Vert(CT) -0.24 4-7 >351 180 Horz(CT) 0.00 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) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opsf, h=25ft, B=45ft; L=24ft; eave=6ft; Cat. II; Exp B, Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-0-13 to 1-11-3, Interior(1) 1-11-3 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 93 lb uplift at joint 3 and 86 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 copies. Thomas A. Albam PE No.39380 MiTek USA, Inc. FL Corti 6904 Parke East Blvd. Tampa,FL 33610 Date: May 18,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not R a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/of chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply ParkScl Hm/Pensacola-2572A - 3Car-Tray T14086750 PSQ2572A-3GT J7T JACK 7 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri May 18 10:25:25 2018 Page 1 I D: POx4K7QCC FjFI dUAgC6 W9gy3msK-enzl MvtlOKW92 RF_tcMFTmdTpajl kFVks2EGH FzF19Z 1-0-0 3-7-8 7-0-0 1-0-0 2-7-8 1-01 -0 34-8 2x4 = Scale = 1:22.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.06 8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(CT) -0.09 8 >903 180 BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(CT) 0.06 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 32 lb FT = 20 % LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No-2 BOT CHORD Rigid ceiling directly applied or 9-2-1 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 5=142/Mechanical, 2=346/0-7-8, 6=1 31 /Mechanical Max Horz 2=143(LC 12) Max Uplift 5=-67(LC 12), 2=-86(LC 12), 6=-24(LC 12) Max Grav 5=142(LC 1), 2=346(LC 1), 6=137(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-492/166, 3-4=-576/282 BOT CHORD 2-9=-333/451, 8-9=-421/579, 7-8=-251/334 WEBS 3-9=-398/325, 4-8=-293/462, 4-7=-350/263 NOTES- (7) 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf; h=25ft; B=45ft; L=24ft, eave=6ft, Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-0-13 to 1-11-3, Interior(1) 1-11-3 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) The Fabrication Tolerance at joint 2 = 0%, joint 9 = 0%, joint 8 = 0 %, joint 3 = 0%, joint 4 = 0%, joint 7 = 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 67 lb uplift at joint 5, 86 lb uplift at joint 2 and 24 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 coies. Thomas A, Albans PE No.393 0 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa,FL 33610 Date: May 18,2018 WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11411-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not MASS, a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Im building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd, Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job ' Truss Truss Type Qty Ply ParkSq Hm/Pensacola-2572A - 3Car-Tray T14086751 PSQ2572A-3GT KJ5 MONO TRUSS 1 1 Job Reference o tional Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri May 18 10:28:27 2018 Page 1 I D:79wSfyV54C DxC W4eho3HvVy3nG3-6zXhaFtw9deOgbpARJuU?z9YW_vTkUl4izgphzFl9Y 1-5-0 3-4-11 7-0-14 1-5-0 3A-11 3-8-3 aI 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.09 4-7 916 240 TCDL 10.0 Lumber DOL 1.25 BC 0.56 Vert(CT) 0.21 4-7 392 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=223/Mechanical, 2=262/0-7-8, 4=98/Mechanical Max Horz 2=82(LC 8) Max Uplift 3=-81(LC 8), 2=-64(LC 8) Max Grav 3=223(LC 1), 2=262(LC 1), 4=141(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. Scale = 1:16.7 PLATES GRIP MT20 244/190 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) 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 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 81 Ito uplift at joint 3 and 64 lb uplift at joint 2. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert:1-2=-60 Trapezoidal Loads (plf) Vert: 2=0(F=30, B=30)-to-3=-106(F=-23, B=-23), 5=0(F=10, B=10)-to-4=-35(F=-8, B=-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.393 0 MiTek USA, Inc, FL Cart 6634 6904 Parke East Blvd. Tampa Fl. 33610 Date: May 18,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall - building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mirek" is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, OSB-89 and BCSI Building Component 6904 Parke East Blvd, Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply ParkSq Hm/Pensacola-2572A -3Car-Tray T14086752 PSQ2572A-3GT KJ7 MONO TRUSS 8 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 1-5-0 510 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri May 18 10:28:28 2018 Page 1 ID:79wSfyV54CDxCW4eho3HvVy3nG3-aA53nauZvxmIHIOM?l PjYBilUOLyC5b1JMjNLBzFl9X 5-2-4 9-10-13 5-2-0 4-8-9 Scale = 1:22.5 2x4 = t.Jx4 II b LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 TCDL 10.0 Lumber DOL 1.25 BC 0.50 BCLL 0.0 Rep Stress Incr NO WB 0.39 BCDL 10.0 Code FBC2017ITPI2014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. lb/size) 4=252/Mechanical, 2=419/0-7-8, 5=391/Mechanical Max Harz 2=173(LC 8) Max Uplift 4=-133(LC 8), 2=-105(LC 8), 5=-66(LC 8) Max Grav 4=258(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=-826/94 BOT CHORD 2-7=-223/766, 6-7=-223/766 WEBS 3-7=0/273, 3-6=-831/242 3x4 = DEFL. in (loc) Well Ud PLATES GRIP Vert(LL) -0.02 6-7 >999 240 MT20 244/190 Verl(CT) -0.08 6-7 >999 180 Horz(CT) 0.01 5 n/a n/a Weight: 42 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h=25ft; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 133 lb uplift at joint 4, 105 lb uplift at joint 2 and 66 lb uplift at joint 5. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-60 Trapezoidal Loads (plf) Vert: 2=0(F=30, B=30)-to-4=-148(F=-44, B=44), 8=0(F=10, B=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 MiTek USA, Inc. FL Cott 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 18,2018 WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11411-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, OS8-69 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job v Truss Truss Type Qty Ply ParkSq Hm/Pensacola-2572A - 3Car-Tray T14086753 PSQ2572A-3GT KJ58 MONO TRUSS 1 1 Job Reference o tional Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri May 18 10:28:28 2018 Page 1 I D:79wSfyV54C DxC W4eho3HvVy3nG3-aA53nauZvxmtHIOM? 1 PjY BiiZOH VCBk 1 JMjNL8zF19X 1-5-0 4-1-14 7-10-1 , 1-5-0 4-1-14 3-8-3 t Scale = 1:19.0 3x4 = Plate Offsets (X Y)-- (2 0-1-10 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.14 4-7 >689 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.34 4-7 >278 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 26Ito FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=279/Mechanical, 2=299/0-7-8, 4=119/Mechanical Max Horz 2=116(LC 8) Max Uplift 3=-131(1-C 8), 2=-89(LC 8) Max Grav 3=279(LC 1), 2=299(LC 1), 4=164(LC 3) FORCES. (lb) - Max. Camp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10: Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf, h=25ft; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 131 lb uplift at joint 3 and 89 lb uplift at joint 2. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-60 Trapezoidal Loads (plf) Vert: 2=0(F=30, B=30)-to-3=-118(F=-29, B=-29), 5=0(F=10, B=10)-to-4=-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 Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 18,2018 WARNING- Verify deslgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not s a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply ParkSq Hm/Pensacola-2572A - 3Car-Tray r T14086754 PSQ2572A-3GT L1 MONO HIP 1 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 4x4 = 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri May 18 10:28:29 ZU18 Page 1 I D:cLUgsl VjrWLoggfgF WaWSjy3nG2-2MfR7wvBgFukvuzZYkwy5OF_PndjxUuAYOSwuazFl9 W 5-6-8 1-0-0 5-6-8 1-5-8 LOADING (psf) SPACING- 1-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 TCDL 10.0 Lumber DOL 1.25 BC 0.66 BCLL 0.0 Rep Stress Incr NO WB 0.65 BCDL 10.0 Code FBC2017/TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 2-5: 2x4 SP No.2 REACTIONS. lb/size) 1 =1 269/0-3-8, 4=2254/Mechanical Max Horz 1=48(LC 8) Max Uplift 1=-437(LC 5), 4=-838(LC 5) Max Grav 1=1289(LC 13), 4=2343(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2542/897 BOT CHORD 1-5=-811/2254, 4-5=-279/767 WEBS 2-5=-1045/2918, 2-4=-1778/646 Scale = 1:20.8 6x6 = 1.5x4 11 6x6 = DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) -0.03 4-5 >999 240 MT20 244/190 Vert(CT) -0.06 4-5 >999 180 Horz(CT) 0.01 4 n/a n/a Weight: 40 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-1-12 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft, Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 437 Ito uplift at joint 1 and 838 lb uplift at joint 4. 8) Girder carries tie-in span(s): 5-0-0 from 0-0-0 to 4-0-12; 21-0-4 from 4-0-12 to 7-0-0 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 154 lb down and 56 lb up at 5-6-8 on top chord, and 204 lb down and 75 lb up at 5-6-8, and 1579 lb down and 579 lb 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 face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-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.393 0 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 18,2018 WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MU-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not e a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall pp A Tbuildingdesign. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IYI IpkR isalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSITfP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job , Truss Truss Type Qty Ply ParkSq Hm/Pensacola-2572A - 3Car-Tray T14086755 PS02572A-3GT Mt HIP 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri May 18 10:28:30 2018 Page 1 ID:FOhxpaSaO_iVjvntSy_LIry3nG7-WYCpCGwpRYObX2Y16SRBdcn41 BveguhKmgCUQOzF19V 4-8-2 8-2-8 9-7-8 10-8-8 12-1-8 15-7-14 20-4-0 4-8-2 3$-6 1-5-0 1-1-0 1-5-0 3-6-6 4-8-2 Scale = 1:33.2 4x6 = 4x6 = 1a 5x8 = 3x6 11 8x8 = 8x8 = 4x6 = 11Ox10 = 3x10 II 4x12 i 4-8-2 7-0-0 9-7-8 10-8-8 13-4-0 15-7-14 204-0 4-8-2 2-3-14 2-7-8 1-1-0 2-7-8 2-3-14 4-8-2 Plate Offsets (X Y)— f1 0-4-0 0-1-151 f6 0-2-12 0-2-41 f8 0-0-8 0-0-21 f10:0-5-0 0-5-81 f12:0-3-8 0-6-01 f13:0-4-0 0-6-01 LOADING (psf) SPACING- 1-0-0 CSI. DEFL. in loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.18 10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.32 10-11 >758 180 BCLL 0.0 Rep Stress Incr NO WB 0.87 Horz(CT) 0.08 8 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Weight: 291 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-12 oc purlins. BOT CHORD 2x8 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 8-13: 2x8 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=4195/0-7-8, 8=5487/0-7-8 Max Horz 1=46(LC 24) Max Uplift 1=-663(LC 8), 8=-815(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-9301/1475, 2-3=-8532/1356, 3-4=-7664/1208, 4-5=-6961/1100, 5-6=-7677/1210, 6-7=-10536/1589,7-8=-12230/1820 BOT CHORD 1-14=-1297/8307, 13-14=-1297/8307, 12-13=-1093/7225, 11-12=-1033/6961, 10-11=-1194/8091, 9-10=-1606/10922, 8-9=-1606/10922 WEBS 2-14=-142/889,2-13=-963/184, 3-13=-247/1343, 3-12=-1014/208, 4-12=-522/3313, 5-11=-539/3453, 6-11=-3401/487, 6-10=-622/4553, 7-10=-2094/320, 7-9=-289/2105 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"xY) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. This Item has been3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft, B=45ft; L=24ft; eave=4ft; Cat. electronically signed and II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 sealed by Albani, Thomas, PE 5) Provide adequate drainage to prevent water ponding. using a Digital Signature. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Printed Copies of this7) ' 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 document are not consideredwillfitbetweenthebottomchordandanyothermembers. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 663 lb uplift at joint 1 and 815 Ito uplift at signed and sealed and the joint 8. signature must be verified 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 803 Ito down and 146 lb up at on any electronic copies. 4-8-0, 803 Ito down and 146 Ito up at 6-8-0, 803 lb down and 146 Ito up at 8-8-0, 803 Ito down and 146 lb up at 10-8-0, 1870 lb down Thomas A. Albani PE No.393 0 and 276 lb up at 12-1-8, and 1059 lb down and 125 Ito up at 14-0-0, and 2733 lb down and 401 lb up at 15-1-8 on bottom chord. MiTek USA, Inc. FL Cert$634 The design/selection of such connection device(s) is the responsibility of others. 6904 Parke East Blvd. Tampa FL 33610 LOAD CASE(S) Standard Date: May 18,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not µ a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qly Ply ParkSq Hm/Pensacola-2572A - 3Car-Tray T14086755 PS02572A-3GT M1 HIP 1 2 Job Reference(, tional Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 zuttl MI I etc Inaustnes, Inc. rn may its iu:zo:ou zu io raye c ID:FOhxpaSaO_ivvntSy_Llfy3nG7-WYCpCGwpRYObX2Y16SRBdcn41 BveguhKmgCUQOzF19V LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-30, 4-5=-30, 5-8=-30, 1-8=-10 Concentrated Loads (Ib) Vert: 14=-803(B) 11 =-803(B) 19=-803(B) 20=-803(B) 21 =-1870(B) 22=-1052(B) 23=-2733(B) WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not rt a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply ParkSq Hm/Pensacola-2572A - 3Car-Tray T14086756 PSQ2572A-3GT M2 HIP 1 1 Job Reference (optional) Mid-Flodda Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri May 18 10:28:31 2018 Page 1 I D:79wSfyV54C DxC W4eho3HvVy3nG3-?ImB PcxRCs8S8C7xg9yQApKl9bJkPVQT?Kxl yTzF19U 1-0-0 4-9-4 9-0-0 11-4-0 15-6-12 20-4-0 21-4-0 1-0-0 4-9-4 4-2-12 2-4-0 4-2-12 4-9-4 1-0-0 d1 4x4 = 4x4 = Scale = 1:36.8 4x4 = 5x5 = 3x4 = 4x4 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017rTP12014 CSI. DEFL. in loc) I/dell Lid TC 0.47 Vert(LL) 0.15 9-16 999 240 BC 0.69 Vert(CT) 0.32 9-16 770 180 WB 0.20 Horz(CT) 0.04 7 n/a n/a Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=877/0-7-8, 7=877/0-7-8 Max Horz 2=-97(LC 10) Max Uplift 2=-173(LC 12), 7=-173(LC 12) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1404/513, 3-4=-10991406, 4-5=-920/393, 5-6=-10891404, 6-7=-1402/514 BOT CHORD 2-10=-387/1235, 9-10=-187/920, 7-9=-396/1235 WEBS 4-10=-72/309, 5-9=-70/313, 3-10=-385/237, 6-9=-392/238 PLATES GRIP MT20 244/190 Weight: 94 lb FT = 20% Structural wood sheathing directly applied or 4-7-7 oc purlins. Rigid ceiling directly applied or 9-3-11 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft, eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-0-13 to 1-11-3, Interior(1) 1-11-3 to 9-0-0, Exterior(2) 9-0-0 to 11-4-0, Interior(1) 15-8-11 to 21-4-13 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 173 lb uplift at joint 2 and 173 lb uplift at joint 7. 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. Albans PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: May 18,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not g a truss system. Before use, the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall NEI building design- Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' isalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandproperlydamage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd, Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply ASqM- CyPHPensacT14116151 PS02572A- 3GT M3 1 1 JobRo Mid-Florida Lumber, Barlow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri May 18 10:28:32 2018 Page 1 I D:79wSfyV54C DxC W4eho3HvVy3nG3-TxKadyx3zAGJmMi7E1Tfi 1 tUR?aY8y3cE_hbU VZF I9T 1-0-0 3-9-4 7-0-0 10-2-0 13-4-0 16-6-12 20A-0 21-4-0 01 0 3- 9-4 3-2-12 3-2-0 3-2-0 3-2-12 3-9-4 1-0-0 1 0 44 = 3x4 = 5 4x4 = 4x6 = 6x8 = 3x8 = 4x6 = Scale = 1:36. 8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.11 10-11 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.97 Vert(CT) 0.23 10-11 999 180 BCLL 0.0 Rep Stress Incr NO WB 0.24 Horz(CT) 0.09 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 100 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1692/0-7-8, 8=1692/0-7-8 Max Horz 2= 78(LC 7) Max Uplift 2=- 366(LC 8), 8=-366(LC 8) Max Grav 2= 1738(LC 13), 8=1738(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-3237/715, 3-4=-3034/690, 4-5=-2682/636, 5-6=-2696/638,6-7=-3024/690, 7-8=-3235/ 716 BOT CHORD 2- 11=-576/2931, 10-11=-590/2889, 8-10=-577/2871 WEBS 3-11=- 256/68, 4-11=-33/618, 5-11=-370/127, 5-10=-352/127, 6-10=-33/614, 7-10=-262/ 68 Structural wood sheathing directly applied or 3-1-1 oc purlins. Rigid ceiling directly applied or 7-7-14 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=15111; B=45ft, L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load 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 366 lb uplift at joint 2 and 366 lb uplift at joint 8. 7) Girder carries hip end with 7-0-0 end setback. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 488 lb down and 169 Ib up at 13-4-0, and 488 lb down and 169 lb 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, 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 (pig Vert: 1-4=- 60, 4-6=-126(F=-66), 6-9=-60, 12-15=-42(F=-22) Concentrated Loads (lb) Vert: 4=-385( F) 6=-385(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 co ies. Thomas A. Albani PE No.393 0 MiTek USA, Inc. FL Cott 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 18, 2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ' a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' iTek° is alwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 4 Job . Truss Truss Type Qty Ply ParkSq Hm/Pensacola-2572A - 3Car-Tray T14086758 PSQ2572A-3GT V1 GABLE 1 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri May 18 10:28:33 2018 Page 1 ID:cLUgslVjrWLoggfgFWaWSjy3nG2-x7uyglyhkTOAOWHKna_uFEPkJP8btSXmTeQ81 LzF19S 1-0-0 3-4-0 i 6-8-0 7-8-0 , 1-0-0 34-0 3-4-0 1-0-0 4x4 = 12 11 10 9 8 1.5x4 11 1.5x4 11 1.5x4 11 1.5x4 11 1.5x4 11 Scale = 1:19.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) -0.00 7 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.01 7 n/r 120 BCLL 0.0 Rep Stress Incr NO WB 0.03 Horz(CT) 0.00 8 n/a n/a BCDL 10.0 . Code FBC2017fTP12014 Matrix-R Weight: 35 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-8-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 6-8-0. Ib) - Max Horz 12=-42(LC 6) Max Uplift All uplift 100 Ito or less at joint(s) 12, 8, 10, 11, 9 Max Grav All reactions 250lb or less at joint(s) 12, 8 except 10=365(LC 1), 11=307(LC 13), 9=305(LC 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; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h=25ft; B=45ft; L=24ft; eave=2ft, Cat. II; 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) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) 12, 8, 10, 11, 9. This item has been10) Girder carries tie-in span(s): 6-10-0 from 0-0-0 to 6-8-0 11) 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 + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Printed copies of this Uniform Loads (plf) Vert: 8-12=-111(B=-91), 1-2=-60, 2-4=-60, 4-6=-60, 6-7=-60 document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Alban) PE No,39380 MiTek USA, Inc. FL Cart 6634 8904 Parke East Blvd, Tampa FL 33610 Date: May 18,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not « a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCS) 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 PLATE LOCATION AND ORIENTATION 1 3/4' 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. O'1fi For 4 x 2 orientation, locate plates 0- 'lid' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings supports) occur. Icons vary but reaction section indicates joint numberwhere bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 6-4-8 1 dimensions shown in ft-in-sixteenths Drawings not to scale) 2 3 BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. 2012 MiTek® All Rights Reserved 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 ANSIrrPl 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specked. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or after truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSUTPI 1 Quality Criteria. i i IQ 26-8-4 1 Cl) U U U 6-8-0 BIPI 5-8-0 21-0-4 PARK SQUARE / 2572 PENSACOLA - A / 3CAR / TRAY HI 12 - HUS26 1-PLY HGRTgM2 - HGUS26-2 2-PLY HGR 4 - THA422 FLR HGR 00 p C, I CJ 1.10 11-4-0 DO 10414-8-0 Do 1 GLO 14-0-0 DH L0 m r F1 t2-PLY r m cj CJ5 uj i J5 CJ3 U U cli I It Cl) Q Q NQ rJ N Q 1, A /c I a-o 8-4 7 7) l 0 J U J7 4) U U JS J1 J3 J5 J5 13 11 U 680 v E 0 LINTEL Qa 10'-8" GARAGE 7-4-0 THIS AREA Bpi 10-0-0 20-8-0 5-4-0 DO ioa14-0-0 DO Floor Loading Roof Loading TC Live: 40.00 psf TC Live: 20.00 psf TC Dead: 10.00 psf TC Dead: 10.00 psf BC Live: 0.00 psf BC Live: 0.00 psf BC Dead: 5.00 psf BC Dead: 10.00 psf TC Stress Inc: 1.00 TC Stress Inc: 1.25 BC Stress Inc: 1.00 BC Stress Inc: 1.25 Spacing: variable Spacing: 2- 0- 0 o.c. Account: Job: PS02572A-3GT Designer: Checker: Date: 05-17-18 RECORD COPY City o Sanford Building and • Prevention Product Approval Specificatio r, A f IRR D# 18-2. 66 Permit # iT Project Location Address A 61 Ni'PU dfrdk D 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.floridabuildin_q.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging Therma - Tru Single Door FL8871.5 Sliding MI Windows and Doors Series 420 Alum SGD - 2 Panel FL 15332.4 Sectional Clopay Building Products 941T40-W4 FL15279.20 Roll Up Automatic Other 2. Windows Single Hung MI Windows & Doors Series GA 185 Aluminum SH FL 17499.2 Horizontal Slider Casement Double Hung Fixed M 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 Florida Approval # including decimal) 3. Panel Walls Siding James Harding Bldg Products Hardie Panel FL13223.2 Soffits Aluminum Coils, Inc Coils / Soffits FL12194.1 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E,P.S Composite Panels Other 4. Roofing Products Asphalt Shingles IKO Industries, LTD Asphalt Shingles / Cambridge FL7006.1 UnderlaymentS Warrior Roofing 16 and #30 Roofing Felt 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 / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 Category/Subcategory Manufacturer Product Description Florida Approval # include decimal) 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 20:14 b ffc d-et' Florida Building Code Online https://Nvww.floridabuild.ing,org/pr/pi _app_dtl,aspx?param=wQk'_VX.._ IKE WWII ` E_ ¢ w.. BCIS Home Login User Registration i Hot Topics. 'E, submitSurchange Stats & Facts Publications ; FBC Starf BCIS Site Map `; links E, search I1Vi iiLl " i Product Approval USER: Pubic User Prt,.lue'k ,_'3pN e+i,mray > P+T tic Gpr l ii-t,:g Se,-h> plx mica . t*il> Application Detail r FL # FL8871-R8' Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118Industrial Drive Edgerton, OH 43S17 419) 298-1740 rickw@rwbidgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Ryan 1. King, P.E. Validation Checklist -Hardcopy Received Certificate of Independence FL8rI71,lS_.WOI fib; c_estiflcte_ of in fep d .c pdf Referenced Standard and Year (of Standard) Standard Year ASTM D1929 1996' ASTM D2843 1999 ASTM D635 2003 ASTM E1300 1998 ASTM E84 2000 ASTM G26 1995 TAS 201, 202, 203 1994 i of 4 4/ 15/201 S, 5:00 PPvl Florida 13iii1ding Code Online https://www:tloridabuildirig.org/pr/pr_app_dtl.aspx?parai-n 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 FL8871: _Ri3 Eguu_(b} Equivalency_ f Stantiards.nof Method i Option D 10/17/2017 10/17/2017 10/19/2017 12/12/2017 FL # 1 Model, Number or Name 8871A a. "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 8871.1 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation instructions. 8871.2 1 b. "ClassicCraft" or "ClassicCraft Rustic" Series Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZt 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. 8871.3 c. "ClassicCraft" or "ClassicCraft Rustic" Series Description 3'6 x 8'0 "Impact" Opaque Fiberglass Radius Top Single Door X) Inswing or Outswing Installation Instructions FL8871_R8 III) in t 8871.1.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports. Fi887_i RB AE_(b) Eyai. 8871.1.pcf Created by Independent Third Party: Yes 3'6 x 8-0 "Impact Opaque Fiberglass Single Door (X) - Inswinci or Outswinq Installation Instructions FL8871 R£3_ II (b) Inst_8871 7 pdf. Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL8871_R8 AE bFva1,8871. 2ptlf Created by Independent Third Party: Yes 3 6 x S'0 "Impact" Opaque Fiberglass Single Door with Sidelite ( OX or XO) .-. Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ; Yes FL88_71R8 II_(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 FL8811 R8 AE b Eva1,.8871.3.pd,f specific model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (For FiberClassic and SmoothStar sidelites, this product approval requires the use. of "Y' part numbers for these sidelites; which have been stained or painted within six months of installation.) 8871.4 d. "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 8871.4 for Design Pressure Ratings by specific Model and for any other additional use limitations and, installation instructions. (For FiberCiassic and SmoothStar sidelites, this product approval requires the use of "Y part numbers for these sidelites, which have been 6 x 8'0 "Impact" Opaque Fiberglass Single Door with idelites (OXO)'— Inswing or Outswing Installation Instructions CL8tSL1 R8_ ti_(1b) Inst 8871.4.pdf Verified By: Lyndon F. Schmidt, P.E.43409 Created by independent Third Party: Yes Evaluation Reports Ft-8871 R8_AE LbtEyal, 8871..9,pdf Created by Independent Third Party: Yes 2 of 4 4/15/2018, 500 PM Florida Building Cade Online littps://wwwfloridabuildirlg.org/pr/pr_app_dtl,aspx?param—wCFF VX... a. stained or painted within six months of installation.) 1:S e. "FiberClassic" or "SmoothStar" Series TO x"8'0 "Impact` Opaque Fiberglass Single Door (X) - Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871,_R8_II ,(b) Inst 8871,5.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 impact Resistant: Yes f Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other; See INST 8871.5 for Design Pressure Ratings by FL8871_R$ AE (b) Eva!_8.871 S ,pcl# specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. 8871.6 f. "FiberClassic' or "SmoothStar" Series Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant.: Yes Design Pressure: N/A Other: See INST 8811.6 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation instructions. (For Fiber -Classic and SmoothStar sidelites, this product approval requires the use of "Y' part numbers for these sidelites, which have been stained or painted within six months of installation.) 8871.7 g. "FiberClassic" or "SmoothStar" Series Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8871.7 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation instructions. (For FiberClassic and SmoothStar sidelites; this product approval requires the use of "I" part numbers for these sidelites, which have been stained or painted within six months of Installation.) 8871.8 h. 'FiberClassic", "SmoothStar", j "ClassicCraft" or "ClassicCraft Rustic" Series Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A other: See INST 8871.8 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation instructions. 8871.9 I. "FiberClassic", "SmoothStar", 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 j Other: See INST 8871.9 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation instructions. (For Fiber -Classic and SmoothStar sidelites, this product approval requires the use of "I" part numbers for these sidelites, which have been stained or painted within six months of installation.) TO x 8'0 "Impact" Opaque Fiberglass Single Door with Sidelite (OX or XO) - Inswing or Outswing Installation Instructions FL887_I R8 II_,_(tr) I nst_S871,6.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL887,1 R8. AE;.._(J yal_8671.6.pdf Created by Independent Third Party: Yes TO x ST "Impact" Opaque Fiberglass Single Door with Sidelites (OXO) - Inswing or Outswing Installation Instructions F18871 R8 SI(b) Inst_88.71 .7.p f, Verified By: Lyndon F. Schmidt, P.E. 43409 Created by. Independent Third Party: Yes Evaluation Reports FL 7 R£3AE_(b) Eval._8871.7 pdf Created by Independent Third Party: Yes 6'0 x 8'0 "Impact" Opaque Fiberglass Double Door (XX) - Inswng or Outswing Installation Instructions FL8871 R8_11 (b) In_st 3871.Q,,.pdr` Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party; Yes Evaluation Reports FU3871 R3 AE„_(b) Eval 8871.8.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, FL$871 R8 Il,_ (bI 1n5j,34719..pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third; Party: Yes Evaluation Reports FLSS71 R8...AE (b) Eyal 8871_9.pdf Created by Independent Third Party: Yes lEt.c-kI (Next 3 of 4 4/15/2018, 5:00 PM Floridal3uildingCode Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?piram-wGEVX'... Contact ifs ;: 2601 BIa1q,-Stone Road. Tallahassee FL 32399 Phone 850-487.1824 The State of Florida is an AA/EEO employer. C.gpyn t2007-2013 State, Florda.: i Prw cy S}atemen4 Acce9sibility Stafement :: Rgfund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. instead, contact the office by phone or by traditional maitdf you have any questions, please contact 850.487 1395, *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address ff they have ane::The emails provided maybe 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 theDepartmentwith an email address which can be made available to;the-public, To determine if you are a licensee under Chapter 455, F_S., please clicR here . Product. Approval Accepts: sib ; tm ; ® iT: tY.b '4km ffl ;;! Ulf CT CurTnt 4 of 4 4/15,12018,_5:00 :i?M' GENERAL NOTES 1, This product has been evaluated and Is in compliance with the 61h Edition (2017) Florida Building Cade (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ), 1 Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wail dressing or stucco. 3. When used in the "HVHZ" t'ne opaque door complies vrith Section 1626 of the Florida Building Cade and does not require an impact resistant covering. The non -impact sidetite must be protected with an impact resistant covering complying. with:Section 1626 of the FBC'. 4. When used in areas outside of the "H` U'requiringwind borne debris protection. the opaque door complies with FBCSections1609.1.2 & R301..2.1.2 and does not require an impact resistant covering. The opaque door meets missile level."D and includes Wind Zone 4 as defined in ASTM E 1996 and FBC Sections 1609.1.2.2 & R301.2.1.2.1. The non -impact sidelites must be protected with an impact redsiont covering complying with FBC Sections 1609.1.2'& R301,2.1.2, 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for x buck masonry construction: 6. Ste conditions that deviate from the details of this drawing require further engineering analysis by licensed engineer or registered architect. 7. Outswing configurations using coastal sill item It4 under active doors, and ail sills used under the sidelites, meet water Infiltration requirements fcr "HVHZ'. 8. Inswing configurations and ouiswing configurations using sill item #5 under the door do not meet the water Infiltrationrequirementstothe "HVHP' and shall be Installed only in non -habitable areas or of habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45degrees. TABLE OF CONTENTS SHEET# DESCRIPTION I Typical elevations. design pressures & general notes 2 Door panel details (Smooth star) 3 Door panel details (Fiber classic) _ 4 Sidellte panel detais 5 Horizontal cross sections Verlicai cross sections _._.._ 7 Vertical crass sections, 8 Buck and frome anchoring - 2X buck masonry construction_ 4r116 Frame anchoring - I X buck masonry construction 10 Components & Glazing detail. Bill of Materials 71.1Y MAR. V.R. rKAMe MUM —— 37.75' MAX. FRAME WIDTH 36.0a' MA). PANELWIDTH IF i 9 o s T d K J< r M k o:rirn ri JrJlti Z 0: ] O FRAME -WIDTH III' . v N .. Z 13.75" MAX, c v v a ¢ a PANEL WIDTHcwo z a u o O 1a 71.75' x 98.00" 60.0 MOSMOOTHINSWING OUTSWING 71,75" x 96.50. 65.0 65.0STAR INSWING 71.75" x 98.00" 60.0 60.0 FIBER C1t1TSWiNG 71.75" x 96.50- 65.0 65.0CLASSIC See Sheet 10 for: design pressureJlmitattons. suu: N-T.S. UVIG. ar: bws m. CNN. a,. LFS r DIRAWWG NO: FL-8871.7 j DETAIL A -A DOOR PANEL oOR star j 0'00.0:0'000 i 0000000000000000000000 000000000000000 00000000000000O00000000000000000000000000000 00000G0 OOO. C'0<G 0000 O O DOCO 0000000' 0000000000 o- 0a0o0ae. GooDDoo000OOGO /) 600, 00000 UDETAIL A -A Panel reinforcement 28. 86% OPEN AREA MAX. 4. 07 ---------1 7. 53' . s 42 TOFRAfi .. tOCKSTIIE HINGE STILE .45 Bg' OM "" EXTERIOR INTERIOR 2 VERTICAL CROSS SECTION' Z c E. 56. m p- ma c pQ.,.'.. o'.y c Oiuui d aa4 la"' Sre . MT.& DWG. BY:. DWS CM. BY; LFS DMWINO NO, FL- 6671.7 64 67 bl EXTERIOR bb 777 77777 L DETAIL A -A 000000000000000000000000000000000000000000000 00000.00 000 000 000000000000000C0000000 OOo 0000 OOOOCC00060000 0 0, 0 MAIL A -A Pane reinforcement INTERIOR e3 HORIZONTAL CROSS SECTION FM 28 - 86% OPEN AREA MAX. EXTERIOR 0 V, z d; C-, INTERIOR 2 VER71CAL CROSS 0;C710N 3 En Cl NMI'l Z:5 I N I I G5122Z08 N.T.S. DINS LFS ONG NO:: FL-8671.7 T3:7S';MAX. PANEL —{ WIDTH 4 hP TO 5ib£LtTEPA(NEL FAM o 71 d'RAILTOP01Re STILE Sidelite i 73 $OfTOM R;dRStlelEle 6A9" MAX. D.L.- EXTERIDR 7;/ INTERIOR t HORIZONTAL CROSS SECTION Q (Classic crpft & rusfic) 6.57' MAX. D.L. EXTERIOR INTERIOR 2 HORIZONTAL CROSS SECTION q (Fiber classic) MAX. EXTERI INTERI e HORIZONTAICROSSSECTION SLthstpr) EXTERIOR INTERIOR EXTERIOR G a m; i INTERIOR EXTERIOR r9 0 INTERIOR C'1 n Z OZ J 60 E oZ 12 48 Arnoh a I DATE05 22108 ScwfF• N.T.S.. o 3 M. ar: DWS cw. gr.. IFS ORAR74G NP:: FL_ 8877.7 J' VERTICAL CROSS SECTION 5 VERTICAL CROSS SECTION 6 VERTICAL CROSS SECTION f jCIa55fC CfaTt $ NSt C) !} j fiber CItl551C) 4 jSmooth Star) a O snEE 4 oe i 1 1 2 6 6 7 7 z .•' * a. •'ate J dl 4i e %'•? z A:'O 6 NOTE C w a ` InW 1. Sidelite ass'y fastener: 6' from ,p ', q .. : `•` o n m z each end and more screws equally spaced between. 4 8 screws total per jamb.) 5 '' Nri `A 0m' s m 0- a. 5 ' INTERIOR70 \ I v m a a k 2 A u a 1 EXTERIOR SEE NOTE 1 / t-1 /4"MIN." o EMB. ( TYP.j C*. N = A HORIZONTAL CROSS SECTION C* U d' Shown wPX sub -buck o D 3 d 3 4 ri a 8 b 6 7 7 r L 0"S' 6 6 1 7 L_ L 4. T CSINK gyp-) e, I 1 9 8 1 8 9 N;NU t+ 70 INTERIOR 70 / /p 10 0 'm o o L INTERIOR. / 1" r fl a cv Z o SEE M 70 EXTERIOR M SEE k-OTE EE mm, 05/22/08 i j NEE NOTE 1 L 12 12 40 EXTERIOR A0 1A 16 N 1 srxe N.T.S. 60 60 owc. ar: DWS m 1- Il4"MIN. aac, ar. tF5 E, MB. jIYP.j 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION` oaewwc No.: Outsw n shown - inswin $ 9 g Qutswin shown -inswing FL-8871 J o 5 g g Ouiswin shown -ihsw n 5 also approved also approved also approved SHM 5 of _1_7 EXTERIOR INTERIOR VER71CAL CROSS SEC-RON also approved EXTERIOR res sheet I r infifirotio INTERIOR EXTERIOR -INTERIOR VERTICALERT11CAALLCROSS SECTION Shown IX sutbuck EXTERIOR WERIOR for I A Q.! 2 INTERIOR z0 Md;;z CD, 6 c M . U) 0 Q 400 P3 VEIII CAI -CROSS SECTION 6 Outswing confi uration see general notes sheet I for,,HvHr, water infiltration requirements INTERIOR EXTERIOR iCliij 1ZK I 12 T Y-- NoTSj By: DWS M BY: LFS KING NO.: M FL—BB71.7 6 OF G g SEE E, NOTE 1lt1 SEE 9 s ` 7 EXTERIOR INTERIOR 1 VERTICAL CROSS SECTION 7 Qutswingshown-inswing also approved NOTE: i. screws.thru head and sill jamb located'3"from each end and O,C. (TYP.) line. EXTERIOR INTERIOR DVERTICAL CROSS SECTION Inswng configuration c' Z d a za M V!/ NOTE 1 EXTERIOR INTERIOR 2 VERTICAL CROSS SEC71ON 7 Shownw/1Xsub-buck EXTERIOR INTERIOR SVER7TICAL CROSS SECTK?Nsgconfiguration INTERIOR z k,-".0 o0F n Fta R 11. zZ dm 6 0 N'.. z m G t{ 7L W00- a NMI 7 OtmmdlW c g cz° 3 VERTICAL CR{?SS SECTION 7 Qutswing configuration INTERIOR EXTERIOR NOTE 1 j -w o . o 0 6 VERTICAL CROSS SECTION 7 Outswing configuration 05 22/08 z s N.T.S. o BY. DWS sr: LFS auio rio.: m FL-887t.7 n Er 7 of r i L— L.. 4 o. ° Em z I TYP. HEAD & j ( MASONRY Ina AASONRY ` JAMBS I' OPENING. v 4 O a a V{{ a m OPENING' }r 6 9 R I I 11 FRAM.- n . 2X BUCK- MULLION " z ROWN E I TYP. SILL j j ONLY \yl { TYP. IN o BUCK 1 f MULLION N I 9 TYP. SILL G o s xILJ6" aj 1 Y'fr'3r J J f3•, m BUCK ANCHORING HINGE JAMB FRAME ANCHORING STRIKE JAME m m Masonry 2X buck construction CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers -may be adjusted to maintain the min. edge distance to monarjoints. 2. Concrete anchor locations noted as "MAX. ON CENTER must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR, ANCHOR 141lN MIN: CLEARANCE.' MIN: CLEARANCE' TYPE .. SfZE EMt3ED7u1EAlF TO MASONRY EDGE: TO ADJACENT ANCHORR : r ITW ® 1/4 1-1/4 2" 4" TAPCON EICO ® 1/4" 11l4" 1" 4" ULTRACON WOOD SCREW INSTALLATION NOTES: 1. Maintain a minimums/8" edge dlstonce, 3" end distance, & Y' o.aspacing of wood screws to.prevenf the; splitting of wood. HINGE DETAIL LATCH & DEADBOLLDETAIL SY: O m LFS NO.: FL-8871.7 er 3 0€ ' 1 4"vl V 1 I v v i 6y ' 7 X L;UCK s N TYP. SILL m TYP. TYP, SILL d e HiNGEJAMB FRAME ANCHORING n MasonryIXbuck construction e CONCRETE ANCHOR NOTES: I. Concrete anchor locations at the corners may be adjusted to maintain the min. edge distance to mortar pints, 2 concrete anchor locations noted as "MAX. ON CENTER" must be ad)usied to maintain the min, edge distance to mortar joints, additional concrete anchors. may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3, Concrete anchor table: a 2 T E THESE ( 2) ANCHORS REQ'D ONLY WHEN DP > 590 PSF J TYP. HE MASONRY JAk OPENING 11 FRAME TYP M( N M!N CIEARiiNCE; MiN CLEARANCE: ANCFLUR. ANCHOR 7O MASONRY TO ADJACENT SIZE EHiBEDMfNT EDGE ANCHOR. 1/ 4" TA we 1• WOOD SCREW INSTALLATION NOTES: - y. : Maintain a minimum 5/8" edge. COMM 1"end'distance, &:1"o.c. spoCing Of wood screws to prevent the splitting 'o€wood C SIRIKE JAMB r LATCH & DEADBOLTDETAIL HINGE DETAIL 1111ti. U N-o. iozciE m e mt aw 4 a v masw 0 i ZZ pJ- UO Xj ZN OU Z W H 1111 WO tiq05 22 08 z E N.T.S. 9 DW5 m a: LFS 3 roan xo: M a FL-8871.7 a a 9 or 11 n saZ' I T. THRESHOLD Inswing ocipstable I 4 THRE HOLD' QutsW ng coastal 5:85" — T M C2 711RESHQLD Inswing adjustable r S THRESHQLOOutsanngstandard 2.14' t 20 1NS WING =ELRESpacer 1 /2' GLASS 3/4" THK. SITE GLASS 1 18"TEA1P. jSWIGGLE AIR SPAC£ 1 /F TEMP. I GLAZING 24 SPACER GI 'G1 1111G DETAIL314" insulotedglass 7/16" GLASS WE j 5.87' —... h 3 `THRESH LDknsw+ng sel;-c3just 2.1 d'- m e 21 ..1NSYNING SIDELITESpacer 1"THK: GLASS 1 /8" TEMP. AIR SPACE 4.56" N 9 8 HEAD & SIDEJamb F 2.1 1i D12 OUTSWING SIOELITE spaces 7/1C GLASS SITE 1/2"THK. GLASS W8"TEMP. 1/8"TEMP. — AIR. SPACE 1!8"TEMP. S W IGGLE GLAZING .25" STEEL 24 SPACER INTERCEPT 23 SPACER GUtZtNG DEfA1L G3 G[AIMG DETAILG2inwlofedgloss1" insulated[glass ICE N.'CS: slit. tM L.1 aWlX1NG ND. FL-8871.7 ITEM DESCRIPTION MATERIAL ITEM DESCRIPTION MATERIAL A 1 X BUCK SG >= 0.55 WOOD 40 SMOOTH STAR. DOOR -SEE DOOR PANEL DETAIL SHEET FOR DETAILS B 2X BUCK SG>= Q.SS 41 DOOR SKIN 0:072" THK.. SMOOTH STAR} Fy = d,000 PSI MIN. C MAX. 1 /4"' SNIM SPACE v WOOD. 42 TOP RAIL. (SMOOTH STAR) COMP. D 1(4" X 2-3/4" PFH ELCO CONCRETE SCREW STEEL. 43 LOCK STILE (SMOOTH STAR) WOODICVL E MASONRY - 3;000 PSI MIN, CONCRETE CONFORMING TO ACf301ORHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRETE d4 HINGE STILE (SMOOTH STAR) WOOD 45 801TOM RAIL (SMOOTH STAR) COMP. F 1/4" X2-3/4" PFH ITW CONCRETE SCREW STEEL. 46 PANEL REINFORCEMENT 0.023"THK. (SMOOTH STAR} ________ W STEEL _ I 1 /4" X 2-1 Jd" PFH ITW CONCRETE SCREW STEEL 47 FOAM CORE _ POLYURETHANE J 114"X3-3/4"PFHITWCONCRETE SCREW STEEL 48 SIDELITE SKIN SMOOTHSTARj _ FIBERGLASS f : o o• ice,''• ,` '> nw tIlta Vn.. r. a. Z a z° O7 c 4t F o O cW o a E k m 4. w5 N JJ Jv Da o 0 a a U U m N m N n Z W m W P 0 N oQroa k mkt M h Q F NOTE: WOOD DOOR COMPONENTS: PINE (SG >= 0.42} r DATE: 05 Sauc; N.T.S. a OWL. BY: ows m CNX: BY: LFS 3 DMWINO.. NO.: 0 rL- 8671,7 1-. 1 OF 0 spar. B11! OF MATERIALS on. K 1!4" X 1-3/4"PFH ffW CONCRETE SCREW `STEEL. 44 LITE FRAME (SMOOTH STAR) o N 7 DOOR BOTTOM SWEEP VINYL 67 FOAM GORE. POLYURETHANE O 8 JAMB (PINE) SG >= 0:42 WOOD 63 SIDELITE SKIN (FIBER CLASSIC) Florida Building Code Online httpsJ/ www. tloridabuild inb.org/pr/pr_app_dtl.aspx?param=wGEV X... r its E Mppwnit 4H d rim a PR P t a§ BCIS Home Log Tn User Registration Hot Tope Submit Surcharge Stats.& Pacts Publications ; FeC Staff BCIS Ste Map Links ; Search d, b' 3' Product Approval USER:. Public Userr Emq iIu[Ano. i,ai p4>Pm(Jii _or Aypliciti_r_.n Search>ArzpitaVJo9.,Ltst,> Application Detail d FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative. Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida_ Engineer or Architect Name who developed the.Evaluation Report Florida License Quality Assurance Entity. Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standardand Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL15332- R4 Revision 2017 Approved MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext2560 bsitiinger@miwd. com Brent Sitlinger bsitiinger@miwd. com Exterior Doors Sliding Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Luis Roberto Lomas PE- 62514 National Accreditation and Management Institute 12/ 31/2018 Steven M. Urich, PE Validation Checklist- Hardcopy Received F1- 1533z_R4 COI_FLCCI.pd" Standard AAMA/ WDMA/CSA 101/I.&2/A440 Year 2008 I of') 4/15/2018. s:03 I'm Florida Bii.tfldina0 Code Online https://www.fl.oridabuilding.o.rg/p.r/pr—appAtl.aspx?param=w6-'EVX... ) Product Approval Method Method 1 Option D Date Submitted 08/11/2017 Date Validated 08/13/2017 Date Pending FBC Approval 08/15/2017 Date Approved 10/10/2017 Summary of Products FL # I Model, Number or Name Description 15332.1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 145-3/4"x80" NOW REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FLJ5132 _R4 110t3 %1500F, ' Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL1,5332 R4 A1E_5_WRQ7Q,pdf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OX, XO, XX 96"x80" NON - 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 15332.3 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 1 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 1 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 SERIES 420 REINFORCED ALUMINUM SGD Limits of Use Approved for use in HVHZ- No Approved for use outside HVHZ: Yes Impact Resistant: No Installation Instructions R4 11 08-0049,U,Pf.ff Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332,.JZ4 .Akio Dtpdf Created by Independent Third Party: Yes SERIES 420 ALUMINUM SGD REINFORCED OXO 145-3/4"x96" Installation Instructions FL11'533'2_,R4__II 08 02246C,Pdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 AE 51296kS _pdf Created by Independent Third Party: Yes 1 --1 ...... .... SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX 96'x96" Installation Instructions I-L15332 114_11_08-02249C'pd f Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FLI5332_RAJ .AE 512969L-tpdf Created by Independent Third Party: Yes SERIES 420 ALUMINUM SGD REINFORCED XXX 143"x96" Installation instructions E1,15332 _R4 fl.08-,02250C, Verified By: Luis Roberto Lomas 62514 Created by independent Third Party. Yes Evaluation ReDorts Created by Independent Third Party: Yes SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX 96"x96" Installation Instructions jL H-0049.0t,.plf 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.tloridat)uilding.org/pr/pi- app_dtl.aspx?param=wGEVX... Design Pressure* N/A Evaluation Reports Other; REFER TO APPROVAL DOCUMENT FORDESIGNF I5382_R4`AE 510NOraCJ;ptIF PRESSURE RATINGS Created by Independent Third Party: Yes 15332. 7 SERIES 420 REINFORCED SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96" ALUMINUM SGD Limits ofaJse Installation Instructions Approved for use in HVHZ: No FL15332 R4 II_._tif3 00501E.pdf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL1533:2_R4 AE_Slt}Eif78iD:ctd_r` PRESSURE RATINGS Created by Independent Third Party: Yes 15332: 8 iSERIES 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 SERIES 430/ 440 ALUMINUM SGD XXX 143"x88" NON - REINFORCED Installation Instructions f-t I S 3 32 Rh If CIu OC85 72E.p if Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes EvaluationReports F_ U5332 R A i301A30917,;2 f Created by Independent Third Party: Yes 15332:9 SERIES 430/440 REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGD XXX ALUMINUM SGD 143" x96" Limits of Use installation Instructions Approved for use in HVHZ: No i Li,Q_a2 .R 3_11 08- Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/ A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Fi iS33? R4—AE 51081QU.pdf PRESSURE RATINGS Created by Independent Third Party: Yes IBatld [Next) Cant@ t,(J5 :: f Blair Slgne mad. Tallaha se FL 23 y Phpne: 850-487-1824 The State of Florida is -an AA/EEO employer. Copyright 20Q7 2Q13 State_of:Fbr 1 _.: Prryacy_$tej;gme]i I : ; Accessibility S -mERt :: ReftlLld_.S.tatetueDt Under Floridalaw, emailaddresses are pubic records.. Ifyou do not want your email address released In response to a public -records request; do not send electronic mail to this entity- Instead; contact the office by phone or by traditional mail, If you have any questions, please contact 850.487.1395. *Pursuant to Section 455-275(1), Florida Statutes, effective October 1, 2012,'licensees licensed under Chapter 455, F.S. mist provide the Department with an email address if they have one. The emails' provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish tosupplya personal address,, please provide the Department with an email address which can be made available to the public. To determine,if you are a licensee under Chapter 455,.r.S., please click here . Product Approval Accepts: H M. Credit Card Safe ifar a1. MEW 3 of') 4/ 15/ 2018, 5: 03 PM REVISIONS REEV DESCRIPTION DATE APPROvED A ADDED FLANGE AND RN INSTALLATION 12/10/13 R.L. f B REVISED INSTALLATION DETAILS 08/03/15 -R,L. NOTES: C REVISED INSTALLATION DETAILS 06/21/17 R.L. T. 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 LOADSTO STRUCTURE. FRAMING AND MASONRY OPENING 1S' THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD, 3. TX BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1'.6 WAS USED FOR WOOD ANCHOR CALCULATIONS: 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T5, 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. S. SHIM AS. REOUIRED.AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM, SHIM WHERE SPACE OF 1'/1<6" 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 3/5" 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 T 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 1N ACCORDANCE WITH ANCHOR MANUFACTURERS 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. SIGNED: p6/21/20f7 C. MASONRY — STRENGTH CONFORMANCE 70 ASTM C-90, GRADE N, TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA, -33KSI OR ALUMINUM 6063-T5 .048" THICK. MINIMUM If1 MWINDOWSAND DOORS LLC I4Ut11/1 J77 15, APPROVEDCONFIGURATIONS: OX, XO, XX, XP, PX, XIP, PIX S;OE+ 1 17Q 1 650 WEST RATZ,MPAK1703DR£ ET SERIES 420 SGD REINFORCED WITHOUT ADAPTER kp 96" X 96" 1(k NOTES STATETABLEOF CONTENTS DRAWN: cwc NO. REV SHEET NO. DESCRIPTION V,L. 08 022 9 C rf,X /J0 AI` G,\ NOTES L NTS DATE t0/30/13 OF 10 2 — 3 ELEVATIONS L ROBERTO LOMAS P E. Luis R. Lomas P.E. 1452 WOODFORD RD LEWISVILLE, NC.27023 FL No.: 62514 4 — 10INSTALLA71ONDETAILS434-688-0609 ATomasplrtonaspe.cnm 6" MAX -{ 96- MAX FRAME WIDTH I 2), ANCHORS PER LOCATION SEE CHART #3 FOR NUMBER OF LOCATIONS REQUIRED t 7" MAX O.C.. 6„ MAX 1.7" MAX O.C. 16" { tAX AME IGHT i t 6" MAX 6" MAX SERIES 420 SGD REINFORCED. WITHOUT ADAPTER EXTERIOR VIEW DESIGN' PRESSURE RA .IMPACT RATING 35.0PSF NONE SEE CHARTS ki AND N2 FOR OTHER UNITS: RATINGS NOTES f. MAXIMUM PANEL SIZE: 481/2"xs95" 2. MAXIMUM D-L.O.r445.'8'x 90518' HARDWARE SCHEDULE FLAT MOUNTED HANDLE SET_(99-04.145) AT 38.3/4" ON CENTER FROM PANEL BOTTOM METALLIC TANDEM ROLLERS'(99-17-195) AT EACH END OF PANEL. BOTTOM RAILS JMIN UM'6063-TS REINFORCEMENT (658) AT ALL PANEL INTERLOCKS CHARTltr WHERE WATER INFILTRArm RESISTANCE IS REQUIRED. SrE'NO E 9S1iEET.I REMSIONS REV DESCRIPTION DATE I 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 06/21/17R.L. Design pressure chart (p4 Frame Single Panel and Total Frame Width (in) Height 30A 36,0 420, 48.0.. 72. 00 84.00 96.00. Fos Negas I Nov as Neg Pas Neg 84. 0 40.0 58.4. 40.0 50.9 40.0 45.7 40.0 42.0 88. 0 40.0 55.2 400 48.0 40,0 410 39.4. 39A 920 40.0 52A 40.0 45A 40.0 40.6 37A 371 96, 0 40.0 49.8 40A 43.1 38.4 36.4 36.0 35.0 CHARTxz WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED.. SEE NOTE 9 SHEET 1 Design pressure char (psfl_ France Single, Panel and Total -Fran* Ohdth (in) Height 30. 0 36.0 42.0 48,0 72. 00 84.00 96.00, in) Pas PasNeg Pas Neg Pas. Mae Pas Nag 840 58.4 58.4 5D.9 50.9 45,7 45,7 42.0 42.0 88. 0. 55,? 55.2 48.0 48,0 43.0 43.0 39.4' 39A 92. 0 52 4 52,4 45.4 45.4 40.6 40.6 37.1 37.1 96. 0 49.8 49.8 43.1 43.1 384 33.4 35:0. 35.0. CHART 0 Number of anchor locations required Frame Srigle Panel and Total.Frame VMdth (in) Height. in) 30, 0 3&0 42:0 1 48.0 60. 0. 72.0 84.0 96.0 HeS I Jamb I HBS I Jamb H8S Jamb- H&S I Jamb 84. 0 4 5. 5 - 6 6 6 88. 0 4- 6 5. 6. 6- 6 6 6 92- 0 4 6'. 5' E 6 6- 6 6 96, 0 4 8" 5 6 e 6 6 6 SIGNED: 0612112017 MI WINDOWS AND DOORS LLC Rll'i`r' 650 WEST MARKET STREET 02/ GRATZ, PA 17030 ti • y G E,4 SERIES_ 420 SGID REINFORCED WITHOUT ADAPTER 0 51 • * a 96„ X 96,E ELEVATION tz- 73, SATE OF ""Z DRAWN: UWG....NO.- REY r sR1tiP>;'`; D8E2T229Cs/litl NTSDnrE10/30/13 OF TO A}tN\ c_ rroeERTOLOMASP. 1432 WOOD FORD RD LEWSVIL-1 E, NC 270Z Luis R. Lomas P.E. sNo.: LomasF 43d-686-060E-rilomas[Jlriomsapa.cam N FIR HE 96" MAX FRAME WIDTH 1) ANCHOR. PER LOCATION AT HEAD & JAMBS SEE CHART #4 FOR NUMBER OF LOCATIONS REQUIRED 6" MAX 1—r L 17 MAX y O.C. 1 6" MAX 17" MAX O.C. 5" 4X kME SHT i E 6'" MAX 6 MAX f 2) ANCHORS PER LOCATION SERIES 420 SGD REINFORCED WITHOUT ADAPTER AT SILL EXTERIOR VIEW .SEE .CHART #4. FOR NUMBER OF LOCATIONS DESIGN PRESSURE RATING iM,PACT RATING REQUIRED 35.OPSF NONE SEE CHARTS #1 AND #2 SHEET 2. FOR OTHER UNITS RATINGS HARDWARE SCHEDULE FLAT MOUNTED HANDLE SET (99-04-145) AT 38 3?4" ON. CENTER. FROM PANEL BOTTOM' METALLIC TANDEM ROLLERS (99>17.195) AT EACH END OF PANEL BOTTOM RAILS. JMINUM6063-T6 REINFORCEMENT(668) AT AV_PANEL INTERLOCKS REVISIONS REV DESCRIPTION DATE. APPROVED A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L S REVISED INSTALLATION DETAILS 03/03/15 R.L C REMSED INSTALLViCN DETAILS 06/21/17 R.L- NOTES 1. MAXIMUA4 PANEL. SIZE: 46 1T2" x 95' Z: MAXIMUM D.L.O.: 4I,! 518""x 90.516' CHART #4 Number sfanchor ioca(ions required . Single Panel and Total Unit Width (in) Frame Heigh[ In) 30. 0 1 36.0 42.0 48.0 60. 0 72A 84:0 96.0 H& S I Jamb. H&S I Jamb H&S I Jamb H&S Jamb 84. 0 4 6 5 6 6 1 6 6 6 88. 0 4 6 5 6 92. 0 4 6 5 6 6 6 6 6- 96. 0 4 6 1 6 6 6 G 6 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X 96" FIN ELEVATION ORAYN: DWG NO. Po V. L. 08 -0 2249 SCALE NTS JOATE 10/30/13 1SHEET. OF 10 L., ROBERTO LOIAS PE. 1432 WOODFOR0 RV LEWMSV?LLE,'NO 27023 434- 686 0609 rdbmas@ldoma;aa.com SIGNED.: 061'21/2017 F o tr • a.,5 7 1; uTAX On C0R10'. ` Luis R. Lomas F.E. FL No.: 62514 1/2" MIN. EDGE` DISTANCE I 1 3/8" MIN. WOOD FRAMING OR 2x BUCK EMBEtMENT t BY OTHERS 1 /4" MAX. SHIM SPACE 10 WOOD SCREW 10`WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR 11 11 11 11 INTERIOR SILL TO IBE SET IN A BED OF APPROVED SEALANT MIN. ENT 41N. TANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: i. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT. BY OTHERS TO BE DESIGNED: IN ACCORDANCE. WITH ASTM C2112. REV1530NS REV DESCR(PTtON DATE APPROVED A ADDED FLANGE:AND FIN INSTALLATION - 12/10/13 R.L 0 REVISED INSTALLATION DETAILS 08/03/15 C REVISED LNSTALLATION DETAILS 06/21/17 R.L- 1 3/B" MIN. 4" MAX. EMBEDMENT S HIM SPACE INTERIOR 1/2" MIN. EDGE DISTANCE LEM, j i 1D WOOD SCREW EXTERIOR WOOD FRAMING JAMB INSTALLATION DETAIL OR 2X BUCK BY OTHERS WOOD FRAMING OR 2X BUCK fNSTALLATION SIGNED: 06/2112017 MI DOORSAWESTRIIlt0 / ssoWINDOWS RDEETLLC GRATZ, PA 17030 S // GENSF 9P FlLsy 51 SERIES420SGDREINFORCEDWITHOUTADAPTER96" X. 96" FRAME INSTALLATION DETAILS.' S TAT OF y ii'. c S Z O R Pt '\i \ DRANN: Dwc ND; REV OS 249 C l/Sj NRl1 \ Luis R. Lamas P.E. FL No.:-6251 F scALE NTS DATE 10/30/13 - EE:OF 10 L. RosERRTO+LOWS P.e 1492VfOODFORDROLE417SVILLE, NC27023 434- 66&-009 rllnmas frlomespa.cotn METAL STRUCTURE BY OTHERS 1/2" MIN. j' EDGE OiSTANCE 1 %4" MAX. SHIM SPACE 10 SMS OR SELF DRILLING SCREW EXTERIOR 111 1111INTERIOR SILL TO BE SET IN A 6ED OF APPROVED SEALANT 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2" MIN, EDGE DISTANCE VERTICAL CROSS SECTION METAL. STRUCTURE INSTALLATION NOTES: 7 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 4..._ 1/2" Mil EDGE DISTI 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS Ms - REY1516N5 0£SCRIPION OATS APPROVED ADDED FLANGE AND. FIN INSTALLATION 12/10/13 R.L. REVISED 4NSTALLATION DETAILS 08/03/15 R,L REVISED INSTALLATION DETAILS 06/21 /17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 06,12112017 MI WINDOWS AND DOORS LLC 650' WEST MARKET STREET N`\N"Hlill',j fti5 . • o;fr GRATZ, PA 17030 v,,Y GENS,S 0 kSERIES4205G0REINFORCEDWITHOUTADAPTER 96" X 98" Fk 61 FRAME INSTALLATION DETAILS TAT OF N'<. DRAWowc Ro: REV1OR% V.L.. 08502 249 C r, sION,41.``,\ Luis R. Lomas P.E. FL No.: 6251.4 cA NTS10/30/13 5 OF 10 ROBERTO LOMAS P.F J332 WddDFORbRD Gc'"VJlSVrLLE_. NC 27023 1 1/2" MIN 1" MIN, FSEPARATIONEDGEDISTANCE d e. 1 1/4" MIN. 4 EMBEDMENT CONCRETE/ 4, MASONRY 1/4" MAXBYOTHERS SHIM .SPACE OPTIONAL 1X BUCK I TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16" TAPCON 3/16" TAPCON MASONRY/ CONCRETE BY OTHERS EXTERIOR I 1 INTERIOR SILL TO BE SET IN A BED OF i APPROVED SEALANT a 1 1 /4" MIN. EMBEDMENT a. 2 7/8" MIN ` 1" MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION REVISIONS DESCRPTION PATE APPROVL'D ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. REVISED INSTALLATION DETAILS. 08/03/15 R.L. REVISED INSTALLATION DETAILS 46/21/17 R.L. 1 1/4" MIN EMBEDMENT 1 g 1 /4., MAX. 1 °9 SH1M SPACE MIN. INTERIOR EDGE '< DISTANCE 1 - 3„ v MIN SEPARATION F1 3/16" TAPCON EXTERIOR CONCRETE/MASONRY BY OTHERS JAMB.INSTALLATION DETAIL CONCRETEJMASONRY INSTALLATION OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: 1. INTERIOR AND EXTERIOR FINISHES, 8Y OTHERS, NOT SHOWN. FOR CLARITY, 2. PERIMETER AND JOINT SEALANT BYOTHERS TO BE DESIGNED IN AGCORDANCE WITH AS TM E21 12 SIGNEO: 0612112017 MI WINDOWS AND DOORS LLC t4111lrrr// 650 WEST MARKET STREET y\\S . GRATZ, PA 17030 Z y•CENdFcP SERIES 420 SGD REINFORCED WITHOUT ADAPTER ic' yiVo 51 k FRAME INSTALLATION DETAILS TATE OF DRAWN: OWG NO. REV iaAN :cZQRIflQ. 68 C j`s/ litONfI00\ 5'-L NITS DATE 10/30/13 s"69 OF i0 L. RORERTO LOWS P.E. 7432 4VOODrORD RD LEMSVILLE, NC27e123 Luis R. Lomas P.E. 434-688-0609 rllomas@rl0maspa.=M FL NO.: 62$14 T/2" MIN. EDGE DISTANCE WOOD FRAMING 1 3/e" MIN. OR 2X BUCK EMBEDMENT BY OTHERS 1 /4" MAX. SHIM SPACE 10 WOOD SCREWS EXTERIOR " 11 Ii INTERIOR FO BE SET IN OF DVED SEALANT 10 WOOD SCREW WOOD FRAMING OR 2X BUC14 BY OTHER: MIN. VENT tulIt utJIH14LG VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION. NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOWT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 REVISIONS DESCRIPTION DATE APPROVED ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. REVISED INSTALLATION DETAILS 08/03/15 R.L. REVISED INSTALLATION DETAILS 06/21/17 R.L. 1 3/8" MIN. 1/4" MAX. EMBEDMENT SHIM SPACE I INTERIOR 1 /2" MIN.. EDGE DISTANCE EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING WOODFRAMINGOR 2X BUCK INSTALLATION OR 2X BUCK BY OTHERS SIGNED: M21/2017 MI WINDOWS AND DOORS LLC 650 WEST yJ\S OEIV , GRAT2,MPAKET 77030REETSERIES 420 SGD REINFORCED WITHOUT ADAPTER 9 6" X 96" p(f k lass FLANGE INSTALLATION DETAILSSTATE OF DRAWN: OWG.710. REV V. L. 08-022249 C Luis R. Lomas P.E. a+ TE NTS10/30/13 7 OF 10 L. ROBERTO LOMAS RE 1432 WOODFORD RO LEWISVILLE, NC 27023 FL No.: 62514 434_ 6M_0609 fd_aSt91110Ma5pa. COM 112" MIN: EDGEz DI STANCE METAL 1/4" MAX. STRUCTURE { SHIM SPACE BY OTHERS }j EXTERIOR 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW L TO BE SET IN BED OF PROVED SEALANT REV I DESCRIPTION: DATE APPROVED A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R,L. B REVISED INSTALLATION DETAILS 05/03/15 R.L. C REVISED INSTALLATION DETAILS 06/21/17 RIL 1 /4" MAX. SHIM SPACE 1/2„ MIN. EDGE DISTANCE 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS INTERIOR m EXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION 1/2" MIN. ' I EDGE DISTANCE h VERTICAL CROSS SECTION SIGNED' 06121f2017 METAL STRUCTURE INSTALLATION. MI WINDOWS DOORS LLC F, I tt MARKET eT 1 0 41 GRATZ, PA 17030 1-04 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 2* 596" X 9fi" FLANGE INSTAL ATION DETAILS k= i AT_ OF , 41- NOTES bkawN, owG No. RevI.INTE- iOR AND EXTERIR FINISHES, BY 08-50289 C 2. PERNOTSIMETER FOR CLARITY. AND NTOSEALANTBYOTHERS OBB - SCALE NTS " DATE 10%30f 13 :OF 30 DESIGNED IN ACCORDANCE WIT14ASTME2:112 LROSERTOLOMASPE: r; Z LUIS R. Lomas P:E. WOODFORDRDLEWISVIL! E; NC 27023 454- 665-0609 racmas@lriamaspe.cam FL 62514 REVISIONS. 1 1/2" MIN. 1" MIN. REV OESCMPTION DATE APPROVED SEPARATION EDGE DISTANCE A 'ADDED FRINGE AND FIN INSTALLATION 12/10/13 R.L. B REVISED INSTALLATION DETAILS 08/03/15 RbL C REVISED INSTALLATION DETAILS 06/21 f 17 R.L. 1 1/4" MIN. CONCRETEEMBEDMENT 1. 1/4" MIN. r i EMBEDMENT MASONRY "-- I 1/4" MAX. BY OTHERS SHIM SPACE OPTIONAL 1/4- MAX. 1X BUCK SHIM SPACE TO BE INTERIOR MIN. PROPERLY SECURED r EDGE SEENOTE3DISTANCESHEET 1 3/ 16" TAPCON a' 3" EXTERIOR INTERIOR MIN. SEPARATION r SILL TO BE SET IN ABEDOF3/16" TAPCON EXTERIOR APPROVED SEALANT 3/ 18" TAPCON CONCRETE/ MASONRY JAMB INSTALLATION DETAIL BY OTHERS. CONCRETEMA SONRY INS TALLATION MASONRY/ OPTIONAL TX BUCK CONCRETE TO BE PROPERLY BY OTHERS SECURED SEE NOTE 3 SHEET 1 NOTES: 1. INTERIOR AND EXIE.WORFINISHES, BYOTHERS, a. 1 1/4" MIN, NOT SHOWN FOR CLARITY. EMBEDMENT 2. PERIMETER AND JOINT SEALANT BY OTHERS TO SE DESIGNED. IN ACCORDANCE WIIHASIME2112: SIGNED: 0612112017 MI WINDOWS AND DOORS" LLC 2 7/ 8 MIN. 1" MIN. 650: WEST MARKET STREET `\S SEPARATION EDGE DISTANCE GRATZ, PA 17030 v„'\O E NSF VERTICAL CROSS SECTION SERIES 420 SGD REINFORCED WITHOUT ADAPTER *- 0 51 * = CONCRET&MASONRYINSTACLATION 96" X 96" FLANGE INSTALLATION DETAILS TATE OF 5- R . L DRAWN:. . DWG 110: REV' / fis CORipP ' V.L. LE DATE 08 SHEET 0 E249 C //YSIQNA 1. 1E NTS 10/30/13 9 OF 10 L ROBERTO LOMAS P.E. Luis R. Lomas P.E. N32 VY0ODFORORDLEV1ISVfl.LE,NG27023 FL NO.: 6251.a 434-688 P809 rgomas rz TbiorRas/Ia.CGm WOOD FRAMING BY OTHERS 1 1/4- MIN. EMBEDMENT APPROVED - SEALANT BEHIND FIN 8 WOOD SCREW APPROVED SEALANT BEHIND FIN 8 WOOD SCREW 7/16" MIN EDGE DISTAN 1 /4" MAX SHIM SPACE 7/16" MIN EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD.FRAMING OR2X BUCK INSTALLATION VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCKINSTALLATION FOR SILL INSTALLATIONSEESHEETS a-s. WOOD FRAMING BY OTHERS 1./4" MAX. SHIM SPACE R INTERIOR TRIM REMSIONS REV DESCRIPTION DATE MPRaYEP A ADDED FLANGEAND 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, G TRIM 1 1/ 4". MIN. INTERIOR EMBEDMENT MASONRY/CONCRETE e BY OTHERS 1X BUCK BY OTHERS, HOOK STRIP 1X BUCK TO BE PROPERLY SECURED TAPC TAPCON EXTERIORPANEL INTERLOCK HOOK STRIP INSTALLATION MASONRYICONCRETE 1/ 2" MIN, METAL STRUCTURE 1/2" MIN. EDGE BY OTHERS EDGE DISTANCE DISTANCE TRIMI INTERIOR 1 3/ 8" MIN. EMBEDMENT HOOKLSTRIP S10 SELF DRILLING HOOK STRIP ! 1 SCREW a SCR WOOD _II PANEL SCREW .EXTERIOR INTERLOCK EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION METAL STHUC 1 UHEHOOK STRIP INSTALLATION SIGNED: 0612112017 2X BUCK4YOOD FRAMING M1 650 WINDOW5 AROEDOOREETRS LLC \\\ S P, IL0 /// WEST i GRATZ, PA 17030 1r ,GENSF P i SERIES 420 SGO REINFORCED WITHOUT ADAPTER 0"JV51 96" X 96" NAILFIN & HOOK IMSTALLATION DETAILS •; STAT OF 0. • F 4 a NOTES: Owc NO. NTERIORAND EXTERIOR ' FINISHES, BYOTHERS, V.L.REv NOT SHOWN FOR.CLARITY sG1E DATE 08 FiE' T 49. C. XY//S10NAil'a\\ 2,PERIMETE, RAND JOINT.SEALANTBYOT14ERSTOBE NTS 10/30/13 10 OF 10 DESIGNED IN ACCORDANCE WM4 ASTM E2112 L.ROBERTO LOMAS RE Luis R. Lomas P.E. 1432 WOODFO.RDRDLEWISVILLE, NC 2i023 FL No.: 62514 34-606-0609A1=&sg)Irlomaspe.con Florida Building Code Online https://www,f.loridabuildi,ng.org/pr/pi_app_dtl.aspx?param=vvCEV X... 4wl T" un" BCIS Home Login ¢ UserRegistration t Hot Topics, Submit Surcharge. Slats & Facts ', Publications ( FBC Staff j BC[S Slte Map links i Search b a< a Product Approval USER: Public User i n.. diLc,21iRR.wation Set.=sh > Apv-katDnA--,t > Application Detail 43 i-AR FL # FL15279-R5 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/ Phone/Email Authorized Signature Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Email reapply 11/28/17 Clopay Building Products Company 8585 Duke Blvd. Mason, CH 45040 513) 770-6062 mwesterfield@ciopay. com Scott Hamilton shamilton@clopay. com Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Intertek Testing Services NA, Inc. Validated By Gary Pfuehler Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year ANSI/ DASMA 108 2005 ANSI/ DASMA 115 2005 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL5M7LJ R,"s„ Equiv 201.?0809 - FE3C QAS,MA 108 equiv.pof FLi5279 R ; Fc;,iia t7, 7Ci.ii89, EqC DASMA 115 eguiv pdf 1 of 7 4/ 15/2018, 5:17 PM Florida Bdlding Code Online https://www. fl oridabu iidiilg.org/pr/pr__app__dtl.aspx?param-wGEVX... Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Go to Page FL # Model, Number or Name Method 1 Option A 08/10/2017 11/29/2017 12/05/2017 15279.1 001 W3-09 DSIE-1A171: 2050,. 2051, 2053, 4050, 4051, 4053, 62, 64, 65, 62G, 62LG, 64G, SDP38; SFL38, SRP38, 134, 135, 136, 1 6130, 6131, 6133 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-20'PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions, The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.2 002 W3-09 DSIE-1A471; GD1SP, GR1SP, GDILP, GR1LP, AR1SP, AR1LP, ED1SP, ED1LP, 4132, 2132, 6132, SFC38, MFC38 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ:. Yes Impact Resistant: N/A Design Pressure: +20 PSF/-21 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). Page I / 8 Description 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 29 ga. min.) Single -Car (up to 9'0" wide) WINDCODEO W3 Garage Door Certification Agency Certificate FLIS279 Si5 C C'xCLetter with prgat of rsryt act iic prrcf of in5pection.0f FL15. 73_ 125 t CA{Z W Li, t{tig_Tnter_€.c.,,pcif Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions F1.15279.,R:r_IP 7 i1b55__Rrvt2,.p f Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Gallery/Artistry/Expressions: 2-3/8" Double -skin Insulated EPS (exterior skin 27 ga. 'min.; interiors ' kin 27 ga. min.)' Single -Car (up to 9'0" wide) WINDCODEW3 Garage Door Certification Agency Certificate cj, 1S2_79 ,R5. C,.._,Q C E_eUer v ith_pry f mot., rintr3,_arltt..t7i cef of ia7spectinn r d( F_ L1579 R5 C_CAC 4_i3 I €sting_IFILffit'64Alf. Quality Assurance Contract Expiration [late 05/ 21/2028 Installation Instructions ct.1529 R5_.1T....103,95Z RgY01,Pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.3 003 W3-09 DSIU-1A171: 9130, Double -skin Insulated PUR (exterior skin 27 ga. min.; 4131, 4133, HDP13, HDPF13, Interior skin 27 ga. min.) Single -Car (up to 9W wide) HDPL13, 7130, 7131, 7133, 8130, 1 WINDCODE® W3 Garage Door 8131, 8133 j Limits of Use Approved for use in HVHZ. No Approved for use outside HVHZ: Yes Impact Resistant: N/ A Design Pressure: +20 PSF/-20 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.4 004 W3-16 DSIE-IA171: 2050, i 2051; 2053, 4050, 4051, 4053, 62, 64, 65, 62G=, 62LG, 64G, SDP38, SFL38, SRP38,'134, 135, 136, 6130, 6131, 6133 Certification Agency Certificate i`i 75273 R5 _C_CtaC Letl_er evitkt_I,rncsi oi-eGI UaCI;._artd proe,P of tnsly rttrn pdT Ft,1529_R5_ C,CAC W3_ t s snu ,.T..ntertek.prf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLI..` i?:73 R I_T,_10417a,;lCexOl....i1d Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 29' ga. 'min.) Double -Car (9'2" to 16'0" wide) WiNDCODEO W3 Garage Door 2 of 7 4/15/2018, 5:17 PM Florida Building Code Online https:/hk,ww.floridabuilding.org/pr/pr_app_dtl.aspx?param=w(3EVX... Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure; +20 PSFI-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). 15279.5 005 W3-16 DSIE-1A471: GD1SP, GR1SR GD1LP, GR1LP, AR1SP, j ARSLP, ED1SP, MILP, 4132, 2132, i 6132'SFC38, MFC38 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSFI-21 PSF Other: The OPTIONAL glazingavailable for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279. 6 006 W3-16 DSIU-IA171: 9130, 9131, 9133, HDP13, HDPF13, HDPL13, 7130, 71.31, 7133, 8130, 8131, 8133 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-21 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions.. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.:1.4 FBC). 15279. 7 007 W3-16 PAN-21`153: 73, 1500, 75, 190, 84A, 94, 42, 48, 55, 42B, 48B, 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 debris regions (ref 1609.1.4 FBC). 15279. 8 008 W4-09 DSIE-11`171: 4300, 4301, 4310, 4400, 4401, HDG, HDGL, HDGF, 66, 66G, 67, 67G, 68, SP200, SF200, SE200, 6200, 6201, 6203 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +28 PSF/-29 PSF Other: The OPTIONAL glazing available for this product Certification Agency Certificate FL15279 RS___C_CiC .Leta evitk#__proof of gntra ,ana pr q.f of Irspectron,pdf f1L15, 27RaC, CAC _W3_Lisbng__ gn prtek pi f. Quality Assurance Contract Expiration Date 05/21/ 2028 Installation Instructions FL15279 RS,.._ II_._101820-Rv13._Rdf 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 ( 97' up to 16'0" wide) WINDCODEQ W3 Garage Door Certification Agency Certificate FL15279 115._ C_ .tAC__Letter,yvirh larrof of contract ai d_proof of impection. pof FI 1' i279 RS _C.. C A(. :"/3_[ rstii g_islterL .k_..pc1 Quality Assurance Contract Expiration Date 05/21/ 2028 Installation Instructions 171-15279 R5 II....10402-Rev01.PdF Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation' Reports Created by Independent Third Party: Double -skin Insulated PUR (exterior skin 27 ga. min.; interior skin 27 ga. min.) Double -Car (9'2" to 16'0" wide) WINDCODE W3 Garage Door Certification Agency Certificate FL15279 P5.: i _..CAf L,ettei,-_v stir rraf of c ntract nl r9 1' of i1r < r,ect oSl_P_df ir 15279 its .C,_CAC 4^.._ L3,t:ng_._i,ntcr Quality Assurance Contract Expiration Date 05/21/ 2028 Installation Instructions I'L 152.79 RS [... 104168-F 41-pof 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) WINDCODE( W3 Garage Door Certification Agency Certificate LI.52, 79 R5_ C_ C.C L tteL7r ith_prnrf,of.cr SSr cr ,end i7roef of .rr.; pectto;,pdf FL15279 Lis C- CAC 'N..3: 05ting_:I ,tertei .pc f Quality Assurance Contract Expiration Date 0512112028 Installation Instructions FLl_52l9 fi55-I_1013 hgvL2.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) WINDCODE@ W4 Garage Door Certification Agency Certificate FL15279 R5_ C CAC Letter with proof qdcqrjtr4rt and proar i f Innpeciion.pdf f L L5279 R5._C CAC W4 Listing. _k,.ptif Quality Assurance Contract Expiration Date 05/21/ 2028 3 of 7 4/ 15/20 t 8, 5:17 PM 1!lprida Building Code Online https://wwiv.floridabuilding.or-,/prlpr_app_dtl.aspx?param=wGCVX... meets the wind load requirements of the building code but i Installation Instructions DOES NOT meet the impact resistant requirement for FL15279 RS II;1016S2-a-Rev1I.,pdf windborne debris regions. The product withoutglazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the.impactresistant requirement for `windborne Created by independent Third Party: debris regions ( ref 1609.1:4 FBC). Evaluation Reports Created by Independent Third Party: 15279.9 009 W4-09 DSIE-1F471: GD2SP, GR2SP, GD2LP, GR2LP,_AR2SP, AR2LP, ED2SP, ED2LP, 4302, HDGC, 6202, SFC68, MFC68 Limits of Use Approved for use in HVHZ, No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: + 26 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-11`171: 9200, 9201, 9203,. HDP20, HDPF20, HDPL20, 7200, 7201, 7203, 8200, 8201, 8203 Limits of Use Approved for use in HVH7.: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Resign Pressure: + 28 PSF/-29 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the balding 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, 011 W4-09 DSIUO-11<479: 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). 1527912 012 W4-09 PAN-21`151t 73, 1500; 75, 190,• 84A, 94, 76, 42, 48, 55, 42B, 486; 55S, 4RST, 6RST, 4RSF, s 6RSF, 2RST GD5S, GD5SV, GR5S, GR5SV, A115S, AR5SV, ED5S, ED5SV Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact. Resistant: No Design Pressure: + 25`PSF/-32 PSF Other: The standard glazing available for this product meets the wind' load requirements of the building code but DOES NOT meet the Impact resistant requirement for windborne debris regions: 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) WINDCODE7 W4 Garage Door Certification Agency Certificate FL15279 R5 Q_CAC_ L_etter,wrth_proof af_c3ntrac2 aid,_proof Quality Assurance Contract Expiration Date 05/21/ 2028 Installation Instructions hL1521y R5^ II_103969 B RevOZ.pJf 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. roin,) Single -Car (up to 9'0" wide) WINDCODE(§ W4 Garage Door Certification Agency Certificate FL152.79__ RS„C,CAC_.Letter with proof of contr ct a n. d_proof o€ irspect{ cn.pdf Ft 15279_ R C_CAC W4i_f I t)ng _ntertek_P if Quality Assurance Contract Expiration Date 05/21/ 2028. Installation Instructions t1,3Z79_ RS II_104183-_Rev07.df 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 FL1527.9 RS_C_C.AC Letter JiCh_Grooflof contract and proof Uf IrlspectiPa, pdf FL15279 RS__ C_.,CAC.VJ4,_Listing._Tntertek.pdf Quality Assurance Contract Expiration Date 05/21/ 2028 Installation Instructions FL15279 R„ 5_11_ 0456,Rev01_pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Steel Pan ( min. 25 ga.) Single -Car (up to 9'0" wide) WINDCODEJ W4 Garage Door Certification Agency Certificate FLI5279 R5 C CAC Letter with_proof_of contract and proof of inspeCti n.pdf - _ FI 15. 2..79 RS _C_CAC__W4_Listing Intertek,.pdf Quality Assurance Contract Expiration Date 05/21/ 2028 Installation Instructions FL15279 R5 II_30015.9,.,8 Rev lf,pclf Verified By: IntertekTesting Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 4 of 7 4/15/2018, 5:17 PM Florida Building Code Online 41, https://ww w.floridabui ldi ng.org/pr/pr_appjtl.aspx?param=wGEVX..., 15279.13 013 W4-09 PAN-21`441: G4S, GS4, G4L, GL4, GD4S, GD4L, GR45, GR4L, G4SV, GS4V, G4LV, GL4V, GD4SV, GD4LV; GR4SV, GR4LV, E4S, E4L, ED4S, ED4L, E45V, E4LV, ED4SV, ED4LV, SS4, SL4, AR4S, AR4L,'SS4V, SL4V, AR4SV, AR4LV Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25 PSF/-32 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOESNOT meet the impact resistant requirement for windborne debris regions. 15279. 14 1 014 W4-09 SPO-21`449: Grand Harbor, Stone Manor Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +25 PSF/-32 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the Impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279. 15 015 W4-16 DSIE-11`171: 4300, 4301, 4310, 4400, 4401, HDG, HDGL, HDGF, 66, 66G, 67, 67G, 68, SP200, SF200, SE200, 6200, 6201, 6203 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25.5 PSF/-25.5 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. Gallery/ Artistry/Expressions: Steel Pan (min. 24 ga.) Single - Car ( up to 9'0" wide) WINDCODE@ W4 Garage Door Certification Agency Certificate FL152. 79 R5 C CAC Le ' r wit: ,i roof of contact and praof ofinsp Uon.pdf FL. IS?_79 K5,_C CAG U'J4 Listiiig InCe tek.pdf Quality Assurance Contract Expiration Date 05/ 21/2028 Installation Instructions FL1$ 2Z9._R5,_II _1034 6-_B-Re_v4i3 df Verified By: Intertek Testing Services NA, Inc. Created. by Independent Third Party: Evaluation Reports Created by Independent Third Party: Steel Pan (min. 24 ga.) with Overlay Single -Car (up to 9' 0"wide) WINDCODE@ W4 Garage Door Certification Agency Certificate FL15279 RS_C_GAC Letter with_proof of_contract and proof of inspection pdf FL i 5279 R5_C_CAC, W4 Listing Inter ek....pdf Quality Assurance Contract Expiration Date, 05/ 21/2028 Installation Instructions FL15279 R5.11 103549Re_v_06.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 2" Double -skin Insulated EPS (exterior skin 27 ga. min_; interior skin 27 ga. min.) Double -Car (97' to 16'0" wide) WINDCODE@ W4 Garage Door Certification Agency Certificate FL15279 R5_C_C.AC Letter with _,proof of contract aid. proof of inspection.pdf FL15279 R5C._CAC _W4 Listln Inte_rtek f Quality Assurance Contract Expiration Date 05/ 21/2028 Installation Instructions F_ 1-15279 _RS II_101481-B-Rev13_pdf 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-117471: GD2SP, Gallery/Artistry/Expressions: 2" Double -skin Insulated EPS GR2SP, GD2LP; GR2LP, AR2SP, (exterior skin 27 ga, mina; interior skin 27 ga. min.) Double- AR2LP, ED2SP, ED21-P, 4302, HDGC, Car (9'2" up to 46'0" wide) WINDCODE@ W4 Garage Door 6202, SFC68, MFC68 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25.5 PSF/-25.5 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. 15279. 17 017 W4-16 DSIEO-IF479: Coachman/ Settlers/Affinity Certification Agency Certificate FL15279 R5 _C_CAC__Letter with proof of_cpntract and proof ofinsbection. pdf FLi5279 R, _C__CAC UV4Listing,._ntertek.pdf Quality Assurance Contract Expiration Date 05/ 21/2028 Installation Instructions FLi5279 RS_I1 104029-B S2ev03,.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Doubie Skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27ga. min.) with Overlay Double -Car (up to 16'0" wide) WINDCODE@ W+Garage Door 5 of 4/15/2018, 5:17 PNI Florida Building Code Online littps:/hvww.florid,ibuilding.org/pr/pr app_dtl.aspa?param=wGEVX... Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +25PSF/-25 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 FLi5279._ R5C;CACLett.:er with_progf (, Antra t_and.,progf of inspectlon_ pdf FL15279 R5 C..:CAC M._Usting_Intertek. pd..f. Quality Assurance Contract Expiration Date 05/21/ 2028 Installation Instructions r-i. 15279 R5 IT _163046 R?v07_pd." Verified By: Intertek Testing Services NA; Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.18 018 W4-16 DSIU-1F171: 9200, Double -skin Insulated PUR (exterior skin 27 ga. min.; 9201, 9203, HDP20, HDPF20, interior skin 27 ga. Min.) Double -Car (9'2" to 16'0" wide) HDPL20, 7200, 7201, 7203, 8200, WINDCODE@ W4 Garage Door 8201, 8203 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: + 25.5 PSF/-25.5 PSF Other: The OPTIONAL glazing,availabie for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product' without glazing DOES comply with the impact resistant requirement for windborne debris regions ( ref 1609.1.4 FBC). 15279.19 019 W4-16 DSIUO-1K479: Canyon Ridge/Brookstone Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: + 25.5 PSF/-25,5 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions ( ref 1609.1.4 FBC). 15279.20' 020 W4-16 PAN-21`153: 73, ISOO, 75, 190, 84A, 94, 42, 48, 55, 4RST, 611ST, 4RSF, 6RSF, GDSS, GDSSV, GRSS, GR5SV, AR5S, AR5SV, ED5S, ED5SV Limits of Use Approved for use in HVHZ: No Approved` for useoutsideHVHZ: Yes Impact Resistant: No Design Pressure: +24 PSF/-24;5 PSF Other. The standard glazing' available: for this product meets the wind load requirements of the building code but DOES NOT meet the Impact resistant requirement for windborne debris regions. Go to Page Certification Agency Certificate FLI527.9 It. C_CAC Letter with .brnof of contract at>d.G.ro_o_.f of inspection.pdf FL15279 P.5 C_CAC W4_._I!sting Intertek-,p(If Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions rLl$? 79 R5 II if Verified Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Double Skin Insulated PUR (exterior skin 27 ga. min.; Interior skin<27ga. min.) with Overlay Double -Car (97' to 16'0" wide) WINDCODE®R W4 Garage Door Certification Agency Certificate FLIS279R5C CAC_ Letter with proof of contract and proof of ilpy ctian, pdf ELI5279 R5 f_ CAC_6N4 Liskincl ifiteltek_ptif Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279_, R5 II 104457.-_Re rO2..Pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0" wide) WINDCODEV W4 Garage Door Certification Agency Certificate FL15279 RSCCAC _Letter with._pro f of: ontra t_a.na proof of in spe on.p l( FL15279. R-/.._C._ CAC W4_.listing..._Intertek..i2e1f Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions,' FL1: 5272.R5_ IT..1O7/I1-1 RevtS:Rof Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: back Nexti 0 0 Page l / 8 0 AD CoAA_rLUn : 7 R=I lair g gad Tvallaha3S 9 Ehon 8.5-a$.7 24 7tie State of Florida isanAA/ EEO employer.Apynght 2Q07-z413. Stai.e.._Uf Florrla.::::Proacy_Stem en: Accessibility Statement :: Refund Statement Under Florida .law, email addresses are public records. If you do not want your e-mail address released in response to a public -records, request, do not send electronic 6 ©f 7 4/ 15/201 b: 5.1.7 PM Florida Building Code Online littps://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=vG:CVX.:. mail to this entity. Instead, contact the office by phone or by traditional mail. if you have any questions,: please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, P.S. must provide. the Department with an emailaddressif they have one.. The emals provided maybe used for officlalcommunication with the licensee.. However email addresses are public record. Ifyou do not wish to supply a personal address; please provide the Department with an email address which can be madeavailable to the public. To determine if you are -a licensee under Chapter 455, F: S., please click here_.. Product Approval Accepts: Credit Card Safe a aF n rrr r 7 of 7 4/ 15/2018, 5:17 PM. 19DEL utt iitmi S WAGE HOISE' —sn vANEL. ENH055 DOERS 609ELS y LA 2H GA' 91S Q AY i Lm` ODRS, ERR DHDSV, ii¢2N IR i A9IISTRT• ARSH YtSSV TAHNracc sE• toss ' EDsry SHEET 1. OF 2 REY DAII DESMIPTWN 08, 11/30107 A= EXTENDED HEK9175. COMBINM CIA 10 OB/08/08 AmED M/N 420, 488. 55S ft 10/21/08 AOMD M/N 4F 12 n/200@ ADDED 'C48iNGE. HOUSE EMBOSS DOORS. 13 8/2010 UPDATE MODEL TAKE. I ,12— REVISED MEND SPEED TABLE FOR.. ASCE7-:1 OPTIONAL : ClAZINC MAY BE STANDARDORIMPACT RESISTANT GLAZING. SEE ".SECTION ;O-B.:FOR DETAILS. MAX. STANDARD SIZE- IS 42-1/2%18'. IMPACT nett F98 mY1. MTAaan w/ la-L-IDC (roP A oo 93& RtlN£ AOl16AE. {N.CY+C-CcNRiO RESISTANT.: GLAZING IS '21-5/8'x1.4-1/8":- Ai1O 3' " 20' GR. 1f-9AC4. U= BARS M A ]-1-F-1 RETR4 LL-6Y6- CN 841T G11011, ONE U-BVFON ISXT SEY: DDN, EEG.}. 9UT50E NErm LOCH pos" t MAtt GGON:Wro1N O. K9C' 9tOWf nN±FD-PANfl. mm ..$LYdi: vfm BN$D-PANEL.4 ALSO -"DYED. .. mar& H".3NEEf IIETK::SCMW$' 1/ 4'a3/E' SF1F 9-T APRNc3Vtw5 R Jg w m Heroes E n4R w X=k. SEE SHEET TWO FOR IMPACT RESISTANT CONSTRUCTION DETAIL "A" AND STANDARD CONSTRUCT DETAIL "B"; TRACK AND JAMB DETAILS. MARK WESTERFiEELO. 195, 3 SECTION A-A_Ll0_EtM 20 CA.L CALV STEEL MIN YE1LD STRENGTH; 50 KSt l` emt+ smfsi — 2THICK d I 7HA R9HIr wcuuc "raz :a rmx.N1- 7/ 8- NmA..nx 12 GRA STEEL TOP ROLLER BRACKETEACHoBRACKET ATTACHED W/(4) 14x5/8" SHEET META: SHIP LAP JOINTS. SCREWS. t y DENSITY POLYSTYRENE FOAM INSULATION THICK WITH VINYL HAIRCELL BACKER (INSULATED MODELS ONLY) 25. GA MIN; GALV. STEEL .SKIN WITH -A BAKED -ON PRIMER, AND A: BAKED -ON POLYESTER. TOP COAT APPLIED TO BOTH SIDES OF ' STEEL SKIN. R6 WP7: PD:7H ws>exctEUH nrt uMuw urns soa _roL DUAure wm- M'El9S 11sRn 9mA +ccvme¢ ro. ne: ttaa0+ a" nIFHRFA19NX: 031NP OWODt9., R1ARrG, H). OP,iIt WS H'.Hi, A19rF1 N.H1R9tAGS LID iaa. ]) leiv iWDT D,CHE,Ko 1/ iFSTHO.M ACGRAYJ%E'H11N ANpANSNA SDL ERE-ID£W1C Ck?AAd10.4H 9Y /.. tllNilm. r>&9wrr: POt%EH.hOewi WY:LR'FDr. 9..0 L C H KAx-A- ipJplf HL' r]' A' 13' 1C ding Products 14 GA GALV. ROLLER HINGE, EACH.:HINGE FASTENED. TO END ST1LE5 WITH ( 4) III 14x5/8" SHEET METAL REWS AND "(4) 1/4ax3/+' SELF TAPPING SCREWS, SEE VIEW "B". 3" TALL x 20 GA. GALV. STEEL U-BARS IN A 2- 1-2-.1 PATTERN (LE'. TWO U-BARS ON: BOTTOM SECTION, --ONE .U-BAR.'ON NEXT SECTION, ETC:): EACH U-BAR: ATTACHED WITH-(2) 1/4'x3/4'"SELF TAPPING SCREWS PER 'STILE LOCATION. - 13 CA. GALV. STEEL BOTTOM BRACKET. ATTACKED -WITH '( 2) /14x5/8' SHEET METAL SCREWS. ALUMINUM EXTRUSION ac AWL WEATHERSTRIP. DESIGN LOADS:.+ 24,0 PSF & -24.5 PSF TEST LOADS:-:+ 36.0'PSF & -37.0 PSF YIND131AD. RATING MAX.: WOR S[ZEj IN-2F153. W 4 46'd"W z 16'0'H i/97 DEscRroTTDN, CLASSIC AND CH 'RP STEEL :PAN DOUBLE —CAR, 16'W +24/-24.5 PSF JAC 0> tAVtNG WNBER 1.01711 VER, mww 1Bc DEAL fJWiIAiE H A PATEL FM(IOSS YfOiS IDW NEf4NT SEL—s 4 V Uks fa9TNT twit 24 GA S 25 OA 2S. GA IMS TO J9' A 4 i/D'xi' 1A0.50g1TS OM SA' CEYNrT ERS. 1-t/D" = WASNQt iD3R1F1R VB JJ JS ISW. 190 T3' TO 8'S• H SCREWS WY HE TTJ—Ens MM (DOE NM A20t1NE0 PROWQ A rum ARSE fNST ORSt' 9'0' 10 /0'4' 6' 9 IIKXL NOkaWAL Juice 00 180E tOn. s wT PNEL. 13 1 SjDSJ' SIEMVE ANCHOR BOOS CN ZO' CEN1E16 (2.Wx R tDM C0kflRTlj. y,ii1 e a. - M®EL 4f- IY (LUSH' 11`7"TOl69'NAX 9 WARRkS RTCT18lO WTH =M AVO" EM UMo fAMEl. TECiTTN IF.[GTAT+ 2M' T/413' TAM" SMM ON 17' CFNMERS =w P9 IAN.-CONaE a go v CMNRR`u (W0-600.0—EMS ID WIM TWO". YV NHID00WVIRW. =W gM-fWYI AA R7 GA NS ns, 1 GS.SV. REPFRTO A.NA 109-tal. A UCE:NSm OE•iFd FASTIItW ffi OPSSV PIinFE9IXVI. WT ARW 8E EIIRVYED To IfPNO'vE ALTEMDAm JAYS -CI * MDTAiDNK. rs AR55Y BSS EIISSY PRlTNUTIRNOF aW nAHRB. YNORT PATEI. STw MOOlDDAO. B/ D001 e4T-JX- (TP. wl 2. VJAYf PRE .6W8 r30 C. NP1. 6V.V. STEEL END 82E. 20 — C. H.V. sTE0. fOM s;a— IMPACT RESISTANT ASSEMBLY DETAILS f ORAVANG 101747-A j SECTION B- B (IMPACT -RESISTANT GLAZING OPTIDN) OETAL n' HLATWRPR&i NTGN WHO H•E Hw-w wSprr, NFrtOS'R vktMf MOfKIDFt.. iotmwne fParor Frc+¢ 54COE suA+ lr e¢mtm stm trot .vn FR+AN). OIE-i¢ E WSSINW 1*A>STikF]g RErWFA FATWm TO FWYIE ATM. anm aE tecw (roi M . N+•. PAN taFAn eAONTE sans Asa. IP - I _ CONSjRUCT7CN: xtO DacRs ( No aAzuai-wt DDONs WTI oP1nFUA RnArr-ALSTSfA)1T nMA2NxARE AZM ' 615E L YN .S=. S2T, AN AN°-PN0O1Dm rm 240, E.CYCC2UPT7LA' RSOTwiG MDTTE:AF0f0rO0NROHfIkLMRiM-INItTN E tOeRRE. 00nRASDEYBI. Y NSFAl1FCM IN GOHPUATAL'E WM tWS SECItnN YRTv' TVDM rm Inn aEavpHlct+rs DF rtiE FTARXN 9DtL9ac cmE ANO FOQINAnDNa:. tAHAtND I. STANDARDASSEMBLY DETAILS OFiAWINO 101711-B SECTION 8 g(NON IMPACT RESISTANT GLAZING OPTIGNI W1nNT FTNNY WTN U: Y. COATNG ON OUTSDE SVRFA rrlT{ry{y NOTE THATFRONTF E 6 "WaMFA TTIATF V TAa-fMSWAW 1R. tUH. AEa UTE AtN 1&SIC PM KM SCFRCW. g Tt_aD ASSED( BLY CONSTRUOTION• n w.t sm, om' OR Y A4 tEUC 10 AYAIARw OPROVl ALRILC HALM 6SPlA4RWOPDKOR /M CP ADPRAED CCS HA50CNASxOCpMNCEWRitBC/F8C 2THE DMAE COOT' &-Mo. Y INSTALLED N CWP.WIOE VAIN ME SECDON MEETS THE VE19 MOn REWREMENTS OF TIE nA140A BVWK CODE OR NTLWTOOL 9SADM CODE HIR (IFFY THE MPACF NESRNIT NEO1At T WMTOBOQIE DETAOS REOWNS IEi, aw EDI TD FBO/IBC): SHEET 2'OF 2 Ne cz cuv, Nkux. EXI rtR T2K2t 9ECTElT. YD' IA.. NODtO PIYAdUT MIM(l)F b BQ SHEETFAAEHER (MIE PFn AODER) NEGI SCkL'4S. 3 1R1CR FASIFIFA Tp fH G CAIY. Rq.LIIi NMIGG FACR HNCB TFF1 TRACK NiMltli Hm mEUN DRACKET fAS1EIm To Oa sTEssWM µ) ltaa/s's1F] HEru s.9EWs. Aw (f! YD/a"BOLLS.$ #JiS.. TNp.i/4' lM tEYE'i. 1/iil/A• QIF TAFPINC4234Y.. W1.sNCRF SIFM 9TFII. RCIEER TDM SrEgL.M.!IT'LIX. 1WE S,EEL tL71L` nIFMSS]+ TttE 5WTPORR G SndlCilR+AL kxCMtFTi13 9TIHL OR tiff RESP061HAdY V THE PROPESSON4 OT RECIXiO. FOR THE BOSMTO TR Lmv)) i AEU. N ALCAiIDJNCE X1TH CtATf4lTf &AMDOIL CODR F'OR TIE. LOADS. UDTEO'OH 1NE. DMNWN(i. NOTE: TRACK CONFIGURATION ABOVE THE DOOR OPENING DOES NOT AFFECT THE WAND. LOAD RATING OF THIS DOOR. H OHTAL TRACK s - MT m OEM*SrALLM 4o e' " LL DGaa. ANo 1 77' cn vtx srETi FMAO BRA<xTET. FUN fASIF7 TO ADED t.LAcHaREws- l}iR70P91iACKEF DOOBT.E. HORTZONTAi. TR4CK.. 3)5/tD•. T-s-5 Ia^ wW 000p T ES2'- OALV. STEEL TRACK. OOUBLETA?CH' IOW N. AORIXMS oPTiON 1, MW TRACK TM0, WSS:. am* _ TIP. 2-1/2'. 12 CA 4ALV. STEEL TPICX SRACKV. i7 1RACK-Bfxwm PER sue tlfdtMi"AMt.dYtLOdL I 9 NIB. 2WOR WST ALLER SLIM OnnRH'CVEA a' ttE1 I I 11itR.%.TMGt/ k:`S:.C90' WL TW, x-i/Yf 2 cA. cuv.sl[ri((l1tPR rx eRACKEr. D 1 A• NCEBETWEEN fIJ NiO]GP . TRlflt MOT roE%CFED sO^ O.c:. wat p Teo w m+MNu[. I ileF: fOR DOM OVER 12'-O' HKM, TRACK RM p;OEmuwWbiIID1 Sp. FAcTw FteJvoEa COMDOLT FOR MORECETNLF' ROR 3-1? DESIGN LOADS: + 24.0 PSF & -24.5 PSF TEST- LOADS: +36.0 PSF & -37.0 PSF MPG PAN-2F153 YIM7 RATING W 4 MAIL accm SRE 16' 0'W K 16'0'H low olopay DATE' 1/3/97 nEYT;RtPTiOP+. CLASSIC AND. CH RP STEEL .PAN ENO7N63t: MARK V1ESTfRFEID. P. E. k 6505 DUKE BLVD. Building Products MMsON. OH 45C40 DOUBLE -CAR, 16'W +24/-24.5 PSF ORAWn Hn JAC HRAVOaG..NIRTHER vE P. E. #48 d27H32, - 513) 770-WO Company GESXED DTI 7017fT IBC Flprida Building Code Online https://www.florid,Lbuilding.oig/pr/pr_app dtl.aspx?paramwGEVX... hka 8C1S Harne Log In User Registration .Hot Topics Submit Surcharge Stats & Facts Publications ! FEC Staff BCIS Site Map Unks Search PrApproval Approval Public rUSER: user FrPjur, LAWmvalMk:ou >,riorlix,,,, nr np,R,l etwo e00.>AP040rni-i,.> ApplicationDetail 3 FL # FL17499-R3 x 1 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 M1 Windows and Doors Address/Phone/ Email 650 West Market Street Gratz, PA 17030 717) 365- 3300 Ext 2560 bsitlinger@miwd.com Authorized Signature Brent.Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/ Email Quality Assurance Representative Address/Phone/ Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Steven M. Unch, 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/ C5A 101/I.S.2/A440 2011 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A 1 of 4 4/ 13/2018, 7:05 AM Florida Building Code Online hups://www.floridabuildiiig.org/pr/pr_app_dtl.aspx?param=wGEV.X. *. Date Submitted Date Validated Date Pending FBC Approval Date Approved 01/15/2018 01/15/2018 01/21/2018 Summary of Products FL # 1 Model, Number or Name 1 Description 917499.1 1 185 SH , 36x84 Fin/Flange Frame IG/SG Imp act Single Hung Limits of Use ; Certification Agency Certificate Approved for use in HVHZ: No FL17499 R3C: CAC MI Windows_ 185 SH,{Fjn) Impact; Approved for use outside HVHZ: Yes L4),I3Jt Impact Resistant: Yes FL17499 R3_C_CAC.:M'1 Yfindpws t85 SH,{Fin) 1,{n_pacC (Sj Design Pressure: +55/-55 Done_pdf Other: R-PG55*, Missile Level D, Wind Zone 3. Glass to be FL17499 _R3 C CAC fN1T}flf,itlouas..-;i85 SH (F[ rgeilmpact bedded in Pecora 896 sealant. (1) iadf 17499.2 185 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 17499.3 185 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* 17499.4 1185 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* FL17'199-_R3 C..CAC-,f1I 4Yinda+y....- A_5 SH;..{Fl-:.nge) ImpIq Quality Assurance Contract Expiration Date 10/17/2018 Installation Instructions F. I7-499_R311 Q$-Q2545B_pdf i Verified By: Luis R-Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports E"t.1.7499 R3 AE...._5 L3321B-3..pdf Created by Independent Third Party: Yes 52x72 Fin/Flange Frame IG/SG Single Hung Laminated Glass Certification Agency Certificate Ft17€99 R3 r.:....CA%ApC{13367,)E1726(31-'I09-47_-Ft4 i}5' SHjFLC_ va ver).pdf FL14993 C CAC MI_IVmdews-;1i35SH_{Fin).] FI 17499 R3 C_CAC Ki WIndow __- 181SH_(Fin) {12),pef i fI17499 RZ C..._CAC PSI Windows_ I CH,(Fla i reI Quality Assurance Contract Expiration Date 10/ 08/2018 Installation Instructions j FL17x}J9__R3 II_Oti.-Lz 1'JB-;pelf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FLI74; 99 R3 _At_ 51 327E-4.p df Created by Independent Third Party: Yes 36x84 Fin/Flange Frame IG/SG Single Hung Laminated Glass Certification Agency Certificate Fl.. 17439 R3, C,_CAC ARC;13363.)E1729.C12_109.47,-ft0-.l?5 FL17499 P3,.,.C__CAC MI,'rfindaitis_- 185 SH {F)n _L1,3l pdf Fi. 174.99 R3C__CAC_P I_tdindlws... 185 SH__(F_n,;,v(14).P_ f f FLi7439._R3_C QA F4.1_Gvinduws._ 18S SN„{Flange). 11i.pdf Quality Assurance Contract Expiration Date 1 10/17/2018 Installation Instructions i" 117499 R3.,. ._[)t rJ<55©B,pdf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports I, 17499 5_ t3.. AE..,.,513328B _5.,,pdg Created by Independent Third Party: Yes 36x71 Fin, Finless, Flange Frame IG Single Hung Certification Agency Certificate i_ 17<}99- P.3 C.._Af=AP.C_MU467.0 1 19, 47- RQ..._1W85 SH 042522) , pdf Quality Assurance Contract Expiration Date 04/ 25/2022 Installation Instructions 2 of 4 4/13/?018, 7:05 AM Florida Building Code Online littp,-,://www,floridabLiilding.org/pr/pr app dtl.aspx?param-wGEVX... 17499.5 185 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact. Resistant: Yes Design Pressure: +55/-55 Other, R-PG55, Missile; Level D, Wind Zone 3. Glass to be bedded inPecora 896 sealant. 17499.6 185 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Na 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* 17499,8 i 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 Verified By: Luis R. Lomas, PE.PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499. R3 NE. 51_408 ,ptif Created by Independent Third Party: Yes 52x72 Fin/Flange Frame IG/SG Impact Single Hung Certification Agency Certificate FL17439 R3_f -_CAC _MI_4ltrdvvs= J85.SH...CF'n impact FL1.749n 33„cAC hI.I.._ ii n;ws._ i85 Si:i._{Ffn3 tpPact 1uc3t FL17499 R3...0 CAC _M1 Windo,.vs_- 18S SH, (F€ange.zact 2), pdf FL17&. 99 ft3 CCAC_M1. Windaws_115.S,H_('-larige)_impact; L51> Fdf Quality Assurance Contract Expiration Date 10/ 10/2018 Installation Instructions rL17499 R;;__II O 02S_4=3a I.pd Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL174_ 119.-R3 hF 53.332OB-I.pcf' Created by Independent Third Party: Yes 52x84 Fin/Flange Frame IG/SG Single Hung Certification Quality Assurance Contract Expiration Date 10/ 09/201B Installation instructions EL17493 R3 I..._08,02,546.8 2,prd[ Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports FI L499 F5 AE_513322t 2,iidt' Created by Independent Third Party: Yes 111x72 Fin Frame IG/SG Single Hung 110x72 Flange Frame IG/ SG Single Hung Certification Agency Certificate FLIJlj`_ t_ R'3_C CAC MI Vhvl ows,: 185 SF.i._Trt€,ig (Fin) pdf I" L77499 _R3 t:.,_CAC NSl,ldtn{aows__1€34 Sli'irirle F,Fin. t4 )- lAdf FL174, 99 R,...G_CAC Mi,._Wini us__._1h7,_`)ItTrirle_( ia1lLe) 3t. pdf F€ 17499 R3__C_CA f1i_lVtndnws.- 1€;!i 4y_ThPlc_(E Ia lgr L4), pdf Quality Assurance Contract Expiration Date 10/ 2012018 Installation Instructions FI171 s9 R3._I.i__08 025 C8i3,pdr Verified By: Luis R Lamas PE 62514 Created by Independent Third Party: Yes Evaluation Reports F-. 11499 R ry[_51332;iB-6.pdF Created by Independent Third Party[ Yes 106x72 Fin Frame IG/SG Single Hung 105x72 Flange Frame IG/ SG Single Hung Certification Agency Certificate FL17499 K3 ("AC_..MI vjIndaw.- 1A5 SH=rwin Ein1 3). Pelf FL17499R3 C.-CAC MI. Window ._1t35 SIi twirl (Firr) 47: pdf FL17499 R3 C CA - Mt„Vdindr yvs„-185 SH,TL,•tn (Fiaiige} 3 of4 4/13/2018, 7:05 AM Florida Building Code Online Mips://www.florida tiilditig.org/pr/pr_app_dtl.aspx?param=tivGEVX... i L.t74 9 R._._ __CfiC_ ivFT4}dincl sus_ 1 i3`>..4N Tvvin (Flai cie). Quality Assurance Contract Expiration Date 10/20/2018 i Installation instructions i FL7 7s q9—R3..II^Ofi, ti 5.e}i6 7,,,pifif Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports T17 art U::_ IE 513323B-Tpdf Created by Independent Third Party: Yes Back: l Neztj ContaSS VS:: 2601_6..iaLStone Road, Tallaltas5 a FL 3 3g9 phone850_4&7-2ii24.. The State of Florida is a AA/EEO em ployec 600vnaht 2007-2013.gate Qf Florda.:: P.rwacv_Stateorent :: NgcesslbiLty^iLatt'em entt :: etund St itR ent- Under Florida law; email addresses are public records. If you do not want your e-maa address released in response to a public -records request., do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455; F.S. must provide the Department with an email addressif they have one. The emails provided may be used for ofnc al communication with the licensee. However emait addresses are pubk record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, r,S., please click here . Product Approval Accepts: r M ® — rP. Cspclit Card Safe 4of4 4/13i201817:05 AM N HE FRODJCT >. 04td HEREIN IS C .SI.{NED AND k,1tiNL+.4C€LIRED J CC?h9'tY WITH rRt_CUI Itr,=NTS OF THE FLORIDA BUILDING CODE. 2. i,VCOD FRAMING, ANE) MASONRY OPENING- ...IV BE DESIGNED AND. AN'CH.ORED To, RANS.-ER .ALL LOADS TO STRUCTURE. FRAIJI!1L AND VASONR".:OPENING IS TH7 IRESRONS:B!LITY OF THE ARCHITECT OR ENGINE__ R 01 RECD; . 3. 1X% BUCK OVER MASOPNRY;/CJINCRETC IS OPT€DNAL_ W11ER i]M OR BUCK THICKNESS IS 1-7-SS THAN 1-1/2" t"INDON' UNIFS MUST BE. ANCHORED T-IROUG'1 TI.:IE FRAME IN ACCORDANCE WITH ANUFFCTUR-ER"S UBL:SHED NSTAL JJION INSTRUCTIONS. ANCHOIRS BSI' LI HE SECURFILY FASTENED- DIRECTLY :INTO MASONRY, CONCRETE :OR OTHER. STRUCTURAL SUBSTRATE MATLRIAL: JHERE WOOD SUCK f.HICKNFSS iE 1 /2"' OR GREATER, °IJCK SHALL BEE SECURELY FASTENED 7D MASONRY, Cv",'CRETE OR O'T:rHLR S}RUC1JRAL SUBS f„t l'JNDOW UNITS MAY BE ANC ,0REU R'.OUGH F4AME 'I0 ...CU FD WOOD 3JCK :N ACCORDANCE '',0 H AN' JFAC-11JRER'S PJR.ISI ED INSTALLATION INv> PJCII ONS. 5. WHFR.E '!X BUCK IS NOT J „-D. DiSSIMIL.AR MfATERA"LS MJST IBE SEPARATED' W11H APPROVED COATING DR W-1,42RAN'E SE.._C-10:N Or COATING OR MEMBRANE: -.S. THE RESP0N41R!JTY -OF THE ARCHITECT OR ENGINR OF :R-CORD. 2UCKS SHALL EXTEND BEYOND 'WIN OW INII P'OR FACE SO H4 .! LJ FRAME SUPPORT 'S' PROVIDED. B. FOR --IN :NSTFiLfJ1Ll(3!V SHill AS. NEEDED. FOR ;FRAME ':INSTALLATION, SHIM AS RE7UI,RED .AT EACH A,XHOR LOCATION W H LO ID BEARING SPiM. SHIM 'WHERE SPACE OF i /lle" OR REATE. R'' OCCURS. MAXiM ft ALL0,*,A9LE SHQ S:ACK 10 BE 1 /F". 9 '!! LA'S SHALL BE LOCATED,. APPLIED AND MADE FROM A. T tALS AND THiCKNLSS CAPABLE OF SUSTAINING APPLICABLE LOADS, 10, NAND LOAD 'C%UR TION FACTOR Cd=1 fr LVAS USED FOR Wv 10D ANCt CIR CAI ULA,1Q.Ns, 11 FRAM- dAlERIAL: EXTRUDED RICID PVC. 7 UNITS MUST :BE GAZED t- F'STV F. <300-0 /09, E 1 E 10 FOR GLASS DETAI> 3 PPPO ED AvIPA 1 PROTECTIVE SYS Id ie.__FEOU:RED FOR THIS PRODUCT IN WIND.EORINE DEBR: S >REGIONS. FOR ANC' 10FRINf TROUGH F! t INTO W'X-0 FRAMI:NC .OR 2X BUCK ':8 WOOD SCREWS W11T Fi SU"F01NT LENGTH T: ACHIEVE 'A 1 '1/4" MINIMUM Et:E*Du_NT JNTO SJBSTRAI+. LOCH? NCrCF:S AS SHOW n .:CEVt iOI:'S AND INSTALLATION DLTAILS. - hf. Vl`aiilN3 .. RE" I t)ES- PPO.'J DATE [ A.PPRJV^J A. ...__,.:....._..._ A PE SED ANCl5f--ACINIC & CHARr f7c s, L R. I VfS C) GAS • ! 10/02i i" L. S. FOR ANCHOP N'rHP( C,H FRAME INTO !1()01) FRAWNIC OR, 2) BUCK USE T}10 1+OCD a_ ,FVv'S WITH H S.,F; CNT LENGTH TO ACHIEVE E .A 11 /4" .MINIMUM E Mt,3F l hA .N? N S.1 BS IRA '+,_ LOCATE ANCHORS AS SHOWN IN FLEVATIONS..AND FJSTAJ..I.ATI I\ `/FTAILS`. 16. FOR ANCHORING THROLCH FRA-VE IhITO MASONRY/CO dCRETE USE 3/'10•• "APCONS 1'il'H SUFFICIENT LENNSfH, 10 ACHIEVE'._A 1 /q IA,NiMUM E-IMBEDMIENT iNIO SUBSTRATE \N7,1 2. 2" MINIMUM EDGE U STANCE. LOCATE ANCHORS 75; SHOWN. IN ELEVFiTi0N5 AND NSTALiATION DETNLS, 17, FOR ANCHORING THiROUGH FRAME INTO NASAL STRUCTURE USE #10 SMS OR SELF GR E ING S._R-WS 'WWI H SL)I R ,IENT LENCi.H rO ACHIEVE 3 THREADS 1 NI)J:LM BEYOND' S1RUCOARL INHERIOR WA- L. LOCATE ANCHORS AS SHOWN ;N E_EVATIONS AND NSTA;-LAfIQiv L EIA!LS. Ira..,. ALL FASTENERS TO BE CORRC"SION RESISTANT. 19, INSTAr.I. ATION, ANCHORS SHALL B_ INSTALLED IN ACCORDANCE WITH ANCHOR NUr;cU,uP, ER`S INSTALLATION INSTRUC IONS AN'.) :ANCHORS SHALL. NO.BE USED IN SU'35..RA" EO Ft111H STRENCTHS _ESS THAI, THE MIN'MUM, S*IRE'NGTH 'SPECbFIED SELOVi:. p. WOOD: 1, NIi4JIV S'LCI'rIC GRAV'`Y OF G=0,42 B. CONCRETE: DdItiIMJM- 004>7FRF S;VE STRENGTH. OF 2,C•00 t•C. MASONRY: -IC`LLD4v/ FILLED BOCK PER ASTMi' C90 'VOTH Fr.!-2.000PSi MINIMUM,.,D ME [A'. 5 UC1UME STEEL 8 A ' U4B) FY--.33{Cl/FEU=?2KSI OR T.It 1PJ111A 6063-15 FU=.30KS. :048 .HICK 'MI(ti1MLM ABLE OF CONTENTS HNC.. CES RI.' iIC:N 10 T FS 2 ;3. EI- FVATiOI,.S 4 - 11 INS ALL HON DEIA 'S 11 OF'+FCNE" 5' SIGNED, 12/14; 2017 N) DOOR S LLrlLfO f,J/i 6§i G 5s MARKEAND STRT GRATZ. PA 1.7030- 0370 tis v •NGENS 5 AoSERIES 185 ALUMINUM SINGLEHUNGWINDOW52" X 72" NON -- IMPACT c NOTES;` TATE OF :ir` ORvol4'. 1"s1QNAL4 s.. a OB 02549BN\`~ F Luigi R. Lomas . E. is as NTS aasr12/29,/ ih OF 11 L. ROBERTOLOAASPE 1432 WOODFORD RD LEWISVILLE,- NG:27923 434-686-0609 rl; amas[a7lriamasps.cam 11<tiX 51 MAX F At E WIDTH E- 16' PSAX C.0 I 52" MAX rA?1E YYIDI1I —..—.- MAX 2""dAX — .a UAX D.C. i 2 MAX I r tr7 a 1 f. f MAX I •./ MAX y` i I, h% f FEVi510N:a OE CR.P. 5- ON I DALE E PPPP01.,D I_... ARE'.J I1Mrat CHOR FhCNG C:-r.RT_ 071/1E RF_. REVISES GLASC lUr 02, 17- j P L. cHAP7 1 Number of anchor locations required Frame Frame Width (in) Height. 18. 00 24.00 30.00 1 36.00 42.00 48.00 52.00 in) Head Jamb Head Jamb Head Jamb Head Jamb Head' Jamb Head Jamb Head I Jamb 24.00' 2s 3 3 3 3: 3 3 3 4 3 4 3 4 1 3 30.00 2 3 3 3 3 3 3 3 4 3 4 3 4- 3 38.00 2 3 3 3 3 3 3 3 4 3 4 3 4. 3 42.00 2 4 3 4 3 4- 3 4 4 4 4 4 48.00 2 4 3. 4 3. 4 3 4 4 4 4 4 54.00 2 5 3 5 3 5 3 5 4 5 4 5 flaw 2 5 3 5 3 5 3 5 4 5 4 5 M46 68..00253S3535454572.00 2 5 3 6 3 6 3 6 A 6, 4 6 to I t"[L/li V14Z n UL5:UUNLH LX I LHIUH VIEW FLANGE& FINLESS INSTALLATION FLANGE & FINLESS INSTALLATION SEE CHART # 1- FOR.. SMALLER. UNITS REQUIRED ANCHORS SEE CHART #I FOR SMALLER: UNITS REQUIRED ANCHORS DESJGNPRESSURERATING IMPACTRATING 60.0PSF NONE NOTFS 1. MAXIMUM SASH SZE 1 24 MAXIMUM SASH J _.V. 47 -5J8X 32 ; 2 MXIMLIM FIXED D,L, O.. 49 3/6X 32 1/2'' METAL SWEEP LOCK ,AT $" FROM EACH BLOCK AND TACKLE BALANCE AT JAMB 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 ra. orc 08-02549 B NTS ) 2/ 2.9/14 1 sHEe:r 2 OF 11 L..ROBERrO tUMS P.E. 7432 WOODFORD-RD LEWISVILLE, NC 27023 434-W6-0609 rllomasgg)lrlomnspari SIGNED: 1211412017 PATE OOF icy O'er ffff SJlVAL.I Luis R. Lomas P.E. FL Na.: 62514 52" MIAX 2' MAX 1b" MAX 0.0,. _ 2" MAX 2" MAX t d 2 VAX tanx i . C, ri 1 I 3 72" r 72" p4AX E MAX ...__..._ FRAME (n -- .._.. - -- r f-PAVE -- HEIGHT iE3 li H_IGH1 52" MAX. '.RAME WIDTH l-- 0" MAX O.C. A 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW .,... EXTERIOR -VIEW FIN INSTALLATION FIN INSTALLATION SEE CHART-u2 FOR SMALLER UNITS REQUIRED ANCHORS SEE CHART gP FOR SMALLER UNITS REQUIRED. ANCHORS' DESIGN PRESSURE RATING IMPACT- RATING 60.OPSF NONE e r RC''J i D(SC'APION DATE APPRC:VEC 2" MAX . A REOSEE.ANCHOR 5PACING ;v RTS 07r11/15 P.L B RSOSI ,. -,LASS 110/02/17 R'L. CHART#2 Number of -anchor locations required - Frame frame Width. (in) Height 18.00 24.00 30.00 36.00 42.00 1 48.00 52.00 m) H & S' Jamb H & S Jamb H & S Jamb H &S Jamb H & S Jamb H & S Jamb H & S Jamb 24.00 3 1 3 3 3 4 3 5 3 5 3 6 3 6 3 30.00 3 4 3 4 4 4 5 4 5 4. 6 4- 6 4' 36.00 3 5 3 5 4 5 5 5, 5. 5 6 5 6 5. 42,00 3 5 3 5 4 5 5 5 5 5 6 5 6 5 48.00 - 3 5 3 6 4 6 5 6- 5 6- 6_ 6 6 6 54,00 3 6 3 6: 4 6 5 6 5 6 6 6. 6 6 60.00 3 7 3 r 4 T 5 T 5 7 6. 7 6 7 66.00 3 8 3 8_ 4 a 5 8 5 8 6- 8 6 8 72.00 3 8 3 8 4 8 1 5 1 8 5 8 6. 8 6 8. SIGNED: 1211412017 NO iES: MAX Ml SASH 'ZL X 5 : C:. L 49 3 a X 32 i/>", 2. MAXI IJM FIXED 3, tv,..XLv.JIf, IXC. P.LG.. 8 X 32 iJ2". MI WINDOWS AND DOORS, ,LLO 650 WEST MARKET STREET GRATZ, PA 17030 0370 tintllrJrl/ 4f/ i 7k• p['51 •k'= SERIES185ALUMINUMSINGLE (-IUNG WINDOW 52" X 72" NON —IMPACT it HARDWARESCHEDULEFIN ELEVATIONS STATE` Jl ` FC.PRiD?• \`\ 111ALI\ t` DR' I' : N} G D: Y- !:Q. 08 REY B 502539OFi1NTSrc-E 12/25/14 LROBERTO LOMAS P.E - Y432WOODFpRO:flO LEW15V(LLFpNG.27023 2)- METAL -S4NEEP' LOCK AF6"FROM EACH END INTERIOR 'MEEW MEETING 2)'BLOCKAND TACKLE BALANCE ATJAM BS Luis R. .Lomas- P. E. FL 462514 1 /2 M I NJ 7E EDGEDISANCREVISE.-, ANCHOR SPACN(, CIIAR15 3/P-'/IF R';_ WOOD FRAMI OR 2X Su,,K G RELVISED GLASS i0,,`,)2,' 17 RJ BY O- INCRS 1 1/4- MINI BACM7k ROD. MAX l AP ROVEID S At,, NT 4 E FACE 1 /A" j ' AX 10 WOOD SCRE"N SPA-F INTERIOR 2" WN EDGE INTERIOR T 410 WOOD S c 3-- 'S NOOD FPAVINU cif j CI R 2XBUCK ROD EXTERIOR BACKER B,' OHE7?S Ae 'PR-- VEC EXTERIOR JAMB INSTALLATION DETAIL, WOOD FRAMING OR2XBUCK INSTALLATION BA,'KER ROD, APPRO v-'D S',.'.ALAAl- IAOCD FRAMING OR 2X e i CK BY OTHERS VERTICAL CROSS SECTION SiL- TO CC SET IN A 320 Or APPROVED STRUCTURAL ISEA ANT zC MAX SHO/ SPACE WOOD FRAMING OR 2X SUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS, NOT SHOWN FOR CLARITY. 2, PERIMETER AND JOINT SEALANT SY OTHERS TO BE DESIGNED IN ACCORDANCE W17 H AS rM E2112 SIGNED: 1211412017 Ml WINDOWS AND DOORS, LLC owi I 'it//// 650 WEST MARKET STREET GRAT7, PA 17030- 0370 f 0 51 SERIES 185 ALUMINUMSINGLEHUNGWINDOW52" X. 72" NON -IMPACT FLANGE INSTALLATION DETAILS TAT F N c 08 - 0 2549 A 1111100 Luis R. Lomas P.E. CAL7 NTS JIAI 12/?9/14 1 4 L, a408iPTO LOWS P.E. 1432 "Vo I ODFORDROLEWISVtLLE.NC27023FL No.: 62514 434-638-0609 1 G I•.tIN Cii, c LiS TAUCL t1rTFL —. S3 OCTURE BY U(NER.S' ti 1i4 MAX. SHI. SPAC- APP>RC EALAN7. I10 SN6 OR SF.i E DRILUNG- SCREW INTERIOR SELF ML IN,' SCREWS DGE I ANracEI E - EXTERIOR :, R , URF JBy Oi EFTS SACKER ROD APPRO' V;' D SEALSN' t,> lF-l: S- RUCT'JR BY c;-HER ILL TO BE kPPROVED E-- R3UC:T.UR,ALaLAt ANT 1 '. 4." ?;:AX. Sr 1M SPACE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: I., INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY 2. PERIMETER AND JOINT SEALANT BYOTHERS TO BE DESIGNED. IN ACCORDANCE WITH ASTM E2112 ii 1 MAX SHIM, ACE RCJ: S; OcS RI.T DATCn"+RDYE-D R YSE' O ANCHOR S.PA iNG el CHARTS 07 /is K.- FEr#SGD GLASS G/C2/'17 ' Rl.: INTERIOR EXTERIOR 1..- BA KER ROD A. APPROVED SEALAN' JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED:' 1211412017 MI 16{ N DWuVS DOORS, LLC I,0 EST AQEDDOR St GRATZ PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON —IMPACT FLANGE INSTALLATION DETAILS 4TATE O we DR%.e+ n: o a ern. N.G.`- 08 02549 B ifIONALIEX. Luis R. Lomas P.E. FL No.:- 6.2514 r Tc c"..NTS12/' 9/14 `- 5 OF 11 LROSERroL"SP. E 1032 W00DF0RD. RD LFK7SV1LLF- NO 27023 4.34- 688+0609 rllonrasgldomaspsmm e,- UNS'T,viJCE 2 1/2" VX CONCfRETE/MAS0NRY RSBYOTHERS n 1'NTP'i N .L X RUCK - c CM6 DE, S_L NOT 7EET .. y 1 1" MAX, 3A'Kh4 ROD rf,M SPACE S FALl*iI 1/ ' 6" TAPCON INTERIOR EXTERIOR' 1&LL TO BE SET r N A BED OF BACKER ROD APPROVED AlijI RJvE , A'AMT I' S 2..0l R Avl SL 4LANI OPTIONAL 1X B 1"K SEE 7 1 MAX_ NOTTE- Sti C0NCR ETE/ M A 5CNRY n By O HERS VERTICAL CROSS SECTION CONCPETE141ASONRY INSTALLATION I, R_ I 9. ENI t COt1CRE7E JA ONRY BY -ETHERS - i PCON I jv a I, 2 1/ 2" nc I DESCRIP, lim DnTE APPROVED REW ED ANC <R SPACII.G & CHA rS 11. 15 VISED GLAFS .. 1 Dr 02,"17 R L. 1 / ` VAX, SKIM SPACF, INTERIOR EXTERIOR I EACKER ROD 1 & APPROVED CP.JN '- 1X. BUCK —1 1LAINT v_E iv 'TES 3 — 7 SHEET I JAMS INSTALLATION DETAIL COAICRETE MASONRY tNSTALGA 770N NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR. CLARITY P. PERIMETER AND JOINT SEALANTBY OTHERS. TO BE DESIGNED IN ACCORDANCE WITHASTM E2112 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 INSTALLA'iON DETAILS DRAWN: w+a , o IN.0. 0802549 NTS ch " 12/29; 1 4 s""' 6 OF 11 L, ROSERFO LOWS PE. 1432 WOODFORD RD LEWISVILLE, AC 27023 434-688-0609 dfomaS@lflolP9A0e. c= SIGNED: 1211412017 Lp o STATE OF x p es Xl ORii% p\ Luis R. Lomas P. E. FL NO:: 62514 1./2" MIN EDCF DST;NCE WOOD HiAMING OR 2X BUCK BY OTHERS BACKER ROD ct APPROVED ',14 MAX. ALANT c SHIM SPACE BACKER ROD APPROVED SEAi_,A\T V41002 .FRAMING ON 2? BUCK BY OTHERS i1n m'01^11) scRFw SILL TO BIS SET IN A -aED OF APPROVED TRUC TI;RAL SEALANT 1/4" MAX. j SHIM SPACE I VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER .AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 1 /4" NIIN EMS EDko4EVT a 1/2" MIN EDGE STANCE j WOOD SCREW / aeelsmns R'eS?IPT1 'li 1- a,T[ ! G?PRJYER Ptvt tD ANCHOR SPAS.-N ' CHART, I 7/i 1/16 R1.._ RIOSED CJSS '10!02j 17 P, L. i/4" MAX. SHIM SPACE INTERIOR WOOD =NFRAMG —' EXTERIOR By BACKER ROD APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 1211412017 MI WINDOWS AND DOORS, LLC 650 `NEST MARKET STREET t 5 R. L. 4f GRATZ, PA 1 7030-0370 LNG ENS%-1 051 SERIES185ALUMINUMSINGLEHUNGWINDOWX NON —IMPACT FINLESS FINLESSINSTALLATION DETAILS TAT OF i 0Mt' 1. J/ pIONA;I a\\ Luis R. Lomas P.E. L No.: Lomas RfinWN: ev:c NO.0R 08 6 sa NTS RAre 12f29/14 s0c549 OF t t L. ROBERTO LO,MAS. P.E. 1_ v WOODFORD RDLEWL. /SV1LNC 27023434-668-0609 r8omss@lrlcmaWe. HELAL STRL!C s URF AP IROVE[7 SEALANT MIN i EDGc DISTANCE I 1/'4" MAX. SHIM SPACE P. E1951Cu5 Cc CRIPPO", C LYj PPROVFO P,EVl5FD .AN "OR SPACING 2t CHARTS U7 15 PF/I ..D CL.L,S 02, 17 R.L. 1/4" MAX.. SHIM SPACE SELF DPIL ING # 10 SMS OR SCRE't. SE' g. DRIL 1NIG -` OINTER! R INTERIOR rW I v ! i_. ........................ MIN. GE Z DISTANCE C __.._.... EXTERIOR METAL -BACKER RCO STRUCTURE &APPROVED EXTERIOR / I BY OTHERS SEA -ANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SACKER ROC APPRCV'[ SEAIRNI M ET. STRUCTURE Sy DiFiERS VERTICAL CROSS SECTION_ METAL STRUCTURE INSTALLATION NOTES: I. INTERIOR. AND EXTERIOR FINISHES, BYOTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND 'JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E21 12 SILL TO BE SET IN A. QED OF APPROVED S-,RUC'7URAI.. SEALANT 1 f4 MAX. SNIF1 SPACE. SIGNED: 1211412017 MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET s R. Lp y GRATZ. PA 17030-0370 1ti •UGENS 90% AT SERIES 185 ALUMINUM SINGLE HUNG WINDOW 5X 72' NON -IMPACT 40F FINLESSINSTALLATIONDETAILSy0it' s• 'mil Q$IOQ; • ti' CCVORI;. cwc; No, Pei N. G. 08-02549 B s ONAL 1111111 A LUIS R. Lomas P.E. FL No.: 62514 r =' NTS 5 `t 12/29/1 4 SHEET 8 OF 11 L ROBERTO LOMAS P.E. 1- 32 VJCODFORD RD U..gWSOLLE, NC 27023 4- U-688-0509 rlbr ;plrJonwpe.mi MIIN. rrc <is aN.E CONCRETE t SStONI? - t- E O-FHER5 = L d 1 1,A4 rif :. Uf iJ'::1t iX BUCK —•.` ` f 1 (}rA.Ri' SEE NOTES 3 — 7 S !Ec.T 4" MAX, . 1 i._ baCK R RC (.. SHI,4 SPACE k 'PROV_il k I SEALANT 1; I f INTERIOR r'i 7,g rl I r EXTERIOR 1' 1(V" 'k,[N. R.3EDMENT . CONCRE"E/ 5IASONR Y BY OTHERS 3/16 -APC:JN P,E'v15x_:n5 REV D SC,F-lOn A R_51SED ANCHOR SP.A,I G & 'CHART 8 DEVISED GL2SS` J.PTiONAL 1X r3'JCK, SEE NOTE-- 41,r.FT 1 /4" MAX. Stllu_ SPACE INTERIOR. EXTERIOR BACKER ROD c• APPRCVF.O SEA: -ANT JAMB_ INSTALLATION DETAIL 66N6RETE%n1ASONRY iNST "ALLATiON D'j, P 1P RUJFD 1 .1b 1 .L 02/17• G R_L. BACKER OD — j APPROVED r xoT s APPROVE!-) f.tNTER10RANDEX7ER/ORF(NtSHES,BYOTHEAS, R1C UR„L NOT SHOWN`` FOR CLARITY, SEALANT L.zEA APT 2. PERIMETER AND JOINT SEALANT &YOTHERS 70 BE DESIGNED IN ACCORDANCE WITH ASTM.E2112 U , NOIXB C7 ` MAX, Sr F ror 7 1 aM P 1cE SIGNED: 1211412017 M1 WINDOWS AND DOORS; LLG \1 uIllrlitpr b50 WEST MARKET STREET \\ \S R L 021X r ON, RETE/ 3AS ..aY GRATZ PA 7030- 370 N 3v CT iER4 d n ° l 0 1 •\GE , : f 4 a _ SERIES 'BS ALUMINUM SINGLE HUNG WINDOW *0 6251 A 52" X 72" NON -IMPACT p/(,,,,(lrt FINLESS .INSTALLATION DETAILS STATE OF"r CiNG..NO. R?Y `, . VERTICAL CROSS SECTION ^.<G. nr 08 yD2549 8 . J iis61OW- S NTS 1'.2/29/''1 4 ,9 OF 1 t 11, CONCRETEArtfASONRY 1NSTALLA, TION t. R06ERTO LOMAS P.E. '.Luis R. Lomas `P.E. 1032 WOODFORDRDLEWISNLLE; W, 27023 -FL ND.: B2'S-1 4 434-688-0609 rtlaroas@i lcmasoe.corl APPROVED S AEANT 3E 'ND FIN f 71,6" tJjN EDOE DdSTAN E 8 ?lv-OD SCREW PWOOD ParJ9 ,N(`s 8. C-H=Pc 1/4 MA:K. S'Irly SPACE iEVOGNS UESL?3 PTiLN. LATE - APPR - D RFVIS 0 ANCHOR R `;PAC. N,- z CHARTS 0 /7 3i116 R.L. REV6Epi3/02; Vf'00 BRA. . a M.4X i 6Y a0 ,EPS PM SPACE I ; INTERIOR1 ,` , 2 WOOD SCREWi 3/ 1I INTERIOR ti c' Is 3 N ,1,a JI_U APPROVED EXTERIOR f T If g.'rCt I:!N r EXTERIOR BI' D DISTANCE 7f16" MIN EDGE DISTANCE PROVED S EA.I.AN 3EHfND FIN VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK.INSTA.LLA VON JAMBINSTALLATION DETAIL WCOO FRAMING >ORV BUCK INSTALLATION NOTES., iJ 4'' VAX 1, INTERIOR AND EXTERIOR FINISHES, BY OTHERS, SHIM SPACE NOT SHOWN FOR CLARITY. 2PERIMETER - AND JOINT SEALANT BY OTHERS TO BE DESIGNED JN ACCORDANCE WITH ASTM E21,12 SIGNED; 1211412017 MI WINDOWS AND DOORS, LLC 11u11IIII, j// tOOD" 650 WEST MARKET STREET GRATZ, PA 17030-0370 R-.4fI- ice A'N '^,.. d " oNGENS'. l D, CRIERS SERIES 185 ALUMINUM SINGLE HUNG WINDOW o 5 51 52" Xr 72" NON—IMPACT fRATir FIN INSTALLATION DETAILS E OF+. y Dr.A:MN: ows NO. N. 0 080549 NTS Da;E 12/29/14 10 OF '11 I L. ROBERTO'LOMAS P. E. Luis R. Lomas P.E. 1432 WOODFORD RD-LEMSWLL c NO 27023 FL No.: 62514 434-688-0609 dlamaS@Irl0R pa Colo 2 3/16" 1 7 8" RE DESCIRPTION -TE i "p Rf,)VED 2 3/115 1 I - RFV6E[) ANCH0R SPACING & C."ARTS G?/I 1/',6 R. L. i --- R"'.4SED ASS L 3, '67' 2 2 3/16" FLANGE FRAME HEAD FLANGE FRAME - 18503 JAMB FINLESS FRAME HEAD FINLESS FRAME JAMB CM.18553 cm- 18513 1/8" ANN. 1/8" ANN. ALUMINUM 6063-T5,050'.T"HICK ALUMINUM 6063-T5;050" TMCK ALUMINUM 45063-T5.050' THICK ALUMINUM 6063- T5.050" THICK 8" ANN. 2 5/;6" 2 5/16" 2 5/1, 6" 090 PVB BY KURARAY METAL REINFORCED BUTYL SPACER EXTERIOR I III INTERIOR 3 31/8" 2 131/1 3 3/ii/2" BIT- P-,-- SILICONE SEALANT 2 5/16" Tr-, SETTMG BLOCK tLiFLANGE FRAME SILL FINLESS FRAME SILL GLAZING. DETAIL CM- 18502 CM-78554 FIN FRAME HEAD ALUMINUM 6063-T5.0,55"THICK ALUMINUM 6063-T5 X55'THICK F.I.N.E.R.AMESILL CM- 16509 CA.4-18508 ALUMINUM 606,1-T5.055" THICK ALUMINUM 6063-T5,050'THICK 2 318" 5/ 8" ...... . .. .... I I/B T— F 2 3/16" 2" iIF9 2 5/' 16 LOCK RAILISTILE SASH BOTTOM RAIL MEETING RAIL FIN FRAME JAMB CM- 18505 CM- 1`8504 CM- 78510 CIO- 18555 ALUMINUM 6063-T5 .062* THICK ALUMINUM 6063-T5.050"THICK ALUMINUM 6063-T5.055"THICK ALUMINUM 6053-75.050'THICK SIGNED: 721141201.7 MI WINDOWS AND DOORS, LLC \111101111 lk.. L 650 WEST MARKET STREET E GRATZ, PA 17030- 0370c' S'!'p LLC "\V 15/ 1 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON - IMPACT COMPONENTS GLAZING BEAD SASH STILE CM-18535 CM-18507 MAW: 4 I G &.. RIGID PVC. 050* THICKALUMINUM6063-T5.050"THICK N,• 17 08-02549 OF 11 &/C)NAI SCA E NTS 12/29/14 OF 11 L. ROBERTO LOMAS P. E. 7432 WOODFORD RD LEWSVILL$ NC 27023 Luis R. Lomas P. E. 434-868-0609 d1oniaspNomaspe. wm FL No.: 62514 Florida Building Code Online https://www.floridabuilding.org/pr/pr app_dd.aspx?param=wGEVX.- x BCIS Home ! LogIn User Registration HotTopics hi. Submit Surcharge Stats & Facts Publications i. FBC Staff ^, BCIS Site Map ! Links Search Product Approval 2 USER: Public User r• Pr Juc 4RR Y8l ler.:1 l.',C4 .5' Alit}hc fini S ai ' > PpaicaUln_Lst > Application Decal 10 .2)., 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) 365- 3300 Ext2560 bsitlinger@miwd.com Brent Siilinger 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 200E 1 of 3 4/13/2013, 7:21 AM Florida Building Code Online https//www:#loi-idabuilding.org/pr/pr_app_dtl,aspx?param=wOEVX, Date Submitted 03/26/2018 Date Validated 03/26/2018 Date Pending FBC Approval Date Approved 03/27/2018 Summary of products FL # I Model, Number or Name 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 Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure:+55/-55 Other: R-PG55 185 PW Impact Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55/-55 Other: FW-LC55, Missile Level D, Wind Zone 3. Glass consisted of 5/32" tempered exterior - spacer - 5/32" annealed / 0.100 Solutia Saflex HP / 5/32" annealed. Glass was bedded in Pecora 896 silicone with 5/8" glass bite. 15349:4 185 PW Impact Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55/-55 Other: FW-R55, Missile Level D, Wind Zone 3. Glass consisted of 1/8" annealed exterior spacer - 3/32" annealed 0.090 Solutia PVB / 3/32" annealed. Glass was bedded in Pecora 896 silicone with 5/8" glass bite. 15349.5185 PW Impact Limits of Use Approved for use in HVHZ: No Approved for use 'outside HVHZ: Yes Impact Resistant: Yes Design Pressure. +55/-55 Other: FW-LC55, Missile Level D, Wind Zone 3. Glass consisted of 5/32" annealed exterior - spacer - 5/32" annealed / 0.100 Solutia Saflex HP / 5/32" annealed. Glass was bedded in Pecora 896 silicone with 5/8" glass bite. Description 73 x 72 Insulated Glass Certification Agency Certificate FL15= 349 R10 C.` CAC_A 12786,,12787.pdf Quality Assurance Contract Expiration Date 04/ 03/2023 Installation Instructions FL1. 5349 R10_11 08 G2.357B.?adf Verified By: Luis R. Lomas, PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL15 49 R90 r1E a1312_ i of Created by Independent Third Party: Yes 159 x 54 Triple CHS Insulated Glass Certification Agency Certificate FL15349_ R1Q C_CAiFPC 15350,. df Quality Assurance Contract Expiration Date 01/ 24/2021 Installation Instructions FL1534_ R1C1_1I Oa 02944_r(` Verified By: Luis R. Lomas, PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL1. 5.349_RIO AE 513783, f Created by Independent Third. Party: Yes 72 x 72 Insulated Laminated Glass Certification Agency Certificate FL15349. Rib ....C...CAC APC15454,,[Idf Quality Assurance Contract Expiration Date 06/25/ 2021 Installation Instructions FL15349 _ R; 10 11 O8-0294& pdf Verified By: Luis R. Lomas; PE 62514 Created by Independent Third Party: Yes Evaluation Reports FLI534`3_ R14_AF 5]37F.3.2I3if Created by Independent Third Party: Yes 159 x 54 Triple CHS Insulated Laminated Glass Certification Agency Certificate. F. LIS) 349 R-1,0 C_CAC _AP 8272. pdr. FLI5349 Ri0_C.tAC APC 8273.pdf Quality Assurance Contract Expiration Date 01/24/2021 Installation Instructions FLIS;343 _ R10_II 08-01614B.njt Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL153.49 R10'_Ar 512278J3.pcf Created by Independent Third Party: Yes 96 x 60 Insulated Laminated Glass Certification Agency Certificate FLI5349 RIO C CAC _ APC 7962.pdf Quality Assurance Contract Expiration Date 12/05/2020 Installation Instructions FL15349,.R10.., I11 08101613B, pu+f 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.floridabuilding.org/pr/pi appjtl.aspx?param=NvCEVX... FLt 334p RICi AFr712277B.pdf Created by Independent Third Party: Yes i, Back{ 3Mexti Contact Us „Qg1.Blair_Stone. Road, Ta tlahassee FL339oea50497.18242_ The -. State or Florida San AA/EEO empbyer. COUVfight 2007, 2013 State of Fbr)da., :: Privacy Sta[em Qnt ¢gssliTity Statement :i Refund Statement Under Florda law, email addresses are public records. if you do not want. your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead; contact the office by phone or by traditional mail.. If you have any questions, please contact 850,487.1395. *Pursuant to Section 455.275(i), Florida Statutes, effective October 1, 2012„ licensees licensed under Chapter 455, F.S. must provide the Department with an emai address eW they have one- The en iK provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine. if you are a licensee under Chapter 455, F.S., please clickh2rp, Product Approval Accepts: Credit Ca4rd Safe 3 of 3 4113r2018, 7:21 AM NOTES: 1. THE. PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S .PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY BE ANCHORED. THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 8. FOR FIN INSTALLATION SHIM .AS NEEDED. ;FOR FRAME INSTALLATION SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM 'WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. SHIMS .SHALL BE LOCATED, APPLIED. AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11, FRAME MATERIAL: EXTRUDED ALUMINUM 5063—T5. 12, UNITS MUST BE GLAZED PER ASTM E1300-04/09. 13. APPROVED IMPACT PROTECTIVE SYSTEM JS 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. REIISIONS DESCRIPTION DATE MPROVED REVISED INSTALLATION DETAI;S. 06/01/15 R.L REVISED NAME AND ADDRESS 10/27/16 R.L. 15, FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LE14GTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE, LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 15. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16° TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS- AS SHOWN IN ELEVATIONS AND. INSTALLATION DETAILS. 17. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFRCIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 18. ALL FASTENERS TO BE CORROSION RESISTANT. 19, INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm--2,000PSI MINIMUM. D. METAL STRUCTURE: STEEL ISGA (.048") 'FY=33KSI/FU=52KSI OR ALUMINUM 6063—T5 FU=30KSI .048" THICK MINIMUM 2D. 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 ELT 'N0. DESCRIPTION 1 NOTES 2 — 3 j ELEVATIONS, CHARTS AND GLAZING DETAILS 4 — 12 (INSTALLATION DETAILS SIGNED: 1111512016 MI WINDOWS AND DOORS, LLC s iR Ilfo'%; 650 W. MARKET ST. GRATZ, PA 17030 01 . • 41 y GENg.9 051 *= SERIES 185 ALUMINUM FIXED WINDOW*• 73" X 72" NON —IMPACT NOTES ST _ OF , a'. ; cC OR1QP. DRAWN:. DWG ND, REV 08 57 B 9/0NAL1E G\ Luis R. Lomas P.E. FL No.: 625t4 stoic M E s02NTS09/03/14 1 OF 12 L. ROBER70 LOMAS P:E:. 14s'2 WOODFORD RD LEWISVILLE. NGe'7023 434-M-0609 rl.amas l+'bmaspe.cwn REVISIONS 72 1/2" MAX FRAME WIDTH REV DESCRIPTION DATE APPROVED 6" MAX-i---I- 18" MAX O.C. I 6" MAX A REVISED INSTALlAT10N. DETAILS 06/01/15 R.L. I NOTES: 6" MAX I. MAXIMUM D.L.O.: 693141X 683/4" 6 REVISED NAME. AND ADDRESS 10/27/16 R:L. If t CHART #1 t 8" Number of anchors required (withoutrigid fillers) MAX O.C. Frame Frame width (in) Height 24.00 70.00 35.00 1 42.00 49.00'. 4.00 60.00 1 68.00 7250 i Im) HAS amb HdS arnb HAS Jambi H&S Jamb HAS Jamb HAS Jamb HAS Pambl HAS amb H85 Jamb 24. 00- 2 2 2 2 3 2 3 2 3. 2 4 2 4 2 4 2 5 2 30. 00 2 2 2 2 3 2 3 2 3 2 4 2 4 2 4' 2 5 2 71 1/2' 30.00 2 3 2 3 3 3 3 3. 3 4 3 4 3 5 3 5 3 MAX 42.00 2 3 2 3 3 3 3 3 3 3 4 3 S 3 5 3 6 3 ME 48.00 2 3 2 3 3 3 3' 3 3 3 4 3 5 3E64 6 3 HEIGHT 54. 00 2 4 2 4 3 4 3. 4 3 4 4 4 5 d 7 4 80. 00'. 2 4 2 4 3 4 3 5 3 5 4 5 5 5 7 5 86. 00 2 4 2 4 3 5 3 5 3 8 4 6 5 671. 5025535363847777REFER TO CHARTS SERIES 185 ALUMINUM FIXED WINDOW 1 &. # 2 EXTERIOR VIEW CHART #2 FOR NUMBER OF ANCHORS REQUIRED Number of anchors required (with rigid fillers) 72 1/2" MAX FRAME WIDTH prams Frame width (in) 6" MAX 18" MAX O.C. Height 24.00 30.00 I 3Aa0 4200. 48.00 1 54.00 Mail 68.00 72.50 i 6" MAX in) HAS 7mb HAS Jamb HAS Jamb Hd5 Jamb HAS Jambi HAS Pambi HAS Jambi HAS amb HAS Jamb 00 2 2 2 2 3 2 3 2 1 2 4 1 2 4 2 4 2 1 2 III30.00 2 2 2 2 3 2 3 2 3 2 4 2 4 2 4 2 5 2 38, 00 2 3 2. 3 3 3 3 3 3 3. 4 3 4 3 4 3 5 3 600 42.00 2 3 2 3 3 3 3 3 3 3 4 3 4 3 4 3 5 3 48. 00 2 3 2 3 3 3 3 3 1 3 4 3 4 3 4 3 5 3 54. 00 2 4 2 4 3 4. 3 4 3 4 4 4 4 4 4 4 5 4 0. 00 1 2 4 2 4 3 4 3 4 3 4 4 4 4 4 4 4 5 4 71 1/2" 68, aO 2 4 2 4 3 4 3 4 3 4 4. 4 4 4 4 4 5 4 18 71,50 2 5 2: 5 3 5 3 5 3 S 4 5. 4 5 4 5 5 5 MAX MAX D.C. FRAME I SEE SHEETS 4-7 FOR INSTALLATION DETAILS HEIGHT REFER TO CHARTS SERIES 185 ALUMINUM FIXED DESIGNER WINDOW 1. & # 2 EXTERIOR VIEW FOR NUMBER OF ANCHORS REQUIRED DESIGN PRESSURE RATING IMPACT RATING t60. OPSF NONE 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 DWG NO, 08- 02357 NTS pf1E 09/03/14 1 sH-2 OF 12 L. ROBERTO COMAS F.E. 143P WOODFORD RD LEWISVILLE, NG 270?3. 434- 688-0609 d0mas(ramaspe.c0m SIGNED: 1111512016 J 4/ yt 0 3! l, TAT rE OF Luis R. Lomas P.E. FL No.: 62514 71 I FI HI 6• MAX — L 1/2" MAX FRAME WIDTH 18" MAX O.C. 6" MAX I 0; MAX O.C: 1/2" AX AGE IGHT j 6 MAX REFER TO CHART SERIES 185ALUMINUMFIXED ;WINDOW FOR NUMBER OF EXTERIOR-V)EW ANCHORS REQUIRED 72 1/2" MAX: FRAME WID1H'--- 6" MAX 18" MAX 0.0, —{ 6" MAX 0. MAX O.C. f 71 1/2" MAX FRAME 00 HEIGHT j IREFER TO CHART '#3 FOR NUMBER OF SERIES 185ALUMINUM FIXED DESIGNER WINDOW ANCHORS ` REQUIRED EXTERIOR:VIEW DESIGN PRESSURE: RATING MMPACT.RATING 60, OPSF NONE NOTES: 1. MAXIMUMD.L:O.:. 69314"X:583,4" REVISIONS REY DESCR{nON DATE A R_ A. REVISED IN5TALLATION DETAILS - 06/01/115 R.L S REVISED NAME. AND ADDRESS 10/27/1'E R.L. CHART # 3 Number of anchors required {f}ninstallation) " Frame Frame width(in) Haight 24700 - 3000 36.00 42.00 48.00 54.00 00.00 MOO 7Z50 liar HAS'Piinibl HAS P..b HAS PaMb HAS Jda7l HAS jamb HAS parnb HAS Jamb HAS P.mb HAS Jamb 24. 00 30. 00 3 1 3 1 3 3 3 3- 4 3 4 3. 4 3 5 3- 5 3 5 3 3 3 3 3 3" 3 4. 3 4 3 4. 3 5. 3 5 3- 6 3 36. 00 3 3 3 3 3 3 4 3 4- 3 4 3 5 3 5- 3 5 3 42. 00 3 4 3 4 3 4 4 4 4 4 4 4 5 4 5 4 6 4 48, 00- 3 4 3 4- 3 4 4 4 4 4 4 4. 5 4 5 .. 4- 5 4 5d. 00 3 4 3 4 3 4 4 4 4 4- 4 4 S 4. 5 4 6 4 60. 00 3. 5 3 9 3 5 4 5 4 5 4 5 5 5 5 5 6. 5 66, 00 3 5 3. 5 3 4 5= 4 5 4 5 5 3 71, 50 3 6 3 6 1 3 I- 6 4 - 6 I 4 6 SEE SHEET 6 FOR 114STAL -ATION 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 & CHART DRAWN: DWG N0: J. L. 08-02357 S" LE NTS b 09/03/14 1SN-3 OF 12 SIGNED: 11i 1512016Ri t I ILI GENS*' iF STTrATTE OF FREV r; C0R1SSp,'\C Luis R. Lomas P.E. FL No.: 62514 AIOOD 79,WNG OR 2X SUCK By 074ERS 1/2" WN, E INSTANCE 1 1/4" WIN, r- F11,14IFI)MENT 1/4" HAX. BACKER ROD Slli,A S"AC-- SEALAINI SCREW EXTERIOR INTERIOR BACKER FiD R G D FILLER APPRC%IEO 1/4" MAX, SEZ-NT I SHIM SPACE N00C FRAMING 1. 1 1/4" VIN. OR 2X BUCK DY 1/2" MIN D AIS- Nc VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATIONTION 1 1 /4" MI.N. tAAY. E M 1) IA E N'f SHIll' SPACE T— r,—'T-- 1 EDGE D:ISTANCE INTERIOR N?IFTAL - STRUC7URI 9Y OTHERS BACKI-R ROD SFAtANT EXTERIOR BACK; R ROD APPROVED SEN-ANT META, S1 R 11 C 7. UR BY OT 1ER 1/4" VINI 114" MAX, P10 SMS OR ELr- DRILLING SCRE'll, INTERIOR DRILLING 14 FILLER 1/4" MAX. SHIM SPACE IIIN LLA,1- LASTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 114" MAX, II 4" V1 1, EDGE MSTACEINTERIOR 0 Sys OR ICR i IVS c R E 'Al uoD A,,A. I N G- OR 2X BUCK l N EXTERIOR AETAL EXTERIOR IIF17MYll. BY OTHERS BACK ROD STRUC-U 'E 8ACKER ROD APPROVED BY OTHERS APPROVED SFAIANT SEALAN17 JAMB INSTALLATION DETAIL JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK UYSrALLATIO/ll METAL STRUCTURE INSTALLATION 4Ev cr o o f OPKIII'D FA ; EVISE) INS iAL,-,lj`I,;- DE-'A'LS* B REVISE-, PJAME ANrl ADPRESS 10/27/ 16 R___ NOTES. 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. a PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 1111512016 MI WINDOWS AND DOORS, LLC RLO 650 W. VARKET ST. GRATZ, PA 17030 0 51 SERIES 185ALUMINUMFIXEDWINDOW73" X 72" NON -IMPACT 41 FINLESS INSTALLATIONDETAILSWITHOUTFILLERSccp . TAT OF '4,:z 0 I) R ORAN,! 08-02357 E 3 v Luis R. Lomas P.E. DATE I 15.C7 ,CALc NTS09/03/14 4 OF 12 L. ROBERT010MAS RE. 1432 WOODFCPD RD LEWISVILLE. IVC 27023 FL No: 62514 434-688- 0609 d1cmisaNdonmspexam REV DESCRIPTION__ DATI C 2 1/2MIN, A REV SvD R.4STALLATIDNDE7AILS OF'Vol/iS R. L. EDGE DIEIANCE R 1 REViSED NAW, AN'D ADDRESS 10/27/16 j k.1 0KCRETE/ MASOt,lRY BYO-. qERS 1 1/4" MIN C) PTICNAL IX BUCK SEE NolEs 3 - 7 EVBEDMENT H_ U 1 AL P CDNCREfE/ AASONRY BA1,>, ER ROD APPROVED SHIM SPACE By 01: I1,ERS 1/4" MAX, SHl`/ l SPACE S[ AL_ANT OPTIONA: IX BUCK SEE NOTES 3 3/ 16" TAPCON L EXTERIOR INTERIOR INTERIOR 3/16" T, AFE > 3/ 16" TAPCONIf BACKER ROD APPRUIVE S7- ALANIT a- i/4" MAX 2 1 1 OPTIONAL iX BUCK Sli!M SPACE SEE NOTE 3 7 Si 07- MiN. BACKER ROD CONCR_ 7E/VASD-NRY APPROVED l' Y 01H,P's 4 S E A -A NT EMBEDMENT JAMB INSTALLATION DETAIL CONCRETE. IMASONRY INSTALLATION 2 1/2" LMN. EDGE' DISTANCE VERTICAL CROSS SECTION CONCRETFIMASONRY INSTALLATION SIGNED: 1111512016 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. l S R L o E N., GRATZ, PA 17030 NOTES: SERIES 18' ALUMINUM FIXED WINDOW 1. INTERIOR AND EYTERIOR FINISHES, BY 0 THERS,73 X 72" NON -IMPACT NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT FINLESS INSTALLATION DETAILS WITHUT FILLERS BY OTHERS TO BE DESIGNED IN ACCORDANCE WITHASTM E2112 opa,VN; Dwc NO, RFV 10 ' U LE. B sJc: L"ATI 408-02357 NTS// 15 OF 12 1% L. ROBERTO LOMAS P.E. Luis R. Lomos P.E.. 1432 WOODFORD RO LFINISVILLZ 14C 27023 FL N 6251 4 434-688-0609 W00D FRAMING CR 2X BUCK BY OTHERS I/2" MIN. EDCE DISTANCE. 1 1r 4° MIN. r- EU3EDMEN1 J i. 'L I tAA. 9ACKFR ROD, —\ P SPACE4cAPP('CVLD RIGID _ILLLRSEALAN10 ' NOOD SCREW^! EXTERIOR I INTERIOR 0 WOOD SCREW ER RIGID FILER RACKROD Fi. PkC " \ li r„Cf/ 1/4" MAX. Sc_4 PJT j, SHIM SPACE 4%100 RAMING 1 1 4--" MN. 02 2X BUCK A . EMBEDMENT BY OTHERSI1/ 2" MIN. EDGE DIS : ANCL VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION 1 1 . 4„ M,N , /4" MAX. EMB DMENI' CHIN'. SPACE T_ 1 1 R(:,1 FILLER y2.` MIN. ` t EDGE DISTANCE INTERIOR i SCREW WOO SING / — EXTERIOR OR 2r BUCK BACKER ROD BY OTHERSAPPROVEDSEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION METAL -- STRUCTURE BY OTHERS BACKER RCS A. APPROVED SEALANT EXTERIOR BACKER ROD V APPROVED SEALAN.r ME-1 S RUCTU BY OTHE: 3/ MIN EDGE MSTANCE fE" MAX 5H:vi SPACE. I RIGID : FILLER C Sms OR SELF DRILLING INTERIOR SMS OR OP.IL_ NG W FILLER 1./ 4" MAX, SHIM: SPACE 3/4' MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 1/4j" MAX. SHIM SPACE RIGIC FILLER EDGE DISTANCE INTERIOR v e a i r' sms OR -- SEU DRILLING SCRE"6' S METAL EXTERIOR S 7JC"; JRE BACKER ROD BY OTHERS A APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION R_VISIGNS P.=V OESCRIPTI6N w TE ; h PRQV_6 i A INSTAI LATI .N - ETAI B ! RCVtSED - NAME +.NO ADc RE,'_ I '0, 2/r. b R :_. 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 SIGNED: 1111512016 MI WINDOWS AND DOORS, LLC t k 11L 0 sDw. MAK l y41 _1i GRATZ PA 17030NGENSF cP SERIES 185 ALUMINUM FIXED WINDOW 0: 51 *= 73" X 72" NON — IMPACT FINLESS INSTALLATION DETAILS WITH RIGID FILLERS O•; STATE OP ,' DRAWN: o,.G Na.. REv i',FS.'fpR10P: J. 08 357 B 1/7S/ONALt NN\ s . e.. Mrr. s0e NTS 09/03/146OF12L ROBERTO LOSfAS P. E Luis R. Lomas P,E. 1432 WOODFORD RD LEWVISVILLE, NC 27023 FL No.: 62514 434-668-0609 0cmas@Irlomaspa: w cescplPnav _ € n allove 2 Z ICI N. D6 5 _ R EDGE DISTANCE -j: 3 R iISED NAME AND ACC ESS: 1 Ur 2 ; 1.E 1R L CGNC;RE-E:G1ta5GhlR1' BY OD I FR 1 1 /'9 Ivid_ EMBEJM_ OPTIONAL 1X. 3.,C:K —'^ SEE NOTES 3 -.? Fh9r, t=DMENT SI F-ET i - Ilf ' w CONCRETE / MASONRy 4 :`; E;rt ROD 1..14 MAX _ c.Y 1bTHE,RS i n AAX. AF''' Ii4L'cD SPACE %• SI III+ SPACE S ; AI ANi Rp!_ X SUCK RIGO FILLER' SEE P.OTES,NEE: i 1 Ci FILL ER 9 F„ TAPC,ON I tEXTERIOR INTERIOR 3/ 16" TAPCC N,- 4 !! ,` i j f INTERIOR E ' AP C0N 1 t )I BACKER ROD APPROVED S EA .. ( ..:.. RIGID Fl!1- 4„ h 9AX, _ a + j 7>`—' .......„ i O'VA 'IX h .:._ € 1. % 5,._q I N. I t -'- SEE NO a1:_ T T DI IANCE _ , , EXTERIOR I CQ: NGREF,%4vt.h C :P.,Y - ...n. _. --_i - _ ' _ BACKER RED z a _ __ __ . & q aR"tED BY RS c 1/4 NIN. SE L rvT a ` EMB IJ ENT JAMB INSTALLATION DETAIL r CONCRETElhIASONRY WSTALLA 77ON 2 ? MIN. EDGE DISIANCE VERTICAL CROSS SECTION CONCRETE/MASONRY: INSTALLATION - SIGNED. 1111512016 MI WIND WS ANDDOORS, PLC GRATZ, PA 17030 NOTES: M.,,.*\ r,.EN+fi+''J SERIES 185 ALUMINUM FIXED WINDOW 1.INTERIOR. AND EXTERIOR FINISHES,. BY OTHERS, 51 *' NOTSHOWN FOR CLARITY. 73" X 72" NON -IMPACT r/ x = 0 2. PERIMETER AND JOINT, SEALANT BYOTHERS TOBE RESIGNED IN ACCORDANCE WITH ASTM F2112 FINLESS_ INSTALLATION DETAILS WITH RIGID FILLERS rLJO' S-TATE O erAAN: os rifle j.Lt y 08 C. ORIDP• G' 7sj01dAy1 \\t 02357 re NTS09/ 03/14 7 OF '12 L. ROBERTO LWAS P.E. f432 WOODFORD RD LCMSVILLE. NC 27023 Luis P. Larnas P.E. FC No.:. 62514 4-4-CO8 0609 rilomas,4z Ulama_<pe:arom, WOC!RAMMKG OR 2X BUCK BY r-)THERRS BACKER ROD APPROVED _EA LAdl%' BE-fl'ID FLANGE 1/2- MIN. FPCE DISTANCE I iP- 111:1N, EMBEDMENT 1/4" MAX. I SlilM SPACE 10 WOOiCD SCRDN EXTERIOR INTERIOR WIDD SCREW RICID FILLER BACKER ROD & APPROVED SAL, NI L 7 1 '4" MAX BEHIND .--' ANGE Slif,A SPACE WOOD FRA'.11,"NG OR 2x MICK ip", Mim- BY OTHEI6 EMBF, DWIII 1 /2" MIN ED,'.;- DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION 3/4" IMIN METAL STRUCTURE 81 O' IHP?,S BACK,-R ROD & APPROVED SLALI. Nr 5___HND FLAIZIE 1/4" MAX. SH IM. SPACE 10 SIAS OR ELF DRILLING z R Ell" EXTERIOR _rrINTERIOR SELF DRILLING SCREW B),, CKER ROD & R,"20, F::-[-E.,'\ APPROVED SLALANT B H 1 N D AN,: E 1/4" MAX. S H P,11 SPACE M TA. L- E BY07HFSi L j J/ 4" PAIN i. EDGE DISTANCE VERTICAL CROSS SECTI-O.N. METAL STRUCTUREINSTALLATION 1/4" MAX, 1/4" lvl,' VX. SHIA SPACE EMBEDMENT SHIM SPACE NN. INTERIOR 2" M. D 'E -ISTANCcEDGEDiSIAN' Cr INTERIOR fI 10 WOOD 910 SMS OR SELF DrlLING 00D FRAMING G — 1 SCRE vls I OR2X BUCK EXTERIOR ME TAl_ EXTERIOR BY 017PERS 1,TRUC-17URF BACKER ROD BACKER ROC By bBACK APPROVED SEALANT APDROVEDSp.ALAN:_ BLIIND FLANGE BEHIND FIANCE JAMS INSTALLATION DETAIL JAMB_ INSTALLATION DETAIL WCOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE INSTALLATION FA REVISEDINSIALLICICN DETAILS R T RIVISD'NAME AND ADDRESS 27/16 i R.L., NOTES; 1, INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY 07-HERS TO BE DESIGNED IN ACCORDANCE WITH ASTM C2112 MI WINDOWS AND DOORS, LLC 650 'A. MARKET ST. GRATZ, PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON — IMPACT FLANGE INSTALLATION DETAILS WITHOUT FILLERS DUNN: ------- J. L. 08- 02357 Tl CALE NTS I CA" 09/03/14 eet 8 OF 12 L ROBERTO LCAMS BE. 1432WOODFORD RD LEWISVILLE, NC27023 SIGNED: 11115,12016 4" E Ng' 0 0. iF IONA' L 1111111110\ Luis R. Lomas P. E. FL No.: 62514 2 1 /2" 11 ' 4 ' N ' ' EDCE2DISTANCE CONCRET;E/14ASONRY BY OTHERS OPTIONAL 'X SOCK EMBLDMENT SEE NOTE S 3 - 7 SIH._ET 1 Ul BACK- 1, ER 17,10, Ll —1-1 l 1/4" MAX, APPROVE SCA:t,,SHIP. SPACE BEHIND FLAN-_ 3/16" TAPCQN EXTERIOR INTERIOR T PICON BACKER ROD & 3,i IF A APPROV7D SEALANT RFHIN F[ANCT 0p71GNAL IX BUCK 1 S1N SPACE/ 4 MAX H SEE NOTE 3 - 7 SHEET 0 C0NCFH-, E/M.AS NPy. BY OTllls WN. FM FD IVI FN 7 2 112" M: N EDGE DSTANCF VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION 1 1/4" MIN. EMBEDMENT CON,7RETE/ M. ASONRY BY OTHERS C) PT'ONAL 1X BOCK SE ": NOTES 3 — 7 SHFFT 1 3/ 16" TAPCON 2 1/2" ill I "I". EDGE DfSTANCE NOTES: 1, WTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. FERIME TER AND JOINT SEAL -ANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTW E2112 Rryrdaws REV IIE 11IRMI) REVISID fNSfALl_AJQN DETIN"—s' RA, 2 REVISED NAME AND ACDRESS R.L. I., c 1 / 4" MAX, SHIM SPACE INTERIOR 11L EXTERIOR BACKER RC`` APPROVED SEALANT BILHIND PLANGL JAMB INSTALLATION DETAIL CONCRETEIMASONRYINSTALLATION SIGNED: i t,, i5l2o 16 MI WINDOWS AND DOORS, LLC 650 W, MARKET ST. GRATZ, PA 17030 0 625 SERIES 185 ALUMINUMFIXEDWINDOW73" X 72" NON —IMPACT FLANGE INSTALLATION DETAILS WITHOUT FILLERS 51;: 0 OF 13 -APAT ORI'D REA, L. L. 08-02357 8el 4,/ ONAL 0 11111100 Luis R. t _omcs P.E. FIL No. 52E14 NTS 09/03/14 1"'E79 OF 12 L R08EATO LORAS RE f432K'OODrORDRDLE VISViL,—E, NC2702.3 2" lvtN. GE DIS!"ANCE INCOG — flNG' 1 1/4" MIN- OR 2X CUCK FM6EDMENT BY OTHERS 1/4" MAX. BACKER ROD STIACF APPROVED SEALANT I 3-HIND FILANOF D FR;CI LLER 10 VVOOD SCREVV METAL I RUC I IURE BY OTHERS BACKER ROD & APPROVED SEALANT 9EHIND I-LANGE 3/42' MIN 1/4" MAX. SH'IRA SPACE @ FILLER C SS OR 1 - T DRG ILIINRlx EXTERIOR EXTERIOR INTERIOR INTERIOR Sf L DRILLING I) V'Cr.)D S CfR CA' SC_ RPIN iD ' FILLER MIL BACKERROD 3ACKCR ROD RIG@ ER LROVED I PALAN-T APFRGIVED --lV.ANT 1 /4 MAX APP, BEHIND FLAN eS H I I'll SPACE BF- D, P, ANCE 7- 114" MAX, SHAA SPACE Ml E T Alll 1lvocDIRAMINCOR 2X BUCK 1 1?4" 1,11M. S-RUCTuRE By 0--ERS EMBEDMENT BY OTHERS 3/ 4" MIN 2 EDGE II EDGE DISTANCE VERTICAL CROSS SECTION VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION WOOD, - FRAMINGORiX BUCK INSTALLATION i / 4" IA-Ak I- 1 1/4 MIN- 1/4" .10AX S1Wl -ACE EM9EDMENT SHIM SPACE RIGIC 71LLER RGO FILLER r/ 2 MIN, 4- MIN. L EDGE355TANCEED,- E DISTANICZ INTERIOR 10 olcoo, S C R EV/ pC S""IS OR SELF DRILLING x IxillQf,y. Z SCREINS NOCE) FRAMING OR 2X BUCK EXTERIOR METAL STRUCTURE EXTERIOR BY ON"ERS BACKER 40,D & BY OTHERS BACKER ROD ApPROVFSEAL, 10117 6 APPROVEDSFALAINT BEHIND FL* NGE SEHIINIC, FLANUL JAMS INSTALLATION DETAIL JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE INSTALLATION FIE" ESCRIP- 0. I -E0 INSTAUATION OCTAILIS 06/011/15 R.1 3 REVISED NAME AND AODRESS 1 0/27 /!6 H,L NOTES; I. INTERIOR AND EXTERIOR FINISHES, SYOTHERS, NOT SHOWN FOR CLARITY. 2, PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E21 12 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 WITH RIGID FILLERS J.L. 08-02357 ICILE NTS I D'7 09/03/14 PhEET 10 OF 12 L. ROBERTO LOA-US PE 1A92 WOODFORD RD LEWISVILLE, tVC27023 434-688- 0609 SIGNED: 1111512016 0 721; 41TATE OF 0 Luis R. Lomos P.E, L No.: 62514 CONCRL FE/MASCNRY PY 01HERS OP-IONAL IX KICK S77 NOTES 3 -- 7 SHEET 1 BACKER ROD & - A.- PPc,VED S-AILANT BEHIND FLANGE EXTERIOR BACK" R ROD & APPROVED SEALN",il BEHIND FI-ANGE OPTIONAL lX FUCK SEE NOTL 3 - 7 SH-- EI 1 BY OTHERS 2 112 tv'WN F, ............ E DIStANCE 4 1 1/4" MIN: WiDEDMENT 114" MAX. _j SPACE RIGID FILLER 3/ 16" TAP ICOIN INTERIOR 3/ 16" TAF".ON RIGID ', i, - L ' -P 4" MAX: S[ WO S;'A E 1 Fl 1/ 4' 01N. M* NAENT CONCREIUMASONRY BY OTHERS 00'- IONAL 1X BUCK SEA N07 3 7 In 3/ 1 TAPCON FOIAFN 4 2 112 MIN, E VERTICAL CROSS SECTION EONCRE TilhtAibNR Y INS TA LLA TION T-- 2 N' N. F DGE V 1111CII'TION fPRCVED A REVIC;ED WSIALIATION DUAILS iREVISED IlAf,,! AND ADDRESS 10,/27/16 R.L. 1 /4" MAX, IM! -PACE RIGID 1- 11 LER INTERIOR DISTANCE EXTERIOR BACKER ROD A PP ROVED SEALANT BEHIND FLANG- JAMB. INSTALLATION DETAIL CONCRET&MASONRY ( NSTALLATION SIGNED: 1111512016 NOTES., 1. INTERIOR AND EXTERIOR FINISHES, By OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER ANDJOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WTH ASTM E2112 MI WIND650OWW. ARKETS AND DOORS, LLC MST. GRATZ, PA 17030 NkkRl I IIL0I//,/ N\S E Ng' .' p T VAT O , L11/A1111twO SERIES185ALUMINUM FIXED WINDOW 73" X. 72" NON-IMPACT FLANGE INSTALLATION DETAILS WITH RIGID FILLERSyam L. T 08- 02357 NTI 09/03/ 14 OF 12 L ROSERTOLOMASRE. 143L WOODFORD RD LEWISVILLE, NC27M3 434-688,0609 dfomas@;rlomaspexom Luis R. Lomas P"E. FL No.: 62514 REv DrSCRIPT01 "IT, pPPROI'Eo A 19LvISLD fNIST"'l_LAli0N DETAILS 151 R.L. b AP( ROVI'D REVISED NAME -ND A-1171 R.L . ..... SEALANT BEHiND FIN EMBEDMENT 0110OLD FYAVIiv BY OTHERS 1'/4'* 10AX. ', I" MAX 0 0 cl, 1111WIINC SHIM SPACE 8" MIN BY C FDGE DISTANCI-' 91 fn S ,"E INTERIOR INTERIOR EXTERIOR 1 4" MAX SpAc 71/8" MIN EDGE DIS ANCE FRAM NIG, SlUp, Ew 1 1/4" MINI. BY 01HERS S7 'ALAIq7 EM6E,-IAENT 2FHINE') FIN VERTICAL CROSS SECTION WOOD FRAMING OR 2X SUCK INSTALLATION 1 1/4" t 9 D' M Fm- T v I APPR")VEID SEALA%'r BEHND FIN EXTERIOR 3/WIN JAMB INSTALLATION DETAIL WOOD FRAA41NG OR 2X BUCK INSTALLATION NOTES: 1. INTERIG.9 AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PER11,4ETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS, PLC 650 W. MARKET ST. GRATZ, PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73' X 72" NON —IMPACT FIN INSTALLATION DETAILS MAVVNr ewe No, 08-02357 NTS If)A'E: 09/03/14 12 OF 12 L POSERTO LU4S P.E, 1432 NO 27p23 4346880609 rtlomasOWOMaSpo.00m SIGNED: 1111512016 0 6AT 77 B Luis R. Lomos P.E. FL N 0 .: 62514 i Florida Building Code Online https:,'iwww.floridabuilding.org/pr/pr app dtl,aspx?parwn=wGEVX... sv ",''F-57- s- s aCIS Home Log In User Registration 1. Hot-ropics j Submit Surcharge r -Stats & Facts Publications FBC Staff ,3CISS,Site Map Links i Search b' M Product ApprovalUSER: Public User Prrtrluet.Apr ihtp u 7 let.>'Application Detail FL # FI-15353-113 Application Type Revision Code version 2017 Application Status Approved Comments Archived Product Manufacturer MI Windows and Boors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlinger@miwd.com Authorized Signature BrentSitinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Luis R Lomas, PE the Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration, Date 12/31/2018 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence FLY5353 R_CGI_; PLCt)I,ndf Referenced Standard and Year (of Standard) Standard Year AAMA 450 2010 Equivalence of Product Standards Certified, By Sections from the Code I,of 3 41113 2018, 7:26 AM Florida Building Code Online https://www.floridabuilding. org/pr/pr__app_dtl. aspx?parain=wGEV X..., Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved of Method 1 Option D 10/ 16/2017 10/ 23/2017 10/ 26/2017 12/ 12/2017 FL # i Model, Number or Name i Description 15353. 1 i 5764 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS353 113_1-08 01448 ,pdf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion F115353 R1 _AF 51207?#3.p! span: 104-1/4". Created by Independent Third Party: Yes 15353. 2 5764 Vertical Aluminum Mullion Limits of Use 1 Installation Instructions Approved for use in HVHZ: No i 171-15353 R"S_,i..I" 08701439B.pdf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes i Created by Independent Third Party: Yes Design Pressure: N/A ` Evaluation Reports Other. Max single window size: 52-1/8" x 84". Max mullion FL1.5.353 R3__fE 512 i€ 3f3.,pdf span: 83" Created by Independent Third Party: Yes 15353. 3 ? 5765 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R __I1,. t}8 014f1r3B.pdi 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 rL1535? _(?3 116_ i12n7-3B.pdf span: 156-3/8" Created by Independent Third Party: Yes 15353. 4 5765 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FLI5353 R3 _II.. 08-0144.08 df Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A i Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FLL535' R3_,.AE 512061B hd[ span: 83". Created by Independent Third Party: Yes 15353. 5 I CM-18514 1 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 Via,"" 11 08.01442B,p f 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 j Evaluation Reports Other: Max single window size 52-1/8" x 84". Max mullion rt 1 _,353 R3 ,AE 512066E -1,)df` length - 83". i Created by Independent Third Party: Yes 15353. 6 ; CM-18520 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL1S353_R3 T,I 8_d14 57 E3_1l" 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, 512075€3.pdf span - 156-3/8" Created by Independent Third Party: Yes 15353. 7 CM-18523 Horizontal Aluminum Mullion 2 of 3 4/ 1') /2018, 7:26 AM Florida Building Code Online https://w vw.floridz fbuilding.org/pr/pr_app dtl.aspx?param=wGEVX.,. Limits of Use Installation Instructions: Approved for use in HVHZ: Na f?.7.5353 R3_ II_ 08 014"%,"L„8 dt 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: NIA Evaluation Reports Other: Max single window size - 52-1/8" x 84". Max mullion F' 1535x R__ AE,_ 5120768 pdf span = 104-1/4". Created by Independent Third Party: Yes 15353.8 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" 15353.9 1 CM-18532 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Max single window size - 52'-1/8" x 84". Max mullion span - 156-3/8 1,5353.10 CM-18533 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" 15353.11 CM-18534 Vertical Aluminum Mullion Installation Instructions 4 i,15353_R3_I,I_08 0144.3B.pdf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party Yes Evaluation Reports 1-L15353 R3 ..A..F_ 512015?,MpdJF Created by Independent Third Party: Yes Horizontal Aluminum Mullion Installation Instructions CL15353_R3 Ii.,_08 01453B,.L? 1C Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports Fi tS3`7k3__AC._512ti7[.pdf Created by Independent. Third Party: Yes Vertical Aluminum Mullion Installation Instructions FLIS35:3 R3 II 08 014 4.L3,pdt Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports by Independent Third Party: Yes Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL3,5353 R3 tt,_p8 Di a,5<ti3.p f Approved for use outside HVHZ. Yes Verified By: Luis 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_,Af 5120I_F?i3 pcff span: 156 3/8", Created by Independent Third Party: Yes ntextliBadcj :._.... nlact Us 2601. etalrLStone Road..Tallahq g; FL 323Q plior g; 850-487-1.p24 . The.State of Florida is an. AA/EE0 employer C_ppyJ}ght 2Q07-2013 S[at_a' of Florida::: PriyaCy_Sta a 2n[ -.: A ,.e..ssibi tY tatemgnt :: Refund 5fatement Under Florida Law, email addresses are public records:. If you do not want your a -mat address released in response to a public -records request, .donot send electronic mail to this entity. instead, contact the offke by. phone or by traditional mail. If youhave any questions, please.contact 850.487..1395. "Pursuant to Section 455.275( 1);: Florida Statutes; effective October 1, 2012, licensees licensed under Chapter 455, FS. must provide the. Department with an email address 6 they have one: The emails provided may be used for. ofGciai communication with the licensee. However email addresses are public record. If you do not wish to supply, a personal address, please provide the Department with an email address which can be made available to the public. To determine W you are a licensee under Chapter 455, F. S., please click here . Product. Approval Accepts! Credit Card Safe y 3 of 3 4/13,120,1 R, 7:26 AM T). THE PRODUCTSHOWN HEREIN IS DESIGNEE? AND MANUFACTURED 10 COF,", PLY WITH REQUIREMENTS CF Iil FtORiDA DUI JI.iG CODE. 2; WOOD FRAI/ING ?0 BE DESI Eii AND ANCHORED IC PROPERLY TxANSE_, R ALL LOADS TO STRUCTURE. .''RAWNC IS THE ESPONSiEILIT` r OF THE ARCH i ['.CT OR ENG NE_P. OF RECORD. 3) ALLOWABLE STRESS INCREASE OF- 1./3 WAS NC,T USEt, iN TPiE DESIGN CF -:-HE PRODUCT SHOS'JN HEREIN., WIND LOAD CUR ;I GN AC7, OR Cd '.6. WAS USED FOR WOOD ANCHOR CALC-ULATIONS. 4) APPROVED IMPACT PROTECII' F, _,_SfE4T :S NOT REQUIRED 'Cr', "Hc PRODUCT IN WIND BORNE. DEBF',.5 REG ONIS. UP TO MIND ZONE 5) I-FS3 iN. PRESSURE AND INSTALLATION DEIrAiLS SHOWN IN THIS JCU AFNT APPLY 00INC, TO NIULLION WtN[DOWS MUST BE APPROVED LNDER SEPARATE APPR'JVAL. 6', SINGLE WINDOWS-. TO BE MULLED' ARE NOT LIMITED To THOSE wHOWN IN THIS OF AWING. WINDOV,S MAUST BE MANUFACTURED By ?WTI WINDOWS AND DOORS, INC. 7) ] I::SIGN PRESSURE -rF i'1JIL ED UNIT SHALL BE CONTROLLED BY TIE ESSER DESIGN PRESSURE OF TIME Mtkl_iON OR THE €NOVIDUAL- WIINDOW R DOOR UNIT, 8) UNI-IS MAY BE MI)L; E TOGETHER INf"'_FINITELY AS LONG AS S:NG'._E UNIT N D:H. AND HEIGHT ARE NOT EXCEEDED ANT? LK)LI-ION IS ANC i EO AS SHOWN, HEREIN. -. 9). MIULPOr VER'TICA N TA A.ATION tS S ;O'AW'N, MULLION MAY hE USED IN HORIZONTAL Ark LI E".TIONS. AS LONG- AS DIM' NSIONS INDICATED HEREN ARE NOT EXCEEDED AND KfULLION i5 ANCHCREU ACCORDING 10 1H'S DOCJMENI', DESIGN PRESSURE TAO_E. INS€RUUTONS: i) OEI'JE REQUIRED DESIGN LOAD PER FLORIDA BUILOING CODE CHAPTER 15. 2)_ LE IERM.'VE €RIF3U ARY WIDTH AND MULLION sPAN BASED CIQ PRODUCE TO BE I'ISTALLEC SEE FORIAULA FOR TPI _UTARY 'WIDTH, 3} ZCATE MULLION SPAN (UNII HEIGHT) ) AND TRIBUTARY WI TH':. AT T,+ E. INILRSE: TION. 0 ROW AND CO UM \, CON AININ," THE MUL-!OiN SPAN AND TRBUTARY ''807H RESPti..VFLY IS THE MULLON RATING OR PRODUCT :N STEP 2. iJLLON RATING MUST EE EQUAL OR GREATER THAN RFIJIRED- DESIGN PRESSURE CPTAiNED Ih S f:P I., T. RISU-TARP VdIO'-H -. W' 2... L......,..._..... KEYI$ I^N5: Rfv pE,Gf?Ih':t.au DAM 4FRG«D A , E41 EO iN5FALLAIEON DETAILS 06 1CI--15 R.-L. S- I REVISED=ANCHORING NOTk:S k NST- DLT. 06/07/,7 R.L. ANCHORING NO 'ES 1). FOR ANCHOR`.'JO 11,T0 WOOD F-F:AMING. G.'R 2X CLCK USE #10 WOOD SCREW W:TH SUFFICIENT LENGTH D ACH.F.V17 A 1 ?/8" MINIMUM EMBEDMENT, LOCATE ANCHORS AS SI104v'N .N INSTALLATION DETAILS SHEET 3. 2 FOR ANCHORING INTO CONCREI"L USE 1 4" ELCG Ui TRCON TAPCON 4 I:FHI c F ' • IL IT LENGT`y 7D. ACH EVE A 1 1 Z MiNIK UM. EhBELMENT 1Aq7H '1" IAINIMU71 EDGE DISTANCE. LOCATE ANCHORS AS Si• OY.d. IN INSTALLATION, uEiA1L`: SHEET 3) FOR ANCHORING INTO, NIFT,_ US: #10 S SS OR S'I"LF DRILLING SCREW WITH SU F.CIEN I LENG'T , 1"0 ACHIEVE 3 THREADS WNIMUM BEYOND > STRUCTJRE- INTERIOR 'MALL LOCH"';E AN., .ORS AS SHOWN IN IN TA,_LAT;CN OETAiLS SMELT 3.. ALI, Fr+STENERS TO B'= Cv. 'OS< NRESIST,;NI. H INSTALLATION 4NCHC:RS SHALL. BE INSTALLED IN ACCORDANCE Will. ANCHOR MANUFACTURER'S iNST'^L ATION I SIRUCItcNS, ANC ANCHORS SHALT_ N07 BE USED IN SUBSTRATES WITH STRENGTHS L_ SS THAN THE KMN€NIUM' STRENGTH SPECIFI D BELOW: A. '', MOOD' - MIN titUk/ SPECIFIC GRA4^TY Of: =0,42 - 8. CONCR:TE. - MIPNIML:M COMPRESSIVE STRENGTH OF 3 2QCr PS]. C. MASONRY STRENGTH. C-ONFORMANCE TO ASIM C-90, GRADE N, PE 1 ( CR GREASE j METAL STRO; C',URE -S'I E! 18GA (.048") FY=33KSIfrJ=52KSI OR ALUMINUM cC63-T5 FL-=30KS... 062' THICK MiNII M. 6) FOR ATTACHING VINDOW UNITS iO MULLION USE 4,-'10 SELF TAPPING SCREWS WITH. SUFFICIENT I -NNGTt TO ACHIDVE A MR111MUM F,IB_ D, ME;NT OF THREE H'CEA'iDS PAS? THE `.4JLLION NALL.. LOCATE SO ` I, 6" FROM EACH v ULLIQN ENO =AC 2 •r1AX. C.C. HEREAFTER, ,TACCER S,. REv,'S AT EACH W' DQW( M{ WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 5764 - VERTICAL MULLION 63" MULLION SPAN TAPIL't O CONTENTS GENERAL NOTES DESCRIH110N- DRAWN, N- V. L. 1 08-01439 AFT IGURBONS ND DP CHART- sc. e N7S 01/11/12 SHUT 1' OF L. ROSERTGLOMAS RE: 3 ncFTAL a.ION DETAILS L,$ !432 WOGDFORDAO LEWISVILLE, NC 27023 A COMF!)NEN? S- 43d888-0509- rflomas@ldumespa.com SIGNED' 10./1312017 TATE OF r0R0?'\' 777j0NALI1"NN Luis R. Lomas P.E. FL No:: 62514 hlo s 107 3 6 07 f8,, rya S P,, -- 1'^" = J^- i R_V. SCR- TIJN uMFsiNED INIUTr 1, MBfN C VILZ7N Crr"I 1NED %kIDTri p. -V CJ IN TALu iara n AILS al 1 - 11,2 ' _I W1 ^ Iw 42 V i -_ .;Ar2 2 'AhGll f INCr Nl7T S k IRSFC jF-,, 1 j'A53,.8:.:Jp ! F ME FRAM- VYINDOW FRAME WlN30W WINDOWkEHTWINDOWEIGHTWINDOW--. - HE GHT ihi UON (1-0 LUONSN) c7L)_ $' Atl _........:r d ' CO 1EIP:ED 4'J1D ' 1 I --jllVr1 83 i! WINDOW FRAME 'D 1EI T WINDD WINDO14 NtJ I r:N I(( i SPAN) f rI 07 15r`- OOM91NE;7 VviD-iH,, 1]pcinn nracar4m.raiinnfAcA. Mullion span (in) Tributary width in). i 18.13 1 25: 36,00 42.00 48.00; 52.13 25.00 1 120,0 120.0 120.0 120.0 120.0 120:0- 37,38 1200 120.0: 120.0 120.0 120.0. 120,0 49,63: 120.0 98.3 81;2 76.9 75.2 75.1 62.00 71.0 52.2 39,7 35,9 33.4 32,3 65.63 59.6 43.7 33,0 29.6 2Z4 26.3 72,00 44.9 32.7- 24A 21,6 19.9 19.0 84.00 28.1 20.3 LARGE AND. SMALL -MISSILE .IMPACT, 'LEVEL.D, WIND ZONE 3 DIMENSIONS IN CHART ARE FRAME,DIMENSIONS AND. DO NOT INCLUDE FLANGE. 10r 3/8" C(? MRINEO WIDTH h a f WINDOW 1: FRAI / HEIGHT : WINDOW; , _WINDOW tNIU LON- I N2 7 COMBINED AIIDIH, Z18" OMRINED WIDTH N€ W2 i 8 s' NlNDOW FRAM L' WINDOW! tIG1-f i i ii,1.,i.:ION I 5Pj4Iv1 APTRQVED CONFIGURATIONS MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONGAS.COMBINED. WIDTH DOES NOT EXCEED107 XS AS SHOWN HEREIN. npsian nreccern ratinn tncfl with mhar Mullion span ( in) Tributary width (in) 18.. 13 3&50 36.00 42.00 48.00 52.73 25. 00 120.0 120.o 120.0 120.0. 120.0 120.0 37. 38 120:0 120,1) 120 0 120.0 120.0 120.0 49. 63 120.0 98.3 81,2 76.9 75.2 75.1 62. 00 95.2 70.0 53,3 48.1 44.8 43.4 65. 63 80.0 58.6 44.2 39,7 36.7 35.3 72. 00 60.3 43,9 32.8 29.2 25:5 84- 00 37,7 27.3 20.1 17.7 16:0 15:1 LARGE AND SMALL MISSILE IMPACT, LEVEL D,.WIND .ZONE 3 DIMENSIONS 1N CHARTARE FRAME DIMENSIONS AND'DO--NOT INCLUDEFLANGE: 3 ° j V21 1, V'4011H ' MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 5764 - VERTICAL MULLION 83" MULLION SPAN APPROVED CONFIGURATIONS AND RATING CHARTS DRAW:.; ') Wc. NC. Rfv V. L. 08--01439 B SUILE NTS I DATE -01 / I 1 / 1.2, sna=r 2 OF -4 L. ROSER70 LaVS. P.E. 1432 WOODFORQ.RD. LEVVfSV$LE::NC:27023 434_ 686-0609 r"bmas@Mamaspa.wM t, a ___ aee•rzovEr,.. CLf1G 15 RL.. Of rYr,/1:7 R SIGNED: 1011312017 yet E,NS- qP A 6251 k ST/ AATTE OF .;w` cl11i14s1' Luis R. Lomas P.E. FL No_i'"62514 Q t t" :UIN EDGE DISTANCE MASONRY/CONCRETE BY OT w,ER5_ i 1 1 r MIN: E?,43EDMEN F 1/4" E1_CO LI-TRACON TAFCON SEOT5796 C`P O? IO IAI. REBAR SECT,764 Nil ILLIMN Y1000022 CUP PTOWO00 SCRE'A 1 3/.8" MIN.. EMBEDMENT a WOCCO FRAr4SING! 1 i2" MHN, 'X. BUCK FC7GE EY 0 11ERS GSA ICF: VERTICAL CROSS SECTION MASONRY/ CONCRETE AND WOOD FRAMING WSTAUATION NOTE: CLIPS MA:' BE USED IN MASONRY/'CONCRETE OR WOOD "RAWNG SUBSTRATE.. c ISO INSTALL '[ION: DETAILS C REVI. EF) ANCHORING NOTES &. NSTL 6=T: I0 / !7 ! R. 22 S OR RILLJN0 METAL 2" 491N, STRUCTURE BY OTHERS IS7AN-^.. L VERTICAL CROSS SECTION METAL INSTALLATION MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET. GRATZ, PA 17030-0370` 5764 VERTICAL MULLION 83" MULLION SPAN INSTALLATION DETAILS DRA' Vfk UWG +:0.. V. L. 08-01 439 SCM- E NTS DAT- 01 / 1 171 2 1 ""7 3 OF 4. L ROBERTO LOMAS P.E. 1432 WOODFORD RD. LEWISVILLE, NO 27023 434- 588-0609 r!,'omssCAldotna,:pe.Com SIGNED: 1011312017 R11L 41,fJ/ y OENSfi 9s TAT OI NA11i `',\` Luis R. Lomas P.E. 4FL No,: 62514 SECT5764 MULLION ALUMINUM 6005 T5.125'THICK 5 31" RF-11 2REBAR 16 6A (.062) GALVANIZED STEEL NOTES: 1, CIJpS kINY BE USED IN ViASO , XNPY/C0NCRFTFF DR WOOD .-F-RAMiNC, SUBS-IRAft 2 FOR WD06 & ME —A;_ NSTALLATzCN US- ALL FOUROUR ANCHOP LOCATIONS. 3. FOR ONICR_E [INSTALLATG USE 2 AN"HOR LOCATIONS CW,l WTH 3 1/4" SEPARATION BETWEEN ANCHORS. 1-375- 0,843" 4,000" 0 M.10.00.022CLIP 16GA (063) GALVANIZED STEEL. SEE NOTE 2 & 3, THIS SHEET. 2.189" T 2X (,0.210" 1.5e2" T_ 1,5 E2" I SECT5796 CLIP FOR WOOD FRAMING INSTALLATION ALUMINUM 6063-T5.125" THICK REV.DONS REV EScMPTI W4 D"'7 A -P-;RJOVE ID REVISE) WSTALLA-PON OETA!LS I R.L REOSED ANCHOPiNc t43TES & NSTDET. 06/07/l 7 R.L. 1. ODC" i 1 0' 75" 0: 4, 22" 2. 032" 2.8175" O. F. 13" IL SECT5796 CLIP '-- 2X 00,2 1 FOR CONCRETE INSTAUATION ALUMINUM 6063-T6, 725'ThICK N11 WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 5764 — VERTICAL MULLION 93" MULLION SPAN COMPONENTS 08- 01439 NTS 1"" 01 /1 1/12 1 SHEF-1 4 OF 4 L. ROBERTO LWAS RE. 1432WOODi- ORDRDLEW?SViLLE,NC27C23 434, 538,0609 rfl=ss3Wa-pe.=m SIGNED: 1011312017 R. toy, ti G EIN TATil.POF 0e','- ZORM ij0NAl_ IlIIm0\' Luis R.. Lomas P.E. FL No.: 62514 Florida Building Code Online https:,I/www.floridabuilditic,.org/pr/pr appjtl.aspx?param=wGEVX..! la511111 ii: M'M' h 34 hhRCI5 Home Log In User Registration Hot Topics '< Submit Surcharge Stars '&.Pacts Publications FBC Staff { 805 Site Map tanks !; Search bpr Product Approval USER: Public User ua;r, Product _ rlpr"c rai Nen. >Prafiurtur x,.„;IisaiiQ nviZWi11>t,tp %a.' li5i>Applicativa Detail FL # 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@jameshardie.com Technical Representative Pingsheng Zhu Address/ Phone/Email 10901 Elm Ave. Fontana, CA 92337 909), 349-2927 pingsheng. zhu@jameshardie.com Quality Assurance Representative Pingsheng Zhu Address/ Phone/ Emait 10901 Elm Ave. Fontana, CA 92337 909)349- 2927 pingsheng.zhu@jameshardie, com Category Panel Walls Subcategory Siding, Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Ronald 1. Oga,va 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 Ft 132?_ ,R+. CQI_fCI©-_Cgrti"rcate_of Inclependence,prtf Referenced Standard and Year (of Standard) Standard ASTM C1186 ASTM E330 Year 2007 2002 1 of 3 4/13/201 8, 7:29 AM. Florida Building Code Online https://www.flot-idabuilding.org/pr/pr app_,dt1.,aspx?pa_ram=wGEVX.... Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date validated Date Pending FBC Approval Date Approved Of Florida Licensed Professional Engineer or Architect HJ3223_R4 Egli;y RIO,,_6' 20,7- 7„ SI3 1_Ci286 e`7_iluaien Method 1 Option D 08/09/2017 08/25/2017 08/28/2017 10/10/2017 FL # I Model, Number or Name Description 13223.1 I Cempanel Siding fiber -cement Limitsof Use Approved for use in HVHZ: Yes Approved for use outside` HVHZ:' Yes Impact Resistant: Yes Design Pressure: N/A Other; For use inside a HVHZ install in accordance with NOA 17- 0406:06 13223. 2 ! HardiePanel Siding Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ. Yes Impact Resistant: Yes Design Pressure: N/A Other: For use inside a HVHZ install in accordance with NOA 17- 0406.06 13223. 3 Prevail Panel Siding Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A. Design Pressure: N/A Other: For use inside a HVHZ install in accordance with NOA 17- 0406.06 siding Installation Instructions i L132.'2.s R€ I;I:crFnlzn_ n,tallat.ian.{id!:: FLI3223 R4 I1_NOA ,L7 gItQt,Qfr_pdf FL13223_ R4_ 1_RIO,2689 1,3,Panel to _F+ rrin_g dfdf FL13223 R4 11 R10-2686-17 Panel Wood_MeLdl Frame b.f Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL1322i R4 Ac NQA 1.7.0406,06, Li_f F 132?3 R4 At RIE}„`L€ {R 11 I?anel to f t rrli;g_df FL73223 R4 AF RIC3 _60e17_Panel_Wc d Mctmi Fr3lzie,pciE Created by Independent Third Party: Yes fiber -cement panel siding Installation Instructions F! 13223 R4_IT i Iarrk4rPanc ! I35ta11-ttlorL.;t?clr" FL13223R4,-li-_ N0A 7.-01406.06 pdt i L13223 R4 : IT_ RIO 2689 17 Pand to Furrir .pdf Fl, 11132123_R4 11 RIO 2636-17 Panel W od Me ta1 Frame.,pdf Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports by Independent' Third Party: Yes fiber -cement panel siding Installation Instructions f L1322 --.R4 , l, NO— 17,_0406.0_pdf FL132 3_R4_ 11 Prevail-Panel-Installatl.n..pdF FL1322 r R4_ 1 ._RIO 2689 17 ranel to F€sr ri! g_pctf Fl 1 s 2,3 R4 It R102_686 17 Panel woad M Lal Frame 1f Verified By: Ronald 1., Ogawa 24121 Created by Independent Third Patty: No Evaluation Reports FL13223_114_ AE NOA 17-0406_06pelf FL13223 .R4._Ac. WO 2689 17 Pane Lo t ur,rirc.pcit FL13223 R4 AE RIO-2b06 1l Panel Wood..Metal Frame.p I Created by Independent Third Party: Yes saw laeXt Contact t s :: fai ir_ Skcn.Raad._Iall hasse F.12399. P'n 59_-4> The Stale of Florida is an AA/EEC) empbyer. CaoynQht 7007-.201S State of Florida,O.L?55 1t1ii{y_$t err ent.;; Refund Statement 2 of 3 41!13 2018, 7:29 AM Florida' Building Code Online https://www.floridabuilding.org/pr/pr app_dtl.aspx?pamm=wGEVX... ' Under Florida law, email addresses are public records. If you do not want your a -mall address released in response to a public -records. request, do notsend el<_ctron;c mail to this entity. Instead, contact the office by phone or by traditional mad. If you have any questions, please contact 850.487.1395, -Pursuant to Section 455. 275(1), Florida Statutes; effective October 1, 2012, licensees licensed. under Chapter 455, E5. must provide the Department w ith an email address if they have one. The emails provided may be used for ofricial communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine it you are a licensee under Chapter 455; F.S., please click here . Product Approval Accepts: 71El 991 eChmt4.i Oredit Safe 3 of 3 4/ 13/2018, 7:29 AM Florida Product fir,.® HardlePanel@ Sioding a 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 1 - 2686-17 or RIO-2689-17. Consult the HardiePanel product installation instructions on the follow pages for all other installation requirements., JamesHardleHardioePanelo" , Vertical Siding EFFECTIVE SEPTEMBER 2013 if "i'LUTIv?IJ{LCatIIRF,F,FtIi' li Sft tAiir ..oi E?WL.ttf,lt:t'iYNtL FFI r„C) t(al'.'I r ttl ' f(tciJlJt;rI - VisltSy ; t= r .x; t I, r ?n, for the most recent version. SMOOTH - CEDARMILL° • SELECTSIERRA 8 g STUCCO IMPORTANT FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING GCODES AND JAMES HARDIE WRITTEN APPLICADON INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE-, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY t AHRANTI : BEFORE INSTALLATION, CONFIRM THAT YOU ARE USING Ti 3E CORRECT f iARDIEZONF INSTRUCTIONS. INSTALLATION OF H710"'A PRODUCTS OUTSID AN HZ10" LOCATION WILL VOID YOUR WARRANTY. TO DETERMINEWHICH HA %DIEZONE APPLIES TO YOUR LOCATION, VISIT WWW.HARDIEZONEJCOM.OR CALL -1'-8€ 6-04 -7343 (W RH RDIE). STORAGE & HANDLING: Store flat and keep dry and covered prior to installation. Installing siding wet or saturated may result in shrinkage at butt joints. Carry planks on edge. Protect edges and corners from breakage: James Hardie is not responsible for damage caused by improper storage and handling of the product. OUTDOORS MOORS 1. Position cutting station so thatwind will blow rdust away from user 1. Cut only using score and snap, or shears (manual, electric or pneumatic). and othe%in working area. 2. position cutting station in well -ventilated area 2. Use one of the following methods: a fiat 1. Score and snap - Shears ( manual, electric or pneumatic) - NEVER use a power saw indoors b. Better. i. Dust seducing circular saw equipped with a - NEVER use a circular saw blade that does nor carry the HardieBiade saw blade tradentark HardSeBlade` saw blade and HEPA vacuum extiact co NEVER dry sweep - Use wet suppression or HEPA Vacuum a Good: i. Dusrreducing circular saw with a flardieBlade saw blade only use for low to moderate culling) Important Note: For maxinifint protection powest respirable dust productionj,. James Hardie icoommeods alwrays Wig "Best" -level cutting methods where feasible. NIOSH- approved respirators can be used in conjunchon with above cutting practices to further reduce dust exposures. Additional exioosure Information is available at wv'ww.Iameshardie.Com to help you deten nine the most appropriate cottinq method for your lob requirements. If concern still exists about exposure levels or you GENERAL REQUIREMENTS: e These instructions to be used for residential single family installations only. For Commercial/ Multi -Family installation requirements gotodvNw.JamesHardieCommercial.cofn HardiePanelO vertical siding can be installed over braced wood or steel studs spaced a maximum of 24" o.c. See.genemal fastening requirements. lftegularit es in framing and sheathing can mirror through the finished application. James Hardie recommends Installing HardiePanel on a capillary break (rainscreen/furring) as a best practice. Information on installing James Hardie products over foam can be located in JH Tech Bulletin 19 at www. iamehardie.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 HardieWrape' Weather Barrier, a non -woven non -perforated housewrapl , which complies with building code requirements: When installing James Hardie products all clearance details in figs. 5,6,7,8,9,10&11 must be followed. Adjacent finished grade must slope away from the building in accordance with local building codes - typically a minimum of 6";In the first 1 O'. Do not install James Hardie products, such that they may remain in contact with water. HardiePanel vertical siding may be installed on vertical wall applications only- DO NOT use HardiePanel vertical Sid% In Fascia or Trim applications. Some application are not suitable for olorPlus. Refer to ColorPlus section page 3. DO NOT use stain, oil/alkyd 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 exppansion and moisture movement of the product in their design, These values can be found in the Technical Bulletin B " Expansion Characteristics" at www.JameNardie.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" alvay frond corners: Do not nail into corners. joints may also be covered with battens; PVC or metal jointers or HardiePanefVertical Siding Installation caulked (Not applicable to ColorPlus` Finish) (fig. 2). Horizontal Joints Framing must be provided at horizontal and vertical edges for nailing: Provide Z flashing at all horizontal joints fig. 3). HardiePanel vertical siding must be joined on stud, Figure 2 Figure 3 water resistive barrier water -resistive barrier Double stud may be required to maintain minimum edge i water-resrtive water -resistive nailing distances. ?x 4 s ud i! 2 x a stud bather barrier water - re istive homier Figure 1 -stuff -, sheathing HardiePanel I Batten Joint "M" Joint o o vertical siding _water-resistive.bamer keep nalls 2 x 4stud l_ 318" to from panel edges l plate 1 i, / leave apprppnata gap between i'. 3/S"-"'''' a panels, then caulk'' moderate contact Caulk Joint 3 ( Not applicable to ColorPluO Finish) keep fasteners 2" -__, 'Apoly caulk in accordance wdh caulk away from comers manufacturer's written agp ication instructions. t For additional information on HardieWrap Im weaUier Barrier, consult James. Hardie .at`1-866-4Hardle or way.hard)ewrap.coin upper pane Co not 1114 cap Caulk r`` Z flashing . looser panel Do upper pane, not 114"-gapuldecorative hand board lower pane; Figure 4 Recommendat onG When installing Siena 8, provide a double stud at panel joints to avoid' nailing through grooves. WARNING; AVOID BREATHING SILICA DUST lames Hardie* products contain respirable crystalline silica, which Is known to the State df California to cause cancer and isconsidered by IARC and NIOSH to be a cause of cancer from some occupal or i sourrec. 8tealhiog excessive amounts respirable silica dust Gin also cause a disabling and potentiallytatal Irving disease called silicosis, and has been linkedvntfi other diseases, Some stu ieo stiggesl smoking may increase these risks. During installation or handling: (1) woiit,in outdoor areas nth ampfeventilation; ((2) use fiber court Ishears for cutting or, where riot feasible, use a HardieBlade nw blade and dust reducing circularsivv attached to a HEPA vacuum; 3) wain uthersidthe immediate area;_(4) wear a properly-fiftet, N10Sti-approveo dust mask or respirator (e.g. N-95)in accom oce with applicable government regulations.and m2nufacturer instructions to further =imil. respirable silica exposures: During clean-up, use HEPA vacuums or wet cleanup methods never dry swears. For further information, refer to our installation instntclions and Material Safety Data Sheet available at twrwjameshindle. cem or by calling 1-800-9HARDIE (1-a00-942-7343). FAILURE TO ADHERE TO OUR WARNINGS, MSDS, AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH. Ow", HS1236 - P113 1113 CLEARANCES Install siding and trim products in Maintain a minimum 1" compliance with local building code 2" clearance between requirements for clearance between James Hardie® the bottom edge of the siding and products and paths, the adjacent finished grade, steps and driveways. Figure 5 gad Figure 6 siding''y la= 1"-2"'min g Bottom o plate gutter and end cap Maintain a minimum 1" - 2" clearance between James Hardie products and decking material. Figure 7 siding :water iresistive , j barrier i deck material 1„-2" mi joist castling ledger Cp not bridge floors with HardlePanal" siding, Horizontal joints should Always he created between floors (fig. 10), Water- Resistiver Barrier / ITIC;CL Framing Figure 1U Horizontal Flooring' Trim Sheathing fascia HardiePanei° BLOCKED PENETRATIONS . Penetrations such as hose bibs and holes 1 h" or larger Stich as dryer vents should have a block of trim around point of penetration. GENERAL FASTENING REOUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel. Electro=galvanized are acceptable but may exhibit premature corrosion. James Hardie recommends the use of quality, hot -dipped galvanized nails. James Hardie is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing James Hardie products near the ocean, large bodies of water, or in very humid climates. Consult applicable product evaluation or listing for correct fastener type and placement to achieve Specific design wind loads. NOTE: Published wind loads may not be applicable to all areas where Local Building Codes, have specific jurisdiction. Consult James Hardie Technical Services it you are unsure of applicable compliance documentation. Drive fasteners perpendicular to siding and framing. Fastener heads should fit snug against siding (no air space). (fig. A) Do not over -drive nail heads or drive nails at an angle. If nail is countersunk, fill nail hole and add a nail. (fig. B) For wood framing, under driven nails shbuld be hit flush. to the plank with a hammer (for steel framing, remove and replace nail)'. 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 slipped head nails. Snug t Flush 579 Countersunk, fill &add nail Figure fyY A Figure 8 do not under drive nails oo NOT STAPLE At the juncture of the roof and vertical surfaces, flashing and counterflashing shall be installed per the roofing manufacturer's instructions. Provide a minimum 1 "- 2" clearance between the roofing and the bottom edge of the siding and trim_ 2" min. Maintain a 1/4" clearance between the bottom of James. Hardie products and horizontal flashing. Do not caulk gap. Refer to fig.3 on page 1, KICK UT 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 sidewaii. 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 wail before the subfascia and trim boards are nailed in place, and then come back to install the kickout. Figure 11, Kickout Flashing To prevent water from dumping behind the siding and the end of the roof intersection, install a"kickout" as required by IRC code R905.2.8.3 ".,:flashing shall be a min. of 4" high and 4" wide." James Hardie recommends the kickout be angled between 1000 -110' to maximize water deflection Figure 11 steP tlastrin+g s+r-aan an9; nwn5rane ' S w,. Hous—ap PNEUMATIC FASTENING James Hardie products can be hand nailed or fastened with a pneumatic tool. Pneumatic fastening is highly recommended. Set air pressure so that the fastener is driven snug with the surface of the siding. A flush mount attachment on the pneumatic tool is recommended. This will help control the depth the nail is driven. If setting the nail depth proves difficult, choose a setting that under drives the nail. (Drive under driven nails snug with a smooth faced hammer - Does not apply for installation to steel framing). HS1236- P2/3 8113 CAULKING For best results use an Elastomeric Joint Sealant complying with ASTM C920 Grade INS, Class 25 or higher or a Latu 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. DO NOT use stain, oil/alkyd base paint, or powder coating on James HardieO Products. James Hardie products James Hardie touch-up kits are required must be, painted within 180 days for primed product and 90 days for unprimed.100%o acrylic topcoats are. to touch-up ColorPlus products. recommended. Do not paint when wet. For application rates refer to paint manufacturers specifications. Back -rolling is recommended if the siding is sprayed. COLCRPLUS"TECHNOLOGY CAULKING, TOUGH -UP & LAMINATEATE Care should be taken when handling and cutting James HardieO ColofPlusO 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 ColorPlusO Technology touch-up applicator. Touch-up should be used sparingly. If large areas require touch-up, replace the damaged area with new HardiePanelu siding with ColorPlus Technology. Laminate sheet most 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 I APi3I " SIDING AND TRIM PRODUCTS WITH GOLORPLUS`' 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 Oust, dirt, or mildew Repriming is normally not necessary 100% acrylic topcoats are recommended DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardier Products Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application tomperature RECOGNITION: In accordance with ICC-ES Evaluation Report ESR-1844, HardiePanelO vertical siding is recopzed as a suitable alternate to that specified in: the 20062009, & 2012 international Residential Code for One and Two - Family Neliings and the 2006, 2009, & 2012 International Building Code. HardiePanel vertical silting is also retxognimd for application in the following: City of Los Angeles Research Report No. 24862, State of Florida IMN FLik889, Dade County; Florida NOA No. 02-0729.02, U.S. Dept, of HUD Materials Release 1263c, Texas Department of Insurance Product Evaluation EC-23, City of New York MEA 223-93-M, and Califomia DSA PA-019. These documents should also be consulted for additional fnfumation concerning the suitability of this product for specific appiicatiuns: 0 2013 James Hardie Building Products. All rights reserved. Additional Installation infOrmatl0n, TM, SM, and ® denote trademarks or registered trademarks or • James Hardielechnology Limited r , is a registered Warranties, and Warnings are available at ar trademark of James Hardie Technology Limited. www.jameshardie.com HS1236 - P3/3 6/13 Florida Building Code Online https'//www,floridabuilding.org/prlpr_app_dtl.aspx?pal am wGEVX..- w yy In BCIS Horne log In User Registration Hot Topics Submit Surcharge Stats &. Facts Publications FBC Staff 5CIS Site Map Unks Search Product Approval lid USER: Public User P od rc'=fttrnva€ MctYu > 3 m,Ie_ t; nr 9liir ticrn `+Barth p i«ca4..;:,n l t'>'App&a43un Detail FL #k FL12194 R7 Application Type Revision Code Version 2017 Application Status Approved Comments Archived, Product Manufacturer Aluminum Coils, Inc. Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813)249-9743 grahman@aluminumcoilsinc;com Authorized 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 SubcategorySoffits 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 .Fl 1',11.9+4 R7 Gt7I_AI_C SOu:?.4 20i_7, FCsC ival iatinn Re o€t Q4._T4 Soffits Final,p 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:/hv-v"v.floridabuilding,or/pr/pr_app_dtl.aspY?param=wGFVX... ' Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 12/15/2017 12/15/2017 12/20/2017 02/13/2018 FL # Model, Number or Name 12194.1 [ Alumunum Coils Aluminum Soffit Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +80/-90 Other: See Evaluation Report for limits of use. Description Aluminum soffit panels Installation Instructions FL121i94 R7: 11 ALC1 00 ;20i7_FBC Evaluation„Report Q4 T9 S-nffits- INaLlP ( Verified By: Zachary R. Priest PE-74021 Created by Independent Third Party: Yes Evaluation Reports FLI21.5,`}R7 RE ALC15001__4 2017 F6C Eveluatlon_Raport Q T4 Soffits Flna'.pdf Created by Independent Third Party: Yes Back_ Next) it WUs :: FZ4 BIpIr.S.SP ne..RQdC1,_Idlldl.?aS eE..Fl...3Z3.9 Pt<ane:.a50-.48Z-j824 The State of Florida, is an AA/EEO ernployer.,C,pyd9h _2 07-2 1.SSate..4f fwrxla, :: Pnvacy Statement :: Accessibilty..5.1at m n :: ge n d_St@temebs Under Florida law,, email addresses are pubic records. If you do not want your e-mail address released in response to a_pubiic-records request, do not send electronic mail to this entity. Instead; contact the office by phone or by tradtional mail. If you have any questions, please contact 850.487.1395. "Pursuant to Section 455.275(1), Fro rida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Departmentwith an email address if they have one. The emaits provided maybe used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you area licensee under Chapter 45S; P.S., please click hqn, Product Approval Accepts: M Mecry - Credit Garet Safe 2 of 4/13/2018, 7:37 AM Certificate of Authorization No. 29824 17520 Edinburgh Dr` Tampa, FL 33647 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 6" EDITION (2017) Manufacturer: ALUMINUM COILS, INC. Issued December 14, 2017 ` 5001 West Knox Street Tampa, "FL 33634 813)249-9743 www.alum inlLMi ggilsinc 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 Certified Testing Laboratories (TST1577)' CTLA 1847W AAMA 1402 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 PRI Construction Materials Technologies (TST5878) ACIX-008-02-01 AAMA 1402 LIMITATIONS Year 2009 2009 2009 2009 2009 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 1208.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. ALC15001.4 FL12194-R7 Page 1 of 3 This evaluation report is prov ded.for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical. Services, LLC of any productchanges or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. s ALUMINUM COILS, INCCREEKsoffits t-'F Hi' ICAL SERVICIES, L„L, PRODUCT DESCRIPTIONS 3/8" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel: See Appendix D for dimension drawings. 318" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum a -channel. See Appendix D for dimension drawings: Fascia Preformed nominal 0,019-inch thick; 3105 H-14 aluminum fascia. See Appendix:D for dimension drawings. 16" Q4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit panels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in211in.ft. for the 'full vent' configuration and 11.1 in2/lin.ft. and for the `center vent' configuration. See Appendix D for dimension drawings. 1r" FULL VENT tr" CENTER VENT 16", SOLID PANEL 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit panels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in2/lin.ft. for the 'full vent configuration and 4.2 in2/1in.ft. for the 'center vent' configuration. See Appendix D for dimension drawings. a i 2" FULL VENT 12" CENTER VEhrE' 12" SOLID PANEL 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, 6 Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. t`rtrse°° r° G G E N pq,r t 2 017.12.14 No 74021 ( ( 16:21:34 05'00' STATE OF c 0:-' 4 Zachary R. Priest, P.E. O R • C?,s' Florida Registration No. 74021 Organization No. ANE9641 rttl1111» CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation.. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. 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) APPENDIXA-Approved Systems (11 pages) 2)APPENDIX 'B — Installation Drawings (19 pages) 3) APPENDIX C— Design Wind Loads(4 pages) 4) APPENDIX Dimension Drawings (4 pages) 1`.4 12 3 i nis evaluation. report ui provioea toy wate or rlonaa proauct approval under Kuie oyuzu-a. I ne. manufaciurer snau nouryuNittK 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_ z c, CREEKK APPROVED SYSTEMS ALUMINUM COILS, INC Soffits The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 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 INSTALLA"PON 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. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be 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 G 90. Substrate attachment shall be designed by others in FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details areasfollows: a. 12" T4 Soffit— 12-inch o.c. Fastener Fastener Location Location b 12" T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Location Location Location Location c. 16 Q4 Soffit-16-inch o.c. Fastener Loc tion ALC15001. 4 FL12194-R7 Fastener Appendix A designed by others accordance with 1 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. I E. z. CREEK TECHNICAL ERVICES, LLC d. 16" Q4 Soffit-8-inch o.c. Fastener Location Fastener Fastener Location ALUMINUMCOILS, INC Soffits Approved System Numbers and Definitions 10, 5JJ-# Approved Systems for 10.5=inch Soffit Span with-J-Channel at Wall and Eave 12F- Approved Systems for 12-inch Soffit Span with F-Channel and Fascia Ca ` 12J-# Approved Systems for 12-inch Soffit Span with J-Channel and Fascia Cap 12J .- Approved S stems for 12-inch Soffit Span with J-Channel at Wall and-Eave 145JJ4 Approved Systems for 14.5=inch Soffit Spin with J-Channel at Wall and Eave 16F- t# Approved Systems for 16-inch Soffit Span with F-Channel and Fascia Ca 16J_ # Approved Systems for 16-inch Soffit San with J-Channel and Fascia Ca 16JJ-# Approved Systems for'16-inch Soffit Span with J-Channel at Wall and Eave 22.5J, 14_ Approved Systems for 22.5-inch Soffit Span with J-Channel at Wall and Eave 24F-# Approved Systems for 244nch Soffits an with F-Channel and Fascia Ca 24,14 Approved S stems for 24-inch Soffit Span with J-Channel and Fascia Ca 24JJ-# Approved Systems for24-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 iPs Subs#rat J-Channel Substrate J- Channel e Attachment Attachment Three (3) 18 ga.114-inch crown 1-inch leg staples in diamond pattern spaced 24-inch o.c. securing Three (3) 18 ga.1l4-inch crown 1-inch leg staples in 10:5JJ- 1 Max. 16 Wood J-Channel to joists; Wood diamond pattern spaced 24=inch o.c. securing J-Channel to joists; 59.8 inch One (1) 18 ga.1t4-inch crown 1-inch leg staples located in the horizontal leg of the J-Channel spaced One (1) 18 ga.1/4-inch crown x 1-inch leg staples located 12-inch o.c. in the horizontal leg of the J-Channel spaced 12-inch o.c. 15001.4 FL12194-R7 2of11 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 TECHNIC -AL RVI S, LL 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 PO Substrate F-Channel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) min'. 1 314-inch long x One (1) min. 3/8-inch head dia. nail,, One 1 min. 318 x 3/8-inch crown 0,072-inch dia, x min. 3/16- 40 12F-1 16 inch Wood min. 1.25-inch embedment spaced Wood staple spaced 16-inch ox. inch head dia. trim nail 24-inch o.c. spaced 3B-inch o.c. One (1) 14 ga. 518-inch long T nail or One (1) min. 1 314-inch long x Max. 9 ga., min. 5/8-inch long Stub Nail Wood One (1) min. 3/8 x 3/8-inch crown 0.072-inch dia. x min. 3/16- 4012F-2 16-inch Masonry with318-inch diameter head spaced staple spaced 16-inch o.c. inch head dia, trim nail 8-inch o.c. spaced 36nch o.c. Max. Three (3) min. 3/4-inch x.1/4-inch One (1) min 3/4-inch x 1t4-inch One (1) min. 1 314-inch long x 0 072-inch dia. x min. 1/4-inch 48 12F-3 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch O.C. head dia, trip nail spaced 48- 64.2 spaced 24-inch o.c. and securing each panel lap inch o.c.. One (1) 14 ga. 5/8-inch long T nail or One n 314-inchx 1/4-inch1) mi One (1) min. 1 314-inch long x 12F 4 Max. 16-inch Masonry 9 ga.; min. 5i8 inch long Stub Nail with 3/8-inch diameter head spaced Wood crown staple spaced 8 inch o.c. 0.072 inch dia. x min. 1/4-inch head dia. trip nail spaced 48- 48 64.2 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 MCP No. Width Psi) Substrate J-Channel Panel Attachment Substrate Panel Attachment Fascia Cap AttachmentAttachment Max, Three (3) min. 3/4- inch x 1/4-inch crown One (1) min. x 1/2-inch long x 318-inch head diameter One (1) min 3/4-inch x One (1) min: 1 3/4-inch long,x 0.072-inch dia. x min. 1/4-inch 48 12J-1 16-inch Wood staples in diamond screw spaced-16-inch o.c. Wood 1/4-inch crown staple head dia. trip nail spaced 48- 64.2 pattern spaced 24- connecting soffit to J-channel spaced 8-inch 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. r t . 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 Psi Substrate J-Channel Substrate J-Channel Attachment Attachment Three (3) 18iga 1/4-inch crown 1-inch leg staples in Three (3) 18 ga.1/4-inch crown x 1-inch `leg staples in diamond pattern spaced 24-inch o.c. securing diamond pattern spaced 12-inch o.c. securing 12JJ-1 Max. Wood J-Channel to joists; Wood J-Channel to fascia; 70 16-inch One (1) 18 ga.1/4-inch crown 1-inch leg staples One (1) 18 ga.1/4-inch 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 16-inch o.c. 1.2-inch o.c. 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 MpP 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 24-inch o.c. securing Three (3) 18 ga,1/4-inch crown 1-inch leg staples in Max. J-Channel to joists; diamond pattern spaced 24-inch o.c. securing 14.5JJ-1 16-inch Wood One {1) crownx 1-inchann Wood J-Channel to joists; 43.3 thehorizhorizontallocatedinthehorizontal leg of the J-Channel spacedlspaced One (1) 18 ga.1/4-inch crown x 1-inch leg staples located 1 Z-inch o.c. I in the horizontal leg of the J-Channel.spaced 12-inch o.c. I ALC15001 FL12194-R7 4of11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation,_ recommended use, or other product attributes that are not specifically addressed herein. ALUMINUM COILS, INC Soffits Appendix A. Approved Systems for Maximum 16-inch Soffit Span with F-Ghannel'and Fascia Cap WallConnection Fave Connection System Panel MDP 1Va. Width. psfl Substrate F- Channel Attachment Substrate Panel Attachment Fascia Cap Attachment One ( 1) 14 ga. 5/8-inch long T nail or One (1) 18 ga. 114-inch crown x One ( 1) min: 1.75-inch x 0. 072-inch diameter 16F- 1 Max, Masonry 9 ga., min. 5/8-inch long Stub Mail Wood 1-inch leg staple spaced max. finishing nailmin. 3116- with 53..3 12-inch with 3/8-inch diameter head spaced. 44nch o.c. and securing each inch head spaced max. 8- inch o.c. panel lap 12-inch o.c. Three (3) 18 ga.'114-inch crown 1- One (1) 18 ga. 114-inch crown x One (1) min, 1.75-inch x 0072-inch diameter 16F-2 Max.1- inch 12-inch Wood inch leg staples in diamond patter Wood leg staple spaced max. 4-inch o.c. and securing each finishing nail, with min. 3116- 53.3 spaced 16- inch o.c, panel lap inch heads aced p 1.2- inch o.c. One (1) 14 ga_ 5/8-inch long T nail or One (1)min 3/8-inch x 3/8-inch One (1) min. 1 3/4-inch long 16F-3' Max. 16-inch Masonry 9 ga.; min. 518-inch long Stub Nail with 3/ 8-inch diameter head spaced Wood crown staple spaced 16-inch x 0, 072 inch dia. x min. 3116-inch head dia. trim nail 25.6 8-inch o.c. c" spaced 36- inch o.c. One (1) 3/8-inchhead dia. nail, min. One (1) min 3/8-inch x 318-inch One (1) min. 1 314-inch long x 0. 072 inch dia. x min. 16F-4 Max. 16- inch Wood 1. 25-inch embedment spaced 24. Wood crown staple spaced 16 inch 3116-inch head dia. trim nail t25.6 inch o. c: o c spaced 36-inch o.c. One (1) min.1 314-inch long Max. Three ( 3) min. 3/4-inch x 114-inch One (1) min 314-inch x 1/4-inch x 0.0724ch dia. x min. 114- 27 16F-5 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. inch head dia, trip nail 36.1 spaced 24- inch o.c. spaced 484nch o.c: One (1) 14 ga. 5/8-inch long T nail or One (1) 18 ga. 1/44nch crown x One (1) min. 1.75-inch x 0.072- inch diameter 1617-6 Max. Masonry 9 ga_, min. 5/8-inch long Stub Nail Wood 1-inch leg staple spaced 4-inch finishing nail with min. 3/16- 43.3 16-inch with 3/8-inch diameter head spaced o,c. and securing each panel inch head spaced 8-inch o.c. lap 16-inch o.c. Three (3) 18 ga.1l4-inch crown x'1- One (1) 18 ga 1/4-inch crown x One (1) min. 1.75-inch x .072-inch diameter 0 16F-7 Max. 16- inch Wood inch leg staples in diamond pattem Wood 1-inch leg staple spaced 4-inch o.c. and securing each panel finishing nail with min. 3116- 43.3 spaced 16- inch o,c. lap, inch head spaced 16-inch o.c. ALC15001 A FL12194-R7 5 of11 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 eft . L;L.0 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. Attachment Substrate Panel Attachment Fascia Cap Attachment 16J-1 Max. Wood Three (3) min. 314-inch x 114-inch crown staples in diamond pattern Wood One (1) min 3/4-inch x114-inch One (1) min. 1 3/4-inch long x 0 072-inch dia. x 23-5 16-inch spaced 24-inch o.c. crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4 nail spaced 48-inch,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 iPs Substrate J-Channel Substrate J-Channel Attachment Attachment Three (3) 18 ga.1/4-inch crown x 1-inch leg staples in Max. diamond pattern spaced 24-inch o.c. securing J-Channel to joists; Three (3) 18 ga 114-inch crown x 1-inch leg staples in 16JJ-1 164nch Wood One (1) 18, ga.1(4-inch crown x 14nch leg staples Wood diamond pattern spaced 8-inch o.c. securing 32.7 located in the horizontal leg of the J-Channel spaced J-Channel to fascia 12-inch o.c. Three (3) 18 ga.114-inch crown x 1-inch leg staples in Three (3) 18 ga IWinch crown x 1-inch leg staples in diamond patter spaced 24-inch o.c. securing diamond pattern spaced 12=inch o.c. securing 16JJ-2 Max; Wood J-Channel to joists; W°od J-Channel to fascia; 43.3 16-inch One (1)18 ga.114-inch crown x 1-inch`leg staples One (1) 18 ga.1/4-inch crown x 1-inch 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 6 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 throughoutthe 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 TECHNICALLAICAL VIcr , L L 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 Psi Substrate J-Channel Attachment Panel Attachment Substrate J-Channel Attachment Three (3) 18 ga.1/4-inch crown x One (1) 18 ga.1/4-inch crown Three (3) 18 ga.1I4-inch crown 1-inch leg staples in diamond 1-inch leg staple securing the nailer x 1-inch leg staples in diamond patter spaced 24-inch o.c. of each female lock or spaced 16- pattern spaced24-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; t42 1 16-inch One (1) 18 ga.1/4-inch crown x One (1) 18 ga.114-inch crown x 1-inch leg staples located in the One (1) min.1.75-inch x 0.072=inch 1-inch leg staples located in the horizontal leg of the J-Channel diameter finishing nail with min. horizontal leg of the J-Channef spaced 12-inch o.c. 3116-inch head spaced spaced 12-inch o.c. 4-inch 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. Pst} Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap AttachmentAttachment One (1)18 ga.1/4-inch Nominal 1x2 crown 1-inch leg Three (3) 18 ga.1/4- No.2 SYP anchored to staple spaced 12-inch o.c. securing One (1) 18 ga. 1l4- One (1) min. 1.75-inch x 24F-1 Max. Wood. inch crown x 1-inch leg staples in rafter with one each panel lap Wood inch crownx 1-inch 0.072-inch diameter finishing nail with min. 80 12-inch' diamond pattern 1) min.2.25 One (1) min. 1.75-inch leg staple spaced 8'- inch 3l16-inch head spaced 90 spaced 16=inch o.c. inch x 7d ring shank nail x 0.072-inch diameter co,. 12-inch o.c. 24-inch o.c. finishing nail with min 3/1&inch head spaced 4-inch o.c. ALC15001A FL12194-R7 7of11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 5i-aCREEKTF_cHNfCALSERV10Es. 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 Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.114-inch crown x 1-inch leg Nominal 1x2 staple spaced One (1) min, 1.5- No,2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 8024F-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. 3/16-inch head spaced 16-inch o.c. inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga. 114-inch I crown x 1 -inch leg One (1) 14 ga. 518- Nominal I x2 staple spaced inch long T nail or 9 No2 SYP 12-inch ox. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. ga., min. 5/8-inch anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 80 24F-3 12-inch Masonry long Stub Nail with rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 3/8-inch diameter 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced head spaced 8-inch inch ring shank x 0.072-inch diameter 12-inch o.c. O.C. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga. I /4-inch crown x 1-inch 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, 1/4- One (1) min. 1.75-inch Y Max- inch crown x I -inch rafter with one 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 80 24F-4 16-inch 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 3/16-inch head spaced spaced 16-inch o.c. shank nail One (11) min. 1.75-inch each panel lap 16-inch o.c. 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3116-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 611(320,3, The manufacturer shall notify CREEK Technical SeRfices, 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 CREEK4jiTE`vt-3NICAL i" V]cF—S, LL 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 PSG? Substrate' F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) 18 ga.114-inch crown 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, 114- One (1) min. 1.75-inch.x Max, inch x 11 ga. anchored to 16-inch o.c, securing inch crown x 1-inch 0.072-inch diameter 80 2417-5 Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 16 inch roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced 60 16-inch o.c. inch ring shank One (1) mina 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c, x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg 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) mina 1.75=inch x ga., min. 5/8-inch anchored to 16-inch o.c. securing inch crown 1-inch 0.072-inch diameter 24F-6 16- nch Masonry long Stub Nail with rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 60 3/8-inch diameter 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced head spaced 8-inch inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. O.C. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.4 FL12194-R7 9of11 This evaluation report is provided: for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. I TECHNICAL SERVICES, L.L-:C 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 12-inch 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-inch le 9 into the end of the lap inch crown x 1-inch x 0.072-inch diameter 24J-1 12-inch 1) min. 2.25 staples in diamond batten or two (2) min. 2.25-inch x 7d One (1) min. 1.75- Wood leg staple spaced finishing nail with min. 3/16-inch head spaced 60 inch.x 7d ring pattern spaced 16- ring shank nails toe- inch x 0.072-inch 8-inch o.c. 12-inch o.c. shank nail inch o.c. nailed on either side diameter finishing24-inch o.c. of the batten at nail with min, 3/16- each batten/rafter inch head spaced intersection. Max. 4-inch o.c. rafter spacing is 24-inch o:c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga.114- between rafters with inch crown x 1-inch one (1) min. 2.25- leg, staplesecuring Nominal 1x2 inch x 7d ring shank the nailer of each No. 2 SYP Three {3) 18 nail straight -nailed female lock or One ( 4) 18 ga.'/, anchored to ga.1/4-inch crown through the rafter spaced 16-inch o.c. inch crown x 1-inch One ( 1;) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the securing each panel leg staple spaced x 0:072-inch diameter 24J- 2 16- inch 1.) min. 2.25- staples in diamond batten or two (2) lap Wood 8- inch o.c. and finishing nail with min. t53:3 inch x 7d ring pattern spaced 16- min, 2.25-inch x 7d securing each panel 3/ 16-inch head spaced shank nail inch o.c ring shank nails toe- One (1) min. 1.75- lap 16- inch o.c. 24= inch o.c. nailed on either side inch x 0.072-inch of the batten at diameter finishing each batten/rafter nail with min. 3/16- intersection. Max. inch head spaced rafter spacing is 4-inch o.c. 24- inch o,c. ALC15001. 4 FL12194-R7 10of11 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. 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 Psi Substrate J-Channel Attachment Panel Attachment Substrate J-Channel Attachment Three (3) 18 ga.1/4-inch crown x One (1)18 ga.1/4-inch crown x 1-inch leg staples in diamond 1-inch leg staple securing the nailer Three (3).18 ga.1/4-inch crownpatternspaced24-inch o.c. of each female lock or spaced 16- x 1-inch leg staples in diamond 24JJ 1 Max. Wood securing J-Channel to joists; inch o.c. securing each panel lap Wood patter spaced 8-inch o.c. 43.5 16-inch One (1) 18 ga.114-inch crown x securing1-inch leg staples located in the One (1) min. 1.75-inch x 0.072-inch J-Channel to fascia horizontal leg of the J-Channel diameter finishing nail with min. spaced 12-inch o.c. 3116-inch head spaced 4-inch o.c. Three (3) 18 ga.114-inch crown One (1) 18 ga.1/4-inch 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 12-inch o.c. Max. securing J-Channel to joists; inch o.c. securing each panel lap securing J-Channel to fascia; 53.3 24JJ'-2 16-inch Wood One (1) 18 ga.1/4-inch crown x Wood One (1) 18 ga.114-inch crown x 44 4 1-inch leg staples located in the One (1) min. 1.75-inch x 0.072-inch 1-inch leg staple securing the horizontal leg of the J-Channel diameter finishing nail with min. nailer of each female lock or spaced 12-inch o.c. 3/16-inch head spaced spaced 16-inch o.c. securing 4-inch o.c. each panel lap ALC15001.4 FL12194-R7 Page 11 of 11 This evaluation report is provided for State of Florida product approval under Rule 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 TcHMIC:AL SERVICES.. E. L. ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Refer to the APPROVED SYSTEMS section of this; report for additional installation details of a selected system and maximum design pressures limitations. System No. Installation Detail 1fta, 1t4"xt' s4,; W S 24" off. max 4R£ N Eliamond" Patten l iST staples 10_ nZan fi xl y A i St 10: 5JJ-1 & ntsiE 14. 5JJ-1 18ga 114`a1° Staples 24' o c, max, Staple$ 24 ilc. max Diamond` Fatten M 18aa 1.r4" x l" t staple _ 1 o.c, max l Diarnond" Fatted f yf r J- Channel DeiW 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, LLCof 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 SFRVICES, LL System No. I Installation Detail 12F-1 & 12F-2 MIN, 1S" HEAD DIA. NAIL, MIN. 1°,25" EMBENDMENT SPACED 24" O,C. FOR WOOD SUBSTRATES. I'AN. I4GA T-NAIL OR MIN, 9GA; STUB NAiL WITH 3iS" HEAD DiiA., MIL 5iS„ EMBEDIVI&J T SPACED 3" O.C. FOR IMASONRY SUBSTRATES, ASCIA SLIPBOARD FASCIA TRIM SOFFIT MAX. i 2dNCH SPAS! F" CHANNEL STAPLE SOFFIT TO FASCIA BOARD #T50 3/ 8" X 3/8" STAPLE 1v" cO.C, FASCIA LIP 1/4" t--- PAINTED S.S. 1 3/4 TRIM' NAIL MIN. 5 NAILS PER 12' NIECE SOF Fl ( & FASCIA DETAIL ALUMINUM COILS', INC soffits Appendix B ALC15001. 4 FL12194-R7 Page 2 of 1>9 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 TECCP,NiCAL SERVICCES, LLC System No. 12F-3 3/4' X 1/4'---, CROWN STAPLES USING A DIAMOND PATTERN I F- CHANNEL CAN BE INSTALLED WITH THE NAILING FLANGE UP OR DOWN WOOD SUBSTRATE ALUMINUM COILS, INC soffits Appendix B OPEN TAPRAFTER $LES SOFFIT STAPLEDIAMOND PATTERN DETAIL Wtr SEWEEN I STAPLES FACIA BOARD CAP 3/4" X 1/4- CROWN 1-3/4' TRIM NAILA STAPLE '8' ON CENTER PAINTED S.S. 48' O.C. 2 1- SOFFIT- 'E'Rx . - il-'1 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 3" c1-§txiICAL SERVICES, LAC ALUMINUM COILS'; INC Soffits Appendix B System No. Installation Detail Mft 141GA T-NAIL OR fvlt 1. 9G' STUBUB NAIL WITH 3/V HEAD DIA,, IvI t. 5fS" EMBEDNIE dT SPACED S" O C. -=OR MASONRY SUBSTRATES. FASCIA SIIP BOARD FASCIA TRIM 12 F-4 SOFFI i MAX. 12-I1`ICH SPAN FACIA BOARD F" CHANNEL t—3j4` TRIM NAIL PAINTED S.S. FASCIA CAP 3f 4- X 1 /4" CROWN STAP IE 1 i SOFFIT SOFFIT & FASCIA f D ETAI L ALC15001.4 FL12194-R7 Page 4 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 TE:cHNfCAL SF-RvjcF-s, LLC I System No. I Installation Detail I 12J-1 3/4- X 1/4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN co rof f""t 7;sf3` ad Z'Zrcw' WOOD OR BLOCK SUBSTRATE OPEN RAFTER 1-3/4' TRIM NAIL-J PAINTED S.S. 45' OFFIT-max, 2 - i "s ,,, Ein ALUMINUM COILS, INC Soffits Appendix B 3/4" X 1/4" CROWN STAPLE SOFFIT STAPLE FACIA BOARD DIAMOND PATTERN DETAIL FASCIA CAP 3/4- X 1/4- CROWN STAPLE "8' ON CENTER 1-3/4- TRIM NAIL PAINTED S.S. FACIA BOARD FASCIA CAP 3/4- X 1/4- CROWN STAPLE SOFFIT I SOFFIT & FASCIA DETAIL ALC1 5001.4 FL12194-R7 Page 5 of 19 This evaluation report is provided for State of Florida product approval under Rule 6IG20-3. 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. y System No. I Installation Detail 12JJ-1 & 16JJ-2 1Oga., 1W x.I" staple$ 1 " O'C' max A 3fu° staples 24' o,c. Max 4 Diamond" Patten ALUMINUM COILS, INC Soffits Appendix 8 13rua,, 114" x V staple,; 24" o.c. mzx Diamond" Patten arenai. C et*si18 5tapte 9L iC f Gtarnond" Patten r J Jr aa aes in horzontai leg 3'ffam to lap t J-Channei — DFIQ Mt 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 addressedherein. k CREEK T C Nt AL SERVIcEs. LL ALUMINUM COILS, INC Soffits Appendix_B' System No. Installation .Detail n3 L F4 16 ri D 3I , FASCIA BOARD is 'CL r^-^--FASCIA-CAP DPEN RAFTER ="Or flCpl' P.I. 7 i `.,, ,` ' FASCIA BOARD nG E this r H t.` hy. \\ _ 16F- 1 F ' -Mvr SOFFIT & FASCIA 16F- 6 ` i DETAIL FASCIA [ AP: REFER 11 TO SUFEI'T E FASCIA CHANN; L O£ TAR SOFFIT; MAX. 16" SPAN B 4I i MASONRY SUBSTRATE.. ALC15001, 4 FL12194-R7 Page 7 of 19 This evaluation report is provided for Stateof Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein_ ALUMINUM COILS, INC soffits Appendix B System No. Installation Detail MIN. 318" HEAD DIA. NAIL, MIN. 1-.25" I EviBENDMENT SPACED 24" O.C. FOR WOOD SUBSTRATES. IVI(N. 14GA T NAIL OR MIN- 9GA. STUB NAIL WITH 3.18" HEAD DIA., MIN, 518" EMBEDMENT SPACED 3" O.C. FOR MASONRY SUBSTRATES. FAS'CIA SI_EP BOARD FASCIA TRIM SOFFI T 16F-3 & 16F-4 _.F" CHANNEL STAPLE SOFFIT TO FASCIA BOARD #T56 3/6 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 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 SOFFIT STAPLE OPEN RAFTER 1APLES DIAMOND PATTERN 3/4- X 1/4- 1-3/0' DETAILCROWNSTAPLES USING A DIAMOND SETVEEN I PATTERN FACIA BOARD FASCIA CAP 16F-5 L, 3/4' X 1/4` CROWN STAPLE '8" ON CENTER 1-3/4' TRIM NAIL4' jTRIMNAILTEPAINTEOSS. FACIA BOARD 1-3/4' TRIM NAJLJ CHANNEL CAN BE PAINTED S.S. 48' FASCIA CAPINSTALLEDWITHTHEO.C NAILING FLANGE UP OR 3/4' X 1/4" DOWN CROWN STAPLE SOFFIT - 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 productchanges 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 ECHNICAL SE:RVICI= ; L C ALUMINUM COILS, INC soffits Appendix B System No. Installation Detail 1 dirry 3 3 eLx urt FASCIA BOARD' FASCIA CAP CPEN RAFTER I FASCIA BOA-40 , Je16F-2 & E i' SOFFIT & FASCIA 16F-7 DETAILEs FASCIA CAP. P.EFER TO SOFFIT S FASCIA DETAIL 114 1- a13p1§S I S,OffTCr Y:Ak. 16" E SPAN i I , MASQ:IRY--J t. SUBSTRATE I C 3iR urD' F`otlBaa 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. CREEK TECHNICAL SERVICES., LL:C ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEt1 RAFTER 3r8. ' , -? 3/4" .X 1 /4" CROWN STAPLE Olsr SOFFIT STAPLE FACIA BOARD ; DIAMOND PATTERN DETAIL 3/4- X 1/4" CROWN STAPLE "24" ON CENTER USING A DIAMOND PATTERN FASCIA CAP 16J-1 Li—CHANNEL CIA BOARD3/4" X 1/4" CROWN4S,S. STAPLE "8" ON CENTER 1 1-3/4" TRIM NNLj PPAINTEDS.S. 48" FASCIA CAP 0Z, X1/4" WN STAPLE SOMT—max. 26rcl7 sI an SIT WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE DETAIL ALC15001.4 FL12194-R7 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. WECHN1WCALSEE.=#V10ESP ALUMINUM COILS, INC soffits Appendix B System No. Installation Detail OPEN PAFTsa r-l' "bia n 3n" Patten 18ga„ I i " x .I" Staples 1 2" o.r, rna A 16JJ-1 1 aga.,14' Y 1,. slaples 24'. o.c, maa; Diamond" Patten J-Channel Detail B 1P"Ja"17t"'x1" f,ailles a" o.c. max ilamond" Patten Detail A ALC15001.4 FL12194-R7 Page 12 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLCof any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail 22.5JJ-1 OPEN R^LTER I4 ga., IW x 1" staples te` o c, max and 1 ,A" Long x .072" Dia. Trim Nails with 3 16" Head 4" 3ro- ac- max Diamond" Patten 1 Sga.. 114" x 1" staples 12" ox, max 18ga.. 114" x 1' Staples 24" o.c. max J-Channel ALUMINUM COILS, INC Soffits Appendix B 1 Hga., 114" x t" staples 24" o.c. max. Diamond" Patten annel Detall a 1 vg :., 114" x'I' staples 24" o.c, Max DIarnond"Patten f, P 1Sga 1A"x1" f f 5`ti, staples 12' o.c. max Deiail F I 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. x. t. CREEK TECHNICAL SERvicrs, L..LC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail r-- I I Z TRIM NAIL { FASCIA BOARD PAINTED S,S. fy iI`x;".CRO'dN STAPLES USING A D,AaONO ram., t FASCIA CAP SOFFIT PATTERN: REFER TO SOFFIT STAPLE DIAMOND PATTERN 1",J- CROWN STAPLE DETAIL TRIM NAIL `\ FASCIA aaaRO PAINTED s.s. SOFFIT &FASCIA ' V I DETAIL 24 F-1 & 24F-4 Y'r" CROWN STAPLE -- FASCIA CAP; REFER TO SOFFIT 8 FASCIA DETAIL. J \ B. Nominal t fff F-CHANNEL Batten Anchored to SOFFIT; MAX. 2L" Rafters with one 7d -- Ring Shank Nail at every Rafter WOOD 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 warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail. I_I- TR44 NAIL I FASCIA BOARD PAINTED S.S. I+ SMOOTH SHANK V '' . —FASCIA CAP - ROOF NAILS SOFFIT P'-j" .CROWN STAPLE t t f" TRIM NAIL \ FASCIA BOARD PAINTED S.S. SOFFIT $ FASCIA 24F-2 & DETAIL 24F-5 i 1"0' CROWN STAPLE FASCIA .CAP; REFER TO SOFFIT S FASCIA DETAIL Nominal 1"x2" SYP Batten Anchored to SOFFIT; ttAX. 24" F-CHANNEL Rafters vIIh one 74 Ring Shank .Nail at every Rafter WOOD SUBSTRATE ALC15001.4 FL12194-R7 Page 15 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are:not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail t }" TRIM NAIL _ 1 FASCIA BOARD PAINTED S.S. 6A T-NAILS FASCIA CAA CROWN STAPLEti r I t TRIM NAIL `. .•-• FASCIA BOARD PAINTED S.S. I, SOFFIT & FASCIA 24F-3 & ! DETAIL 24F-6 - I"x}" CROWN STAPLE FASCIA CAP; REFER TO SOFFIT & FASCIA DETAIL Nominal I"xT' SYP Batten Anchored to SOFFIT; MAX. 24" F-CHANNEL Rafters with one 7d Ring Shank Nail at every Rafter MASONRY I i ALC15001.4 FL12194-R7 Page 16 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. F r CREEK TF-Ct- LAICAL SERVICES, I. LC ALUMINUM COILS, INC soffits Appendix B System No. Installation Detail 4\~ 1 f" TRIM NAIL S l FASCIA BOARD PAAITED S.S, 1'x" :CROWN y - STAPLES D ,- FASCIA-CAP USING A DIAMONSOFFPT - PATRN;, I.x" CROWN STAPLE REFERLE STAPLECANTILEVERED 1 SOFFITRAFTERAI' AMOND PATTERN ` DETAIL , FASCIA BOARD 1TRIM NAIL SOFFIT & FASCIA PAINTED S. S, DETAIL 24J-1 24J-2 j r r 7" CROWN STAPLE T FASCIA ; AP; REFER TO SOFFIT 8 rh5{IA /r DETAIL \ Yorr nal I". 2' SYP batlens a scabbed be. sveen re't and SOFFIT; MAX. 24" J-ffiAfl? iEL ,cur wsth diie () 7d ring. nar6 nail stra;gtll t3!ed ihrda h the radar Into We and WOOD SUBSTRATE of We batten or lwo (2) 7d ring stiark nails lee -nailed on 01"(1. 1"de of the batlem atthe- battenlrader inierseclibn - / 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. 3a CREEK TECHNICAL SERVICES. LLC ALUMINUM COILS, INC soffits Appendix B System No. Installation detail 18ga., 114" x 1" fie —OPEN RA.f'n'::R UIamond'" Patten 24JJ-1 B r 71 18 Via,, 1 ' x ;'staples may: and 1 '-Y4' Long x .072" L1ia. I rir„ NSAs wi=.h V113` Ne=-d e.c. max 1a" A Diamond" Patten l8ga., IA" x 1' Staples 1 ?" u,e_ max Detail 8 annel 18ga., 114" x 1,. staples 24" o.c. max Mja_'[ rq. x 1" staples V 0 0, raa; it r X J-Channel 00ail r, ALC15001.4 FL12194-R7 Page 18 of 19 This evaluation report is provided for State of Florida product approval under Rule 61 G20-1 The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use; or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERViCEs, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 8ga ., 114'x 11' staples 24"o,c. may OPEN RAFTER "Diamond" Patten 18ga., I Wx 11" staples 12" o:c. max B A 18 oa.., 1/4" x 1 staples 16" o..c-, max and 13/41' Lang .072" Dia. Trim J-Channel Npil-s with 3116" Head 4" 30 D.C, max Detail B 24JJ-2 18ga., 1 i4" x 1 1 8ga" 114' x I" staples 24"D.c. max staples I -r' ox, max Diamond' Patten Diamond'' Patten ti 18 ga'. If,`x 1 staples in horzontal to lao J-0hannel Delad A ALC15001.4 FI-12194-R7 Page 19 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. ALUMINUM COILS, INC soffits Appendix C DESIGN WIND LOADS 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 L, 11, 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-ft2 or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Kd = 0.85 7. Vuit is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3-ft. ALC15001.4 FL12194-R7 rage i or 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, L4L C ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Ex osure"B Building Type Zone:' Mean Roof Height ft... Basic Wind Speed mph) 120 130 140 150" 1.60' 170 180 190"'" 200 20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42 2 46.8 25 16.9 19.8 22.9 26.3- 30.0 33.8 37.9 42.2 46.8 30 16.9 19:8 22.9 26.3 30.0 33.8 37.9 42:2 46.8 4 40 18.3 21.5 249 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 Enclosed 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Negative 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 Loads) 25 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 30 20.8 24.4 283 32.5 37.0 41.7 46.8 52.1 57.8 5 40 22.6 26.5 30.7 35.3 40.1 45.3 50.8 56.6 62.7 50 24.1 28.2 32.8 37.6 42.8 48.3 54..1 6Q3 66.8 60 25.3 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1 20 10.8 12.7 14.7 1&9 19.2 217 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30,0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 4 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 19.5 222 25.1 28.1 31.3 34.7 Enclosed 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 Loads) 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30,0 5 40 11.7 13.8 16.0 1 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 17.8 20.5 23.3 26.3 29.5 32.9 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. ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure C Building Type Zone Mean - Roof Hei ht. (ft) Basic Wind Speed m h 120 130 140 150 160,170 180 190 200 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5 4 40 25.0 29.4 34.1 39.1 44.5 50.2 56.3 1 -62.7 69.5 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 Enclosed 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 Loads) 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 30 29.1 34.2 39.6 45.5 51.8 58.4 65.5 73.0 80.9 5 40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 77.5 85.8 50 32.4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9 60 33.6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 93.2 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 4 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 Enclosed 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48A Positive 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 Loads) 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 5 40 16.0 18.8 21.8 1 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 ALC15001 A 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. 2 CREEK TECHNICAL. SERVICES, L C ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures'for Soffits in Exposure D BuildingMean Type Zone'Roof Hei ht .ft Basic Wind Speed mph 120 130 140 150 160 170 180 190' 200 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 4 40 29.4 34.5 40.0 45.9 52.2 58.9 66.1 73.6 81.6 50 30.6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9 Enclosed 60 31.5 37.0 42 9 49.3 56.1 63.3 70.9 79.0 87:6 Negative Loads) 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 39.1 25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 814 92.4 30 34.5 40.4 46.9 53.8 61.3 69.2 77.5 86.4 95.7 5 40 36.2 42.5 493 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 87.6 976 108.1 20 16.7 19,5 22.7 26-0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 270 30.7 34.7 38.9 43.3 4&0 30 17.9 21.0 24.3 27.9 318 35.9 40.2 44.8 49.7 4 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 Enclosed 60 20.2 23.7 27.5 31.6 35.9 40.5 45A 50.6 56.1 Positive Loads} 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 27.0 303 347 38.9 43.3 48.0 5 30 17.9 21.0 24.3 27.9 31.8 35; 9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 1 40.5 45.4 50.6 1 56.1 ALC15001.4 FL12194-R7 Pape 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 6IG20-3. 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, Lf_..0 3/8" F-Channel 3/8" J-Channel 3/4" 1/B" HEM 3/4" 3/8" ISOMETRIC VIEW 3/8" PROFILE ISOMETRIC VIEW _ 3/8" PROFlLE ALUMINUM COILS, INC Soffits Appendix D ALC15001.4 FL12194-R7 Pagel 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 aftributes that are not specifically addressed herein. Fascia CREEK f'EcHNICAL SERVICES, L LC 1/8" HEM 5 3/4" I 7 / 8" -— 6" FASCIA 7" BLANK 1/4" ISOMETRIC VIEW ALUMINUM COILS, INC soffits Appendix D ALC15001.4 FL12194-R7 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule .61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or qualify 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 EcHNtCAly, Sizes, LL. 16" Q4 Soffit 18" BLANK 3 / 8 PROFILE 1 10 L1 U--- I n L1 L N ALUMINUM COILS, INC Soffits AppendixD 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. 2 CREEK TEcHNICAL SF, RVICES, LLC 12" T4 Soffit ALUMINUM COILS, INC Soffits Appendix D 1/8"3 1/811 7/8" 3 1Y8` 5/16" 112' 112" 1/2" r 18. 3/4j' 13,75" BLANK 3/8" PROFILE END OF REPORT ALC15001.4 FL12194-R7 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that,are not specifically,addressed herein. Florida. Building Code Online https://www.floridabui lding.org/pr/l)r_app_dtl.aspx?param=7,,vG EVX... ate t UP 1A b a s g . .",. x SCIS Horne Log In User Registration Hat Topics- SubmitSurcharge Stats & Facts Publications FBC Staff ', BCIS Site Map LinkS ,,, Search bProduct Approval pi USER: Public User dt' rq aW ; A tEI. vac , r) > Product:or A <a iQrzap c,h > .Aj lE.at?n..Li t > Application Detail x FL # FL7006-R10 Application Type Revision Code Version 2011 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) TKO' Industries, Ltd 40 Hansen Road South Brampton, NON -US L6W 31-14 708). 49672800 Ext 200 rmetzOO1@tampabay. rr.com Robert Metz rmetzGOI@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@iko.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 l of3 4/13/2018, 7:41 AM. Florida Building Code Online llttps:/r'vww.floridabuilding.org/pr/pi _app_dtI.aspx?param=wGEVX.,. Equivalence of Product Standards Certified By Product Approval Method Date" Submitted Date Validated Date Pending FBC Approval Date Approved Method 1. Option A 10/08/2017 10/30/2017 11/01/2017 FL # Model, Number or Name `< Description 7006.1 Cambridge, Cambridge HD, Laminated architectural fiberglass asphalt shingle Biltmore and Bilkmore HD manufactured at IKO's Kankakee, IL; Hawkesbury, Ont.; Wilmington, DE; Sylacauga,AL and Toronto, Ont. plants Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact, Resistant: N/A Design Pressure: N/A Other: 7006.2 Hip and Ridge 12 Cap Limits of Use. Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 6.3 Leading Edge Plus Asphalt Shingle Starter Strip Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant. N/A Design Pressure: N/A Certification Agency Certificate. FL7006 R10 _C._..CAC-L ttcr_ A(Pi?St61..:lett_er_ 9-26-2017) from F pjdf FL70.06 Ri43C CAC Letter , A M D2 2 letter.. FI f 30 R10 _C;_-CAt--Let. e. .r...AS`l:M EI%ijctte __ 9 26-,7.017),pdf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions r17006 R10 TI.1IK0-187-0201 LQw ter - Installation I t5tarcn iosfna;_rB FL7046.pdf ... Verified By: ©uc T Nguyen 65034 Created by, Independent Third Party: No Evaluation Reports Created by Independent Third Party: This is a 12" x 12" fiberglass asphalt shingle used to cover the hip and/or ridge of an asphalt shingle roof system manufactured at.IKO's Kankakee, IL, Toronto, Ont. and Brampton, Ontario plants. Certification Agency Certificate. Fi70016- R.10 C Ct,Q-A SM D 3.462 „Chinch letter Sur e l.ianee Auddt Location (6-282017):.pdf fi_7006 Rio C_c_AC._Letter - ASTIM D3161_lette_r__ 9 ?6=? 417,)_from (h1-pcff FL7006 R10-, C_CAC Letter ASTM D"3462_letter - 9 ?6 , 201AZpdf FL7006 i?. 10_C _CAC Letter AST_ii ElOt; letter. 9 26- 2017L.0f Quality Assurance Contract Expiration bate 12/31/ 2020 Installation Instructions FL70Q6_R10 1I H€ rclri d Reap SFrindIe._InStallak on In trurtions.,, p FL7006 RIQ_.. Il IKO___112fi7_D? 0! Letter_-Iristallgtidn Instructions for FBC FL7006.0df Verified By: Duc T Nguyen PE 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: One piece fiberglass asphalt shingle used as a starter strip at the bottom of a roof system manufactured in Brampton and Hawkesbury, Ontario plants Certification Agency Certificate FL70. R10_ G_CAC _Letter ASTM 13 161. letter -. 9,26 Zn17} from FNt.pdf FL700 )i_ RIO C_CAC_Lettc r A TP9 r>3 62, leLLer: 2 of 3 41113/2018, 7:41 AM Florida Building Code Online https://www.floi-.idabuilding.org/pr/pr app ettl.aspx?param=wG VX...' `. Outer: FL70.0..:6 t2I4.._C:..CAC Letter- A TPj Ei„09_ieci'e _ 9-25mm2017 oaf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions tlelf [36 R10 II IKO 167, 0:2_-01 Letter fn_Gtailt`tlori Instructions ftrl .F BC F170Q5.pdf FL7.00..6 F1i0 %I:_Poafn4 Prudu ts. L aaln_g. dGe-PlSas"_ Apt lication-EN.( )Pd - Verified By: Duc T Nguyen PE 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 7006.4 Marathon Plus AR, 5uperglass Plus 3 tab fiberglass asphalt shingle manufactured at IKO's AR j Brampton, Ontario, Hawkesbury Ont., Toronto, Ont.; j Sylacauga, AL and Kanakakee, IL plants Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Certification Agency Certificate FI-7006I?1QC CAC Letter ASTM D3.16,iletterr- C9.2.6-201,7) fi-orr FM,_Ixdf FL7046 R1Q_G_ i 1C ,L tter, AS;1T4 D3462 letter_- 9 26-2017).pdf FL17-0Q6 ,RIQC.. CAC Letter - A_510_E1fi£: lettoe 9-2j5-2017).paf Quality Assurance Contract Expiration Date 12/20/2020 Installation Instructions FL.oQs_ata_.. irc.iaT tea o.::.1ettPr_.rrLStaliali n I skructions for Ftil__FL7Di}.pdf Verified By: DucT Nguyen 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: Bade INext 1 qp ect Us 2601. Blair Acing! Road 7aliphpssee FL 323.99 Phone_850_487-1824 The State ofFlnrida Is an AA/EEO employer. ropyfightt 2007-2013 State of Florida::: Pnr ,ac 6..idt?m_nt :: AecessiblFM Statement Refund,S fatemert Under Florida taw, email addresses are public records. if you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead; contact the office by phone or by traditional mail. 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 emailaddress I they have one. The emails provided maybe used for official communication with the licensee. Howeveremail addresses are public record, If you do riot wish to supply'a personal address, please provide the Department with an email address which can be made available to the public. To determine ifyou area licensee under Chapter 455, FS., please click here . Product Approval Accepts: E: ® t:rcei. Credit Card Safe 3 of 3 4/13/2018, 7:41 AM 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 2013-42-rev07/13-Florida) 2) IKO LaminatedShingles 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-2013-0$_reformatted 2013-08) 4) IKO Leading Edge Plus Shingle Application Instructions EN- 3LEP-Tri-2012-I)6 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: Signed._, Brad Grzybo}aslti Duc T- N u gg Managing Dfirector FloridaRegtsfered Professional Engineer P. E. Number: 66034 Date: October 21, 2017 Date: October 27, 2017 Attachments: A) IKO Shingle Application Instructions - 3-Tab B) IKO Laminated Shingles Application Instructions C) IKO Hip and Ridge 12 Application Instructions D) IKO Leading Edge Plus Application instructions IKO- 187-02-01 PRI Construction Materials Technologies, LLC- 6412 Badger Drive Tampa, FL 33610 Tel: 813-621-5777 Fax: B13-621-5840 e-mail: matenalstesUng@pdcmt.com WebSite: htlp://www.pdcmt.com IKO Installation Instructions for Asphalt Shingles Page 2 of 5 iK® Shingle Application Instructions — 3-Tab Shingles ASTM D3161, Class F — IKO Marathon 25 AR and CRCSuperglass M25AR) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONDUCTION 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 t Iz t t._ Ill ^ Ni y. SEALING STRIP NA4LS 3 NAILS i'iOo NOT NAIL INTO OR ABOVE THE SEALING STRIP PRI Constructon Materials Technologies; LLC. 6412 Badger Drive Tampa, FL 33610 Tel: 813-621-5777 Fax: 813-621-5840 e-mails materialstesting(ajpricmt.cnm Wel>Site: http:/Maww.pdcmt:com IKO Installation Instructions for Asphalt Shingles Page 3 of 5 Ili(O 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 or3/4" 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,shinglesurface. 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". 6 3i NAILING -STEEP SLOPES APPLICATION Use six nails assho,,+im. NAIL LINE PROPER APPLICATION REQUIRES THAT THE NAILS PENETRATE BOTH THE OVERLAY AND UNDERLAY PORTIONS OF THE SHINGLE PRI Construction Materials Technologies, LLC. 6412 Badger Drive Tampa, FL 33610 Tel 813-621-5777 Fax: 813-621-5840 emall: matedalstesfing@pricmt.com WebSile: hflp://www.pdcmt.com IKO Installation Instructions for Asphalt Shingles Page 4 of 5 IKO Hip and midge 12 Application Instructions ASTM D3161, Class F — IKO Hip and Ridge 12) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE.. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. Cut hip and ridge shingles into thirds, using the perforation marks as a cutting guide. These shingles are designed for a 5 1 /8" (130 mm) exposure. (For a neater appearance, the top of each side of each piece has been factory trimmed on a 1" (25 mm) taper (see drawing). Bend each piece over the hip or ridge, and nail 5 5/8" (143 mm) above the butt edge 1" (25 mm) in from each edge, exposing each piece 5 1/8" (130 mm). Apply hip pieces starting at the lower end of the hip, working up toward the ridge, On hip roofs, apply ridge pieces starting at each end, meeting in the middle. On gable roofs, apply ridge pieces starting at the end opposite to the prevailing wind direction and continue to the other end. Note; To obtain a three-dimensional effect, (which is recommended, but not required), apply hip and ridge shingles double thickness by stacking 2 pieces on top of one another, the lower piece extending about 3/4" (19 mm) further than the top piece (see diagram). The final shingle should beset 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 BEAPPLIED PROPERLY. THEYARE 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. AFER CUT PRI Construction Materials Technologies, LLC. 6412 Badger Drive Tampa, FL 33610 Tel: 813-621-5777 Fax: 813-621-5840 e-mail matedalstesGng@pricmt.com WebSite: http:1Mmv.pncmt.00m IKO Installation Instructions for Asphalt Shingles Page 5 of`5 I4 Leading Edge Plus Application Instructions ASTM D3161, Class F — IKO Leading Edge Plus) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE -APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN, 1. Apply any underlayment, eave protection, valley flashings, or drip edges to roof deck as required 2. Each 39 3/8" x 13 1/4" (1000 mm x 336'mm) IKO Leading Edge Plus strip is perforated lengthwise for separation into two (2) shingles. Take one I KO 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 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. Rotatethe 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'114" (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" (2c mm) into boards. Use 4 nails per shingle placed 3" to 4" (75 mm to 100 mm) from the gave edge and approximately 1" and 13" (25 mm and'330 mm) 'in`from each end. 6. Apply full-length IKO Leading Edge Plus shingles to the remaining eave edges of the roof deck. Install the shingles granule side up with the factory applied sealant adjacent to the eaves. The shingles should overhang the rake edge and eaves by,a nominal 1/4" (6 mm) minimum. Fasten the shingles to the roof deck with nails located 3" to 4" (75 mm to 100 mm) from the eave edge, 4 nails Per shingle. 7. Apply roof shingles as per the instructions printed on each product's package. Make certain the first course of field shingle lies flush with the edges of the fastened IKO Leading Edge Plus.. In this way, the sealant on the IKO Leading Edge Plus shingles will adhere to the first -course field shingles and help keep them from lifting in high winds. PRI Construction Materials Technologies, LLC. 6412 Badger Drive Tampa, FL 33610 Tel: 813-621-5777 Fax: 813-621-5848 e-mail: materialstestirg@pncmt.com WehSile: httpi/Awm.pricml,com Florida.Building Code Online https://www.fioridabLtilding.of-g/pr/pr^app_dtl.aspx?parain=u GEVX.,.` BCIS Home Log In j User Registratron ? Hot Topics Submit Surcharge ', Stats £. Facts { Publications FBC Staff BCIS Site Map Inks Search ' b t UOd f L17-mo Product Approval' USER: Public user' rgtlu;t:: P.pp dal Menu > Product or kGPI.Sa.S?44.> 3iap=-tNlis.t.> Application Detail NEWFL 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 Ext115 Steven@Wari-iorRoof!ng.net Authorized Signature Steven Crew Steven@Warric)rRoofing.net Technical Representative Steven Crew Address/Phone/Email 3050 Warrior Road Tuscaloosa, AL 35404 205) 553-1734 Ext 1024 Steven@Wa rriorRoofing, 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 Expiration Date 10/05/2021 Validated By Jesus Gonzalez, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL234. 6 R7 CJtPftl CMT'._Ceat cP_I1]GeP?Ild f ce phi; Referenced Standard and Year (of Standard) Standard ASTM D226 ASTM D4869 Year 2009 2016 Equivalence of Product Standards Certified By Approved Testing Lab FL234fi_,P7 ,Facrv_FBC,201 ,_`tang rds iaidaiencY.,.pdf 1 of 2 4/ 13 /2018,, 7:44 AM Florida Building Code Online https://www.floridabuilding.org/pr/pi_app_dti,aspx?param-wGE VX... Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved FL # Model, Number or Name 2346.1 #15 and #30 roofing felt Method 1 Option B 01/17/2018 01/17/2018 01/17/2018 04/10/2018 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ. Yes Impact Resistant: N/A Design Pressure: N/A Other: Primary roof covering should be Installed immediately after felt. Roofing felt is not intended to bean unprotected weathering surface. 2346.2 1 15w and,30w roofing felt Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: 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 he an unprotected weathering surface. Description ASTM D 226 Tested Installation Instructions FL2346_R7 Ii, Instalatioitn_#ructlons.pdf Verified By: PRI Construction Materials Technologies, LLC Test Reports FL2346R7 TR_15A iest,_R polj p f FL2346 R7_i'R 30A Test Re port.pdf ASTM D 4869 Tested Installation Instructions Ft.. 46_R7ttandns . 1-Instailatructions. pcf Verified, By: PRI Construction Materials Technologies, LLC Test Reports FI? 346 R7 TR_15w Te :t, Per b t;pdf FL2346 117_TR 30+e ,est_€teport..pdf Badc l". ANext Contact_ U5 :: 2Sz9:1..111aic.5tone Read, TaPahaSs EL 32399 PhnneL135.Qr43.7. 1_824 The State of Florida is an AA/EEQ empbyer.:.co.pyiight QZJQS State_oL.Floi da...:: pun,asy: Statement.;: 8cre9Sibility_S.tat..e !.£nL .RefjMd.Stale:[Rent Under Florida law, email addresses are public records. If you do not wantyour e-mail address released in response to. a public -records request, do not send electronic . mail to this entity. Instead, contact the office by phone or bytraditional mail. if you have arty questions, please contact 850.487.1395. *Pursuant to Section 455,275(1),- Florida Statutes, effective October 1, 2012,.licensees licensed under Chapter 455, €.5. must . provide the Department with an emall address if they have one. The emaits provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please ckk here . Product Approval Accepts: r < E M Fz,tzcF. Credit Card Safe K tp03 5. of 2 4/ 13/201.8, 7:44 AM tT.A OR.o ROOFING MANUFACTURING r P. O. BOX 40195 • TUSCALOOSA, AL 35404 a PHONE (205) 553-1734 a FAX (205) 563-1755 193 LEROY ANDERSON ROAD a MONROE, GA 30655 o P HONE (T70) 207-0695 • FAX (T70) 207-0775 323 DEVELOPMENT AVENUE • CHAMBERSBURG, PA 17201 w PHONE (717) 709-0323 a FAX (117) 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. 'ay 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 bottom and overlap each subsequent. length a minimum of two inches as you move up the valley to insur prizper water shedding. L 4 ' d r• 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 Apphcation 'N,'o: D0CL1111211tC-(l CWIStFUC6011 \'alLie: S —ic —20L Job Address: A-19 liistoric District: yes o Parcel 1.1): Lcov t "'o ke icleritial 0111- comnierci2l F-1 TypeofN),ork: NeNvQ Addition R— Alteration Repair DenioD C:Imn2eofus:-D mo,F—I f NN' I - Description 0 0 1' f: 1II - 1 — i - C--! fl j i QT1- 2-coA plan Rey ietiN Coil..;, act Person: 1: Title: Phone: X: Email: Property Ov.m=-r- Irform2tioirl SowA(f S tree R e s :1 c! n t C.-If p i - o p E. ;- ty cir-'. t Z i T): Crcmr.C,10,- C-- -7 7p IX: cii-. st.a.- Zip: Xch(!cct,!E: n a :1 in : =-ar IT, o r r 12 z ic f kl ltreet: -- i 'St. 2'17): L) To WXN[rl: VOL AILUi'l" TO I--,, F, CA N(.-)I-icE ()I- C"-IENCE)IEX-f" )1AN il;7 S ','I T IN )'0 i-, 11 "' PO % T E V1 < TO ITO"E' T1- A NOTIC. E OF CCOLMENCi T I ICEfC.) I i V [NC; N! U\ c j, r) '-\ N!) PU T F D ON T E J SITE: F-1-0;"l- Tlit1*1\-. J. 1 T I NSi'E CT I C I F N L: I N TE I D TO [N: T:\NCING. Co'"> ULT VITF:f )-(A--! L (7)'' AN AIT"DI:NIFN f!F1.-J--(--);f-:' P.F1C-'(--)"'!')J-X( A?) I I d A A I OTI C E: In add id o n, r4, tillr)t -, -, " -,: C, and, 111 re a4:2'fricv,! -z! 1 0- If PUIitj:: C 1 21 O'n di, ;.Ct-s, StLc or fcd!eFal C-3\ E, sudi aS 1. l, P m,.it. k. vL;; 'Cz::oil fl-,-tf I %% ill 1-06 v th0.1% Zfi- C. 1.Fioiid,! Li-;,, FS Ci Y 0 ' So-d rL,,,pl'i --s 1,2-, of 2 p! rz-z a, il!,L ubn-t::-,21 A cop-, oi L-t_ eXQ'CL!tt(I rn-IL j -)b ThL, a-tu"d C': \,-Ilue will 1,, i7i n,:%,d -fJ oi-. lil- cu:-i-L"-, ]CC Va,u:!rio- Ta,!- i-n ef-' a7 t' 1 lo'ca., 5, 1 17 L: f 2-fti:!i vah;- 4i7 %vill bo --h-4 E-, %-,w- f Fu-11, ONN"NEWS I certify t1mi all oft',ic 1'01-e i I- i f) I ( I I iauio c""lle "i1c] th' I ',Ill Nvork NNM be C"Oric incompliqlicewirl' "I'll 2PP!'Ck1ble 1--I" 2 - , -, (ja,: -, -, 2,- Al - " -. ID BELOWIS FOFI OFF' Ct t, S-E C -u i I n C L' )Cc L.— I S "! [-I of H C, 1 T 'I C :1 n hl, C 1 C - of 111n; 7 j: f D L'zfi 14q CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ Historic.District: Yes F]No Job Address: Residential Commercial Pa reel ID: El lTypeofWork: New, Addition AIitcyatignEl RepairEl bemoEl Change of use.0 move 11 r Description of Work: Nurnio 76-,( Plan Review ColitaCt Person: Title: Phone: Fax: Email Property Owner Information Name Phone: Street: Resident of pr'opetq?': City, State Zip:., Contractor Information, Phone: J Fax: Ci3 t! i State Lieense No.: ty, State Zip: jc-vd I , Arch it6ct/ 8n, g i nee r Information Phone: Name,- Strelet:, — 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 ECTION. IF YOU INTEND TO OBTAIN RECORDED AND POSTEDONTHEJOBSITEBEFOREITHEI FIRST INSP 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 regulano' conellsstrP001s, uction in this jurisdiction. Iunderstand that a separate permit must be secured for electrical work,_ plumbing, sigtins, ..w, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 511, Edition (2014) Florida Building Code Permit Application Revised: June 30, 2015 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable: o this property that may be found in the public records of this -county, and there may-be,additi6nal permits required from other governmental entities such as water management di I stricts, state.agencies, or federal agencies. A,cceptAnce of permit is verification that'l will nofif ,of the requirements of FloridaytheownerofthepropertyLienLawjS713. 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 char6e and will be consideredfhe estimated construction val,ue,,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 , me 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. 5i.-Rature,oj`,0wnertA.-qnt Date Prinh-ON' Si. DateNotajy-Statc of Floiida ownef/Agent'is 'Personally known to Me: or, Produced ID Type of ID Sig-f6ture 6'K%l;-gCtor/Agent Date L--- L Print,Contractor/Agent's Name ontr40fQr/Age)Rtr is, Persondily., Produced I--7Type-:of IDD 112am—I I i I 1, 04 11"AJ"P.- FF120855, Permits Required: Building ElettrioalFj MechanicaIF] PlunibingFl GasF] RoofEl Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg,: Min —Occupancy Lead: # of Stories: New Construction:, Electric - #,of Amps_ , Plumbing - # of Fixtures Fire Sprinkler Permit: Yes FINJI APPROVALS I : Z01,41NG: ENGINEERING* COMMENTS: of :Heads Fire, Alarm Permit. Yes No UTILITIES: WASTE WATER:, FIRE: I I BUILDINQ., Revised: June 30, 2015 Permit Application U mou''ONIOVERSAL UES Project No: 0110.1700817.0000 Workorder No: 9405960-2 ENGINEERING SCIENCES Report Date: 9/20/2018 Consultant 1 G 1; 1sn. eotec inica Engineering • Environmental Sciences Geophysical Services • Construction Materials Testing • Threshold Inspection Building Inspection • Plan Review • Building Code Administration 3532 Maggie Blvd, Orlando, 32811 • P: 407.423.0504 • F: 407.423.3106 In -Place Density Test Reoort dent: Park Square Homes 5200 Vineland Road, Suite 200 UES Technician: Sammie Edwards Orlando, FL 32811 Date Tested: 09/20/2018 Project: Wyndham Preserve, House Lot Testing East Lake Mary Boulevard & Brisson Avenue South, Sanford, Seminole County, FL 32773 Area Tested: 3969 Knight Herron Drive (Lot #194) Material: Fill Reference Datum: 0 = Top of Fill Twe of Test; Field: ASTM D-2937 Drive Cylinder Method Laboratory: ASTM D1557 Modified Proctor The tests below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry riPncity Test Maximum optimum Field Dry Field Soil Fill No. Location of Test Range Density pcf) Moisture Density Moisture Compaction Depth inch) Pass pcf) toot or Fail 6 North West Corner of Pad 0-1 ft 106.8 10.6 103.9 6.0 97 N/A Pas: 7 South West Corner of Pad 1-2 ft 106.8 10.6 108.3 5.3 101 N/A Pas: 8 South East Corner of Pad 1-2 ft 106.8 10.6 105.5 7.1 99 N/A Pas: 9 North East Corner of Pad 1-2 ft 106.8 10.6 109.1 4.5 102 N/A Pas: 10 Corner of Pad 2-3 ft 1 106.8 10.6 103.3 6.7 97 N/A Pas: KemarKs: At time of testing, footings had not been excavated. All tests were performed on the inside of Pad Area. r +-+.f;'A ,„„+..../ ,....+.....+ +.. ++. n -14 n...nn h.n o11 ro-4. ——J,—;++orl _ ..n..fi,4—f;ol mm-h, of __ nl;_#, _4 N DESCRIPTION AS FURNISHED: Lot 194, WYNDHAM PRESERVE, as recorded in Plot Book 81, Pages 93 through 102 of the Public Records of Seminole County, Florida. BOUNDARY FOR/CERTIFIED TO: Park Square Enterprises, LLC (a Delaware Corporation); Winderweedle, Haines, Ward & Woodman, PA; Attorneys' Title Insurance Fund; Bank of America LOT 205 LOT 206 S 00R16'57" E LOT 204 60.00' LOT 194 31.60, 31.80' 31.80' 31.80' 9 oh 1 s" ti°•toQ 10.00' 1.3" _ 14.0' 10.00' 0 0 0 9 14.7 r w w O O ^ O 00OFORMBOARDFOUNDATION y, l LOT 195LOT193TOF= TOP OF FORM zt hFORMAVERAGE= 24.09' "1 1P r 14.0' 10.00' r 6 cry 70 o', rya OQ rp 0. 1C0.00" 20.T 7 35.87' 1 25.20' 25.20' f0' UTIL. ES., 263.85_ P.C. TF. --- ------- S 00R1657" E 60.00' SETBACKS AS FURNISHED FRONT = 25'(•) REAR = 20' Q• Q- SIDE = 5' (40' LOT) 1075' (' LOT' NIGHT HERON ORIV' 10' LOT) SIDE STREETT = = 25' (60' &75' LOT) 15' ( 40' LOT) (50' R/W PRIVATE ROAD) 25' FRONT SETBACK CAN BE REDUCED TO 20' ON CERTAIN LOTS. NO MORE THAN 2) IN SUCCESSION AT 20' AND A MMIMUM PLOT PLAN AREA CALCULATIONS OF ( 2) IN SUCCESSION AT 25' TOTAL LOT AREA 6,900 t SQUARE FEET PROPOSED = FINSHED SPOT GRADE ELEVATIONS FLATWORK ON/OFF LOT = TOTAL t SQUARE FEET FLATWORK PER DRAINAGE PLANS DRIVE 403/ 110= 513 t SQUARE FEET FOUNDATION/PAD 1,975 t SQUARE FEET vim- = PROPOSED DRAINAGE FLOW 1 tA. WALKS 42/ 300- 342 t SQUARE FEET REAR PATIO 117 t SQUARE FEET LOT GRADING TYPE A E y Qa5 SOD 4,247 250 = 4,497 t SQUARE FEET FRONT PORCH DECK 97 t SQUARE FEET F. PER PLANS = 23.9" Q / POOL DECK 0 t SQUARE FEET PROPOSED F NOTE- FRONT SIDEWALK AND STREET LOCATION TAKEN FROM PLANS PROVIDED 8T' WENT +NOT FIELD VERIFIED CRUS_ FjVJf YE'R-SCOTT & ASSOC., INC. - LAND SURVEYORS EE( Lim - LEGEND - Pur P.DL. . Pmwr TH LINE 5400 E, COLONIAL OR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 FIELD TV. NOT rYPItALES P. • NOD . PIPE IRL. a — Q 11EKRSC qR —T— i. THE VNDDMCt O DOES HEREBY CERTMT' TEAT TMS SURVEY MEETS THE STANDARDS OF IWCRCE SET FORTH BY THE FLORIDA BCMFO DF UL 7RIM RP. EL. POI • M W COPGHO CURVATLRE PROFESSX SURVEYORS AND MAPPERS W CA4PTER W-17 FLORTDA ADNLNISTRATNE CODE PURSLANT TO SECTION 472.027• fIO N STATUES C.R. E.CRETERD.Ocw RAD RADIAL 2 UNLESS VJVTSSED WTH SURrEfDR'S SIGNATURE AND ORMOM RAISED SEAL INS SURVEY MLAP OR COPIES ARE NOT VALID. SEI 9R. 112' I.R. —LB 1.1 KIZ... • ND" MAL RECOVERED VP." VLTNESS PONT S THIS SURVEY WA5 PREPARED FROM TTIE INFUR 770N FURNISHED 10 THE SURVEYOR. MERE MAY BE OTHER RESTRICDONS PIIB. Pm 1 OF MIMI G TALE. • CALCULATED OR EASEMENTS THAT AFFECT THIS PROPERTY. PIIC '—I E, FIDwERCENEw PRAL PERMANENT REFERENCE IA?Rl1ENf 1. NO UNDEROROWID BIPROVIDIOM HAVE BEEN LOCATED UNLESS OTHERWISE SHOW, CENTERLIME FT. RMLHCD R" ELEVATION 5. THIS SURVEY 4S PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFlED TD AND SHOULD NOT BE RElIfD UPON BY FNY OTHER ENTITY. NLD • HAIL L M. BSA: ! NILMHT SETBAO[ LIE RITJIT-a"-VAY aM • BENCIM.YRN 4 DIMENSIONS S MN FAIR THE LOCATION OF IMPROVEMENTS HETKON SNWID TNT ME USED TO RELONSIRW:T BOUNDARY ONES. ESMT. EASEMENT B.a BASE REARING 7. BEAMNCS, ARE BASED ASSUMED OATUAI AND ON THE LINE SHOWN AS BASE BEARNNG (B.B.) DRAM. • —NAM8. ELEVATIONS. F SHOWN. ARE BASED ON FLA710F1+1 GEODETIC VERTICAL 017UM OF 1929. UNLESS OTHERWISE NOTED. UTILCLF • UTILITY CIMIN LINK FENCE ITCERTIFICATE OF AUINQPPATMW Na 4596. VUCC. ' DFL. = VDOD FENCE CWCRETEBLIXY( SCALE _ 1' 20 DRAWN BY.• P4: PWPOMT OJRVATIRE (D P.r. ODDDFTANGENCYCERTIFIEDBY. LUTE ORDER No. I) SERSPTDRI PLOT PLAN 05- 15-2018 3061-18 ac ^EHGTH FORMBOARD FOUNDATION/ELEVS. 09-13-2018 6242-18 c ' -CNonD E.a tHTxD BEAR7N0 NORTH THIS BUILDING\PROPERTY DOES. INOT LIE WITHIN - -- — -- THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER -FIRM- N GRUSENM R, R.L % 4714 ZONE -X- WAP 1 1211700090 F (09-28-07) W SCOTT. .LS 4807 r n CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: I 0)` (_0 U (o Documented Construction Value: $ 6218.00 Job Address: 3969 Night Heron Dr WYNDHAM PRESERVE PB 81 PGS 93-102 Historic District: Yes No Parcel ID: 17-20-31-502-0000-1940 LOT 194 Residential ® Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: Install new 3.5-ton HVAC system with duct work Plan Review Contact Person: Paula Bagley Title: Permit Clerk Phone: 407-975-2762 Fax: 407-629-9307 Email: permitting@onestopcooling.com Property Owner Information Name Park Square Homes Phone: 407-529-3000 Street: 5200 Vineland Rd #200 Resident of property? : city, State Zip: Orlando, FL 32811 Name One Stop Cooling & Heating, LLC Street: 7225 Sandscove Court Contractor Information Phone: 407-975-2762 Fax: 407-629-9307 City, State Zip: Winter Park, EL 32792 State License No,: CAC 032444 Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: 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 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5t° Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application p 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-govemmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that l 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 constru6ionvalue 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 fore oing- information is accurate and that all work will be done in compliance with all applicable laws regulati m 611structiion and zoning. signature of Owner/Agent Print Owwer/Agent's Name Date Signatureof Notary, -State of Florida Date Name 10/18/18 Date KELLY WEBSTER Notary Public - State of Florida. Commission n'# FF'976034 My Comm.. Expires Apr 4, 2020 Ownet/Agentis, Personally Known fo Me or Contractor/Age t, s a Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type Occupancy Use: Flood Zone: Total Sq Ft of Bldg:. Min. Occupancy Load: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES: WASTE WATER: FIRE: BUILDING: Revised: June30, 2015 Permit Application Revision City of Sanford Response to Comments Building & Fire Prevention Division JAN 7 2019 Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # 18-2666 Submittal Date 1.7.19 Project address: 3969 Night HeronDrive (Wyndham Preserve lot 194) Contact: Michelle Parkison Ph: 407-529-3135 Fax: Email: mparkisonaparksquarehomes.com Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention Building General description of revision: Revised Energy Calcs - Duct Layout Only ROUTING INFORMATION Approvals btCORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 194 Pensacola A LHG Bed4Bth3 Loft - W Builder Name: Park Square Homes Street: 3969 Night Heron Drive Permit Office: City of Sanford City, State, Zip: Sanford , FL , PermitNumber: 1e>.GL9(o(.oOwner: nI+A' Jurisdiction: 691500 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2) 1. New construction or existing New (From Plans) 9. Wall Types (3051.3 sgft.) Insulation a 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1526.00 ft2 b. Frame - Wood, Exterior R=11.0 1278.00 ft2 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=11.0 247.33 ft2 4. Number of Bedrooms 4 d. N/A R= ft2 10. Ceiling Types (1809.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1809.00 ft2 6. Conditioned floor area above grade (ft2) 2570 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(266.1 sgft.) Description Area a. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 6 514 a. U-Factor: Dbl, U=0.55 165.04 ft2 SHGC: SHGC=0.22 b. U-Factor: Dbl, U=0.58 64.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 41.0 SEER:16.00 c. U-Factor: Dbl, U=0.54 37.03 ft2 SHGC: SHGC=0.25 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 39.0 HSPF:9.00 SHGC: Area Weighted Average Overhang Depth: 3.307 ft. Area Weighted Average SHGC: 0.231 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (2570.0 sgft.) 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=0.0 761.00 ft2 None c. other (see details) R= 260.00 ft2 15. Credits Pstat Glass/Floor Area: 0.104 Total Proposed Modified Loads: 71.40 PASSTotalBaselineLoads: 75.73 I hereby certify that the plans and specifications covered by Review of the plans and ll IiE STAB, this calculation are in compliance with the Florida Energy specifications covered by this Code. } Q Digitally signed by Will Webster WIII Webster Date: 2019.01.0408:44:37 calculation indicates compliance Florida Energy Code. Ire) 1- with the PREPARED BY: Before construction is completed w - DATE: this building will be inspected for compliance with Section 553.908 hereby certify that this building, esi d, is in compliance Florida Statutes. t CQDwiththeFloridaEnerge. W6 OWNER/AGEN BUILDING OFFICIAL: Vl=z TN DATE: 1'1 1°I DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage Qn requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.030 Qn for whole house. 8`266 5/18/2018 8:56 AM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Co' p f tT €twa nKgelof5 FORM R405-2017 PROJECT Title: Lot 194 Pensacola A LHG Be Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 2570 Lot # 194 Owner Name: Total Stories: 2 Block/Subdivision: WP of Units: 1 Worst Case: No PlatBook: Builder Name: Park Square Homes Rotate Angle: 0 Street: 3969 Night Heron Drive 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 V 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- f Infil ID Finished Cooled Heated 1 1 st 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 ---- ---- 125 ft2 11 0.29 0 0.71 2 Floor over Garage 2nd Floor ---- ---- 135 ft2 11 0.29 0 0.71 3 Slab -On -Grade Edge Insulatio 1 st Floor 163.5 ft 0 1549 ft2 0.29 0 0.71 4 Floor Over Other Space 2nd Floor _--- ---- 761 ft2 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 2023 ft2 452 ft2 Dark 0.9 N 0.9 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1809 ft2 N N 5/18/2018 8:56 AM EnergyGauge® 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 1809 ft2 0.1 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Space 1 N Exterior Frame - Wood 2nd Floor 11 44 6 9 0 400.5 ft2 0 0.25 0.8 0 2 N Exterior Concrete Block - Int Insul 1st Floor 4.1 49 0 9 4 457.3 ft2 0 0 0.8 0 3 E Exterior Frame - Wood 2nd Floor 11 26 6 9 0 238.5 ft2 0 0.25 0.8 0 4 E Exterior Concrete Block - Int Insul 1 st Floor 4.1 40 0 9 4 373.3 ft2 0 0 0.8 0 5 S Exterior Frame - Wood 2nd Floor 11 44 6 9 0 400.5 ft2 0 0.25 0.8 0 6 S Exterior Concrete Block- Int Insul 1st Floor 4.1 55 0 9 4 513.3 ft2 0 0 0.8 0 7 W Exterior Frame - Wood 2nd Floor 11 26 6 9 0 238.5 ft2 0 0.25 0.8 0 8 W Exterior Concrete Block - Int Insul 1st Floor 4.1 19 6 9 4 182.0 ft2 0 0 0.8 0 9 Garage Frame - Wood 1st Floor 11 26 6 9 4 247.3 ft2 0 0.25 0.8 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 W Insulated 1 st Floor None 39 3 8 24 ff2 - -_ - 2 Wood 1st Floor None 39 28-` f- 6 J8 17.8 ft2- WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 n 1 TIM Low-E Double Yes 0.55 0.22 N 15.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 2 e 3 TIM Low-E Double Yes 0.55 0.22 N 6.0 ft2 1 It 0 in 1 ft 0 in Drapes/blinds None 3 e 3 TIM Low-E Double Yes 0.55 0.22 N 15.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 4 e 4 TIM Low-E Double Yes 0.55 0.22 N 32.7 ft2 1 ft 0 in 11 ft 0 in Drapes/blinds None 5 e 4 TIM Low-E Double Yes 0.58 0.25 N 64.0 ft2 8 ft 0 in 1 ft 0 in None None 6 s 5 TIM Low-E Double Yes 0.54 0.25 N 11.7 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 7 s 6 TIM Low-E Double Yes 0.55 0.22 N 32.7 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 8 s 6 TIM Low-E Double Yes 0.54 0.25 N 16.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 9 w 7 TIM Low-E Double Yes 0.55 0.22 N 6.0 ft2 1 ft 0 in 1 ft 0 in None None 10 w 7 TIM Low-E Double Yes 0.55 0.22 N 4.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 11 w 7 TIM Low-E Double Yes 0.55 0.22 N 6.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 12 w 7 TIM Low-E Double Yes 0.55 0.22 N 15.0 ft2 1 ft 0 in 4 ft 0 in Drapes/blinds None 13 w 8 TIM Low-E Double Yes 0.55 0.22 N 16.3 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 14 w 8 TIM Low-E Double Yes 0.55 0.22 N 16.3 ft2 6 ft 0 in 1 ft 0 in Drapes/blinds None 15 W 8 TIM Low-E Double Yes 0.54 0.25 N 9.3 ft2 10 ft 0 in 4 ft 0 in None None 5/18/2018 8:56 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2017 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 426 ft2 426 ft2 56 ft 9.3 ft 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 kBtu/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.SYS-T_EM FSEC Cert # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ft2 DUCTS Supply ---- Location R-Value Area Return ---- Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT QN RLF HVAC # Heat Cool 1 Attic 6 514 ft2 2nd Floor 128.5 ft Prop. Leak Free 2nd Floor --- cfm 77.1 cfm 0.03 0.50 1 1 5/18/2018 8:56 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2017 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling] Heatin Jan Jan j Feb Feb Mar Mar A rEApr MafMay Jun4Jun Jul Jul Auge4Au4SeP j j Oct Oct Nov Nov DecXjDeclxlVenting[) Jan lXI Feb X] Mar X] Apr May Jun Jul Aug Se X] 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 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 5/18/2018 8:56 AM EnergyGauge(D 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: 3969 Night Heron Drive Permit Number: Sanford , FL , MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal 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)(f), (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air leakage Windows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 5/18/2018 8:56 AM EnergyGauge® USA - FlaRes2017 - FBC 6th 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 R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined.in Section 553.993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f) `(g) or. (i)', Florida Statutes, to be "substantially leak free' in accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. 2. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41 °C) or below 550F (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. 5/18/2018 8:56 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) F1403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 1/2 inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60oC). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water -heating systems to be turned off. R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. 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. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM CFM) MINIMUM EFFICACY a CFM/WATT) AIRFLOW RATE MAXIMU CFM) Range hoods Any 2.8 cfm/watt Any In -line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/watt 90 Bathroom, utility room 90 2.8 cfm/watt Any For SI: 1 cfm = 28.3 Umin. a. When tested in accordance with HVI Standard 916 5/18/2018 8:56 AM EnergyGauge@ USA - FlaRes2017 - FBC 6th 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: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (10°C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.8°C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 5/18/2018 8:56 AM EnergyGauge@ USA - FlaRes2017 - FBC 6th 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 (Mandatory)he energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps. Exception: Low -voltage lighting. R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights. 5/18/2018 8:56 AM EnergyGauge@ USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 94 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: 3969 Night Heron Drive, Sanford, FL, New (From Plans) 9. Wall Types Insulation Area Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1526.00 ft2 b. Frame - Wood, Exterior R=11.0 1278.00 ft2 1 c. Frame - Wood, Adjacent R=11.0 247.33 ft2 4 d. N/A R= ft2 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 1809.00 ft2 2570 b. N/A R= ft2 c. N/A R= ft2 Area 11. Ducts R ft2 165.04 ft2 a. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 6 514 64.00 ft2 12. Cooling systems kBtu/hr Efficiency 37.03 ft2 a. Central Unit 41.0 SEER:16.00 ft2 3.307 ft. 0.231 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R=0.0 1549.00 ft2 b. Floor Over Other Space R=0.0 761.00 ft2 c. other (see details) R= 260.00 ft2 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 compliant atfe_s.\ kBtu/hr Efficiency 39.0 HSPF:9.00 Cap: 50 gallons EF: 0.9 Pstat Builder Signature: `' r Date: Address of New Home: NSckY\ oAe1J ;VQ City/FL Zip: 113 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. 5/18/2018 8:56 AM EnergyGaugeS 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 194 Pensacola A LHG Bed4Bth3 Loft - W Builder Name: Park Square Homes Street: 3969 Night Heron Drive Permit Office: City of Sanford City, State, Zip: Sanford , FL , Permit Number: Owner: Jurisdiction: 691500 Design Location: FL, Orlando COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall requirements The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The 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 attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per 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. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac as. 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 Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sorinkler cover olates and walls or ceilinos. a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 5/18/2018 8:57 AM EnergyGauge@ USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 wrightsoft® Project Summary Entire House One Stop Cooling and Heating Job: Pensacola ALHG Bed4Bt.. Date: Dec 18, 2014 By. MC/LF 7225 Sandscove Coot, SUte 1, Winder Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OreStopCoolirg.com License: CAC032444 For: Park Square Homes 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 IF Design TD 24 OF Design TD 18 OF Daily range L Relative humidity 50 % Moisture difference 44 gr/lb Heating Summary Structure 20999 Btuh Ducts 4478 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 25477 Btuh Method Construction quality Fireplaces Area (ft2) Volume (ft3) Air changes/hour Equiv. AVF (cfm) Infiltration Simplified Semi -tight 0 Heatingg Coolingg 2707 2707 24829 24829 0.28 0.15 116 62 Sensible Cooling Equipment Load.Sizing Structure — — 23090—Bt&---w— Ducts 5535 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data n Rate/swin multiplier Equipmenload 0. 98 27938 Btuh sensibleLatent Cooling Equipment Load Sizing Structure 2838 Btuh Ducts 910 Btuh Central vent (0 cfm) 0 Btuh none) Equipment latent load 3747 Btuh Equipment Total Load (Sen+Lat) 31685 Btuh Req. total capacity at 0.75 SHR 3.1 ton Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade TRANE Trade TRANE Model 4TWR6042H1 Cond 4TWR6042H1 AHRI ref 7563302 Coil TEM6AOC421-141++TDR AHRI ref 7563302 Efficiency 9 HSPF Efficiency 13.0 EER,16 SEER Heating input Sensible cooling 30750 Btuh Heating output 39000 Btuh @ 47OF Latentcooling 10250 Btuh Temperature rise 26 OF Total cooling 41000 Btuh Actual air flow 1367 cfm Actual air flow 1367 cfm Air flow factor 0.054 cfm/Btuh Airflowfactor 0.048 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.88 Capacity balance point 33 IF Backup: Input = 7 kW, Output = 25142 Btuh, 100 AFUE Calculations approved byACCAto meet all requirements of Manual J 8th Ed. F$ 4- wrightsoft• 2018-May-1808:1807 Right- SWeS Uriversal 2018 18.0.11 RSU23249 Page 1 P Lot 194 Pensacola A LHG Be&Bth3 Loft- W.rLp Calc= MJ8 Frond Door faces: W F wrightsoft4 Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Pensacola ALHG Bed4Bth3 Loft Date: Dec 18, 2014 By: MC/LF 7225 Sardscwve Coin, Sute 1, Winter Park FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneStopCoofing.com License: CAC032444 1 Room name Entire House CAFE 2 Exposed wall 305.5 ft 31.5 ft 3 Room height 9.2 ft d 9.3 ft heaUocol 4 Room dimensions 1.0 x 128.0 ft 5 Room area 2707.3 ftz 128.0 ft' Ty Construction U-value Or HTM Area (ftz Load Area (ftz Load number Btuh4t2-F) BtuhRtz) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12B-Osw 0.097 ne 2.31 2.79 239 208 479 579 0 0 0 0 4A5-2ob 0.550 ne 13.09 24.67 6 0 79 148 0 0 0 0 4A5-2ob 0.550 ne 13.09 22.45 4 0 52 90 0 0 0 0 4A5-2ob 0550 ne 13.09 22.45 6 0 79 135 0 0 0 0 11 4A5.2ob 0.550 ne 13.09 22A5 15 0 196 337 0 0 0 0 13A-4ocs 0.143 ne 3.40 2.85 181 115 393 329 0 0 0 0 4A5-20b 0.550 ne 13.09 22.45 16 0 214 367 0 0 0 0 4A5-2ob 0.550 ne 13.09 22.45 16 0 214 367 0 0 0 0 4B5-21b 0.540 ne 12.85 26.54 9 0 120 248 0 0 0 0 D 11 DO 0.390 ne 928 12.15 24 24 223 292 0 0 0 0 V+/ I-C 12B-0sv 0.097 se 2.31 2.79 401 386 890 1075 0 0 0 0 4A5-2ob 0.550 se 13.09 21.71 15 4 196 326 0 0 0 0 W 13A-4ocs 0.143 se 3.40 2.85 456 456 1551 1300 102 102 348 292 12B-Osw 0.097 sw 2.31 2.79 239 218 502 607 0 0 0 0 4A5-2ob 0.550 sw 13.09 20.89 6 3 79 125 0 0 0 0 4A5-2ob 0550 sw 13.09 21.71 15 4 196 326 0 0 0 0 V+/ 13A-4ocs 0.143 sw 3.40 2.85 372 275 937 785 121 88 300 252 4A5-2ob 0.550 sw 13.09 22.94 33 0 428 750 33 0 428 750 L_GG 4A5-2obd 0.580 sw 13.80 15.44 64 128 883 988 0 0 0 0 VLG 12B-0ssw - 0.097 nw 231 2.79 401 389 898 1084 0 0 0 0 C 4B5 21b 0540 nw 12.85 24.01 12 0 150 281 0 0 0 0 13A-4ocs 4A5-2ob 0.143 0550 nw nw 3.40 13.09 2.85 22.45 512 33 463 0 1575 428 1320 y' ° 734 70,..,. 0 70 0 237 0 199 0 PI 4B5-2fb 12C-Osw 0.540 0.091 nw 12-85 2.17 24.01 1.48 16 246 0 229 206 495 384 338 0 0 03-`0 0 0 0 0 L-D 11 DO 0.390 n 928 12.15 18 18 166 217 0 0 0 0 C 16B-30ad 0.032 0.76 1.75 1804 1804 1374 3155 0 0 0 0 F 19A-Obscp 0295 2.64 1.95 125 125 330 244 0 0 0 0 F 19C-19cscp 0.049 0.40 0.30 134 134 54 40 0 0 0 0 F 22A-cpm 1.180 28.08 0.00 1545 164 4592 0 128 32 885 0 6 c) AED excursion 1174 177 Envelope loss/gain 17978 18143 2198 1669 12 a) Infiltration 3021 1197 316 125 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 5 1150 0 0 Appliancesrother 2600 0 Subtotal (lines 6 to 13) 1 20999 23090 2515 1795 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 20999 23090 2515 1795 15 Duct loads 1 21 % 24 % 4478 5535 21 % 24 % 536 430 Total room load 25477 28625 3051 2225 Air required (dm) 1367 1367 164 106 Calculations aDDroved bvACCAto meet all reauirements of Manual J 8th Ed. wrGgF tsoft 2018-May-1808:1807 RigN-Sute®Universal 201818.0.11 RSU23249 Page Plot 194 Pensacola A LHG Bed4BM Loft- W.nQ Calc= MJ8 Front Door faces: W wrightsoft Right-M Worksheet Job: Pensacola ALHG Bed4Bth3 Loft Entire House Date: Dec 2014 By: MC/LF One Stop Cooling and Heating 7225 Sandscove Coat, Suite 1, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.0neStopCooling.com License: CAC032444 1 Room name DROP FAM 2 Exposed wall 0 It 13.5 It 3 Room height 9.3 It heaUmol 9.3 It heaVcool 4 5 Room dimensions Room area 5.0 x 5.0 It 25.0 tF 13.5 x 17.0 ft 229.5 ft2 Ty Construction U-value Or HTM Area M Load Area M Load number BtuMzIF) BtuhRt2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12B-0sw 0.097 ne 2.31 2.79 0 0 0 0 0 0 0 0 4A5-2ob 0.550 ne 13.09 24.67 0 0 0 0 0 0 0 0 4A5-2ob 0.550 ne 13.09 22.45 0 0 0 0 0 0 0 0 4A5-2ob 0.550 ne 13.09 22.45 0 0 0 0 0 0 0 0 11 4A5-2ob 0.550 ne 13.09 22.45 0 0 0 0 0 0 0 0 13A-4ocs 0.143 ne 3.40 2.85 0 0 0 0 0 0 0 0 4A5-2ob 4A5-2ob 0.550 0.550 ne ne 13.09 13.09 22.45 22.45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4B5.2fb 0.540 ne 12.85 26.54 0 0 0 0 0 0 0 0 D 11DO 0.390 ne 928 12.15 0 0 0 0 0 0 0 0 1q/ T--G 126-0sw 4A5-2ob 13A-4ocs 0.097 0.550 0.143 se se se 2.31 13.09 3.40 2.79 21.71 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 1213-0sv 0.097 sw 231 2.79 0 0 0 0 0 0 0 0 4A5-2ob 0.550 sw 13.09 20.89 0 0 0 0 0 0 0 0 4A5-2ob 0.550 sw 13.09 21.71 0 0 0 0 0 0 0 0 13A-4ocs 0.143 sw 3.40 2.85 0 0 0 0 126 62 209 176 4A5-2ob 0.550 sw 13.09 22.94 0 0 0 0 0 0 0 0 4A5-2obd 0.580 sw 13.80 15.44 0 0 0 0 64 64 883 988 W 12B-0sw 0.097 nw 2.31 2.79 0 0 0 0 0 0 0 0 I G 4B5-2fb 0.540 nw 12.85 24.01 0 0 0 0 0 0 0 13A-4ocs 0.143 nw 3.40 2.85 0- 0 0 0 0 0 0 0 4A5-2ob 0.550 nw 13.09 22.45 0 0 0 0 0 0 0 0 465-2b 0.540 nw 12.85 24.01 0 0 0 0 0 0 0 0 P I-D 12C-Osw 0.091 2.17 1.48 0 0 0 0 0 0 0 0 11 DO 0.390 n 928 12.15 0 0 0 0 0 0 0 0 C 168-30ad 0.032 0.76 1.75 0 0 0 0 0 0 0 0 F 19A-0bscp 0295 2.64 1.95 0 0 0 0 0 0 0 0 F 19C-19csm 0.049 0.40 0.30 0 0 0 0 0 0 0 0 F 22A-cpm 1.180 28.08 0.00 25 0 0 0 230 14 379 0 6 c) AED excursion 0 766 Envelope loss/gain 0 0 1472 1929 12 a) Infiltration 0 0 136 54 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 900 Subtotal (lines 6 to 13) 0 0 1608 2883 Less external load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 148 137 203 180 14 Subtotal 148 137 1810 3062 15 Dud:loads 21 % 24 % 31 33 21 % 24 % 386 734 Total room load 179 170 2196 3796 Air required (dm) 10 8 1 118 181 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. rW wrghtsoft- 2018-May-18 08:18:07 AC-P. Righl-Suite® Universal 2018 18.0.11 RSU23249 Page P\Lot 194 Pensacola ALHG Bed4Bth3 Loft- W.nQ Calc= MJB Frond Door faces: W wrightsoft° Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Pensacola ALHG Bed4Bth3 Loft Date: Dec 18, 2014 By: MC/LF 7225 Sardscove Court, Sllte 1, Winter Park FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneStopGoolirg.com License: CAC032444 1 Room name FLEX FOY 2 Exposed wall 30.0 ft 6.0 ft 3 Room height 9.3 ft heaVcuol 9.3 It heatroeol 4 Room dimensions 13.5 x 12.5 It 6.5 x 18.5 It 5 Room area 168.8 ft' 120.3 ftz Ty Construction U-value Or HTM Area (ft Load Area (ft Load number Btuh4tLcF) BtuMF) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 1213-0sw 0.097 ne 2.31 2.79 0 0 0 0 0 0 0 0 4A5-2ob 0550 ne 13.09 24.67 0 0 0 0 0 0 0 0 4A5-2ob 0.550 ne 13.09 22.45 0 0 0 0 0 0 0 0 4A5-2ob 0.550 ne 13.09 22.45 0 0 0 0 0 0 0 0 G11 4A5-2ob 0.550 ne 13.09 22.45 0 0 0 0 0 0 0 0 0.143 ne 3.40 2.85 126 93 316 265 56 22 76 64 4A5-2ob 0.550 ne 13.09 22A5 16 0 214 367 0 0 0 01913A- 4ocs 4A5.2ob 0.550 ne 13.09 22.45 16 0 214 367 0 0 0 0 485-21b 0.540 ne 12.85 26.54 0 0 0 0 9 0 120 248 D 11 DO 0.390 ne 928 12.15 0 0 0 0 24 24 223 292 V1/ 12B-0sw 0.097 se 2.31 2.79 0 0 0 0 0 0 0 0 4A5-2ob 0.550 se 13.09 21.71 0 0 0 0 0 0 0 0G W 13A4ocs 0.143 se 3.40 2.85 37 37 127 106 0 0 0 0 128-0sw 0.097 sw 2.31 2.79 0 0 0 0 0 0 0 0 4A5-2ob 0.550 sw 13.09 20.89 0 0 0 0 0 0 0 0 4A5-2ob 0.550 sw 13.09 21.71 0 0 0 0 0 0 0 0 V(J 13A-4ocs 0.143 sw 3.40 2.85 0 0 0 0 0 0 0 0 4A5-2ob 0.550 sw 13.09 22.94 0 0 0 0 0 0 0 0 1-GG 4A5-2obd 0.580 sw 13.80 15.44 0 0 0 0 0 0 0 0 W 126-0sw 0.097 nw 2.31 2.79 0 0 0 0 0 0 0 0 L-G 4135-21b 0.540 nw 12.85 24.01 0 0 0 0 0 0 0 0 0.143 nw 3.40 2.85 116 116 396 332 0 0 0 0ttG13A-4ocs 4A5-2ob 0.550 nw 13.09 22.45 0 0 0 0 0 0 00 0 485 2fb 0.540 nw 12.85 24.01 0 0 0 0 0 0 0 0 P L--D 12C-0sw 0.091 217 1.48 0 0 0 0 60 60 131 89 11 DO 0.390 n 928 12.15 0 0 0 0 0 0 0 0 C 1613-30ad 0.032 0.76 1.75 169 169 129 295 0 0 0 0 F 19A-Obscp 0.295 2.64 1.95 0 0 0 0 0 0 0 0 F 19C-19cscp 0.049 0.40 0.30 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 67 26 Envelope loss/gain 2237 1665 719 667 12 a) Infiltration 301 119 60 24 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Applianoes/other 0 0 Subtotal (lines 6 to 13) 2538 1784 779 691 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 265 235 779 691 14 Subtotal 2803 2019 0 0 15 Duct loads 1 21 % 24% 598 484 21 % 24 % 01 0 Total room load 3401 2503 0 0 Air required (cfm) 182 120 0 0 Calculations ar)Droved bvACCAto meet all reouirements of Manual 18th Ed. f wriglitsoft- Right-Sute@Universal 201818.0.11 RSU23249 2018- May-1808:18:07 Page P\ Lot194PensacolaALHGBed4Bth3Loft-W.rQ CaIc=MJ8 FronlDoorfaces: W wrightsoft° Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Pensacola ALHG Bed4Bth3 Loft Date: Dec 18, 2014 By: MC/LF 7225 Sandscove Court, Sute 1, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneStopCooling.com License: CAC032444 1 Room name H1 H2 2 Exposed wall O ft O ft 3 Room height 9.3 It heaUccol 9.3 it heaUcool 4 5 Room dimensions Room area 12.5 x 3.5 ft 43.8 ftz 12.0 x 4.0 It 48.0 ftz Ty Construction U-value Or HTM Area M Load Area M Load number Btuh/fF-F) Btuhrft2) or perimeter (ft) BTuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 126-0sw 0.097 ne 2.31 2.79 0 0 0 0 0 0 0 0 4A52ob 0550 ne 13.09 24.67 0 0 0 0 0 0 0 0 4A5-2ob 0.550 ne 13.09 22.45 0 0 0 0 0 0 0 0 4A5-2ob OZ50 ne 13.09 22.45 0 0 0 0 0 0 0 0 11 4A5-2ob 0S50 ne 13.09 22A5 0 0 0 0 0 0 0 0 13A-4ocs 0.143 ne 3.40 2.85 0 0 0 0 0 0 0 0 4A5-20b 0.550 ne 13.09 22.45 0 0 0 0 0 0 0 0 4A5-2ob 0.550 ne 13.09 22.45 0 0 0 0 0 0 0 0 4B5-2b 0.540 ne 12.85 26.54 0 0 0 0 0 0 0 0 11 DO 0.390 ne 928 12.15 0 0 0 0 0 0 0 0 Vrlc-G 128-0sw 0.097 se 2.31 2.79 0 0 0 0 0 0 0 0 4A5-2ob 0.550 se 13.09 21.71 0 0 0 0 0 0 0 0 W 13A-4ocs 0.143 se 3.40 2.85 0 0 0 0 0 0 0 0 t G 1213-0sw 0.097 sw 2.31 2.79 0 0 0 0 0 0 0 0 4A5-2ob 0S50 sw 13.09 20.89 0 0 0 0 0 0 0 0 II-GG 4A5-2ob 0.550 sw 13.09 21.71 0 0 0 0 0 0 0 0 13A-40cs 0.143 sw 3.40 2.85 0 0 0 0 0 0 0 0 4A5-2ob 0,550 sw 13.09 2-2.94 0 0 0 0 0 0 0 0 4A5-2obd 128-Osw 0.580 0.097 sw nw 13.80 2.31 15.44 2.79 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4B5 21b 0.540 nw 12.85 24.01 0 0 0 0 0 0 0 0 13A-4ocs . 0.143 nw 3.40 2.85 0 0 0 0 0 0 0 0 4A5.2ob 0.550 nw 13.09 22.45 0 0 0 0 0- 0 0 0 41354b : 0.540 nw 12.85 24.01 0 0 0 0 0 0 0 0 P . L-D 12C-0sv: 0.091 2.17 1.48 0 0 0 0 112 94 203 139 11 DO 0.390 n 928 12.15 0 0 0 0 18 18 166 217 C 16B-30ad 0.032 0.76 1.75 0 0 0 0 0 0 0 0 F 19A-0bscp 0295 2.64 1.95 0 0 0 0 0 0 0 0 F 19C-19cscp 0.049 0.40 0.30 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 10 13 Envelope loss/gain 0 0 369 343 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 0 0 369 343 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 369 343 14 Subtotal 0 0 0 0 15 Duct oads 121 241/. 0 0 21 % 24% 0 0 Total room load 0 0 0 0 Air required (dm) 0 0 0 0 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrightsoft- 2018-May-1 8 08:18:07 Rigll-Suite®Urrversal2018 18.0.11 RSU23249 Page 4 Plot 194 Pensacola A LHG Bed4B1h3 Loft- W.rup Calc= MJ8 Frort Door faces: W AL- wrightsofts Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Pensacola ALHG Bed4Bth3 Loft Date: Dec 18, 2014 By: MC/LF 7225 Sardscove Court, Suite 1, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OreStopGooling.com License: CAC032444 1 Room name KIT LAUN 2 Exposed wall 15.5 ft 10.5 ft 3 Room height 9.3 it heat/000l 9.3 It heat/cool 4 Room dimensions 1.0 x 190.5 ft 1.0 x 73.3 It 5 Room area 190.5 It' 73.3 IF Ty Construction U-value Or HTM Area M Load Area M Load number Btuh4t2-q Btuh/ftz) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12B-0sw 0.097 ne 2.31 2.79 0 0 0 0 0 0 0 0 4A5.2ob 0.550 ne 13.09 24.67 0 0 0 0 0 0 0 0 4A5-2ob 0.550 ne 13.09 22.45 0 0 0 0 0 0 0 0 4A5-2ob 0.550 ne 13.09 22.45 0 0 0 0 0 0 0 0 11 4A5-2ob 0.550 ne 13.09 22.45 0 0 0 0 0 0 0 0 0.143 ne 3.40 2.85 0 0 0 0 0 0 0 0 4A5-2ob 0550 ne 13.09 22A5 0 0 0 0 0 0 0 01913A- 4ocs 4A5-2ob 0.550 ne 13.09 22.45 0 0 0 0 0 0 0 0 4B5-21b 0.540 ne 12.85 26.54 0 0 0 0 0 0 0 0 D 11 DO 0.390 ne 928 12.15 0 0 0 0 0 0 0 0 p'p, 12B-0sw 4A5-2ob 0.097 0.550 se se 2.31 13.09 2.79 21.71 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0G W 13A-4ocs 0.143 se 3.40 2.85 144 144 491 411 98 98 332 279 12B-Osw 0.097 sw 2.31 2.79 0 0 0 0 0 0 0 0 4A5-2ob 0550 sw 13.09 20.89 0 0 0 0 0 0 0 0 4A5-2ob 0.550 sw 13.09 21.71 0 0 0 0 0 0 0 0 Vtl 13A-4ocs 0.143 sw 3.40 2.85 0 0 0 0 0 0 0 0 4A5-2ob 0550 sw 13.09 22.94 0 0 0 0 0 0 0 0Imo-(-G V/ 4A5-2obd 12B-Os4 0.580 0.097 sw nw 13.80 2.31 15.44 2.79 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L-G 485-2fb 0.540 nw 12.85 24.01 0 0- 0 0 0 0 0 0 13A-4ocs - 0.143 nw 3.40 2.85 0 0 0 0 0- 0 0 0 4A5-2ob 0.550 nw 13.09 22.45 0 0=_ 0 0 0 0 0 0 I-G 4135-211b 0 540 nw 12.85 24.01 0 0 0 0 0 0 0 0 P' 12C-0sb 0.091 217 1.48 0 0 0 0 74 74 161 110 11DO 0.390 n 928 12.15 0 0 0 0 0 0 0 0 C 166-30ad 0.032 0.76 1.75 0 0 0 0 0 0 0 0 F 19A-Obscp 0295 2.64 1.95 0 0 0 0 0 0 0 0 F 19C-19cscp 0.049 0.40 0.30 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 60 34 Envelope loss/gain 926 351 788 355 12 a) Infiltration 156 62 105 42 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 1200 500 Subtotal (lines 6 to 13) 1082 1613 894 897 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 118 110 14 Subtotal 1082 1613 1012 1007 15 Duct loads 21% 24% 231 387 21% 24% 216 241 Total room load 1312 1999 1228 1248 Air required (dm) 70 95 66 60 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrigF tsoft 2018-May-18 08:18:07 Right-Suite®Universal 201818.0.11 RSU23249 Page P\Lot194Pensacola ALHGBed4Bth3Loft- W.np Calc=MJ8 Front Door faces: W wrightsoft° Right-M Worksheet Entire House One Stop Cooling and Heating Job: Pensacola ALHG Bed4Bth3 Loft Date: Dec 18, 2014 By: MC/LF 7225 Sandscove Court, Site 1, Winter Park, FL 32792 Phore: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OreStopCoolirg.com License: CAC032444 1 Room name NEED NETH 2 Exposed wall 16.5 ft 11.5 ft 3 Room height 9.3 ft heaV000l 9.3 ft heaV000l 4 Room dimensions 13.5 x 16S It 1.0 x 141.3 It 5 Room area 222.8 ft2 141.3 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (fry Load number Btuh412-q Btuhlft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 1213-0sw 0.097 ne 2.31 2.79 0 0 0 0 0 0 0 0 4A5-2ob 0.550 ne 13.09 24.67 0 0 0 0 0 0 0 0 4A5-2ob 0.550 ne 13.09 22.45 0 0 0 0 0 0 0 0 4A5-2ob 0.550 ne 13.09 22.45 0 0 0 0 0 0 0 0 11 4A5-2ob 0550 ne 13.09 22.45 0 0 0 0 0 0 0 0 13A-4ocs 0.143 ne 3.40 2.85 0 0 0 0 0 0 0 0 4A5-2ob 0.550 ne 13.09 22.45 0 0 0 0 0 0 0 0 4A5-2ob 0.550 ne 13.09 22.45 0 0 0 0 0 0 0 0 4B5-21b 0.540 ne 12.85 2654 0 0 0 0 0 0 0 0 11 DO 0.390 ne 928 12.15 0 0 0 0 0 0 0 0 V l 12B-0sw 0.097 se 2.31 2.79 0 0 0 0 0 0 0 0 4A5-20b 0.550 se 13.09 21.71 0 0 0 0 0 0 0 0G W 13A-4ocs 0.143 se 3.40 2.85 0 0 0 0 0 0 0 0 VI/ 1213-0sw 0.097 sv 2.31 2.79 0 0 0 0 0 0 0 0 4A5-2ob 0.550sw 13.09 20.89 0 0 0 0 0 0 0 0 L)- G 4A5-2ob 0.550 sw 13.09 21.71 0 0 0 0 0 0 0 0 13A-4ocs 0.143 sw 3.40 2.85 0 0 0 0 0 0 0 0 4A5-2ob 0.550 sw 13.09 22.94 0 0 0 0 0 0 0 0 4A5.2obd 0.580 sw 13.80 15.44 0 0 0 0 0 0 0 0 Y--G 12B-Osw- 0.097 nw 2.31 2.79 0 0 0 0 0 0 0 0 4B5-21b - 0.540 nw 12.85 24.01 0 0 0 0 0 0 0 0 13A-4ocs 0.143 nw 3.40 2.85 153 121 411 345 107 91 310 259 4A5-2ob 0.550 nw 13.09 22.45 33 0 428 734 0 0 0 0 485.21b 0.540 nw 1285 24.01 0 0 0 0 116 1 --.0 206 394 R 12C-Osw 0.091 2.17 1.48 0 0 0 0 0 0 0 0 I-D 11DO 0.390 n 928 12.15 0 0 0 0 0 0 0 0 C 1613-30ad 0.032 0.76 1.75 223 223 170 390 141 141 108 247 F 19A-Obsgo 0295 2.64 1.95 0 0 0 0 0 0 0 0 F 19C-19cscp 0.049 0.40 0.30 0 0 0 0 0 0 0 0 F 22A-cpm 1.180 28.08 0.00 223 17 463 0 141 12 323 0 6 c) AED excursion 213 141 Envelope loss/gain 1472 1681 946 1031 12 a) Infiltration 166 66 115 46 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1638 2206 1061 1 1077 Less external load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 312 276 0 0 14 Subtotal 1949 2483 1061 1077 15 Duct loads 1 21 % 249/6 416 595 21 % 24 % 226 258 Total room load 2365 3078 1287 1335 Air required (dm) 127 147 69 64 Calculations approved byACCAto meet all requirements of Manual J M Ed. iR}.t- wrightsoft- 2018-May-1808:1807 Right-Site®Uriversal2018 18.0.11 RSU23249 Page 6 P\Lot 194 Pensacola A LHG Bed4Btt0 Loft- W.rp Calc= MJ8 Front Door faces: W wrightsoft' Right-J® Worksheet Job: Pensacola ALHG Bed4Bth3 Loft Entire House Date: Dec 2014 By: MC/LF One Stop Cooling and Heating 7225 Sandscove Coin, Sute 1, W inter Park, FL 32792 Phone: (407) 629. 6920 Fax: (407) 629 - 9307 Web: vww.0neStopCoolirg.com License: CAC032444 1 Room name MWC MWIC 2 Exposed wall 3.0 It 25.5 ft 3 Room height 9.3 ft heaV000l 9.3 It heal/000l 4 5 Room dimensions Room area 4.0 x 5.5 It 22.0 ft2 1.0 x 86.5 It 86.5 ft2 Ty Construction number U-value Btuh/ft2 ) Or HTM Btuh/ft2) Area In or perimeter (ft) Load Btuh) Area M or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 1213-0sw 0.097 ne 2.31 2.79 0 0 0 0 0 0 0 0 4A5-2ob 0.550 ne 13.09 24.67 0 0 0 0 0 0 0 0 4A5-2ob 0.550 ne 13.09 22.45 0 0 0 0 0 0 0 0 4A5.2ob 0,550 ne 13.09 22.45 0 0 0 0 0 0 0 0 11 4A5.2ob 0.550 ne 13.09 22A5 0 0 0 0 0 0 0 0 0.143 ne 3.40 2.85 0 0 0 0 0 0 0 0 4A5-2ob 0.550 ne 13.09 22.45 0 0 0 0 0 0 0 01913A- 4ocs 4A5-2ob 0.550 ne 13.09 22.45 0 0 0 0 0 0 0 0 4135.21b 0.540 ne 12.85 26.54 0 0 0 0 0 0 0 0 D 11 DO 0.390 ne 928 12.15 0 0 0 0 0 0 0 0 M/ t-G 128-0sw 0.097 se 2.31 2.79 0 0 0 0 0 0 0 0 4A5-2ob 0.550 se 13.09 21.71 0 0 0 0 0 0 0 0 W 13A-4ocs 0.143 se 3.40 2.85 28 28 95 80 47 47 158 133 1213-0sw 0.097 sw 2.31 2.79 0 0 0 0 0 0 0 0 4A5-2ob 0.550 sw 13.09 20.89 0 0 0 0 0 0 0 0 4A5.2ob 0.550 sw 13.09 21.71 0 0 0 0 0 0 0 0 13A-4ocs 0.143 sw 3.40 2.85 0 0 0 0 126 126 427 358 4A5-2ob 0.550 sw 13.09 22.94 0 0 0 0 0 0 0 0 4A5-2obd 0.580 sw 13.80 15.44 0 0 0 0 0 0 0 0 12B-0sw ' 0.097 nw 2.31 2.79 0 0 0 0 0 0 0 0 4B5-2fb ' 0.540 nw 12.85 24.01 0- 0- 0 0 0 0 0: 0 Utl 13A-4ocs 0.143 nw 3.40 2.85 0 0 0 0 65 65 222 186 4A5-2ob 0.550 nw 13.09 22.45 0 0 0 0 0 0 0. 0 4B5-2fb: 0.540 nw 12B5 24.01 0 0 0 0 0 0:_ 0 0 P' 12C-Osw `: 0.091 2.17 1.48 0 0 0 0 0 0 0 0 D 11 DO 0.390 n 928 12.15 0 0 0 0 0 0 0 0 C 168-30ad 0.032 0.76 1.75 22 22 17 38 87 87 66 151 F 19A-Obscp 0295 2.64 1.95 0 0 0 0 0 0 0 0 F 19C-19csm 0.049 0.40 0.30 0 0 0 0 0 0 0 0 F 22A-cpm 1.180 28.08 0.00 22 3 84 0 87 26 716 0 6 c) AED excursion 5 34 Envelopeloss/gain 196 113 1589 794 12 a) Infiltration 30 12 256 101 b) Room ventilation 0 0 0 0 13 Internal gains: Oocupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 226 125 1845 896 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 226 125 1845 896 15 Duct loads 121% 24% 48 30 21 % 249/. 393 215 Total room load 274 155 2239 1110 Air required (dm) 15 7 120 53 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrightsoTt= 2018-May-1808:18:07A& "' Rigil-Sute®Universal 201818.0.11 RSU23249 Page P\Lot 194 Pensacola A LHG Bed4Bth3 Loft- W.np Calc = MJ8 Frort Door faces: W wrightsoft` Right-JO Worksheet Entire House One Stop Cooling and Heating Job: Pensacola ALHG Bed4Bth3 Loft Date: Dec 18, 2014 By: MC/LF 7225 Sandscove Court, Suite 1, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOneStopCoolirg.com License: CAC032444 1 Room name PWD STR1 2 Exioosed wall O ft O ft 3 Room height 9.3 ft heat/cool 9.3 ft heat/cool 4 Room dimensions 5.5 x 5.0 It 3.5 x 5.0 ft 5 Room area 27.5 ft2 17.5 ft2 Ty Construction U-value Or HTM Area (ft Load Area (M Load number Btuh/1t-'q Btuh/ftq or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 126-0sw 0.097 ne 2.31 2.79 0 0 0 0 0 0 0 0 4A5-2ob 0.550 ne 13.09 24.67 0 0 0 0 0 0 0 0 4A5.2ob 0.550 ne 13.09 22.45 0 0 0 0 0 0 0 0 4A5-2ob 0.550 ne 13.09 22.45 0 0 0 0 0 0 0 0 11 4A5.2ob 0.550 ne 13.09 22.45 0 0 0 0 0 0 0 0 0.143 ne 3.40 2.85 0 0 0 0 0 0 0 0 4A5-2ob 0.550 ne 13.09 22.45 0 0 0 0 0 0 0 01913A- 4ocs 4A5-2ob 0.550 ne 13.09 22.45 0 0 0 0 0 0 0 0 4B5-2fb 0.540 ne 12.85 26.54 0 0 0 0 0 0 0 0 D 11 DO 0.390 ne 928 12.15 0 0 0 0 0 0 0 0 y1 12&0sw 4A5.2ob 0.097 0.550 se se 2.31 13.09 2.79 21.71 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0G W 13A-4ocs 0.143 se 3.40 2.85 0 0 0 0 0 0 0 0 128-0sw 0.097 sw 2.31 2.79 0 0 0 0 0 0 0 0 4A5-2ob 0.550 sw 13.09 20.89 0 0 0 0 0 0 0 0 4A5-2ob 0.550 sw 13.09 21.71 0 0 0 0 0 0 0 0 1qJ 13A-4ocs 0.143 sw 3.40 2.85 0 0 0 0 0 0 0 0 4A5-2ob 0.550 sw 13.09 22.94 0 0 0 0 0 0 0 0 I-CG 4A5-2obd 0.580 sw 13.80 15.44 0 0 0 0 0 0 0 0 1.28-0sw ` 0.097 nw 2.31 2.79 0 0 0 0 0- 0 0 0 465-2ib 0.540 nw 12.85 24.01 0 0 0 0 0 0 0 0 13A-4ocs 0.143 nw 3.40 2.85 0 0 0 0 0 0 0 0 4A5-2ob 0.550 nw 13.09 22.45 0---- 0 0 0 0 0 0 0 4B5 21b 0.540 nw 12.85 24.01 0 0 0 0 o 0 0 0 P L-D 12C-Osw 0.091 2.17 1.48 0 0 0 0 0 0 0 0 11 DO 0.390 n 928 12.15 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.76 1.75 0 0 0 0 0 0 0 0 F 19A-Obscp 0295 2.64 1.95 0 0 0 0 0 0 0 0 F 19C-19cscp 0.049 0.40 0.30 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 excursion 0 0 Envelope lossrgain 0 0 0 0 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Oocupants @ 230 0 0 0 0 Applianceslother 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 96 0 0 14 Subtotal 103 96 0 0 15 Dud loads 21 % 249/6 22 23 21%1 249/6 01 0 Total room load 125 119 1 1 0 0 Air required (dm) 7 6 0 0 Calculations aDDroved bvACCAto meet all reouirements of Manual J 8th Ed. FW wrightsoFt 2018-May-1808:18:07 Right -Suite® Universal 2018 18.0.11 RSU23249 Page P\Lot 194 Pensacola ALHG Bed4Bth3 Loft- W.np Calc = MA Front Door faces: W d. wrightsoft Right-JO Worksheet Job: Pensacola ALHG Bed4Bth3 Loft Entire House Bate: Dec 18, 2014 By: MC/LF One Stop Cooling and Heating 7225 Sandscove Court, Site 1, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.0neStopCoolirg.com License: CAC032444 1 Room name AC2 BED2 2 Exposed wall 9.0 ft 25.5 ft 3 Room height 9.0 ft heaUcool 9.0 It heat/oDol 4 5 Room dimensions Room area 5.0 x 9.0 ft 45.0 ftz 1.0 x 186.0 ft 186.0 ftz Ty Construction U-value Or HTM Area (ftz) Load Area (ft) Load number Btuh4tz-IF) BtuftV) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12B-Osw 0.097 ne 2.31 2.79 0 0 0 0 0 0 0 0 4A5-20b 0.550 ne 13.09 24.67 0 0 0 0 0 0 0 0 4A5-2ob 0.550 ne 13.09 22.45 0 0 0 0 0 0 0 0 4A5-2ob 0S50 ne 13.09 22.45 0 0 0 0 0 0 0 0 11 4A5-2ob 0.550 ne 13.09 22.45 0 0 0 0 0 0 0 0 13A-4ocs 0.143 ne 3.40 2.85 0 0 0 0 0 0 0 0 4A5-2ob OS50 ne 13.09 22.45 0 0 0 0 0 0 0 0 4A5-2ob 0.550 ne 13.09 22.45 0 0 0 0 0 0 0 0 4B5-2fb 0.540 ne 12.85 2654 0 0 0 0 0 0 0 0 11DO 0.390 ne 928 12.15 0 0 0 0 0 0 0 0 Vf/ L--G 12B-0sw 0.097 se 2.31 2.79 81 81 187 226 0 0 0 0 4A5-2ob 13A-4ocs 0S50 0.143 se se 13.09 3.40 21.71 2.85 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0W 128-0sw 0.097 sw 2.31 2.79 0 0 0 0 108 93 215 259 4A5.2ob 0.550 sw 13.09 20.89 0 0 0 0 0 0 0 0 4A5-2ob 0.550 sw 13.09 21.71 0 0 0 0 15 2 196 326 w G L-C' 13A-4ocs 4A5-2ob 0.143 0.550 sv sw 3.40 13.09 2.85 22.94 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5-2obd 0.580 sw 13.80 15.44 0 0 0 0 0 0 0 0 W 12B-0sw 0.097 nw 2.31 2.79 0 0 0 0 122 122 280 339 L 4B5-21b 0,540 nw 12.85 24.01 0 0-- 0 0 0 0 0 0G 13A-4ocs 0.143 nw 3.40 2.85 01 0 0 0 0- 0 0 0 4A5-2ob - 0.550 nw 13.09 22.45 0-- 0 0 0 0 0 0 0 4B5-2fb 0.540. nw 12.85 24.01 0- 0 0 0 0. 0 0 0 P L-D 12C-Osw 0.091 2.17 1.48 0 0 0 0 0 0 0 0 11 DO 0.390 n 928 12.15 0 0 0 0 0 0 0 0 C 166-30ad 0.032 0.76 1.75 45 45 34 79 186 186 142 325 F 19A-Obscp 0295 2.64 1.95 0 0 0 0 96 96 253 187 F 19C-19cscp 0.049 0.40 0.30 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 12 56 Envelope loss/gain 221 292 1086 1492 12 a) Infiltration 87 35 248 98 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 1 230 Appliancestother 0 0 Subtotal(lines 6to13) 309 327 1334 1820 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 309 327 0 0 14 Subtotal 0 0 1334 1820 15 Duct loads 121% 24% 0 0 21 % 24% 284 436 Total room load 0 0 1619 2257 Air required (dm) 0 0 87 108 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrightsoft- 2018-May-18 08:18:07 4CCP. Right-SuitegUriversa1201818.0.11 RSU23249 Page9 P Lot194PensacolaALHGBed4Bth3Loft-W.np CaIc=MJB Front Door faces: W I. 41 F wrightsoft° Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Pensacola ALHG Bed4Bth3 Loft Date: Dec 18, 2014 By: MC/LF 7225 Sandscove Court, Suite 1, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneStopGooling.com License: CAC032444 1 Room name BED3 BEN 2 Exposed wall 14.0 It 17.5 ft 3 Room height 9.0 It heaUcool 9.0 it heaV000l 4 Room dimensions 11.5 x 14.0 It 1.0 x 164.8 ft 5 Room area 161.0 ft' 164.8 ftz Ty Construction U-value Or HTM Area (fry Load Area M Load number Btuh4tzIF) BtuW or perimeter (ft) Btuh) or perimeter (it) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 1213-0sw 4A5-2ob 4A5-2ob 0.097 0.550 0.550 ne ne ne 2.31 13.09 13.09 2.79 24.67 22A5 0 0 0 0 0 0 0 0 0 0 0 0 131 0 4 112 0 0 257 0 52 311 0 90 4A5-2ob 0.550 ne 13.09 22.45 0 0 0 0 0 0 0 0 11 4A5-2ob 0.550 ne 13.09 22.45 0 0 0 0 15 0 196 337 13A-4ocs 0.143 ne 3.40 2.85 0 0 0 0 0 0 0 0 4A5-2ob 4A5-2ob 0.550 0.550 ne ne 13.09 13.09 22A5 22A5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4135-2110 11DO 0.540 0.390 ne ne 12.85 928 26.54 12.15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V+1 I-C 1213-0sw 4A5-2ob 0.097 0.550 se se 2.31 13.09 2.79 21.71 126 15 111 2 256 196 310 326 27 0 27 0 62 0 75 0 W 13A-4ocs 0.143 se 3.40 2.85 0 0 0 0 0 0 0 0 1213-0sN 4A5.2ob 0.097 0.550 sw sw 2.31 13.09 2.79 20.89 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5-2ob 0.550 sw 13.09 21.71 0 0 0 0 0 0 0 0 Vtl 13A-4ocs 0.143 sv 3.40 2.85 0 0 0 0 0 0 0 0 4A5-2ob 0.550 sw 13.09 22.94 0 0 0 0 0 0 0 0L4--GG 4A5-2obd 0.580 sw 13BO 15.44 0 0 0 0 0 0 0 0 tG 1213-0sN 0.097 nw 2.31 2.79 0 0 0 0 0 0 0 0 4B5-2fb 0.540 nw 12.85 24.01 0 0 0 0 0 0- 0 0 13A-4ocs 4A5.2ob 0.143 0.550 nw nw 3.40 13.09 2.85 22.45 0 0- 0- v 0 0 0 0 0 0 0 0 0 0 0 0 0 4B5 2fb 0.540 nw 12.85 24.01 0 0 0 0 0 0 0 0 P_ 12C-Osw 0.091 2.17 1.48 0 0 0 0 0 0 0 0 L-D 11 DO 0.390 n 928 12.15 0 0 0 0 0 0 0 0 C 1613-30ad 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-19cscp 0.049 0.40 0.30 0 0 0 0 109 109 44 33 F 22A-opm 1.180 28.08 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 66 37 Envelope losstgain 578 985 738 1097 12 a) Infiltration 136 54 170 67 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@a 230 1 230 1 230 Appliances other 0 0 Subtotal (lines 6 to 13) 714 1269 1908 1394 Less external load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 81 86 0 0 14 Subtotal 795 1355 908 1394 15 Ductloads 21 % 24% 170 325 21 % 24% 194 334 Total room load 965 1680 1102 1728 Air required (cfm) 1 52 80 59 83 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrightsoFt- 2018-May-1808:18:07 AC A " ' """" " Rigll-Suite®Universal 201818.0.11 RSU23249 Page 10 plot 194 Pensacola A LHG Bed4Bd-3 Loft- W.r p Calc = MJ8 Front Door faces: W wrightsoft Right-JO Worksheet Entire House One Stop Cooling and Heating Job: Pensacola ALHG Bed4Bth3 Loft Date: Dec 18, 2014 By. MC/LF 7225 Sandscove Court, Suite 1, Winter Park FL 32792 Panne: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.0neStopCooling.com License: CAC032444 1 Room name BTH2 BTH3 2 Exposed wall 9.0 It 15.0 ft 3 Room height 9.0 It heaUmol 9.0 It heaUmol 4 Room dimensions 9.0 x 5.5 ft 55 x 9.5 ft 5 Room area 49.5 ftz 52.3 ft2 Ty Construction U-value Or HTM Area M Load Area M Load number Btu Mt- Btu h4t2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V 12B-Osw 4A5-2ob 4A5-2ob 0.097 0.550 0.550 ne ne ne 2.31 13.09 13.09 2.79 24.67 22.45 0 0 0 0 0 0 0 0 0 0 0 0 50 0 0 44 0 0 100 0 0 121 0 0 11 4A5-2ob 4A5-2ob O.550 0.550 ne ne 13.09 13.09 22.45 22.45 0 0 0 0 0 0 0 0 6 0 0 0 79 0 135 0 13A-4ocs 4A5-2ob 4A5-2ob 0.143 0.550 0,550 ne ne ne 3.40 13.09 13.09 2.85 22.45 22.45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4B5-2fb 11D0 O.540 0.390 ne ne 12.85 928 26.54 12.15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0D VI/ 1-G 12B-0sw 4A5-2ob 13A-4ocs 0.097 0.550 0.143 se se se 2.31 13.09 3.40 2.79 21.71 2.85 0 0 0 0 0 0 0 0 0 0 0 0 86 0 0 86 0 0 197 0 0 238 0 0W 12B-0sw 0.097 sw 2.31 2.79 81 75 173 209 0 0 0 0 4A5-2ob 0.550 sw 13.09 20.89 6 1 79 125 0 0 0 0 4A5-2ob 13A-4ocs 0.550 0.143 sw sw 13.09 3.40 21.71 2.85 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4AS-2ob 0.550 sw 13.09 22.94 0 0 0 0 0 0 0 0 4A5-2obd 12B-0sw 4B5-2fb - 0.580 0.097 0.540 sw nw nw 13.80 2.31 12.85 15.44 2.79 24.01 0 0 0--- 0 0 0 0 0 0 0 0 0 0 0- 0 0 0 0 0 0 0 0 0 0L--Gr 13A-4ocs . 4A5-2ob 0.143 0.550 nw nw 3.40 13.09 2.85 22.45 0 0 0- 0 0 0 0 0 0 0 0 0 0 0 0 0 P". 4B5-2fb 12C-Osw 0.540 0.091 nw 12.85 2.17 24.01 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 50 50 38 87 52 52 40 91 F 19A-0bscp 0295 2.64 1.95 19 19 51 38 0 0 0 0 F 19C-19cscp 0.049 0.40 0.30 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 30 23 Envelope loss/gain 340 489 426 570 12 a) Infiltration 87 35 146 58 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 428 523 5721 627 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 428 523 572 627 15 Dudloads 1 21% 2496 91 125 21% 24% 122 150 Total room load 1 5191 649 694 778 Air required (dm) 28 31 37 37 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. F- &- wrightsoTt- 2018-May-1808:18,07 Right-Suite®Uriversal201818.0.11 RSU23249 Page11 P\Lot 194 Pensacola A LHG Bed4Bth3 Loft- W.rp Calc = MJ8 Front Door faces: W wrightsoft° Right-J@ Worksheet Job: Pensacola ALHG Bed4Bth3 Loft Entire House Date: Dec 18, 2014 By: MC/LF One Stop Cooling and Heating 7225 Sardscove Coin, Sute 1, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: ww,vOneStopCooling.com License: CAC032444 1 Room name LOFT OTB 2 Exposed wall 17.0 ft 24.0 It 3 Room height 9.0 ft heat/000l 9.0 ft heat/cool 4 Room dimensions 1.0 x 322.8 If 6.5 x 17.5 It 5 Room area 322.8 fF 113.8 ft2 Ty Construction U-value Or HTM Area M Load Area M Load number BtuM-fl Btuh/ftl or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 126-0sw 0.097 ne 2.31 2.79 0 0 0 0 59 53 121 146 4A5-2ob 0550 ne 13.09 24.67 0 0 0 0 6 0 79 148 4A5-2ob 0.550 ne 13.09 22.45 0 0 0 0 0 0 0 0 4A5.2ob 0550 ne 13.09 22.45 0 0 0 0 0 0 0 0 11 4A5-2ob 0.550 ne 13.09 22A5 0 0 0 0 0 0 0 0 0.143 ne 3.40 2.85 0 0 0 0 0 0 0 0 4A5-2ob 0.550 ne 13.09 22.45 0 0 0 0 0 0 0 01413A- 4ocs 4A5-2ob 0.550 ne 13.09 22.45 0 0 0 0 0 0 0 0 4135.2fb 0.540 ne 12.85 26,54 0 0 0 0 0 0 0 0 D 11 DO 0.390 ne 928 12.15 0 0 0 0 0 0 0 0 V11 I-G 12B-0sw 4A5-2ob 0.097 OZ50 se se 2.31 13.09 2.79 21.71 32 0 32 0 73 0 88 0 0 0 0 0 0 0 0 0 W 13A-4ocs 0.143 se 3.40 2.85 0 0 0 0 0 0 0 0 VI/ 1213-0sw 0.097 sw 2.31 2.79 0 0 0 0 0 0 0 0 4A5.2ob 0.550 sw 13.09 20.89 0 0 0 0 0 0 0 0 4A5-2ob 0.550 sw 13.09 21.71 0 0 0 0 0 0 0 0 1! 13A-4ocs 0.143 sw 3.40 2.85 0 0 0 0 0 0 0 0 4A5-2ob 0.550 sw 13.09 22.94 0 0 0 0 0 0 0 0 4A5-2obd 0.580 sw 13.80 15.44 0 0 0 0 0 0 0 0 V?/ 128-0sv 0.097 nw 2.31 2.79 122 110 253 306 158 158 364 439 G 4B5=2fb 0.540 nw 12.85 24.01 12 0 150 281 0 0 0 0 0.143 nw 3.40 2.85 0• 0 0 0 0 0 0 0 4A5-2ob 0.550 nw 13.09 22.45 0 0 0 0 10 0 0 0IIIL213A- 4ocs 4B5.2fb 0S40 nw 12.85 24.01 0 0 0 0 0 0 0 0 P LLD 12C-0sw 0.091 2.17 1.48 0 0 0 0 0 0 0 0 11 DO 0.390 n 928 12.15 0 0 0 0 0 0 0 0 C 1613-30ad 0.032 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-19csco 0.049 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 excursion 89 38 Envelope loss/gain 722 1328 674 913 12 a) Infiltration 165 65 233 92 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Appliances/other 0 D Subtotal (lines 6 to 13) 888 1393 907 1005 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 227 241 0 0 14 Subtotal 1115 1634 907 1005 15 Ductloads 21% 24% 238 392 21% 24% 193 241 Total room load 1353 2026 1 1 1101 1246 Air required (cfm) 73 97 59 60 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrGgMtsoft 2018-May-1 8 08:18:07 Right -Suite® Universal 2018 18.0.11 RSU23249 Page 12 P\Lot 194 Pensacola A LHG Bed48th3 Loft- W.nQ Calc= MJ8 Fro d Door faces: W wrightsaft, Right-JO Worksheet Job: Pensacola ALHG Bed4Bth3 Loft Entire House Date: Dec 18, 2014 By. MC/LF One Stop Cooling and Heating 7225 Sardscove Court, Sute 1, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629.9307 Web: www.OmStopCoolirg.com License: CAC032444 1 Room name WIC3 WIC4 2 Exposed wall 11.0 ft 0 ft 3 Room height 9.0 It heat/cool 9.0 ft heaUoOol 4 Room dimensions 5.5 x 5.5 ft 7.5 x 5.0 It 5 Room area 30.3 112 37.5 112 Ty Construction U-value Or HTM Area (fly Load Area M Load number Btuh/ft-IF) BtuW or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 128-0sv 4A5-2ob 0.097 0S50 ne ne 2.31 13.09 2.79 24.67 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5-2ob 0.550 ne 13.09 22.45 0 0 0 0 0 0 0 0 11 4A5-2ob 4A5-2ob 0.550 0.550 ne ne 13.09 13.09 22A5 22.45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-4ocs 0.143 ne 3.40 2.85 0 0 0 0 0 0 0 0 4A5-2ob 4A5-2ob 0.550 0.550 ne ne 13.09 13.09 22.45 22.45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4135-21b 0.540 ne 12.85 26.54 0 0 0 0 0 0 0 0 11 DO 0.390 ne 928 12.15 0 0 0 0 0 0 0 0 1Ir1 12B-0sw 4A5-2ob 13A-4ocs 0.097 0S50 0.143 se se se 2.31 13.09 3.40 2.79 21.71 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 0 G W 128-0sw 4A5-2ob 0.097 0S50 sw sw 2.31 13.09 2.79 20.89 50 0 50 0 114 0 138 0 0 0 0 0 0 0 0 0 4A5-2ob 0.550 sw 13.09 21.71 0 0 0 0 0 0 0 0 13A-4ocs 0.143 sw 3.40 2.85 0 0 0 0 0 0 0 0 0.550 sw 13.09 22.94 0 0 0 0 0 0 0 024A5.2ob 4A5-2obd 0.580 sw 13.80 15.44 0 0 0 0 0 0 0 0 V 12MM 0.097 nw 2.31 2.79 0 0 0 0 0 0 0 0 I. G 413521b 13A-4ocs 4A5-2ob 0.540 0.143 0.550 nw nw nw 1225 3.40 13.09 24.01 2.85 22.45 0 0 0 0 0 0 0 0 0 0 0 0 0 0" 0 0 0 0 0 0 0 0 0 0G 4B521b: 0.540 nw 12.85 24.01 0- 0 0 0 0 0 0 0 P 12C-0sw 0.091 2.17 1.48 0 0- 0 0 0 0 0 0 L-D 11 DO 0.390 n 928 12.15 0 0 0 0 0 0 0 0 C 166-30ad 0.032 0.76 1.75 30 30 23 53 38 38 29 66 F 19A-Obscp 0295 2.64 1.95 0 0 0 0 0 0 0 0 F 19C-19cscp 0.049 0.40 0.30 0 0 0 0 0 0 0 0 F 22A-c pm 1.180 28.08 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 13 2 Envelope lossrgain 252 316 29 63 12 a) Infiltration 107 42 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 358 358 29 63 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 358 358 29 63 15 Duct loads 21% 24%1 76 86 21% 24%1 61 15 Total room load 435 444 35 78 Air required (dm) 231 21 2 4 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. f.i- wr7ghtsoTt- 2018-May-1808:18:07 Rigft-Sute®Universal 201818.0.11 RSU23249 Page 13 P\Lot 194 Pensacola ALHG Bed4Bth3 Loft- W.np Calc= MJ8 Frond Door faces: W Duct System Summa Job: Pensacola ALHG Bed4Bt.. wrightsoft® Date: Dec 18, 2014 Entire House By. MC/LF One Stop Cooling and Heating 7225 Sandscove Court, Sute 1, Winter Park, FL 32792 Phone: (407) 629. 6920 Fax: (407) 629 - 9307 Web: www.OneStopCooling.00m License: CAC032444 For: Park Square Homes Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.16 in H2O 0.16 in H2O Available static pressure 0.34 in H2O 0.34 in H2O Supply / return available pressure 0.170 / 0.170 in H2O 0.170 / 0.170 in H2O Lowest friction rate 0.142 in/100ft 0.142 in/100ft Actual air flow 1367 cfm 1367 cfm Total effective length (TEL) 239 ft Name _ Design Btuh) Htg cfm) Clg cfm) Design FIR Diam in) H x W in) Duct Mat Actual Ln (ft) Ftg.Egv Ln (ft). -: Trunk BED2 C 2257 87 108 0.209 7.0 Ox0 VIFx 37.4 125.0 st6 BED3 c 1680 52 80 0.219 6.0 Ox0 VIFx 29.9 125.0 st6 BEN c 1728 59 83 0.240 6.0 Ox0 VIFx 16.9 125.0 st7 BTH2 c 649 28 31 0.217 4.0 Ox 0 VI Fx 31.9 125.0 st6 BTH3 c 694 37 37 0.251 4.0 Ox 0 VI Fx 15.4 120.0 st7 CAFE h 3051 164 106 0.193 7.0 Ox0 VIFx 36.6 140.0 st3 DROP h 179 10 8 0.208 4.0 Ox0 VIFx 33.1 130.0 st5 FAM c 3796 118 181 0.175 8.0 Ox 0 VIFx 44.4 150.0 st3 FLEX h 3401 182 120 0.142 8.0 Ox 0 VIFx 69.4 170.0 st4 KIT c 1999 70 95 0.195 6.0 Ox 0 VIFx 34.3 140.0 st3 LAUN h 1228 66 60 0.191 4.0 Ox 0 VIFx 42.6 135.0 st5 LOFT c 2026 73 97 0.287 6.0 Ox 0 VIFx 13.6 105.0 st2 MBED c 3078 127 147 0.153 7.0 Ox 0 VIFx 57.4 165.0 st4 MBTH h 1287 69 64 0.157 4.0 Ox 0 VIFx 51.7 165.0 st4 MW c h 274 15 7 0.164 4.0 Ox 0 VI Fx 46.9 160.0 st4 Mwlc h 2239 120 53 0. 152 6.0 Ox0 VIFx 53.4 170.0 st4 OTB c 1246 59 60 0.232 5.0 Ox 0 VI Fx 26.3 120.0 st7 P W D h 125 7 6 0.202 4.0 Ox 0 VI Fx 38.6 130.0 sty WIC3 h 435 23 21 0.224 4.0 Ox 0 VIFx 31.6 120.0 st6 WIC4 c 78 2 4 0.267 4.0 Ox0 VIFx 12.3 115.0 st7 wrightsoft® 2018-May-18 08:18 09 Rig ht-Suite®Universal201818.0.11 RSU23249 Page 1 A ...P\Lot 194 Persacola A LHG Bed4B& G Loft- Map Calc = MJ8 Front Door faces: W A: off '.^ f1 '• _ { _, 3y . L y % i; L F r, Y f t Yr pSupply Trunk Deia l Tabie -g s r Name Trunk Type Htg cfm) Clg cfm) Design FR Veloc fpm) Diam in) H x W in) Duct Material Trunk sti PeakAVF 947 847 0.142 679 16.0 0 x 0 VnIFIX st2 PeakAVF 420 520 0.209 662 12.0 0 x 0 VnIFIX st6 PeakAVF 190 240 0.209 544 9.0 0 x 0 VnIFIX st2 st7 PeakAVF 157 183 0.232 524 8.0 0 x 0 VnIFIX st2 st4 PeakAVF 513 391 0.142 654 12.0 0 x 0 VnIFIX st3 st3 PeakAVF 865 774 0.142 809 14.0 0 x 0 VnIFlx st1 sty PeakAVF 82 73 0.191 603 5.0 0 x 0 VnIFIX st1 fi_ r my x z .t rReturn'Bk s t ran hD fail Tablewnce Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FIR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Mat Trunk rb2 Ox 0 1367 1367 0 0 0 0 Ox 0 VI Fx 1 wrightsoft® 2018-May-1808:18:09 Rig ht-Suite0Uriversal201818A.11 RSU23249 Paget ACCK ...Plot 194 Pensacola A LHG Bed4BtI-3 Loft- W.rLp Calc= MJ8 Front Door faces: W Static Pressure and Friction Rate Job: Pensacola ALHG Bed4Bt.. wrightsoft Date: Dec 18, 2014 Entire House By: MC/LF One Stop Cooling and Heating 7225 Sandscove Coo SUte 1, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOreStopCoolirg.com License: CAC032444 For: Park Square Homes 1 11 1 1 1 1 1 1 figs 3 {....kTotakEffective,Leng 5 tN?- i Frjctron Rate 11 1 S b. ti'r b t Y y- A S fW •r 1 - t h +ij 1 wrightsoft® 2018-May-18 08:18:09 M-.•Fa •.•.w ..Y , Rig ht-Suite®Universal201818.0.11 RSU23249 Page 1 Plot 194 Pensacola A LHG Bed4BM Loft- W.np Calc= MA Front Door faces: W EF1 VTW DV VTW CAFE 10x8 164 cfm 6" KIT 10x5 95 cfm 8X4 66 cim 8x4 7 / cfm GARAGE Job M Pensacola A LHG Bed4Bth3 Loft Performed by MC/LF for: Park Square Homes 1ST MWIC E 1VTR 10x6 8x4 / 120 cfm 15 crm MWC6" Sup Riser 4" 14' 12" MBTH LR63 FBB1 F EF1 VTR FAM 8x4 4" 69cfm 10x10 181 c8n 10x8 147 cfm 8" MBED 7' H1 Sup Riser 5" — — DjR0OF— BB 2 . DRO STR1 16 x 16 FOY LV H2 8x4 8" 10 cfm 16 x 16 10x10 182 cfm FLEX EF1 = 50 CFM Fan EF2 = 80 CFM Fan EF3 = 110 CFM Fan EFL1 = 50 CFM Fan EFL2 = 80 CFM Fan EFL3 = 110 CFM Fan VTR = Vent to Roof VTW = Vent to Wall DV = Dryer Vent RV = Range Vent Lineset Chase — — Condensate — Thermostat 18/8 O SRB = Small Reduction Box LRB = Large Reduction Box FBB = Field Built Box One Stop Cooling and Heating Scale: 1 :101 Page 1 7225 Sandscove Court, Suite 1 RightSuite® Universal 2018 Winter Park, FL 32792 18.0.31 RSU21856 Phone: ( 407) 629 - 6920 Fax: (407) 629 - 9307 2019-Jan-04 08:26:13 www. OneStopCooling.com ... Loft - W Redline 12-24-2018.rup ZONE DAMPER 16" DAMPER 1ST FLR 12" DAMPER 2ND FL 12" BYPASS 8x4 37 cfrn Job #: Pensacola A LHG Bed4Bth3 Loft Performed by MC/LF for. Paris Square Homes 2ND One Stop Cooling and Heating 7225 Sandscove Court, Suite 1 Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 www.OneStopCooling.com Scale:1 :101 Page 2 RightSuite® Universal 2018 18.0.31 RSLI21856 2019.Jan-04 08:26:13 Loft - W Redline 12-24-2018.rup