The URL can be used to link to this page

Home My WebLink About4002 Night Heron Dr 18-1818illlll IIIII Illli fllif Ilf 11 IIIBI !1!! !!!I Parcel ID Number: 17-20-31-502-0000-ob3— 0 GRANT MALOYP SEMINOLE COUNTY CLERK OF CIRCUIT COURT h COMPTROLLER Prepared By Daphne Clark BK 9153 Ps 170 C iP3s ) and Park Square Homes CLERK'S 2018068018 Return To: 5200 Vineland Road, Suite 200 RECORDED 06/14/2018 02:26:30 1'11 RECORDING FEES $10.00Orlando, FI 32811 RECORDED BY tsm i th NOTICE OF COMAIENCEMENT. State of Florida. County of Seminole. Permit Number: The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement: 1. Description of Property: LOT Legal Description: WYNDHAM PRESERVE, according to the plat thereof, as recorded in Plat Book 81, Page 93-102, of the public records of Seminole County, Florida. Address : Z GIG, Sanford FI 32773 2. General Description of Improvements: New Single Family Home 3. Owner Information : Name Park Square Enterprises LLC Address 5200 Vineland Road, Suite 200, Orlando, FI 32811 Telephone (407) 529-3000 4. Fee Simple Title Holder: N.A. 5. Contractor Name and Address: Name Park Square Homes Address 5200 Vineland Road, Suite 200, Orlando, FI 32811 Telephone (407) 529-3000 6. Surety: N.A. 7. Lender: 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 1, 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 : 6 Signature of Owner's Agent: iA L/ Vishaal Gupta Executive Vice President, Park Square Enterprises LLC Sworn to and subscribed before me this day by Vishaal Gupta who is personally known to me and did not produce ID. Notary Public+r N jGGVi\'.r Daphne Clarke My commission expires: 6/27/19 « EXpF pL Y• *LG. G cR'f• Serial No. FF209108 Notary Signature: NM" seal: CANGfGt``vt CITY Of if S Building &Fire Prevention Division ORD PERMIT APPLICATION FIRE DEPARTMENT p Application No: o /y,I G,s.l l /' Documented/C onnstruction Value: $2'1015'l o° Job Address: 4009- )U1gH fi AJ uJ^ IOE Historic District: Yes NoF Parcel ID: 17-20-31-502-0000- Oa 0 Residentiala 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 Phone:407-257-6940 Fax: Title: Email: Parksquare@PermitsPermitsPermits.com Property Owner Information Name Park Square Enterprises LLC Phone: Street: 5200 Vineland Rd STE 100 Resident of property? : City, State Zip: Orlando FL 32811 Contractor Information Name VISHAAL S GUPTA - PARK SQUARE HOMES Phone: 407-5293100 Street: 5200 Vineland Rd STE 100 City, State Zip: Orlando FL 32811 Fax: State License No.: CRC1330351 Architect/Engineer Information Name: Phone: Street: City, St, Zip: Bonding Company: N/A Address: Fax: E-mail: Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 61 Edition (2017) Florida Building Code F a o§— c lk J E— Revised: January 1. 2018 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. W-, (6 k, h - Signature of Owner/Agent IDa VISHAAL S GUPTA Print Owner/Agent's Name ff 41 cam Signature of Notary -State of Frfirida Date p. a "%so a';• Iy p1AMnl* 9V.201 wll wow Owner/Agent is YE alnown to Me or Produced I D N/A Type of I D zl 4>/temr- Signature of Contractor/Agent Date VISHAAL S GUPTA Print Contractor/Agent's Name od. LfAk Signature of Notary -State of Florida Date PEP, 011 10 @ EOF 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 0 Electrical [1 Mechanical ® Plumbing(Z Gas[] Roof Construction Type: 10 Total Sq Ft of Bldg: 2toSL4 Occupancy Use: Flood Zone: 1c CE ArT-1 iNckCD Min. Occupancy Load: 14 # of Stories: '46 1 New Construction: Electric - # of Amps I t7 Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No 9 # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: VJ(P44 UTILITIES: WASTE WATER: ENGINEERING: Mxc_ 4-30 -too FIRE: COMMENTS: _ Ok to construct single family home with setbacks and impervious area shown on plan. H y . 3 'Id ,,t-ne BUILDING: 49 -1-Z-Ig Revised: January I, 2018 Permit Application Adwalkft CITY OF JIS.kNFORD l FIRE DEPARTMENT oi Building & Fire Prevention Division PERMIT APPLICATION Application No: 1 /y ll Documented Construction Value: $ /77194d aa. Job Address: '-tw 2 1110f / Ap2DAj1pRIOG- Historic District: Yes No wl Parcel ID: 17-20-31-502-0000- Oa 0 Residentiala Commercial Type of Work: Newts Addition Alteration[] Repair Demo Change of Use[] Move Description of Work: NEW SINGLE FAMILY HOME WYNDHAM PRESERVE LOT # to Plan Review Contact Person: Daphne Clark Titlp- 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 Street: 5200 Vineland Rd STE 100 City, State Zip: Orlando FL 32811 Phone: 407- 5293100 Fax: State License No.: CRC1330351 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: Bonding Company. N/A Address: E- mail: Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICEFOREMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED ANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULTWITHYOURLENDERORANATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT. Applicationis 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 thisjurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 61° Edition (2017) Florida Building Code RIF OR Revised: January 1, 2018 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as watermanagementdistricts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, inaccordancewithlocalordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work willbedoneincompliancewithallapplicablelawsregulatingconstructionandzoning. 4L"(6 Signature of Owner/Agent pa te VISHAAL S GUPTA Print Owner/Agent's Name Ao-v---74 Signature of Notary -State of F orida DateAPI L Alvfaw, VRES-N11, otatOwner/Agent is YEal°irtown to Me or Produced ID N/A Type of ID to - Signature of Contractor/Agent Late VISHAAL S GUPTA Print Contractor/Agent's Name Je — 44r Signature of Notary -State of Florida pate o'af 'oe0 W dpMlA1SS10Na211 jo1ll 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 Electrical Mechanical Plumbing Gas El Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: i 23 WASTEWATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: January 1, 2018 Permit Application P1137 o , 7% City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Michelle Parkison Firm: Park Square Homes Address: 5200 Vineland Road, Suite 200 City: Orlando State: FL Zip Code: 32811 Phone: 407-529-3135 Fax: Email: mparkison@parksquarehomes.com Property Address: 4002 Night Heron Drive Property Owner: Park Square Enterprises, LLC Parcel identification Number: 17-20-31-502-0000-0630 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) IC S LY Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone 'A', the best available information used to determine the base flood elevation is: BP# 18-1818 Reviewed by: Michael Cash, CFM Date: April 30, 2018 CITY OF Application for Right -of -Way S ORD Utilization Permit PLANNING & DEVELOPMENT 300 North Park Avenue, Sanford, Florida 32771 SERVICES DEPARTMENT Phone: 407.688.5140 Fax: 407.688.5141 This permit authorizes work done in the City of Sanford's right-of-way In accordance with the City's regulations and the attached construction plans approved as part of this permit. It does not approve any work within any other jurisdiction's right-of-way. All requested Information below as well as a current survey, site plan or plat clearly identifying the size and location of the existing right-of-way and use shall be provided or application could be delayed. Project Location/Address: Aerial Installation Underground Utilities Small Cell/Wireless Q Other (describe): Directional Bore Jack & Bore Roadway open cut -single lane Roadway open cut —multi lane Co -location New pole 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) (New) This Application is submitted b Signature: Print Name: VISHAAL S GUPTA Firm/Company: VISHAAL S GUPTA - PARK SQUARE HOMES Date: 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.cash0sanfordfl.aov I have read and understand the above statement and by signing this application I agree to its terms. Signature: Date: Official Use Only Application No: Fee: Date: Reviewed: Public Works Utilities Engineering Inspected By: Conditions*: Date: Date: Date: 4 - "3 p • 20 (1d Date: SCPA Parcel View: 17-20-31-502-0000-0630 http://parceidetaii.scpafl.org/ParceiDetai I lnfo.aspx?P[D=1720315020... ProneW Record Card eer+o aoaaervwo, o„ Property Address: 4002 IGHT HERONORSANFORD. FL 32773 I Parcel Information Value Summary Parcel 17-20-31- 502-0000-0630 ,' 2018 Working Owner BRISSON INV LLC Values 1 2017 Certified Valuesr Property Address 4002 NIGHT HERON OR SANFORD, FL 32773 Valuation Method — Cost/Market Cost/Market 1 Mailing 27 N SUMMERLIN AVE ORLANDO, FL 32801 Number of Buildings 0 0 Subdivision Name W'YNDHAM PRESERVE Depreciated Bldg Value Depreciated EXFT Value Tax District Si-SANFORO Land Value (Market) 51. 000 14.000 f DOR Use Code00-VACANT RESIDENTIAL Land Value Ag Just/Market Value •• 51.000 14.000 II Exemptions Portability Adj Save Our Homes Adj s0 $ 0 Amendment 1 Adj s0 $0 P&G Adj s0 s0 Assessed Value $51.000 $14, 000 Tax Amount without SOH: $266. 00 2017 Tax Bill Amount $266. 00 I Tax Estimator Save Our Homes Savings: $0. 00 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOT 63 W' YNDHAM PRESERVE PB 81 PGS 93-102 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value i County General Fund S51,000 s0 51,0001 Schools 51,000 0 51,000 ' City Sanford 51.000 s0 51, 000 SJWM(Saint Johns Water Management) 51. 000 0 51,000 1 I County Bonds 51,000 0 51,000 j Sales Description --- Date Qua Book Page--_ Amount lified VaeJlmp — INoSalesi Find Comparable Sales ` Land Method Frontage Depth Units Units Price Land Value LOT 1 $61.000.00 - $51, 000 Building Information Permits T- Permit 8 -- Description Agenq Amount CO Date Permit Date I of 2 3/28/2018, 6:51 PM DATE: 4111 LIMITED POWER OF I HEREBY NAME AND APPOINT: Alison Perrotti, Anthony Perrotti, Janev Jahner, Allan Jahner, Gustav Botes, KarenMcAdams, EACH AN AGENT OF: PARK SQUARE HOMES TO BE MY LAWFUL ATTORNEY IN FACT TO ACT FOR ME AND APPLY TO THE BUILDING DEPARTMENT OF: FOR A BUILDING PERMIT FOR WORK TO BE PERFORMED AT LOT NUMBER: 3 SUBDMSION: /)d Q mg ADDRESS:2 PARCEL ID : AND TO SIGN MY NAME AND DO ALL THINGS THAT ARE NECESSARY TO THIS APPOINTMENT. VISHAAL S GUPTA NAME OF CONTRACTOR.) LL— SIGNATURE OF CONTRACTOR.) STATE CERT. # CRC1330351 CONTRACTOR'S STATE REGISTRATION NUMBER.I The foregoing instrument was mow dgad before me this: DATE: aI/ BY: VISHAAL GUPTA Who is personally known to me and did not take an oath. STATE OF FLORIDA COUNTY OF ORANGE. NAME: DA.Clark My Commission # FF209108 My Commission Expires 6127/19 NOTARY: SIGARIO'ENOTARY:4.,4NOTARY SEAL. REQUIRED INSPECTION SEQUENCE PARK SQUARE HOMES SFR-DETACHED Permit # BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Pre our 20 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 40 Roof Dry In 50 Frame 60 Insulation Rough In 70 Drywall / Sheetrock 40 70 Lath Inspection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence Addrpec• Kt a —W iM_ r ti 1. y_ W-00,CT RICAt PERMi'I' Min i Max Inspection Description 10 i Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power TUG 30 j Electric Rough 1000 Electric Final I Min Max Inspection Description 10 Plumbing Under ound 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final K, 31i Min Max Inspection Descri tion 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 w kLCORI D COi•Y FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 063 Madrona B LHG - E Builder Name: Park Square Homes gUf ilcStreet: 4002 Night Heron Dr. Permit Office: City of Sanford Permit ' S'4/V/ R City, State, Zip: Sanford , FL , Number:. 8 8 Q OOwner: Park Square Homes Jurisdiction: 15 0 O ogR71v1EN Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2) 1. New construction or existing New (From Plans) 9. Wall Types (2128.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1787.30 ft2 b. Frame - Wood, Adjacent R=11.0 340.67 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 4 d. N/A R= ft2 10. Ceiling Types (2091.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 2091.00 fill 6. Conditioned floor area above grade (ff2) 2091 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R h2 7. Windows(276.0 sqft.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 418.2 a. U-Factor: Dbl, U=0.55 150.00 ft2 SHGC: SHGC=0.22 b. U-Factor: Dbl, U=0.58 96.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC-0.25 a. Central Unit 34.8 SEER:16.00 c. U-Factor: Dbl, U=0.54 30.00 ft2 SHGC: SHGC=0.25 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 33.0 HSPF:9.00 SHGC: Area Weighted Average Overhang Depth: 3.618 ft. Area Weighted Average SHGC: 0.234 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (2091.0 sqft.) Insulation Area EF: 0.900 a. Slab -On -Grade Edge Insulation R=0.0 2091.00 ft2 b. Conservation features b. N/A R= ft2 None c. N/A R= ft2 15. Credits Pstat Total Proposed Modified Loads: 60.02 Glass/Floor Area: 0.132 PASSTotalBaselineLoads: 64.33 1 hereby certify that the plans and specifications covered by Review of the plans and 1iE Srgl' this calculation are in compliance with the Florida Energy specifications covered by this a ,4F Code. Digitally signed by Rafael calculation indicates compliance a„ Rafael Izquierdo 12QY1efd^ with the Florida Energy Code. nu„a. •t PREPARED BY: Date: 20t9.M.tt t.:77:29-04ar Before construction is completed DATE: this building will be inspected for a X compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. V with the Florida Energy Code. COD Wg'1 J OWNER/4t% I.T BUILDING OFFICIAL: DATE: DATE: 'Z 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 requites an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage an 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 an for whole house. ' 4/11/2018 2:21 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 FP)RM R4nr%_9n17 PROJECT Title: Building Type: Owner Name: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Lot 063 Madrona B LHG - E Bedrooms: 4 User Conditioned Area: 2091 Park Square Homes Total Stories: 2 1 Worst Case: No Park Square Homes Rotate Angle: 0 City of Sanford Cross Ventilation: No 691500 Whole House Fan: No Single-family New (From Plans) Address Type: Street Address Lot # 63 Block/Subdivision: WP PlatBook: Street: 4002 Night Heron Dr. County: Seminole City, State, Zip: Sanford , FL, CLIMATE Design Location Design Temp TMY Site 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Orlando FL_ORLANDO_INTL_AR 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 2091 19446.3 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 2091 19446.3 Yes 5 4 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 191.5 ft 0 2091 ft2 0.29 0 0.71 ROOF Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Emitt Deck Pitch Tested Tested Insul. (deg) 1 Gable or shed Composition shingles 2339 ft2 524 ft2 Dark 0.9 N 0.9 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area FIBS IRCC 1 Full attic Vented 300 2091 fl2 N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 2091 ft2 0.1 Wood 4/11/2018 2:21 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2017 WALLS Adjacent Ca Space vity Width Height Sheathing Framing Solar Below 1 S Exterior Concrete Block - Int Insul Main 4.1 56 0 9 4 522.7 1`12 0 0 0.8 0 2 W Exterior Concrete Block - Int Insul Main 4.1 45 0 9 4 420.0 ft2 0 0 0.8 0 3 N Exterior Concrete Block - Int Insul Main 4.1 65 0 9 4 606.7 ft2 0 0 0.8 0 4 E Exterior Concrete Block - Int Insul Main 4.1 25 6 9 4 238.0 ft2 0 0 0.8 0 5 Garage Frame - Wood Main 11 36 6 9 4 340.7 ft2 0 0.25 0.8 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E Insulated Main None 39 3 8 24 ft2 2 Wood Main None 39 2 8 8 21.3 ft2 WINDOWS Orientation shown is the entered Pro osed orientation. Wall Overhang v Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 S 1 Metal Low-E Double Yes 0.55 0.22 N 30.0 ft2 1 It 0 in 1 It 4 in Drapes/blinds None 2 S . 1 Metal Low-E Double Yes 0.54 0.25 N 8.0 ft2 1 It 0 in 1 it 4 in Drapes/blinds None 3 W 2 Metal Low-E Double Yes 0.55 0.22 N 45.0 ft2 1 It 0 in 1 If 4 in Drapes/blinds None 4 W 2 Metal Low-E Double Yes 0.58 0.25 N 96.0 ft2 8 It 0 in 1 it 4 in None None 5 N 3 Metal Low-E Double Yes 0.55 0.22 N 45.0 ft2 1 If 0 in 1 If 4 in Drapes/blinds None 6 N 3 Metal Low-E Double Yes 0.54 0.25 N 8.0 ft2 1 ft 0 in 1 It 4 in Drapes/blinds None 7 E 4 Metal Low-E Double Yes 0.55 0.22 N 30.0 ft2 I It 0 in 1 It 4 in Drapes/blinds None 8 E 4 Metal Low-E Double Yes 0.54 0.25 N 6.0 ft2 1 It 0 in 3 It 6 in Drapes/blinds None 9 E 4 Metal Low-E Double Yes 0.54 0.25 N 8.0 ft2 7 It 4 in 5 ft 0 in Drapes/blinds None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 393 fl2 393 112 52 It 9.3 It 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000414 2268.7 124.55 234.24 3718 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:9 33 kBtu/hr 1 Sys#1 4/11/2018 2:21 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2f117 r COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 16 34.8 kBtu/hr 1044 cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.9 50 gal 70 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cart Company Name System Model # Collector Model If Area Volume FEF None None ftz DUCTS Supply ---- Return ---- Air CFM 25 CFM25 HVAC # V # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 418.2 ft Main 104.55 Prop. Leak Free Main cfm 62.7 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJan Heatin Feb Mar Jan Feb Mar AprfApr I Ma Jun Jul May JXJJun Jul Au Au Se Sep f Oct Oct Nov NovH Dec DectX] Ventin [ lX} 1] Jan [ 1] Feb (X] Marl X] A r May Jun [ Jul Aug Se Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 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 4/11/2018 2:21 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance Prescriptive and ERI Methods ADDRESS: 4002 Night Heron Dr. Permit Number: Sanford , FL , MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verity that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation.The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed In accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(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 leakagekVindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 4/11/2018 2:21 PM EnergyGauge® USA - FlaRes2017 - FBC 61h Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table 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: Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and. unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 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) acrosi 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. Postconslruclion 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. 4/11/2018 2:21 PM 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 h 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 -healing systems to be turned off. R403.5.6.2 Water -heating equipment. Water -healing 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/waft 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 4/11/2018 2:21 PM 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. 4/11/2018 2:21 PM 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 verity procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (MandatorJohe 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 shah be high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps. Exception: Low -voltage lighting. R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights. 4/11/2018 2:21 PM 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* = 93 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (W) 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: 4002 Night Heron Dr., Sanford, FL, New (From Plans) 9. Wall Types Insulation Area Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1787.30 ft2 b. Frame - Wood, Adjacent R-11.0 340.67 ft2 1 c. N/A R. ft2 4 d. N/A R= ft2 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 2091.00 ft2 2091 b. N/A R= ft2 c. N/A R= ft2 Area 11. Ducts R ft2 150.00 ft2 a. Sup: Attic, Ret: Main, AH: Main 6 418.2 96.00 ft2 12. Cooling systems kBIu/hr Efficiency 30.00 ft2 a. Central Unit 34.8 SEERA 6.00 ft2 3.618 ft. 0.234 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R=0.0 2091.00 ft2 b. N/A R. ft2 c. N/A R. 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. O e Ise, a new EPL Display Card will be completed based on installed Code complian s /' / Builder Signature: / Date: 4t 10 W Address of New Home: 1.1,010L11 City/FL Zip: q ti kBtu/hr Efficiency 33.0 HSPF:9.00 Cap: 50 gallons EF: 0.9 Pstat Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 4/11/2018 2:21 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 063 Madrona B LHG - E Builder Name: Park Square Homes Street: 4002 Night Heron Dr. Permit Office: City of Sanford City, State, tip: Sanford , FL. Permit Number: Owner: Park Square Homes Jurisdiction: 691500 Design Location: FL, Orlando COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the 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 attics aces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. 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 extend behind p4g*nn and wiring Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall . tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire snrinkler cover dates and wall!q or reffinng a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 4/11/2018 2:22 PM EnergyGauge® USA - FlaRes2017 FBC 61h Edition (2017) Compliant Software Page 1 of 1 ProjectPro Summary Job: Lot 063 Madro8 LHG - E wrightsoft• rla Date: 05/23/2017 Entire House By. LF/Rt One Stop Cooling and Heating 7225 Sardscove Coul, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.0reStopGoolirg.com Ucert e: CAC032444 For: Park Square Homes 4002 Night Heron Dr., Sanford, FL Notes: Weather: Orlando Intl AP, FL, US Winter Design Conditions Outside db 42 OF Inside db 68 OF Design TD 26 OF Heating Summary Structure 22051 Btuh Ducts 2223 Btuh Central vent (0 cfm) 0 Btuh none) Humidification Piping Equipment load Infiltration Method Construction quality Fireplaces 0 Btuh 0 Btuh 24273 Btuh Simplified Average 0 Heating- Coolingg Area ( f 2) 2028 2028 Wume ( ft3) 18860 18860 Air changes/hour 0.41 0.21 Equiv. AVF (cfm) 129 66 Heating Equipment Summary Make Trane Trade TRANE Model 4TW R6036H 1 AHRI ref 7562981 Summer Design Conditions Outside db 92 OF Inside db 74 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 49 gr/Ib Sensible Cooling Equipment Load Sizing Structure 20198 Btuh Ducts 4595 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturers data n Ratelswing multiplier 0.97 Equipment sensible load 24149 Btuh Latent Cooling Equipment Load Sizing Structure 3179 Btuh Ducts 955 Btuh Central vent (0 cfm) 0 Btuh none) Equipment latent load 4135 Btuh Equipment Total Load (Sen+Lat) 28284 Btuh Req. total capacity at 0.75 SHR. 2.7 ton Cooling Equipment Summary Make Trane Trade TRANE Cond 4TWR6036H1 Coil TEM6A0C36H31++TDR AHRI ref 7562981 Efficiency 9 HSPF Efficiency 13.0 EER,16 SEER Heating input Sensible cooling 26100 Btuh Heating output 33000 Btuh @ 47°F Latent cooling 8700 Btuh Temperature rise 0 °F Total cooling 34800 Btuh Actual air flow 0 cfm Actual air flow 1160 drn Air flow factor 0 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.86 Capacity balance point = 34 OF Backup: Input = 7 kW, Output = 24790 Btuh,100 AFUE Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrlghtsoft- 2018-Apr-111401$8 r• - -• • Righ-SLitetUrivemal20l8 l8.0.11 RSU16202 Page 1 AC. C.P ...Calc and EPL TemprLt 063 Mne oadro8 LHG - E.np Calc - KE Frort Door laces: E g wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardsoove Cotrt. Winter Park FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629.9307 Web: wwwOreStopCoolirg.com License: CA0032444 Job: Lot 063 Madrona B LHG - E Date: 05/23/2017 By. LF/RI I name HaimEntireHa BED4 2 EA)osad Nell 191.5 It 295 It 3 Room height 93 It d 93 8 heatt000l 4 Room dimensions 1.0. x 161.5 It 5 Room area 2027.9 tP 161.5 tP Ty Constiumon U-value or HTM Area (if) Load Area ((F) Load number BtuhRP °F) Bitimp) or perimeter (R) 81uh) m perimeter (II) Bn1h) Heat Cod Cross NAS Heat Cool Gross NAS Heat Cool 6 13A-40S 0.143 n 3.73 2.90 605 552 2058 1597 126 111 413 320 4A5.2om 485.2hn 0.550 0.540 n n 1435 14.09 13AI 13.67 45 8 0 0 646 113 603 109 15 0 0 0 215 0 201 0 11 13A-40rs 4A5.2om 0.143 0550 a a 3.73 1435 2.90 27.44 237 30 169 0 631 431 490 am 121 30 91 0 339 431 263 am 485.21m 485-2hn 11DO 0S40 0540 0" a a a 14.09 14.09 10.18 29.62 2950 1227 6 8 24 0 0 24 85 113 244 178 236 294 0 0 0 0 0 0 0 0 0 0 0 0 1M 13A-4005 0.143 s 3.73 2.90 521 483 1802 1398 28 28 104 81 I-C 4A5.2om 0550 s 1435 1354 30 53 431 406 0 0 0 0 L-! 485.21n 13A-40rs 4A5-2om 0S40 0.143 0.550 s w w 14.09 3.73 1435 13.67 2.90 27.44 8 419 45 16 278 0 113 1038 646 109 804 1235 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2omd 12C-09w 0.580 0.091 w 15.14 238 21.44 151 96 339 135 318 1453 756 2059 479 0 0 0 0 0 0 0 0R L-D 11D0 0290 n 10.18 1227 21 21 217 262 0 0 0 0 C 168.30ad 0.032 0.84 1.76 2027 2027 1693 3565 162 162 135 284 F 22A-Ipm 1.180 30.80 0.00 2027 192 58M 0 162 30 909 0 6 c) AED exoirsion 1370 62 Envelope to-tain 18365 16017 2545 1911 12 a) blifiration 3686 1331 568 205 b) Room ventilation 0 0 1 0 0 13 Internal gains: Omlpant o 230 5 1150 1 230 Appliancestfw 1700 0 Std otal(lines6tb13) 22051 20198 3113 2346 Less external load 0 0 0 0 Lessdaftsw 0 0 0 0 Red witxmon 0 0 261 263 14 Staltolal 22051 201% 3374 2609 15 Duct loads 1 109% 239/6 2223 4595 10% 23%1 340 593 Total room load I I 242731 24793 1 37141 3202 Air required (dm) 0 1160 0 150 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. blob- wrrlght oR- 2018-Apr-11140158 cA Right-Suta®Uriversal 201818.0.11 RSU16202 Page 1 Calcand EPL Templol063 Madrone 8 LHCi • Enp Calc . MA front Door laces: E wrighttsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sandsmve Court. Winer Park, R. 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: v~0neStopCoolirg com I-loense: CA0032444 Job: Lot 063 Madrona B LHa - E Date: 05/23/2017 By. LF/RI 1 Room name BTH3 BED3 2 EVail 55 If 145 If 3 Room height 93 If heatknd 93 It heatlmol 4 5 Room dimensions Room area 9. 0 x 55 If 495 fF 1. 0 x 169.0 ft 169. 0 fF Ty Construoion U-value Or HTM Area (W) Load Area (In Load number BWhAF n BI dvm or perimeter (ft) Bnih) or perimeter (ft) Btuh) Heat Cool Gross NnP/S Heat Cod Gross NnP/S Heat Cod 6 V)I 13A-40s 4A5. 2om 0. 143 0. 550 n n 3. 73 1435 2. 90 13AI 51 0 47 0 176 0 137 0 135 15 120 0 447 215 347 201 L-! C 485. 21m 0.540 n 14.09 13.67 4 0 56 55 0 0 0 0 11 13A- 4os 4A5. 2om 0. 143 0. 550 a a 3. 73 1425 2. 90 27. 44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4B5. 2fm 41215- 21m 0. 540 0. 540 a a 14. 09 14. 09 29. 62 29. 50 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1100 0390 a 10.18 1227 0 0 0 0 0 0 0 0 13A- 4os 0.143 s 3.73 2.90 0 0 0 0 0 0 0 0 4A5. 2om 0.550 s 1435 13.54 0 0 0 0 0 0 0 0 V l G 485. 21m 13A- 40s 4A5. 2om 0. 540 0. 143 0. 550 a w w 14. 09 3. 73 1435 13. 67 2. 90 27. 44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ili q I-- D 4A5. 20md 12C- 09m 0. 580 0. 091 w 15.14 238 21. 44 151 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1100 0.390 n 10.18 7 0 0 0 0 0 0 0 0 C 168.30ad 0.032 0.84 1.76 50 50 41 87 169 169 141 297 F 22A-Ipm 1.180 30.80 0.00 50 6 169 0 169 15 447 0 61 c) AED emursion 1 14 1 51 Envelope lossrgain 443 264 1250 794 12 a) Infiltration 106 38 279 101 b) Room ventilation 0 0 0 0 13 Infernal gains: Omipants@ 230 0 0 1 230 Appiiancasbdter 0 0 Subtotal ( lines 6 b 13) 549 303 1529 1125 Less externalload 0 0 0 0 Less transfer 0 0 0 0 Redistribution 7 15 10 21 14 Subtotal 556 3140 8151146 15 Dud loads I 10% M-/.l 56 72 10% 23%1 155 261 Total room bad I I 612 1390 1 1695 11407 Air required (dm) 0 18 0 66 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrlghtm- ftn- 2018-Apr-11 1411158 A&` Right-SuleSUriversal201818.0.11 RSU16202 Paget Calc and EPL Tempu.ot 063 Madrore 8 LHG - E.rsp Calc - MA Front Door faces: E wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Court, Wirter Park Ft 32792 Phone: (407) 629.6920 Fax: (407) 629. 9307 Web: vww.0reStopCooltrg.com Uoerse: CA0032444 Job: Lot 063 Madrona B LHG - E Date: 05/23/2017 By: LF/RI 1 Room name LDRY 2 F osed Hell 0 R 10.0 R 3 Room height 93 R heatknd 93 R haatkool 4 5 Room dimensions Room area 35 x 35 R 123 tF t o x 925 R 925 Rr Ty Construction U-value Or HTM Area (fF) Load Area (tF) Load number BWtNF--q I or perimeter (R) Btuh) or perimeter (R) Btuh) Heat cool Cross N/P/S Heat Cool Gross NrP/S Heat cod 6 1p1 13A-40s 0.143 n 3.73 2.90 0 0 0 0 28 28 104 81 4A5.2orn 485-2Rn 0.550 0.540 n n 1435 14.09 13.41 13.67 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 13A-40s 4A5.2om 0.143 0S50 a a 3.73 1435 2.90 27.44 0 0 0 0 0 0 0 0 65 0 59 0 221 0 171 0 485.2Rn 485-2Rn 11D0 0S40 0S40 0390 a a a 14.09 14.09 10.18 29.62 2950 1227 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0 0 0 0 85 0 0 178 0 0 13A-40s 0.143 s 3.73 2.90 0 0 0 0 0 0 0 0 4AS-20m 0.550 s 1435 1354 0 0 0 0 0 0 0 0 1 l 485-2trn 13A-4os 4A5.2orn 0S40 0.143 OS50 s w w 14.09 3.73 1435 13.67 2.90 27.44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L-( R I-D 4A5-2omd 12C•Osw 0.500 0.091 w 15.14 238 21.44 1S1 0 0 0 0 0 0 0 0 0 126 0 104 0 248 0 157 1100 0.3W n 10.18 1227 0 0 0 0 21 21 217 262 c 16B-30ad 0.032 0.84 1.76 12 12 10 22 93 93 77 163 F 22A•Ipm 1.180 30.80 0.00 12 0 0 0 93 10 308 0 6 c) AED exarrsion 1 29 Ernelope loss/gain 10 21 1259 am 12 a) Infiltration 0 0 192 70 b) Room ventilation 0 0 0 0 13 Intamalgain& Omipants@ 230 0 0 0 0 Applianoeskttlter 1 0 1 500 SLAW (lines 6 to 13) 10 21 1452 1551 Less eAemal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 10 21 312 305 14 Subtolal 0 0 1764 1856 15 Dud loads 10% 1 239% 0 0 100% 178 422 Total room load 0 0 1942 2279 Air required (dm) 0 0 1 1 01 107 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrrlghtn 2018-Apr-1114A158 Righ-Sute®Uriversal 2018 18.0.11 RSU16202 Page 3 Cale and EPL Tefrptot 063 Madrona 8 LHO - E.rp Cale - MI6 From Door laces: E wrightsoft' Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Cool, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneStopCoolirg.00m License: CAC032444 Job: Lot 063 Madrona B LHG - E Date: 05/23/2017 By. LF/RI 1 Room name Kfr FOY 2 Exposedwall 0 It 5S It 3 Room height 93 It heat/cool 93 ft heaNmol 4 5 Roomdimendons Room area 245 x 10.5 ft 2573 ftr 6. 5 x 10.0 It 65. 0 tF Ty Con action U-value Or HTM Area (fl Load Area (IF) Load number Skme-°F) BUW or perimeter (ft) Btuh) or perimeter (11) 81uh) Heat Cool Grass NAS Heat Cool Gross NAS Heat Cool 6 V)I 13AAots 0.143 n 3.73 290 0 0 0 0 0 0 0 0 4AS- 20m 485. 21m 0. 550 0. 540 n n 1435 14. 09 13AI 13. 67 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A. 4ocs 0.143 a 3.73 2.90 0 0 0 0 51 19 71 55 1 i 4A5.2om 0.550 a 1435 27.44 0 0 0 0 0 0 0 0 465. 21m 485. 21n 0540 0540 a a 14. 09 14. 09 29. 62 2950 0 0 0 0 0 0 0 0 0 8 0 0 0 113 0 236 11D0 0390 a 10.18 1227 0 0 0 0 24 24 244 294 13A- 40(S 0.143 s 3.73 2.90 0 0 0 0 0 0 0 0 4A52orn 0.550 s 1425 1354 0 0 0 0 0 0 0 0 485- 2hn 0 540 s 14.09 13.67 0 0 0 0 0 0 0 0 16 13A- 40cs 0.143 w 3.73 2.90 0 0 0 0 0 0 0 0 4A520( n 0.550 w 1435 27.44 0 0 0 0 0 0 0 0 1- 012C-09w 4A5. 2omd 0580 0. 091 w 15.14 238 21. 44 1. 51 0 102 0 102 0 243 0 154 0 0 0 0 0 0 0 0 11D0 0390 n 10.18 1227 0 0 0 0 0 0 0 0 C 168.30ad 0.032 0.84 1.76 257 257 215 452 65 65 54 114 F 22A-Ipm 1.180 30.80 0.00 257 0 0 0 65 6 169 0 6 c) AED exotrsion 79 2 Emelope lossbain 458 528 652 702 12 a) Infiltration 0 0 106 38 b) Room venfilafion 0 0 0 0 13 Internal gains: Omgiants@ 230 0 0 0 0 Appliancesbther 1200 0 Srbtotal ( lines 6lo 13) 458 1728 758 741 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribudon 205 212 758 741 14 Srbtotal 662 1940 0 0 15 Dud loads 10%1 231/6 67 441 10% 23%1 0 0 Total room load 729 2381 0 0 Air required (dm) 0 111 0 0 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. for 2016-Apr-11141.0158A& k Righi-Sule9Uriversal2018 18.0.11 RSU16202 Page Caic and EPL Temptol 063 Madrora 8 LHG - E.rtp Calc - MA Frort Door laces: E f1• wrightsoft' Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Corr, Wirier Park, FL 32792 Phore: (407) 629. 6920 Fax: (407) 629 - 9307 Web: www0reStopCootirg.com License: CAC032444 Job: Lot 063 Madrona B LHG - E Date: 05/23/2017 By: LF/RI 1 Room name DIN MWIC 2 Boo sed well 0 ft 14.5 It 3 Room hetgtu 93 ft heat/000l 93 It heaVcool 4 5 Room dimensions Room area 1.0 x 232.0 It 232.0 IF 8.0 x 14.6 It 116.7 fP Ty ConsInidon U-value Or HTM Area (ft) Load Area (IF) Load number BluhV-lr) I or perimeter (ft) BWh) or perimeter (ft) 811111) Heat Cod Gras NrP/S Heat Cool Grass NPP/S Heat Cool 6 13A•40cs 0.143 n 3.73 2.90 0 0 0 0 0 0 0 0 4A5.2om 0.550 n 14.35 13A1 0 0 0 0 0 0 0 0 485.2hn 0.540 n 14.09 13.67 0 0 0 0 0 0 0 0 13A-40cs 0.143 a 3.73 2.90 0 0 0 0 0 0 0 0 11 4A5.2om OS50 a 1435 27.44 0 0 0 0 0 0 0 0 4B5.2hn 0540 a 14.09 29.62 0 0 0 0 0 0 0 0 485.2hn 0S40 a 14.09 2950 0 0 0 0 0 0 0 0 11 DO 0390 a 10.18 1227 0 0 0 0 0 0 0 0 Val 13A-40cs 0.143 s 3.73 2.90 0 0 0 0 135 135 503 390 4A5.2om 0.550 s 1435 13.54 0 0 0 0 0 0 0 0 T 4B5.2hn 13A-400s 4A5-tom 0.540 0.143 0.550 s w w 14.09 3.73 1435 13.67 2.90 27.44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t)-- G lq t-O 4AS-2omd 12C•09N 0.580 0.091 w 15.14 238 21.44 1.51 0 0 0 0 0 0 0 0 0 112 0 112 0 265 0 168 11 DO 0.390 n 10.18 1227 0 0 0 0 0 0 0 0 C 16&30ad 0.032 0.84 1.76 232 232 194 408 116 116 97 204 F 22A-Ipm 1.180 30,80 0.00 232 0 0 0 116 15 447 0 6 c) AED exaurson 18 38 Enoelope low/gain 194 390 1312 725 12 a) Infiltration 0 0 279 101 b) Room oentiladon 0 0 0 0 13 hltemalgains: Oooupants@ 230 0 0 0 0 Appliancesrodler 0 0 Sribtotal(lines 6to13) 194 390 1591 826 Lessextemalload 0 0 0 0 Less Vander 0 0 0 0 Redistribution 0 0 0 0 14 SAMW 194 390 1591 826 15 Ductloads 109/ Mi 20 89 107.1 m 160 188 Total room load 213 479 1751 1014 Air required (dm) 0 22 0 47 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrrlghtaofC- 2018-Apr-I114A158 Rlgh-SUte®Uriversal 2018 18.0.11 RSU16202 Page s Calc and EPL Terrplot 063 Madrore 8 LHG - E.np Calc - M.18 Fron Door faces: E F wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardsoove Cout• Winter Part FL 32792 Phone: (407) 629.6920 Fax: (407) 629 - 9307 Web: www.OreSwpCoolirg eom Ucerse: CAC032444 Job- Lot 063 Madrona B LHG - E Date: 05/23/2017 By. LF/RI 1 Room name Iv6TH fArol 2 F-Hell 7.0 ft 6.0 ft 3 Room height 93 ft head000l 93 ft heaUmol 4 Room dimensions 1.0 x 1095 ft 45 x 6A ft 5 Room area 1095 to 27.0 tF Ty ConsDumon U-value Or HTM Area (fn Load Area (fn Load number Bn W+) BL"IM or perimeter (ft) Bluh) or perimeter (ft) Buh) Heat cool Gross NAS Heat Cool Gross NIPS Heat Cool 6 V)I 13A•40cs 0.143 n 3.73 2.90 0 0 0 0 0 0 0 0 tI--CG 4AS-2om 0.550 n 1435 13AI 0 0 0 0 0 0 0 0 4B5.2fm 0.540 n 14.09 13.67 0 0 0 0 0 0 0 0 13A•40cs 0.143 a 313 2.90 0 0 0 0 0 0 0 0 11 4A5.2om 0550 a 1435 27.44 0 0 0 0 0 0 0 0 4B5.2ftn 0.540 a 14.09 29.62 0 0 0 0 0 0 0 0 4B5.2tm 0540 a 14.09 29.50 0 0 0 0 0 0 0 0 11 DO M a 10.18 1227 0 0 0 0 0 0 0 0 13A-40M 0.143 s 3.73 2.90 65 61 228 177 56 52 193 150 4A5.2om 0.550 s 1435 13.54 0 0 0 0 0 0 0 0 4B5.21m 0540 S 14.09 13.67 4 4 56 55 4 4 56 55 1ql 13A-40cs 4AS-2om 0.143 WSW w w 3.73 1435 2.90 27.44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 R L-D 4A5.2omd 12C•09w 0.580 0.091 w 15.14 238 21.44 1.51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1160 0.390 n 10.18 1227 0 0 0 0 0 0 0 0 C 16&30ad 0.032 0.84 1.76 110 110 91 193 27 27 23 47 F 22A-Ipm 1.180 30.80 0.00 110 7 216 0 27 6 185 0 6 c) AED excursion 21 13 Emoelope losstain 591 404 457 239 12 a) Infiltration 135 49 115 42 b) Room %entilation 0 0 0 0 13 lntemalgains: Ooaapants@ 230 0 0 0 0 Applianoesblhar 0 0 Subtotal (lines 6 to 13) 726 452 573 281 Less wdemal load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 726 452 573 281 15 Duct loads 10% 236/0 73 103 10% 239/6 58 64 Total room load 799 555 630 345 Air required (dm) 0 26 0 18 Calculations woroved bvACCA to meet all requirements of Manual J 8th Ed. rw w 1-ghtao*t- 2018-Apr-1114A158 A%k Riga-Sute®Uriversal 2018 18.0.11 RSU16202 Page 6 Cale and EPL Templot 063 Madrorla B LHG - Enp Cale - Mill Front Door faces: E 3 wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardsoove Court, Winter Park FL 32792 Phone: (407) 629.6920 Fax: (407) 629 - 9307 Web: wwwOrteStopC,00lingmm Lioense: CAC032444 Job: Lot 063 Madrona B LHG - E Data: 05/23/2017 By. LF/RI 1 Room name WED LATH 2 Etposidwell 40.0 ft 17S ft 3 Room height 93 ft heat/000l 93 ft heaftol 4 5 Roomdmensons Room area 14S x 17.0 h 246S fF 18.0 x 11S ft 207.0 fF Ty Conotialon number U-value 8Uvll +) Or HTM BtuhlfF) Area (W) or perimeter (ft) Load Btuh) Area (fM or perimeter (ft) Load 81 uh) Heat Cool Cross NAS Heat Cool Cross NAS Heat Cool 6 Val G 13A-40cs 4A5.2om 485.2dn 0.143 50OS O.540 n n n 3.73 1435 14.09 2.90 13AI 13.67 79 0 0 79 0 0 295 0 0 229 0 0 0 0 0 0 0 0 0 0 0 0 0 0L--1' 11 13A-4ots 4A5-tom 0.143 OS50 a a 3.73 1435 2.90 27.44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 485-2frn 485.26n 11D0 0.540 0.540 0390 a a a 14.09 14.09 10.18 29.62 2950 1227 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Val t-f 13A-40ts 4A5.2om 0.143 OS50 s s 3.73 1435 2.90 13.54 158 30 128 26 478 431 371 406 0 0 0 0 0 0 0 0 V E--GG 4135.21m 13A-40M 4A5.2om 4A5.2omd 12C-09w O.540 0.143 OS50 O580 0.091 s w w w 14.09 3.73 1435 15.14 238 13.67 2.90 27.44 21.44 151 0 135 30 0 0 0 105 0 0 0 0 391 431 0 0 0 304 823 0 0 0 163 0 96 0 0 67 0 68 0 0 249 0 1453 0 0 193 0 2059 0 L--G R I-- 0 1100 16B-30ad 03W 0.032 n 10.18 0.84 1227 1.76 0 247 0 247 0 206 0 433 0 207 0 207 0 173 0 364C F 22A-Ipm 1.180 30.80 0.00 247 40 1232 0 207 18 539 0 6 c) AED excursion 77 1603 Envelope low/gain 3464 2644 2414 4219 12 a) Infilgalion 770 278 337 122 b) Room vendlation 0 0 0 0 13 internal gains: Oom4wnts@ 230 2 460 O 0 Applianoasbther 1 0 0 Subtotal (lines 61013) 4233 3382 2751 4341 Lessetdemalload 0 0 0 0 Lesstransier 0 0 0 0 Redisiribudon 0 0 8 16 14 Subtotal 4233 3382 2759 4357 15 Duct loads 10/. 231/6 427 769 10% 23% 278 991 Total room load I 46601 4151 3037 5348 Air required (dm) 0 194 1 1 0 250 CalCulabons approved by ACCA to meet all requirements of Manual J 8th Ed. f w Ights9oR- 2018-Apr-1114A1 $8 Right-SLite9Uriversa12018 18.0.11 RSU16202 Page 7 Calc and EPL Tenptot 063 Madrorta B LHO - Enp Cale - M16 Frort Door tares: E d- wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardsoove Cool, Witter Park FL 32792 Phore: (407) 629.6920 Fax: (407) 629.9307 Web: www.OnaStopGootirg.com Licerse: CAG032444 Job: Lot 063 Madrona B LHG - E Date: 05/23/2017 By. LF/RI 1 Room name BED2 BTH2 2 ElrposedwaA 36.0 It 55 ft 3 Room height 93 It heattool 93 It heattool 4 5 Room dimensons Room area 1.0 x 169.3 It 1693 fF 1.0 x 57D ft 57.0 IF Ty Construc han U-value Or HTM Area (fF) Load Area (fF) Load number BtuhAF-°F) BluhAM or perimeter (h) Stuh) or perimeter (11) Stuh) Heat Cool Gross NAS Heat Cool Gross N/PIS Heat Cool 6 yl tL----GG 13A•40cs 0.143 n 3.73 2.90 135 120 447 347 51 47 176 137 4A52orn 0.550 n 1435 13AI 15 0 215 201 0 0 0 0 485.211m 0S40 n 14.09 13.67 0 0 0 0 4 0 56 55 11 13A-4ocs 4A5.2om 0.143 0.550 a a 3.73 1435 2.90 27.44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4BS-21n 0S40 a 14.09 29.62 0 0 0 0 0 0 0 0 4B5.21m 0.540 a 14.09 29.50 0 0 0 0 0 0 0 0 11DO 0390 a 10.18 1227 0 0 0 0 0 0 0 0 HI IMAMS 0.143 s 3.73 2.90 79 79 295 229 0 0 0 0 4AS2om 0.550 s 1435 1354 0 0 0 0 0 0 0 0 4852hn 0.540 s 14.09 13.67 0 0 0 0 0 0 0 0 Y l C 13A•4ocs 4A5.20m 0.143 0.550 w w 3.73 14M 2.90 27.44 121 15 106 0 395 215 307 412 0 0 0 0 0 0 0 0 R T-D 4A5.2omd 12C-09w 0.580 0.091 w 15.14 2.38 21.44 1.51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11130 0" n 10.18 1227 0 0 0 0 0 0 0 0 C 1613-30ad 0.032 0.84 1.76 169 169 141 298 57 57 48 100 F 22A•pm 1.180 30.80 0.00 169 36 1109 0 57 6 169 0 6 d AED excursion 30 14 Emoelope losstgain 2818 1823 449 277 12 a) Infiltration 693 250 106 38 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 t 230 0 0 Appliarloesbdler 0 0 Subtotal (lines 6 to 13) 3511 2304 555 315 Less examalload 0 0 0 0 Lesstransfar 0 0 0 0 Redistribution 4 7 8 16 14 Subtotal 3515 2311 563 332 15 Duct loads 10% 239% 354 526 10'/e 239/. 57 75 Total room bad 3869 2836 620 407 Air required (clm) I0 1 XI I 1 0 19 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. P'}e- wrlgfr,teoft- 2018-Apr-11 14A158 AGGf "- `'" Riga-SUIe®UAversa1201818.0.11 RSU16202 PageB Galt aM EPL Terrptat 063 Madrora 8 LHG - E np Glc = MJB From Door faces: E d- wrightsoft' Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardsmve Cool, W irter Park FL 32792 Phone: (407) 629.6920 Fax: (407) 629 - 9307 Web: www.OneStopCoolirg.mm Uoeree: CA0032444 Job: Lot 063 Madrona B LHG - E Date: 05/23/2017 By. LF/RI 1 Room name 2 Exposed vaell 0 n 0 n 3 Room height 93 11 headAmol 93 It heaNmd 4 5 Room dimensions Room area 35 x 8.0 h 28.0 (F 35 x 8.0 tl 28.0 fF Ty Construo5on U-value Or HTM Area (tF) Load Area 019 Load number BtuhA +) Bluhu" or perimeter (11) Bwh) I or perimeter (it) Bush) Heat Cool Gross NIPS Heat Cool Gross NIP/5 Heat Cool 6 y! 13A-40cs 0.143 n 3.73 2.90 0 0 0 0 0 0 0 0 4A&2om 495.26n 0.550 0.540 n n 1435 14.09 13AI 13.67 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-40 s 0.143 a 3.73 2.90 0 0 0 0 0 0 0 0 11 4A5.2om 0.550 a 1435 27.44 0 0 0 0 0 0 0 0 4B5.21nn 0.540 a 14.09 29.62 0 0 0 0 0 0 0 0 485.21m 0.540 a 14.09 29.50 0 0 0 0 0 0 0 0 11130 0.390 a 10.18 1227 0 0 0 0 0 0 0 0 13A-40cs 0.143 s 3.73 2.90 0 0 0 0 0 0 0 0 4A5.26in 0.550 s 1435 13.54 0 0 0 0 0 0 0 0 485,21m 0.540 s 14.09 13.67 0 0 0 0 0 0 0 0 1ql 13A-4ocs 0.143 w 3.73 2.90 0 0 0 0 0 0 0 0 f 4A5.20m 5005 w 1435 27.44 0 0 0 0 0 0 0 0 l R 05.2omd 12C-0av 0580 0.091 w 15.14 238 21.44 1.51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 t 00 03M n 10.18 1227 0 0 0 0 0 0 0 0p C 1613-30ad 0.032 0.84 1.76 28 28 23 49 28 28 23 49 F 22A•Ipm 1.180 30,80 0.00 28 0 0 0 28 0 0 0 6 c) AED excursion 2 2 Envelope lowton 23 47 23 47 12 a) (nfiltralon 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains Ooapanls@ 230 0 0 0 0 AppliancesbOw 0 0 Sutllordl (lines6 b 13) 23 47 23 47 Less eAemal bad 0 0 0 0 Lessransfer 0 0 0 0 Redistritxrtion 23 47 23 47 14 Subtotal 0 0 0 0 15 Duct loads 1 109/6 23%1 0 0 10% 231% 0 0 Total room load 0 0 0 0 Air required (dim) 0 0 01 0 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. f wrr ghteoft- ` e Right-Sule®Uriversa12018- Apr-1114i1158 201818. O.t1 RSU16202 Page 9 Calc and EPL Teaplat 063 Medrona B LHG - E.np Celc . I•AM Frort Door lams: E wrightsoft• Duct System Summary o L 3620Madrona 8 LHG - E Entire House By: LF/R) One Stop Cooling and Heating 722S Sardsoove Cool, Winter Park FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629.9307 Web: wwWOreStopcoolirg.com Licence: CA0032444 For: Extemal static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Park Square Homes 4002 Night Heron Dr., Sanford, FL Heating 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.243 in/100ft 0 cfm 140 Cooling 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.243 in/10011 1160 cfm Supply Branch Detail Table 1 Name Design 13tuh) Htg' cfm) Clg Cfm) Design FR Diam in) H x W in) Duct Mail Actual Ln (ft) Ftg.Egv Ln (ft) Trunk SED2 c 2836 0 133 0.271 7.0 Ox 0 VIFx 25.4 100.0 SO SEO3 C 1407 0 66 0.275 6.0 Ox 0 VIFx 23.5 100.0 st1 SED4 c 3202 0 150 0.280 7.0 Ox 0 VIFx 21.3 100.0 st3 87W C 407 0 19 0.282 4.0 Ox 0 VIFx 20.5 100.0 sit 87M c 390 0 18 0.282 4.0 Ox 0 VIFx 20.4 100.0 st3 ON c 479 0 22 0.276 5.0 Ox 0 VIFx 23.3 100.0 SO OATH c 2674 0 125 0.243 6.0 Ox 0 VIFx 39.8 100.0 st2 GATH-A C 2674 0 125 0.285 6.0 Ox 0 VIFx 19.4 100.0 sit KfT C 2381 0 111 0.248 6.0 Ox 0 VIFx 37.2 100.0 st2 LDRY C 2279 0 107 0.302 6.0 Ox 0 VIFx 17.5 95.0 st3 MSEO c 4151 0 194 0.249 8.0 Ox 0 VIFx 36.6 100.0 st2 MBTH C 555 0 26 0.253 4.0 Ox 0 VIFx 34.2 100.0 st2 Mrol C 345 0 16 0.252 4.0 Ox 0 VIFx 35.2 100.0 st2 MWIC C 1014 0 47 0.252 4.0 Ox 0 VIFx 35.1 100.0 st2 Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type Cfm) Wrrl) FR fpm) in) in) Material Trunk st3 PeakAVF 0 275 0.280 504 10.0 0 x 0 VinlFlx sti Peak AVF 0 365 0.271 669 10.0 0 x 0 VinlFlx st2 Peak AVF 0 520 0.243 662 12.0 0 x 0 VinIFIX wrightsoft• 2018-Apr-11 14 DI S9 1A _ .W..•, .-.w., Flight-Sute®uriversa1201818.0.11 RSu16202 ACPa e 1 .C. A a Calc and EPL Templo1063 Madrore 8 LHG - E.np Calc . M18 Front Door laces: E Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Mad Trunk rb1 Ox 0 0 1160 0 0 0 0 Ox 0 VIFx w ightsoW 201a-Apr-11 14A159 W. , «•.—.w, Right-sate®uriversal201818.0.11 RSut6202 Page 2Z& Galt and EPL Terrplot 063 Madrora 8 LfiG - E.np Cale a tuU6 frorl Door faces: E wri9htsoft e Static Pressure and Friction Rate Job: Lot 063 Madrona B LHG - E Date: 05/23/2017 Entire House By- LF/RI One Stop Cooling and Heating 7225 Sardsoove Coin, Winter Park FL 32792 Phone: (407) 629 - 6920 fax: (407) 629 - 9307 Web: wwwOna topCooting.com Licerse: CAG032444 For: Park Square Homes 4002 Night Heron Dr., Sanford, FL Available Static Pressure Heating Cooling in H2O) in H2O) External static pressure 0.50 0.50 Pressurelosses coil 0 0 Heat exchanger 0 0 Supply diffusers 0.03 0.03 Return grilles 0.03 0.03 Filter 0.10 0.10 Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available static pressure 0.34 0.34 Total• supply Return h) h) Measured length of run -out 13 0 Measured length of trunk 27 0 Equivalent length of fittings 100 0 Total length 140 0 Total effective length 140 FrictionRate Heating Cooling in/100ft) in/100ft) Supply Ducts 0.243 > 0.18 0.243 > 0.18 Return Ducts 0.243 > 0.18 0.243 > 0.18 Fitting Equivalent LengthDetails supply 0=36,11 A=20,11 G--5,1 A-_35,11 Gam: TotalEL=100 Return TotalEL=0 wrightsoft- 2018•Apr-1114,0159 A= .++••--.r..w Right-SUte®Uriversal201818.0.11 RPage Pae1 Calc and EPL Templot 063 Madrona B LHG - Enp Calc - MA Front Door faces: E Level, L ® MBED ahrar m I t 0. BED2 antarRx74al. ontFR ewe 4 I G O rAVIR OG'N.LLtt! l OX8 MAb: C 133 ctrn IOX10 AP Per tIonlo. I 194CIm gym® L6"i1 7• 16x16 0°' a I 19clrn 8X4 26chn u 8• 125xchn . T t171 chn L881 r a 9' BTH2 a EF1 VTR a 6• 4' 0EFt VTR is I, 16x16 12 MTol 4 i MELD WO 8X4 r 5,t z10 16clm 1OX6L88222chn EFt VTR OIN 1PX6 BEDO 1•(2 a as Man I MBTHI; 6' 12• 8X4 ll Vo* a7clm mar 111 dm " 1 L-.: to• STF13 SupRger I tOX6 4. 9' aiu KfT r EFt VTR I _ - . I axa r a ` t~ a i0en! 18CIM MWIC 107ctm 6_ SR81 O 7. 10X6 n Tu lox1o. Mckn LORY -: FOY arq' v,lOx8 y ao.raAuh DV VTR d BED4 Ala air Ala GARAGE n T — — v+' i i EF1 = 50 CFM an EF2 = 80 CEM fan EF3 = 1101C• FM Fan EFL1 - 50 CFM Fan EFL2 - 80 CFM Fan EFL3 = 110 CFM Fan VTR - Vent to Fbof VTW = Vent to Wall DV = Dryer Vent RV - Range Vent Lineset Chase Condensate O= Thermostat 18/8 SRB = Small Reduction Box LAS = Large Reduction Box FBB = Field Built Box Job M Lot 063 Madrona B LHG - E One Stop Cooling and Heating Scale: 1 : 109 Performed by LF/RI for: Page 1 Park Square Homes 7225 Sandscove Court RightSune® Universal 2018 4002 Night Heron Dr. Winter Park, FL 3279t2 18.0.11 RSU16202 Sanford, FL Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 2018-Apr-11 14:11:50 www.OneStopCooling.00m ••• r11p\Lot 063 Madrona 8 LHG - Erup 11, vtg., il,yfR m m co o{}iew 3 i Ate Axv RAJ I'liam lav ki la v ,' i -3" Wv 3t --4 2ilk 30 3 C' 3• . 2. Sto p`r stio r• o ;eh a d i b a o d, ro y o iv sco'' i w.bivg SeYv ceS, Kc,• RECORD COPY DESCRIPTION AS FURNISHED: Lot 63 , WYNDHAM PRESERVE, as recorded in Plat Book 81, Pages 93 through 102 of the Public Records of Seminole County, Florida. PLOT PLAN FOR/CERTIFIED TO: Park Square Enterprises, LLC (a Delaware Corporation); Winderweedle, Haines, Word & Woodman, PA; Attorneys' Title Insurance Fund; Bank of America REMAINDR OF LOT 5 PALMER'S SUBDIVISION PLAT BOOK 2, PAGE 41 S 00018'02" E 60, 00' If DATE 10 - - - 10' FENCE. ESMT. Ok to construct single family home with setbacks and impervious area 28.91' 28.92' shown on plan. N^P. ? LOT 63 2M % (A64 ovl0. -$ L (SCL I 7.50' 14.7 13.3 o LANAI o Ati Ao LOT 64 T 3.50' 7.50' U) PROPOSED RESIDENCE co 2091 MADRONA 8 2 CAR GARAGE LEFT W W COV'D. ENTRY 3.O'x4.0' AC 5.3' 7.0' 1- N 13.3' 7.50' 7.50' 19.3' I DRIVE r 10' UTIL. ESMT. 36.53' LOT 62 gyp. WALK CURB S 00°16'57" E (B.S.) SETBACKS AS FURNISHED 60 00FRONT - 25'(•) REAR 20' 510E _ 5' (40' LOT) 7.5' (60' LOT) NIGHT HER ON DRI VE110' (75' LOT) SIDE STREET = 25' (60' & 75' LOT) 50' PRIVATE A/W) 15' (40' LOT) 25' FRONT SETBACK CAN BE REDUCED PLOT PLAN ONLYTo20' ON CERTAIN LOTS. NO MORE THAN 2) IN SUCCESSION AT 20' AND A MINIMUM PLOT PLAN AREA CALCULATIONS NOT A SURVEY OF (2) IN SUCCESSION AT 25' TOTAL LOT AREA 7,147 f SQUARE FEET PROPOSED = FINSHED SPOT GRADE ELEVATIONS FLATWORK ON/OFF LOT - TOTAL t SQUARE FEET FLATWORK PER DRAINAGE PLANS DRIVE PROPOSED DRAINAGE FLOW WALKS 403/ 110- 513 t SQUARE FEET FOUNDATION/PAD 2.484 t SQUARE FEET 67/300= 367 t SQUARE FEET REAR PATIO 136 t SQUARE FEET LOT GRADING TYPE A M00 SOD101 FRONT PORCH DECK 64 f SQUARE FEET 3,980/250 a 4,230 * SQUARE FEET POOL DECK N/A f SQUARE FEETI PROPOSED F.F. PER PLANS - 26.6' -NOTE. FRONT SIDEWALK AND STREET LOCATION TAKEN FROM PLANS PRONOEO BY CLIENT • NOT FIELO VERInCO - CRUSENME'YERR-SCOTT & ASSOC., INC. - LAND SURVEYORS LEccND - LEGCMD 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 P PLAT PV. POINT ONLING NOTES. I.0. IRON tPE PAL IrVPICALPOINTOr REVERSE CURVATURE 1. THE UNDERSIONED DOES THEREBY CORM' THAT 110 SURVEY MEETS NE STANDARDS OF PRACOCE SET EOR1N BY THE rLOR10A BOARD OF A. IRON ROD CONCRETE M2RDTEMT PttBAD. POW Or COMPOUND CURVATURE RADIAL PROfESWMAL SURKYORS AND MAPPERS N CHAPTER SJ_17 nMOA ADUNISTRAINE CODE PURSUANT TO SECTION 472.027. FLOROA STATUES SESET IS. 4U 4396 NIL 2. UNLESS EMBOSSED RTN SURVELORY SIGNATURE AND ORMAL RAISED SEAL. INNS SURVEY YAP OR CORES ARE NOT VALID. R[tOVC![DRECOVEREDE W. VITNESS POINTWITNESS S TWS SURVEY WAS PREPARED FROM i11LE INFORMATION iLRNBNEO TO THE SURVEYOR. MERE MAY BE DINER RESTRLCOONS PAR. POINT OF BEGINNING CALL CALCULATED OR EASO IS GNAT AO7EC7 RBS PROPERTY. At. POINT DF CONKE CCNCNI Rx PLR WOff REfUKHCE MOaMNT 4. NO UNOERGROIIMD MPROVEHMTS HAVE BEEN LMIED UNLESS ONERMISE SHOWN. it r!. BA BUILO CD FLOOR ELEVATIONSETBACKLIMOBENCHMARK A no SURVEY LS PREPARED MR THE SOLE BENERr OF NOSE COMM TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER EMI rY. R,WHAD NAIL L DISKMAIITCRDI& VAY HEREON SHOULD NOT K ro RfLONSTRIACF BOUNDARY LINES. ONENSIONS SHOW MR THE LINECSMT. CAS MENT ILL BASE KA ING 7, BEARIMM ME BASED ASSUVEO DATUM AND ON SHOWN AS BASE BEARING 8 DRAIN. DRAINAGE B. ELEVATIONS Ir SHOBM ARE BASED ON NATIONAL GEODETIC VERTICAL DAnow OE T020. UNLESS ONERUNSE NOTED. UtILf UTILITYCHAINLINK rCMCC 0. CERIT MIE OF AUTHORIZATION Me. 4520. WILM • WOOD FENCE C/B CONCRETE BLOCK P.C. • POINT Or CURVATURE P.T. POINT 0r TANGENCY Out. KI;CRUPTION R • RADIUS L • ARC LCHGTN D • DELTA C • CHORD C.D. . NATURAL GRACE NORTH CERTIFIED BY. I SCALE I--- 1' - 20 --1 1 DRAWN BY' ••• I r n. PLOT PLAN 04-03-2018 2021-18 THIS BUILDING\PROPERTY DOES NOT LIE WITHIN THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER FIRM' ZONE 1C MAP / 1211700090 F (09-28-07) V TO X. RUSENMEY.R. R.LS. / 4714 JAM SCOTT, .L.S / 4801 RECORD COPY Filename: PARK SQ MADRONA.rrr Lighting and Small Appliance/Laundry Circuits Floor Area SmAppNo LaundNo Line Neutral 2798 2 1 Lighting Summary Standard 6,463 6,463 Optional 12,894 6,463 r----------- Ranges & Ovens Range No. No? Nameplate Line Neutral 1 1 8000 0 0 3 0 0 Range/Oven Summary Standard 6,400 4,480 Optional 8,000 4,480 Dryers gwLO/. bryer No. No? Nameplate Line Neutral C FOi ----------- SA 1 5000 a RO 2 0 AgRTME4, 3. 0 Pryer Summary Standard 5,000 3,500 _ Optional 5,000 3,500---------------------------------------------------------------------------- 1 8 8 1 8 Ieating and Cooling: Actual Number = 1 Vame M? Ph No Amps Volts VA HP Line Neutral L M 1 1 22.0 240 5,280 0 1 •M 1 1 2.0 240 480 p 1' M 1 1 5.0 240 1,200 0 1 1 1 1 22 240 1 5,280 0 feat/Cool Summary Standard 12,240 0 Optional 12,240 0 Mxed Appliances: Actual Number = 6 Name M? Ph No Amps Volts VA HP Line Neutral f)ISP----- -- -i -i ---- --120 600 -- 600----600 ISH 1 1 120 1200 1,200 1,200MICRO1112012001,200 1,200 r4ATER HEATER 1 1 18.5 240 4,440 0 OPT POOL. 1 1 10 240 2,400 0 APT POOL HEAT 1 1 31 240 7,440 0 7ixed Appliance Summary Standard 12,960 2,250 Optional 17,280 2,250 Other Appliances: Actual Number = 0 dame M? Ph No Amps Volts VA HP Line Neutral ether Appliance Summary Standard 0 0 Optional 0 0 5% Max Motor: pine is Std Only; Neutral for Both Maximum Phase Amps Volts c 1 22 240Heat/Cool Phase Amps Volts 1 22 240 Fixed Appl. Phase Amps Volts P 0 Other Appl. Phase Amps Volts 0 Max Motor Summary Standard Only 1,320 0 SUMMARY ---- ------ Stan and Line Neutral Total Total = 44,383 16,693 Maximum Amperage = 185 70 Service Voltage = 240 Service Phase = 1 Optional LineNeutral Total Total = 35,510 16,693 Maximum Amperage 148 70 Service Voltage = 240 Service Phase = 1 RECORD COPY Lumber design values are In accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® RE: P2091 B-T - Park Sq Hm/ 2091 Madrona A_C / Tray MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: PARK SQUARE HMS. Project Name: P2091 B-T Model: MADRONA rdr%% AM11RVI!8 Lot/Block: 63 Subdivision: WYNDHAM PRESERVE 60' Address: 4002 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/TPI2014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 140 mph Roof Load: 40.0 psf Floor Load: N/A psf This package includes 47 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 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T13164237 Al 2/7/18 12 T13164248 81 2/7/18 2 T13164238 A2 2/7/18 13 T13164249 B2 2/7/18 3 T13164239 A3 217/18 14 T13164250 B3 2t7/18 4 T13164240 A4 2/7/18 15 T13164251 B4 2/7/18 5 T13164241 A5 217/18 16 T13164252 1 B4A 217/1812/71186T13164242A6A2/7/18 17 T13164253 B5 7 T13164243 A6T 217/18 18 T13164254 B6 2/7/18 8 T13164244 A7A 2/7/18 19 T13164255 B7 2/7/18 9 T13164245 A7T 2/7/18 20 T13164256 B8 2/7/18 10 T13164246 A8T 2/7/18 21 T13164257 B9 2/7/18 11 T13164247 A9T 2/7/18 22 T13164258 B10 2/7/18 This item has been electronically signed and sealed by ORegan, Philip, 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: ORegan, Philip 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/rPI 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/rPI 1, Chapter 2. 1111111// O'qF No 58126 STATE OF 1UJ O R f%ON M_ rc%%`• 11111111 Philip J. ORegan PE N0.56126 Mffek USA. Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 7,2018 ORegan, Philip I of2 RE: P2091 B-T - Park Sq Hm/ 2091 Madrona A_C / Tray Site Information: Customer Info: PARK SQUARE HMS. Project Name: 132091 B-T Model: MADRONA - B 2091 / TRAY CLG Lot/Block: 63 Subdivision: WYNDHAM PRESERVE 60' Address: 4002 NIGHT HERON DR. City: SANFORD State: FLORIDA No. JSeaI# JTruss Name Date 23 IT13164259 I CA 2/7/18 24 IT13164260 CAA 2f7/18 25 IT13164261 CAB 2/7/18 26 T13164262 CJ3 2/7/18 27 T13164263 CJ3A 2/7/18 28 T13164264 CJ36 2/7/18 29 T13164265 I CJ3T 2/7/18 30 T13164266 I CJ5 J2f7118 31 IT13164267 I CJ5T 12n118 32 IT13164268 IG1 2/7/18 33 T13164269 G2 2/7/18 34 IT13164270 JG3 217/18 35 IT13164271 I G4 2/7/18 36 IT13164272 G5 2!7/18 37 T13164273 I G6 2/7/18 38 T13164274 IG7 2/7/18 39 T13164275 GS 2 7 18 40 T13164276 J7 2/7/18 41 T13164277 RT 12n118 42 IT13164278 KJ6 217/18 43 IT13164279 IKJ7 2/7/18 44 IT13164280 1KJ7T 22n118 45 IT13164281 IV1 12n118 46 IT13164282 JV2 12n118 47 IT13164283 IV3 217/18 2 of Job Truss Truss Type Oty Ply Park Sq HM 2091 Madrona A C / Trey T13164237 P2091B-T Al COMMON 5 1 Job Reference (optional) Mid-Flonda Lumber, Bartow, FL. 7-10-5 7-3.13 Sx5 = amp 6 e.I JU S bep 13 eU I f MI I ex mdusmes, mc. wee reD r ue:9e:9e Lu to rage f 7-3-13 7.3-13 7.10.5 Seale = 1:82.7 1e 17 18 za 15 Ju 14 13 12 _ 3x8 = 1.Sx4 II 4xa = 3x8 = 3x4 = t.Sx4 II axe 3x4 = 448 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Udell Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.25 14-16 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.82 Vert(CT) 0.50 14-15 999 180 BCLL 0.0 Rep Stress Ina YES WB 0.54 Horz(CT) 0.18 10 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 'Except, 14.8-11: 2x4 SP No.1 80T CHORD 2x4 SP No.1 'Except' 13-17: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=18601041-0, 10=186010-8-0 Max Horz 2= 225(LC 11) Max Uplift 2- 336(LC 12), 10=336(LC 12) PLATES GRIP MT20 2441190 Weight: 249 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing direly applied. BOT CHORD Rigid ceiling directly applied or 6-10-0 oc bracing. WEBS 1 Row at midpt 6.1S. 7-15, 9-14. 5-15, 3-16 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-3482/965, 3-5=2799/854, S-6-2134/750, 6.7=2134/750, 7-9=2799/854, 9-10=-3482/ 965 80T CHORD 2- 18=-746/3096, 16-18-746/3096, 15-16=-513/2492, 14-15=-523/2416, 12-14--751/3037, 10-12=75113037 WEBS 6-15=- 43711433. 7-15=938/339, 7-14=79/550, 9-14=709/265, 9-12=0/321, 5-15-938/ 339. 5-16=79/550, 3-16-709/265. 3-18.0/321 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult-140mph (3-second gust) Vasd=108mph: TCDL-4.2psf; BCDL-3.Opsf; h=15ft; 8=45ft; L-24ft; eave=6ft; Cat. 11; Exp 8; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-0.0 to 2-0-0, Interlor(1) 2-0-0 to 22-6-0. Extedor(2) 22.6-0 to 25-6-0 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, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=336, 10= 336. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J.0' Rtgan PE MAIN MiTak USA, Ins. FL Cod 6634 6264 Parke Ent Blvd. Tampa FL 33610 Data: February 7, 2018 QWARNINO . Verffy datsfgn peramefra and READ NOrES ON INS AND INCLUDED MfrEK REFERENCE PAGE 11e47472 rev. 1010240fS BEFORE USE. Design valid for use only with MRek® connectors. This design Is based only upon parameters shown, and 1s for an Indivldual building component, not a truss system. Before use, the building designer must vedy the applicability of design parameters and property Incorporate this design into the overall hulloing design. Bracing Indicated Is to prevent buckling of IndhAdual trusts web Andfor chord members only. Additional temporary and permanent bracing M iTe k' Is always requiredforstabilityandtopreventcolapsewithpossiblepersonalin)ury and property damage. For general guidance regarding the fabrication, storage, dallvary, radlon and bmdng of trusses and truss systems, sea ANSIrrP11 Quality Criteria, OSB49 and SCSI Building Component 6904 Parka East Blvd. Safety Information available from Truss Plate Institute. 219 N. Lila Street. Suds 312. Alexandfla, VA 22314. Tampa. FL 36a 10 Job Truss Truss Type Ory Park Sq HRV 2091 Madrona A C l Trey 1P1y T13164238 IP20918-T A2 HIP 2 1 ob efere e t all Nil Florida Lumber, Bartow. FL. y 7.4.5 a.130 S Sep 15 2017 MITek Industries, Inc, we0 Feb 7 08:46:50 2018 8-0.13 6-9-13 ' 3-0-0 ' 6-9-13 6-9-13 7.45 5xe = sx5 = 6 7 27 Scale - 1:77.8 18 17 sir 'w 18 1S it 14 13 _ 34 = t.Sx4 II 8k8 = 3x4 = 3xS = 6x8 = I.5x4 11 34 89 897456423 ( 81-0 445-0-0I 7. 4-5 LOADING ( psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/de0 Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.25 16-17 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.96 Vert(CT) 0.54 16-17 999 180 BCLL 0.0 Rep Stress Ina YES WB 0.74 Horz(CT) 0.20 11 n/a file BCDL 10.0 Code FBC2017frPI2014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. ( lb/size) 2=186010-8-0.11=18601041-0 Max Horz 2=239( LC 11) Max Uplift 2--336( LC 12), 11-336(LC 12) PLATES GRIP MT20 2441190 Weight: 273 lb FT - 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5.16, 6.15, 8-15 FORCES. (lb) - Max. Comp./ Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 350311071. 3-5=-28901961. 5-6=22421854, 6-7=-19231824, 7-8=-2244/855, B-10=-2889/961, 10-11=350411071 BOT CHORD 2.18=•845/3143, 17-18--845/3143, 16-17=-643/2572, 15-16=-390/1946, 14-15=647/2492, 13.14=-849/3061, 11-13=- 849/3061 WEBS 3-18=0/287, 3- 17=6431258, 5-17-791529, 5-16=-9121366. 6-16=-231V764. 7-15=20n28, 8-15=-908/365, 8- 14--78/526, IG-14=644/259, 10.13=0/288 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=15n; B-45ft: L-45ft: eave=6ft; Cat. II; Exp B: Encl., GCpi=0.18: MWFRS ( directional) and C-C Exterior(2) -1-0-0 to 3.6-0, Interior(1) 3-6-0 to 214-0. Exterior(2) 21-G-0 to 24-0.0, Interlor(1) 30-4-6 to 46-0-0 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL-1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL - 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=336, 11=336. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J. O'Regan PE No.56126 MITak USA, Inc. Fl. Cart 6636 NU Parke Ent Blvd. Tampa FL 33610 Data: February 7,2018 QWARNINO - Verify dasfgn psrametarsrid REAo NOTES oN this AND INCLUDED aBTEK REFERENCE PACE Ma-7473 rev. I&MMf a BEFORE USE. Design valid for use only with Wake connectors. This design Is based only upon parameters shown, and Is for an Individual buading component, not a truss "am. Before use. the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall buddng design. Bracing indicated Is to prevent buckling of Individual was web and/a chord members only. Additional temporary and pernenent bracing MiTek• Is always required for stability and to prevent coltapsewithpossiblepersonalInjuryandpropertydamage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, 08849 and SCSI Building Component 6904 Parke East Blvd. Safety Information avallable ham Truss Plata Institute. 218 N. Lea Street, Suite 312. Alexandria. VA 22314. Tamps. FL 36610 Job ' Truss Truss Type oty Ply Park Sq HmI 2091 Madrona A C / Tray T13184239 P20918-T A3 HIP 2 1 Referencejob Mid -Florida Lumber, Banow, FL. 8.8.5 a. I stl s sep ]a zu It Nu I ex 10:VADyiuZOwOnl2xygnlY13zgvcy-KO 1 2.10 3 19-0-0 26-0-0 32.1-13 8.1.13 8.1.13 7.0-0 8.1.13 5x5 - 5x8 8 27 28 7 mc, vvea red r uo:ao:at min 8-1-13 64-5 Scale - 1:78.1 e 12 to it if as 16 00 15 - .. - - 3x4 = 3x8MTIOHS = 3xB = 30 = 3x8MT,8HS = 3x4 = 34 = 3x8 LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip OOL 1.25 Lumber DOL 1.25 Rep Stress Inv YES Code FBC2017frP12014 CS1. TIC 0.73 BC 0.98 WB 0.32 Matrix -MS DEFL. In (loc) Udell tJd Ven(LL) -0.36 16-18 >999 240 Vert(CT) -0.67 13-15 >800 180 Horz(CT) 0.18 11 n/a n/a PLATES MT20 MT18HS Weight: 248 lb GRIP 2441190 2441190 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 2.2-0 oc punins. 6.7: 2x4 SP No.t 80T CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 80T CHORD 2x4 SP No.1 'Except' WEBS 1 Row at midpt 5-16. 7-16. 8-16 14.17: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 11-1860/0.8-0, 2-1860/0-8-0 Max Horz 2=-192(LC 10) Max Uplift 11 -336(LC 12), 2=336(LC 12) Max Grav 11=1864(LC 18), 2=1860(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3527/1058, 3-Sc-3285/1022, 5-6=-2437/870, 6-7=-21331840. 7-8=-2453/870, 8-10=3300/1022, 10.11-3543/1058 BOT CHORD 2-18=-853/3234, 16.18=669/2721, 15-16-461/2170, 13-15=-677/2593, 11-13-862/3104 WEBS 3-18=-380/211, 5-18=-108/609, 5-16=-751/314, 6-16=-184/743, 7-15--178/821, 8-16=-751/314,8-13=-108/608,10.13=-380/211 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult-140mph (3-second gust) Vasd=108mph: TCDL=4.2psf; BCDL-3.0psf; h-15ft; B=45ft; L=24ft; eave=6tt; Cat. It: Exp 8: Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0.0 to 2-0-0. Interior(1) 2-0-0 to 19-0.0, Exterior(2) 19-0-0 to 30-2-15. Interior(1) 30-2-15 to 46-0-0 zone:C-C for members and forces 8 MWFRS for reactions shown: Lumber OOL-1.60 plate grip DOL-1.60 This item has been 3) Provide adequate drainage to prevent water ponding. electronically signed and 4) All plates are MT20 plates unless otherwise Indicated. sealed by ORegan, Philip, PE 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. using a Digital Signature. 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 Printed copies of thiswillfitbetweenthebottomchordandanyothermembers, with SCOL = I0.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at -lb) document are not considered 11=336, 2-336. signed and sealed and the signature must be verified on any electronic copies. Phhip J.0'Regan PE No.58126 MTek USA, Inc. Fl. Cart 4634 6804 Parke East Blvd. Tampa FL 33610 Date: February 7,2018 QWARNINO • Verify dsslgn pararnsfera and READ NOTES ON Ties AND INCLUDED MITEK REFERENCE PAGE NO.7473 rev. 1"W1115 BEFORE USE. 0e30 valid lot we only with Mrrak* Connectors. This design Is based only upon parameters shown, and Is for an IndHWuol building component, not a truss system. Before use, the building designer twat verify the applicability at design parameters and properly Incorporate this design Wo the overact buadbtg design. BracingIndicated Is to prevent buckling of Individual tress web andior chord members any. Addent lonaltemporaryandpennabracingM iTek' Is always required for stability and to prevent collapse with possible pen mol Injury, and property damage. For general guidance regarding Oct fabrication, storage, delivery. erection and bracing of trusses and truss systems, sea ANSVTPII Quality Colons, 08842 and SCSI Building Component 6904 Parke East Bind. Safety Information available ham Truss Plate Institute. 216 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa. FL 368110 Job Truss Truss Type Ory Park Sq HrN 2091 Madrona A C / Tray JPty T13184240 IP20918-T A4 HIP 2 1 b do all Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 Mrrek 1 D:VADyiuZOwOnl2xygntYl3zgvcypOYumh 0 8-0S IIN 17-0-0 22$-0 28-0.0 33.513 0 8 5 13 5.5.13 56-0 56-0 5 5'l3 5x8 = I.Sx4 II sxe 8 29 7 30 8 dries, Inc. Wed Feb 7 08:46:52 2018 Page 1 lhgxdM7GBEeUxz4cHz48XAxp bWNpznaWX 8.11-11 45-0-0 4 -0 St 3 6-0S -0 Scale - 1:78.7 20 3:1 34 IV 16 30 17 JC 16 lasr 3b 14 3x4 = US = 3x4 = 3x8 = 30 = US = 3x4 = 3x6 = 3x8 I B-24 17-0.0 226-0 I 28-0-0 I 38.2.12 45-0-0 8.94 8.2.12 56-0 56-0 8-2-12 8.94 LOADING (par) SPACING- 2-0-0 CS1. DEFL. In (loc) IldeB Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.27 14-16 999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.90 Vert(CT) 0.54 14-16 995 180 BCLL 0.0 Rep Stress Incr YES WB 0.83 Horz(CT) 0.18 12 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.1 'Except' BOT CHORD 15-19: 2x4 SP No.2 WEBS WEBS 2x4 SP No.3 REACTIONS. (lb/size) 12-1860/0-8-0.2-1860/0-8-0 Max Horz 2=173(LC 10) Max Uplift 12=336(LC 12), 2=336(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-356311085, 3-5-335011054. 5.6=-2615/919. 6-7--2409/918, 7-8=2409Ma. 8-9=2615/919, 9.11=-3350/1054, 11-12=3563/1085 BOT CHORD 2-20-88313257, 18-20-724/2816, 17-18=524/2365, 16-17=532/2289, 14-16=-732/2687, 12-14=-89213128 WEBS 3-20=3311186. 5.20=-941519. 5.18=-665/291, 6-1 8=- 166/725, 6-17=1221426. 7-17--372/193, 8-17-122/426, 8-16=-168n25, 9-16-665/291, 9-14=94/519. 11-14=3311186 Weight: 262 lb FT = 20% Structural wood sheathing directly applied or 2-7-9 oe purlins. Rigid ceiling directly applied or 6-7-13 oc bracing. 1 Row at midpt 7-17 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7- 10: Vuft-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., GCpl=0.18; MWFRS (directional) and C-C Exterior(2) -1-0.0 to 2.0-0. Interlor(1) 2-0.0 to 17-0-0, Exterior(2) 17-0.0 to 32.2.16, Interior( 1) 32-2.15 to 46.0.0 zone:C-C for members and forces 8 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 pal 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 rd between the bottom chord and any other members, with BCDL - IO.Opsf. 6) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at -lb) 12=336. 2.336. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J.ORegan PE No.S6126 MITak USA, Inc. FL Cert 46U 69U Parke East Blvd. Tampa FL 33610 Date: February 7,2018 AWARNINO • Verify dargn parameters and READ NOTES ON lies AND INCLUDED MREK REFERENCE PA E AW7473 rev. l"W016 BEFORE USE. Design valid for use only with Mf rak® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a fruits system. Before use, the building designer must verity me appikaWBy of design parameters and property Incorporate this design Into the overa8 building design. Brac hg Indicated Is a prevent inciting of Individual Wits wab andfor lord members only. Additional temporary and permanent bracing M iTe k' Is s Weya requiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamage. For general guidance regarding the fatxkstlon, storage, delivery, erection and Wading of canes and truss systems, see ANStlTPiI Quality criteria, OSS42 and SCSI Building component 6906 Parka East Blvd. Safety Information available from Trues Plate Institute, 218 N. Lea Street. Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hm/ 2091 Madrona A C / Tray T13164241 P2091B-T AS HIP 2 1 Mid-Flodda Lumber, Bartow, FL. 6.00 52 5x8 8.130 s Sao 15 2017 MTek 7-2-12 I.5x4 II Sx8 = Inc. Wed Fab 7 03:46:54 2018 7.9.4 Scale - 1:78.7 19 It Is 33 I5 34 14 13 _ 12 _ 34 _ t.5x4 II 3x4 = 3xS = 4x6 I.5x4 11 3x8 4x8 _ 3x4 = LOAOING (ps, SPACING- 2.0-0 CSI. OEFL. in floc) Udeft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) 0.26 14-15 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.96 Vert(CT) 0.52 14-15 999 1B0 BCLL 0.0 ' Rep Stress Incr YES WB 0.57 Harz(CT) 0.20 10 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrbr-MS LUMBER - TOP CHORO 2x4 SP No, t 'Except' 6-7: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 10=1860/0.8-0, 2=1860/0-8-0 Max Harz 2=153(LC 11) Max Uplift 10=336(LC 12), 2-336(LC 12) PLATES GRIP MT20 244/190 Weight: 240 lb FT - 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oil: bracing. WEBS 1 Row at midpt 3-16. 9.14 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3502/1093, 3.5=2796/952, 5-6=-273211012, 6-7=-273211012. 7-9-27941953. 9-10=-3492/1090 BOT CHORD 2-18=879/3080, 16-18=-879/3080, 15.16--602/2445, 14-15=-611/2409, 12-14=-883/3050, 10-12=883/3050 WEBS 3-18=01314, 3-16=744/313, 5-16-97/563. 5.15=-172/607, 6-15=512/259, 7-15=-1731607, 7-14--101/568, 9-14=739/310, 9-12=0/315 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vuh=140mph (3-second gust) Vasd-108mph: TCDL=4.2pst., 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) -1-0-0 to 2-0-0. Interior(1) 2-0.0 to 15-0-0. Exterior(2) 15-0.0 to 34-2-15. Interior(1) 34-2-15 to 46.0.0 zone;C-C for members and forces 8 MWFRS for reactions shown: Lumber OOL=1.60 plate grip OOL=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 rn between the bottom chord and any other members, with BCOL = tO.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at -lb) 10-336, 2=336. This item has been electronically signed and sealed by ORegan, Philip, 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. PhWp J. O'Regan PE No.68124 WTak USA, Inc. FL Cart 4634 69U Parke East avid. Tampa FL 33610 Date: February 7,2018 QWARNING - Verlry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIF7472 rev. 10l WDIS BEFORE USE. Design valid for use only with MReklb connectors. This design Is based only upon parameters shown, and le for an Individual building component, ndl a truss system. Before use, me building designer must verily the applicability of design parameters and property Irrarporete this design Imo the overact building design. Bracing indicated Is to prevent buckling of Individual thus web and/or chord members only. Additional temporary and permanent bracing M iTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. Far general gudanca regarding trait fabrication, storage, delivery, oradion and bracing of trusses and truss systems, sea ANSVrPN Quality Criteria, 03049 and SCSI Building Component 6904 Parke East Bhrd. Safety Information available from Truss Plate Institute. 216 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa. FL 361110 Job Truss Truss Type Ory Ply Park Sq Hint2091 Madrona A C / Tray T13164242 P20918-T ABA HIP 1 1 b Reference (optional) Mid-Flodda Lumber, Bartow, FL. 6.9.4 Sx7 = Sx5 4 29 30 31 5 S.130 a Sep 15 2017 MITek InduStneS, Inc. Wed Feb 7 0a:46:55 2018 Page 1 6.4.9 I.Sx4 11 5x7 = 6 32 33 34 7 6-2-12 6.9.4 Scale = 1:77.4 20 19 1O 17 JO 16 13 11 1.Sx4 II 3x6 = 3z4 = 3x8 = Is 39 143x4 = 12 US = 3i5 - 1.Sx4 II 3x4 = 3x6 = 8.9 6.2.12 8 4-9 8 2.13 0 8 5 4-0 0-0 5 3 8 0 11 B 9 4 Plate Offsets (X Yl- WO-5-4 0.2-81 15:0.2.8 0.3.41 17'0-S-4 0-2-81 LOAOING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid TCLL 20.0 Plate Grip OOL 1.25 TC 0.62 Vert(LL) 0.09 16-17 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.60 Vert(CT) 0.19 16-17 999 1B0 BCLL 0.0 Rep Stress Ina YES WB 0.97 Horz(CT) 0.05 15 n/a n/a SCOL 10.0 Code FBC2017/TPI2014 Matrix -MS LUMBER- BRACING - PLATES GRIP MT20 2441190 Weight: 248 lb FT = 20% TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3.10-14 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid. ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-17. 5-16 REACTIONS. All bearings 0-8-0 except at -length) 13=11-3-0, 15=0-3.8, 12-0.3-8. lb) - Max Florz 2-134(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 9 except 2=-203(LC 12). 13=-258(LC 12), 15=-143(LC 12) Max Grav All reactions 250 lb or less at joint(s) 12 except 2=1076(LC 21), 13=1512(LC 1), 9=320(LC 22). 15=863(LC 17) FORCES. (lb) - Max. CompJMax. Ten. - All forces 260 (lb) or less except when shown. TOP CHORD 2-3=-18171571. 3-4=12061447, 4-5=-754/364, 7-8-131/727, 8-9=-1401284 BOT CHORD 2-20=-421/1599, 19.20=-421/1599, 17-19=-177/1051, 16.17=-801762, 15-16=-811/338, 13-15=6111338 WEBS 3-20=0/282, 3-19=646/278. 4-19=-87/468, 4-17 397/138, 5.17--79/545, 5-16 1196/371,6- 16=399/210,7-16=-237n42,7-13=-1162/414,8-13-851/298 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; BCOL-3.Opsf; h=15ft; B-45ft: L=24ft; eave=6ft: Cat. It: Exp 8: Encl.. GCpi= 0.18: MWFRS (directional) and C-C Extedor(2) -1.0.0 to 2-0-0, Interior(1) 2.0-0 to 13-0-0. Extertor(2) 13-0-0 to 38-2-15, Interior(1) 36-2-15 to 46.0-0 zone;C-C for members and forces 8 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 nonconcufrent 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 rd between the bottom chord and any other members, with SCOL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joints) 9 except (jt=lb) 2.203, 13.258. 15= 143. QWARNING - Verity design parameters and READ NOTES ON rNIS AND INCLUDED MIf EK REFERENCE PAGE MO.7472 rev. 100112/2015 BEFORE USE. Deep valid for use ordy with MRek® connectors. This design Is bused only upon parameters shown, and Is for an Individual building component. nol a truss system. Before use, the build" designer must vetlty the applicability of design parameters and property UCarWale this design into the overall building design. Bracing Indicated Is to prevent buckling of indivlduet trues web and/or mdro members only. Additional temporary and permanent bracing Is always required for stabtllry and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, OS1342 and SCSI Building Component Safety Information available from Truss Plate Institute. 216 N. Lee Street, Sube 312. Alexandria, VA 22314. M d 46 1q This itemhas been electronically signed and sealed by ORegan, Philip, 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. Philip J.0'Regan PE No.66126 Mi'Tak USA, Inc. FL Cart 46U 6904 Parke East Blvd. Tampa FL 336f0 Oatc February 7,2018 MiTek- 6904 Parka East Blvd. Tampa. FL 36610 Job Truss Truss Type Dry Ply Park Sq Hml 2091 Madrona A C / Tray T13184243 P2091B-T A6T SPECIAL 1 2 Job Reference lootionall Mid -Florida Lumber, Bartow, FL. 6-9-4 6.2.12 541-9 56.13 a.130 s Sep 15 2017 MTek Inc. Wed Feb 7 08:46:56 201a Pace 1 4.4-13 Scale - 1:70.1 Sx8 = 1.Sx4 II 16 = 3x8 = 4 3334 35 5 8 7 2.4 II 38 37 8 9 5x5 23 22 qu cr 20 19 18 17 1.5x4 II `x9 13 3x6 = 1.Sx4 II 3x4 = 3i6 3x8 = 5x5 = 2x4 II 1.Sx4 II 2x4 II 4x6 1.Sx4 II 3x4 = LOADING (psi TCLL 20.0 TCDL 10.0 BCLL 0.0 ' BCOL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Inca YES Code FBC2017frP12014 CS1. TC 0.66 BC 0.98 WB 0.58 Matrix -MS OEFL. In Vert(LL) -0.28 Vert(CT) -0.60 Horz(CT) 0.31 loc) Udefl Lid 17 >999 240 17 >889 180 12 n/a n/a PLATES GRIP MT20 2441190 Weight: 552 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 5-11-3 oc purlins. 10-12: 2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 80T CHORD 2x4 SP No.2 *Except' 2.2-0 ce bracing: 11-14. 17-24.8-18: 2x4 SP No.3, 11-16: 2x4 SP No. 1D 10-0.0 OC bracing: 16-18 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=18661041-0, 12=1830/0.8-0 Max Harz 2=148(LC11) Max Uplift 2=-328(LC 12), 12=-286(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3549/1115, 3-4=-2959/997, 4.5=-3045/1082, 5-7-304511082. 7-8=3296/1107, 8-9=3306/1108,9.10=-3747/1190,10.11=-4574/1400,11-12=1065/360 BOT CHORD 2-23=-93213109. 22-23=-932/3109. 20-22=693/2570, 19-20=-833/3115, 15-16=-780/3009, 14-15=-1244/4272,11-14=-1243/4279,16.18=0/254,8-18-266/144,11-13-122/416 WEBS 3.23=01272, 3-22-632/274. 4-22=-94/475, 10-14-20/269, 9-16=-247/918, 9-15=-231/752,10-15=1226/468,5-20=-3601192.7-19--444/176,4-20--237/832, 16-19=-784/3020, 7-16=-311306 NOTES- 1) 2-ply truss to be connected together with IOd (0.131"xW) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0.9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0.9-0 OC. Webs connected as follows: 2x4 - 1 row at 0.9-0 Oc. This item has been 2) All loads are considered equally applied to all plies, except If noted as front (F) or back (8) face In the LOAD CASE(S) section. Ply to electronically signed and ply connections have been provided to distribute only loads noted as (F) or (8), unless otherwise indicated. sealed by ORegan, Philip, PE3) Unbalanced roof live loads have been considered for this design. using a Digital Signature. 4) Wind: ASCE 7-10: Vuh-I40mph (3-second gust) Vasd=108mph; TCDL=4.2psf: BCDL=3.Opsf; h=15ft: B=45ff; L=45ft; eave=5ft: Cal. Printed11; Exp 8; Encl.. GCpi=0.18: MWFRS (directional) and C-C Extedor(2) -1-0-0 to 3.5-10. Interior(1) 3510 to 13", Exterior(2) 13-0-0 copies of this to 36-5-10. Interior(l) 36.5.10 to 44-8-1 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL-1.60 plate document are not considered grip DOL=1.60 signed and sealed and the 5) Provide adequate drainage to prevent water pending. signature must be verifiedThistrusshasbeendesignedfora10.0 psf bottom chord live load nonconcurlent with any other live loads. on any electronic copies. 7) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide Philip J.0'Regan PE No.SA128willMbetweenthebottomchordandanyothermembers, with BCDL - 10.0psf. MITak USA, Inc. FL Cad 46148) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 6OU Parke East Blvd. Tamps FL 23616 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) Data: 2=328.12=286. February 7,2018 AWARNINO - Verity design paremsters and READ NOTES ON THIS AND INCLUDED ACTEK REFERENCE PAGE 701.7472 rev. 14,07/2015 BEFORE USE. www assign wile for use only with MITalt® conneaorc This design Is based only upon paremetars shown, and is for an Individual building component, rip a truss system. Before use, the building designer must verify the applicability of design pstametats and ptepedy Inwrpetate this design into the evened building design. Bracing Indicated IS to prevent buckling of individual truss web andrar awed mambera limy. Addtllonsl temporary and permanent bracing M iTek' Is akvsys required for stability and to prevent Collapse with possible personal Injury and property damage. For general guidanca regarding the fabrication, storage, delivery, aaalon and bracing of wasas and Ifun systems, "a ANSVTPII Oualhy Criteria. OSSde and SCSI Building Component Safety Information available from Truss Plate Institute. 218N. Lee Street. Suite 312. Alaxandfle. VA 22314. 6904 Parke East 81vd. Tampa. FL 38610 Job Truss Truss Type Park Sq HffV 2091 Madrona A C / Tray 10ty JPty T13164244 P2091B-T VA HIP 1 1 b Reference o 'o e Mid -Florida Lumber, Bartow, FL. a.130 s Sep 15 2ol f saner industries, Inc. wed t-eo / Ua:40:5/ AUM rage I ID:VHOyiuzOwOdl2xygntYl3zgvcy-9ALnplGw?bKz2OFy2hglB_gt0111 pgggzGJH21 znaWS 7.12 11-0-0 18.8.9 2&3.7 34-0-0 37-1-12 45-0-0 4 0 7-10.4 3.1.12 7-&9 7.8-13 7•1-9 3 1.12 740 4 Scale - 1:77.5 Sx7 3x4 = 34 = 1.Sx4 II Sx7 = 4 28 29 30 5 8 7 3132 33 a w r„ 3x4 i 3x4 3 9 27 3' 26 35 19 to 17 18 " 15 14 J6 13 12 _ 3x5 1.Sx4 II 3x4 = 3x8 3x4 = 34 = 3ia8 _ 3x4 = I.Sx4 II US 18.8-9 7.101 3 1.12 7-8-9 75.11 0- 3 1.12 7.10.4 Plate Offsets /X Yl- f2a0.2-10 0.1.81 f4.0-S-4 0-2-81 I840-5-4 0.2-81 110:Edoe 0.0.41 LOADING (psf) SPACING- 2-0-0 CSI. OEFL. In (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip OOL 1.25 TC 0.81 Vert(LL) -0.11 19-22 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.26 BC 0.72 Vert(CT) -0.26 19-22 >999 ISO BCLL 0.0 Rep Stress Ina YES WB 0.68 Horz(CT) 0.04 15 n/a n/a BCDL 10.0 Code FBC2017frPI2014 Matrix -MS Weight: 238 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-12 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4.16. 5-IS. 8-15 REACTIONS. All bearings 0-8-0 except Qt=length) 15=0-3.8, 12=0-3-8. lb) - Max Horz 2=115(LC 10) Max Uplift All uplift 100 lbor less at joint(s) 12. 10 except 2=-186(LC 12), 15=334(LC 12) Max Grav All reactions 250 lbor less at joints) except 2=973(LC 21), 15=1914(LC 1), 12=557(LC 22). 10=324( LC 22) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1516/493, 3-4-11291449. 4-5=-6251300, 5-7=901600. 7-8=-901600 BOT CHORD 2-19=- 334/1329, 18-19-334/1329, 16-18=-179/1020, 15-16=-59/663 WEBS 3-19=01251. 3-18=516/248,4-18=-147/533,4-16=-440/156, 5-16=-44/497, 5-1So- IS10/484, 7-15=-493/259, 8.15=640/236, 9-12-367/151 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=14Omph (3-second gust) Vasd=108171ph: TCOL=4.2psf; BCDL=3.Opsf; h=15ft: B=45ft: L=2411: eave=6ft: Cat. 11; Exp B; Encl.. GCpt= 0.18: MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0.0. Interior(1) 2-0.0 to 11.0.0, Exterior(2) 11-0-0 to 38-2-15. Interior(1) 38-2-15 to 46-0.0 zone:C-C for members and forces & 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 bad nonconcurrent with any other live loads. This item has been 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 electronically signed and will fit between the bottom chord and any other members, with BCDL - 10.Opsf. sealed by ORegan, Philip, PE 6) Provide mechanical connection (byothers) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) 12, 10 except using a Digital Signature. Qt=lb) 2=186. 15=334. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Philip J.ORegan PEN AIM MiTak USA, Inc. FL Carr, OU 6904 Parke East Blvd. Tampa FL 33610 Date: February 7,2018 QWARNINO - Verify design parameters and READ NOrEs ON rNIS AND INCLUDED AIIrEK REFERENCE PAGE MII.7473 rw. f0r02/2018 BEFORE USE. Design valid tar use only with MiTakS, rxmnectors. This design Is based only upon parameters shown, and Is for an IndlAdual building component, ma a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the averse building design. Bradng Indicated Is to buckling of Individual trust web andiar chord members only. Additional temporary and permanent bracIng M iTe k' prevent Is always required forsubs iry and to prevent co,lapsa with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bradng of trusses and truss systems, sea ANSVTPII Quality Criteria, OSS49 and SCSI Building Component 6204 Parka East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street. Sues 312. Alexandria, VA 22314. Tampa, FL 38610 Job Truss Truss Type Oty Ply Park Sq Herd 2091 Madrona A C / Tray T13184245IP2091B-T A7T SPECIAL 1 Mid -Florida Lumber. Banow, FL. a.130 S Sep 15 2017 MTak industries. Inc. Wed Feb 7 011:46:56 201a 5.9.4 5.2-12 8.4-9 6-2.13 94-2 1-04 4-0-10 4-3-14 ' 2-7.8 Sx8 1.Sx4 11 5x8 = 2x4 11 SxB = 4 313233 5 a 34 7 35 a 21 20 19 18 17 18 3x4 = 1.5x4 I I " 12 US = 1.Sx4 11 3x4 = 5xe = 5x5 = 2x4 11 1.Sx4 11 2.4 11 AIMS 1.Sx4 11 5-0 4 5-2-12 6-4.9 8 2-13 9 4.2 4 0 10 4-3 14 2-7 6 LOADING (psf) SPACING- 2.0.0 CSI. DEFL. in loc) I/de8 Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Ven(LL) 0.31 16 999 240 TCDL 10.0 Lumber COL 1.25 8C 0.98 Ven(CT) 0.67 16 803 1B0 BCLL 0.0 Rep Stress Incr YES WS 0.67 Horz(CT) 0.32 11 n/a n/a SCOL 10.0 Code FBC2017frP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 'Except' 9-11: 2x6 SP DSS BOT CHORD 2x4 SP No.2 'Except' 16-22,10.12,7.17: 2x4 SP No.3, 10-15: 2x4 SP No. 1D WEBS 2x4 SP No.3 REACTIONS. lb/size) 11=1830/0.8-0, 2=1866/0.8-0 Max Horz 2-126(LC 11) Max Uplift 11=-286(LC 12), 2=328(LC 12) Seale = 1:78.1 PLATES GRIP MT20 2441190 Weight: 530 lb FT - 20% BRACING - TOP CHORD Structural wood sheathing direly applied or 6-0-0 oc punins. 80T CHORD Rigid ceiling directly applied or 10-0.0 oc bracing, Except: 2-2-0 oc bracing: 10.13. 10-0.0 oc bracing: IS-17 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3-3586/1144. 3-4=-3117/1044. 4-5--3516/1212, 5-6=-351711213, 6-7=-401411305. 7-8=4036/1311,8-9=-3745/1194,9-10=-4574/1410.10-11=-10601362 BOT CHORD 2-21-96613150. 20-21=-96613150. 19-20=-763/2728. 18-1 9= 1029/3695, 14-15=-877/3288, 13-14=1249/4273, 10-13=1248/4280. 10-12=-1221413. 15-17=0/267, 7-15=-339/188 WEBS 3-20=-508/233, 4.20=-79/411, 9-13-19/281, 8-14-205/694, 9-14-1195/449, 8-15=-342/1181, 5.19-405/217. 6-18=-454/193, 15-18=-954/3501, 6-15=74/434, 4-19=-332/1134, 6-19--318159 NOTES- 1) 2-ply truss to be connected together with IOd (0.131"xW) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0.9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-" 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 e3 Mont (F) or back (8) face In the LOAD CASE(S) Section. Ply to ply connections have been provided to distribute only loads noted as (F) or (13). unless otherwise Indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10: Vuft=14Omph (3-second gust) Vasd-108mph; TCDL=4.2psf; BCOL-3.Opsf. h=15ft; B-45ft: L=45ft; eave=5ft; Cat. 11; Exp 8; Encl., GCpi-0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 3-5-10, Interior(1) 3-5-10 to 11-0-0• Exterior(2) 11-0-0 to 38-5-10, Interior(1) 38-5-10 to 44-8-1 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other jive loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at jolnt(s) 11 considers parallel to grain value using ANSlfrPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=286. 2-328. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J.0'Regan PE MAIM MiTak USA, Inc. FL Cart 6634 62U Pars East Blvd. Tampa FL 33610 Oata: •• February 7.2018 AwARN/No - Vrlfy daslOn paramafra and READ NOES ON TIOS AND INCLUDED MIrEK REFERENCE PAGE MO.7473 rw. I04312015 BEFORE USE. Oesign vaild for use only wbh Weida Connectors. This design Is based Only upon parameters shown, and Is for an h bivieual bubdlrtg component, not a UUSS System. Before use, the building designer must vailly the appflualiry, of design parameters and properly Inouporata this design into the overall budding design. 81fielnp Indicated is to prevent buckling of IndMdual truss web and/or Chord members only. Additional temporary and permanent tracing iw iTe k' - Is always required for stability and to prevent coltapx with possible personal Injury and property damage. For general guidance regarding the tab -leg on. storage, delivery. eradlon and bradng of trusses and truss systems. Sea ANSVTPN Quality Cdtena, 03642 and SCSI Building Component 6904 Parke East Blvd. Safety IMormatlon available from Truss Plate Institute. 218 N. Lea Street, Subs 312. Alexandria. VA 22314. Tampa. FL 36810 Job Truss Truss Type City Ply Park Sq HM 2091 Madrone A C / Tray I T13184246 P2091B-T AST SPECIAL 1 Job Reference factional) Mid -Florida Lumber, Bartow. FL. 0 4-9r1 9-0-0 13.1a9 4.9.4 4-2-12 4-10-9 5x8 = 6.00 12 4 0.130 S Sep to zu1! Mr1@x industries. Inc. vvea FeD f ue:4e:*bi zute rape 1 4.8.13 4.1-13 4.8.13 4.10.8 ' 3-" 1.Sx4 II 1.5x4 II 3x8 = 18 = 3x8 = 2x4 II 5x8 = 5 11 11 6 7 a 9 v 14 1A 10 11 0\ FAA I L 1. FAA. 1 A HEF- 5x8 24 23 21 20 19 Is 30 22 3x8 = 30 = 3x8 = 3x8 = 3x8 = 6x8 = 2x4 II 1.Sx4 II 13a 2V1!9 32-11•e I 83-0 4.$ 4 4I-03 4.10 8 3-0 8 Plate Offsets (X.Y1- 14:0.6-0.0-2-81.111:0-6 0.0.2.81.f13:0.2-2.0.1.81.f13:0.4-7.0-0.131.117:0.2-12.0-2-121 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (loc) Udell ud TOLL 20.0 Plate Grip DOL 1.25 TC 0.66 Ved(LL) 0.31 19-20 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.99 Vert(CT) 0.63 19-20 850 180 SCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(CT) 0.32 14 n/a nla BCDL 10.0 Code FBC2017frPI2014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD 11-14: 2x6 SP OSS BOT CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 14=1786/0.8.0, 2=184810-8-0 Max Harz 2=104(LC 11) Max Uplift 14=299(LC 12), 2=-334(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-353111202, 3-4=-324211090, 4-5=3773/1314. 5.6=377311314, t3.8=-4391/1499, 8-9=4391/1499, 9.10=-4323/1476, 10-11=-4356/1485, 11-12=-4110/1361, 12.13=-5192/1726,13-14=-1038/372 BOT CHORD 2-24=-1027/3129, 23-24=-83512850. 21-23=127914281. 20-21-127914281, 19-20=-1229/4116,18-19=-84/311,16-17=-104213571.13-16=-161215062, 13-15=1261406 WEBS 3-24=339/218.4-24=-541388, 11-17=405/1234. 11-16=2871963, 12-16=-17341660, 5.23=-3081170, 8-20=-278/141, 9-19=-722/278, 4-23=429/1323. &23=-7541211, 9-20=116/431. 17-19--1170/3889, 9-17=78/275 Scale = 1:78.1 PLATES GRIP MT20 244/ 190 Weight: 523 lb FT = 20% Structural wood sheathing directly applied or 5-11 - 9 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 2-2-0 oc bracing: 13.16. NOTES- 1) 2-pry truss to be connected together with I Od (0.131'x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0.9.0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 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: Vuft=140mph (3- second gust) Vasd=108mph: TCDL=4.2psh BCDL=3.Opst; h=15ft: B-45ft; L-45ft; eave=5ft; Cat. 11; Exp 8; Encl.. GCpi=0.IS: MWFRS ( directional) and C-C Exterlor(2) -1-0.0 to 3-5-10, Interlor(1) 3.5-10 to 9-0-0. Exterior(2) 9-0.0 to 40-6-10, Interior(1) 40-5.10 to 44-8-1 zone:C-C for members and forces 8 MWFRS for reactions shown: Lumber DOL-1.60 plate grip OOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psi bottom chord live load nonconeurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0.0 wide will fit between the bottom chord and any other members. f 8) Bearing at joint(s) 14 considers parallel to grain value using ANSlfTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at -lb) 14-299. 2-334. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J.ORegan PE No.S8126 MITek USA, Inc. FL Cart 6634 69114 Parke East Blvd. Tampa FL 33610 Dale: February 7,2018 QWARNING - Verily awagn parameters and READ NOTES ON r dS AND INCLUDEO MI rEK REFERENCE PACE Ma•74r3 rev. 10AW615 BEFORE USE. Oeslgn valid for use only with MtTakIll Connectors. This design Is based only upon parameters Shawn, and Is for an hMMdual building component, not a truss system. Before use, the building designer must wily the applicability of design parameters and property Incorporate this design Into the overall ding design. Bracing Indlemed Is to prevent buckling of Individual truss web and/or chard members only. Additional temporary and permanent bracing M iTe k' I s always required for stebally, and topreventcollapsewithpossiblepersonalInjuryandpropertydamage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of Vunes and truss Systems, ssa ANSVrPit Oualby Criteria, OSB-e9 and BCSI Building Component 6904 Parka Fast Blvd. Safety Information available from Ttuss Plate Inslilda. 218 N. Lee Street. Subs 312. Alexandde. VA 22314. Tamps. FL 36610 Job Truss Truss Type Oy Ply Park Sq Hm/ 2091 Madrona q C / Tray I T13184247 P2091B-T A9T SPECIAL 1 Job Reference loptionall Mbd•FlOdda Lumber, Banow, FL. S.i30 s Sep is 20i r Ml Tek Inausulas. inc. Wed Feb 7 08:47:0t 20i6 rage i I D:VADyiu2DwOdl2xygntYl3zgvcy-2xblfgJR3pgOW 7YjHXvhLgNdv7eleRGtuHUBozna WO 7,! 13-0-0 17.4-0 21 1 211-0-0 32.11 8 36-0-0 40-0-0 42 4$ 1 2.12 4. 4 4-0 4-0 8.11 8 5-0 6 2-0-0 2 4 8 2.7 8 Scala - 1:78.6 5xB 1.5x4 II 3x6 = 5x5 = 4x8 = 3x4 = 3x4 II 8.fX1 12 Sx8 4 32 33 5 34 35 6 38 737 38 39 8 40 41 942 43 t0 44 45 11 2 e 14 $ 25 46 47 24 48 23 2240 21 SO Si 9P 53 19 54 18 55 4x4 = 15 3x8 = 3x4 = 3x8 = 34 = 3x10 = 1.Sx4 II 300 = 2x4 It 2x4 II 3x8 = 1.Sx4 11 axe SHOWN, INN lik L WIN LOADING (psf) SPACING- 2-0-0 Cat. DEFL. In floc) I/deg L/d PLATES GRIP TCLL 20.0 Plate Grip DOL I,25 TIC0.97 Ven(LL) -0.14 13-16 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.28 13-16 >637 180 BOLL 0.0 ' Rep Stress Ina NO WB 0.63 Horz(CT) 0.15 14 n/a n/a BCDL 10.0 Code FBC2017frPI2014 Matrix -MS Weight: 251 lb FT - 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 5-3-4 oc purlins. 11-14: 2x4 SP NoAD BOT CHORD Rigid ceiling directly applied or 6-" oc bracing. COT CHORD 2x4 SP No.2 'Except' WEBS 1 Row at midpt 11-17, 4-24, 8-19 10-18,13.16: 2x4 SP No.3, 13-17: 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. All bearings "-0. lb) - Max Horz 2=84(LC 7) Max Uplift All uplift 100 lb or less at joints) 14 except 2 146(LC 8). 24=-494(LC 8). 19=-697(LC 8) Max Grav All reactions 250 lb or less at joint(s) except 14-344(LC 1). 2-651(LC 1). 24=2339(LC 17). 19=3435(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-972/205, 3-4-7681172. 4-5=1131671, 5-6=113/671. 6-7=3091167. 7-8-309/167. 8-9=- 409/2350,9-10--310/1793,10.11=-296/1737,11-12=-359/194,12-13--487/118 BOTCHORD 2- 25=-1471849,24-25-1001678.20-21=702/165,19-20-7021165.10.17=-43911as, 16-17=-205/360, 13-16=-92/452 WEBS 3-25=-283/ 78, 4-25--28/688. 11-17-2223/434, 11-16=-951740, 5-24-643/251, 9.19-915/243, 17-19=2409/537, 9-17=-166/803, 4-24-1544/319, 6-22=0/282, 7-21=531/215, 8-20=0/318, 8-19=-21461442. 8-21=215/1109, 6-24-10701219. 12-16=-263/76 NOTES- 1) Unbalanced roof live loads have been considered for this design. This item has been 2) Wind: ASCE 7- 10: Vuh=140mph (3-second gust) Vasd-108mph; TCDL=4.2pst BCOL-3.Opsf; h=15R; 8=45f1; L-4511; save=6fl; Cat. electronically signed and II; Exp B: Encl.. GCpt=0.18; MIAFRS (directional); Lumber DOL=1.60 plate grip DOL-1.60 sealed by ORegan, Philip, PE 3) Provide adequate drainagetopreventwaterponding. Using a Digital Signature. 4) This truss hasbeendesignedfora10.0 psf bottom chord live load nonconcurrent with any other live loads. 3-6-0 2 0 Printed copies Of this 5) This truss hasbeendesignedforaliveloadof20.Opsf on the bottom chord in all areas where a rectangle tall by wide will for between the bottom chord and any other members. document are not Considered 6) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) 14 except (jt=1b) signed and sealed and the 2=146, 24=494, 19-697. signature must be verified on any electronic copies. Philip J.O'Regan PE No.68126 IVA USA, Inc. FL Caft 66U 6901 Parke Ent BNd. Tampa FL 33610 Data•. February 7,2018 Q WARNING. Verily design parameters and READ NOTES ON THIS AND INCLUDED ANTEX REFERENCE PAGE M/67473 rev. I010312016 8EFORE USE Design valid for use only with MRek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability or design parameters and property Incorporate Ws design Into the CrWae building design. Bracing Indicated Is to prevent buckling *1 Individual truss web andfor Chard members aay. Additional temporary and permanent bracing M iTe k' Is always required forstabilityNOtopreventcollapsewithpossiblepersonalInjuryandpropertydamage. For general guldetoe regarding me fabrication, storage, dalt"ry. erection and bracing of trusses and was systems, sae ANSIRPI1 Quality Criteria, 03649 and BCSI Building Component 6904 Parka East Blvd.Safety Information available from Tmas Plate Institute. 218N. Lee Strati, Suite 312. Alexandria. VA 22314. Tampa. FL 36810 Job Truss Truss Type Oy Py Park Sq HrrV 2091 Madrana A C / Tray T13164247 P2091B-T A9T SPECIAL 1 1 b f re D do W Mid-Flodda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Wed Feb 7 08:47:01 2018 Page 2 ID: WjDyiuZDwOAl2xygntYl3zgvcy-2xbl(gJR3pgOW7YjHXvhLgNdv7eleRGtuHUBoznaWO NOTES- 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 189 lb down and 176 lb up at 7-0-0. 97 lb down and 88 lb up at 9-0.12, 97 Ib down and 88 Ib up at 11-0-12, 97 Ib down and 881b up at 13.0.12, 97 Ib down and 88 Ib up at 15-0-12, 97 Ib down end 88 Ib up at 17-0-12, 971b down and 881b up at 19.0-12.97 lbdown and 88 Ib up at 21-0.12, 97 Ib down and 88 Ib up at 22-6-0, 97 Ib down and 88 Ib up at 23.11-4, 97 Ib down and 88 Ib up et 25.11-4, 97 lb down end 88 Ib up at 27-11-4, 971b down and 88 Ib up al 29-11.4, 97 1b down and 88 lb up at 31-11-4, 801b down and 75 Ib up at 33-11-4, and 80 Ib down and 75 Ib up at 35- 11-4. and 109 Ib down and 120111 up at 38-0-0 on top chord, and 327 lb down and 75 lb up at 7-0-0, 66 lb down at 9-0-12. 66 lb down at 11-0-12. 66 lb down at 13. 0-12. 66 lb down at 1541.12, 66 lb down at 17-0-12. 66 lb down at 19-0-12, 66 lb down at 21-0-12, 66lb down at 22-6-0. 66 lb down at 23-114. 66 lb down at 25- 114. 66 lb down at 27-11-4. 66 lb down at 29.11.4.66 lb down at 31-11-4, 60lb down at 33.114. and 60 lb down at 35.114, and 394 lb down and 125lb up at 37- 114 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD' CASE(S) Standard 1) Dead'+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14=-60, 4-11=-60. 11-13-60. 13-14--60, 18-29-20. 13-17=-20. 15-26=-20 Concentrated Loads (Ib) Vert: 4=-142(F) 11=-80(F) 23=-41(F) 25=327(F) 16=394(F) 24=-41(F) 5=97(F) 6=-97(F) 8=97(F) 20=-41(F) 32=-97(F) 33--97(F) 35=-97(F) 36=-97(F) 37=97(F) 38= 97(F) 39=-97(F) 40=-97(F) 42=97(F) 43=97(F) 44=-80(F) 45=80(F) 46=41(F) 47=41(F) 48- 41(F) 49=41(F) 50- 41(F) 51 W 1(F) 52=41(F) 53=41(F) 54= 41(F) 55=41(F) 56=55(F) 57=55(F) AWARNING - Vertry design parameters and READ NOTES ON rNIS AND INCLUDED WYEK REFERENCE PAGE 11110-7472 ray. 10102/1015 BEFORE USE. Neigh valid for use any with MRek® Connectors. This design Is based only upon parameters shown, and is lot an IroMdual building component, not a truss system. Before use, the building designer must verify the appllubley of design parameters and property Incorporate this design Into the overall building design. Bracing ItMleated is to prevent buckling of Indh4dual Inge web and/or chord members only. Additional temporary and permanent or" M iTek' IsalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamage. For general guidance regarding the fabrication. storage, delivery. erection and bracing of trusses and truss systems, we ANSIfTP11 Quality Criteria, OS842 and SCSI Building Component 3204 Parke East Blvd. Safety Information aysllsbla from Truss Plate Insilluta, 216 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply Park Sq Hm/ 2091 Madrona A C /Tray 1 T13184248 P2091B-T 81 MONO HIP 1 2 Job Reference (ontionall Mid•Flodda Lumber, Bartow. FL. 8.130 s Sep 15 2017 Mirek Industries, Inc. Wed Feb 7 08:47:02 2018 Page 1 I D:%MDyluZDwOnl2xygntYl3zgvcy-W89gsOK3g7yFB97wrEOwu2NreJPYU8oP6YO2jEzna W N 1 4-9J 9-0-0 ) 13 4-14 17 8 0 21-11.2 28 4-0 1-0-0 4-9.4 4-2-12 4-4-14 4-3-2 4.3.2 44-14 Scale - 1:46.0 4x8 3x4 = 1x4 II 3x4 = 1x4 = 4 18 5 17 a 1e 7 8 13 12 11 lu g 3x5 = 84 = 3x4 = 7x8 = 3x4 = 2x4 11 LOADING (pan TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.26 Lumber DOL 1.25 Rep Stress Iner NO Code FBC2017frP12014 CSI. TC 0.31 BC 0.83 WB 0.44 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) Ude8 L/d 0.10 13-15 >999 240 0.21 13-15 >999 180 0.04 9 n/a n1a PLATES GRIP MT20 2441190 Weight: 351 lb FT - 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-3 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling direly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9=1813/0.3-8, 2=2496/0.8-0 Max Horz 2=147(LC 8) Max Uplift 9=452(LC 8). 2--682(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 260 (lb) or less except when shown. TOP CHORD 2-3=-495411385. 3-4=-4637/1315, 4-5=3774/1065, 5.6=-28061749, 6.7=28OW749, 7-8- 1590/408. 8-9=1768/460 BOT CHORD 2-13=-1326/4421, 12-13=-1217/4153, 11-12=1065/3774, 10.11= 408/1590 WEBS 3- 13=-378/143,4-13=-629/2158,4-12--540/384,5-12=-334/740.6-11=-14041458. 7-11= 495/1762,7-10--1551/448,8-10=586/2285 NOTES- 1) 2- ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0.9.0 oC. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0.9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9.0 oC. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B). unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10: Vuft=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf; h=15ft: 8=45ft; L-24f1; eave=4ft; Cat. This item has been 11; Exp B; Encl.. GCpl=0.18; MWFRS (directional): Lumber DOL-1.60 plate grip DOL=1.60 electronically signed and 5) Provide adequate drainage to prevent water ponding. sealed by ORegan, Philip, PE 6) Thistrusshasbeendesignedfora10.0 psf bottom chord live load nonconcurrent with any other live loads. using a Digital Signature. 7) - Thistrusshasbeendesignedforaliveloadof20.Ops(on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide Printed Copies of this will fitbetweenthebottomchordandanyothermembers. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at -lb) document are not considered 9=452. 2=682. signed and sealed and the 9) Hanger( s) or other connection devlce(s) shall be provided sufficient to support concentrated load(s) 62 lb down and 78 lb up at signature must be verified g 9-" ontopchord, and 659 lb down and 236 lb up at 7-0.12, and 202 lb down and 81 lb up at 9.0.12, and 1250 lb down and 441 lb On any electronic Copies. up at10-6-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Philip J.O'Regan PE No.68128 LOAD CASE( S) Standard MITak USA, Inc. FL Cori 46U 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase-1.25 6904 Parts East Blvd. Tampa FL 11610 Uniform Loads ( pIQ OAN: Vert: 1- 4=60, 4.8--60, 2-9=20 February 7,2018 AWARNINO • Vartry4aalon parameters and READ NOTES ON THIS AND INCLUDED AITEK REFERENCE PAGE amaQ3 rev. t11102/2095 BEFORE USE. Design valid for use only with Wake connaoton. This design Is based only upon parameters shown, and u lot an Individual bu" Component• not a truss system. Before use, me building designer must variy the app1l"bialy at design parametan and properly Incorporate this design Into the overall builNng design. aradng Indicated la to proven buckling of Individual truss wab and/or dlord members only. Addillonal terltporary and permanent braving M iTe k' is always requiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamage. For general gulden" regarding the fabriestion, storage, delivery, erection and bravng of louses and truss systems, sea ANSIRPII Quality Criteria, 0504 2 and BCSI Building Component 6904 Parka Fast Std. sooty Information available from Tress Plate Institute. 218 N. Lea Street. Suite 312. Alexandria. VA 22314. Tamps, FL 361110 Job Truss Truss Type Oty, Ply Park Sq Hml 2091 Madrona A C / Troy T13184248 P20918-T B1 MONO HIP 1 Job Reference (optional) Mid-Flodde Lumber, Bartow. FL. LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 4=-44(B) 13--202(B) 19--659(B) 20-1250(B) 8.130 s Sep 15 2017 Well Industries, Inc. Wed Feb 7 08:47:02 2018 Page 2 10:VADyiu20wOAl2lrygnlYl3igvcy-W89gsOK3g7yFB97wrEOwu2NreJPYU8oP6YO2jE2na WN Q wARNINo • Vadfy design parameters end READ NOTES ON THIS AND INCLUDED MIEK REFERENCE FADE MIP7172 rev. IOe2/20I5 BEFORE USE. Design valid for use only with MfTek9 connectors. This design Is based only upon parameters shown, and Is let an IndWual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Ir"gWate this design Into the overall building design. Bracing Indicated Is to prevent buckling of IndMdual 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, delNery, orectlon and bracing of trusses and truss systems, see ANSVTPII Dually Criteria. 09042 and SCSI Building Component 6204 Parke East Std. Safely information avallabN from Truss Plata lnstltute, 216 N. Lae Street, Suaa 312. Atesandria, VA 22314. Tamps, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hnt/ 2091 Madrona A C / Tray T13164249 P20918-T 82 MONO HIP 1 1 b Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 Walk Industries. Inc. Wed Feb 7 08:47:04 2018 Page 1 10:1N)Dyiu2DwOAl2xygntYl3zgvcy-S WGOHhLJLkCzNTHlytSOzTT3P67gy4viasV8o7zna W L 1-0-0 7-0.0 9-0-0 14YfJ 7-0-0 2-0-0 i 4d,a = Stale - 1:24.8 1.5x4 II 1x4 II 30 = 3x4 = LOADING (Par) SPACING- 2-0-0 CSL TCLL 20.0 Plate Grip DOL 1.26 TC 0.81 TCDL 10.0 Lumber DOL 1.25 BC 0.65 BCLL 0.0 Rep Stress Incr NO WB 0.27 BCDL 10.0 Code FBC2017frP12014 Matrix -MS DEFL. in (loc) YdeO L/d PLATES GRIP Vert(LL) -0.08 6.9 >999 240 MT20 244/190 Vert(CT) -0.18 6-9 >591 ISO Horz(CT) 0.01 5 We We Welght: 45 lb FT - 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 80T CHORD REACTIONS. (lb/size) 2-508/0.8-0, 5=719/Mechanical Max Horz 2=119(LC 8) Max Uplift 2=-108(LC 8). 5=-201(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=502l76 BOT CHORD 2.6=-100/365. 5-6-1021388 WEBS 3-6=-63/605, 3-5= 838/221 Structural wood sheathing directly applied or 5-3-4 oc purlins, except end verticals. Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vesd=108mph; TCOL=4.2psf; SCDL-3.Opsf: h-15ft; 8=4511; L=24ft; eave=oft; Cat. It: Exp 8: Encl.. GCpI=0.18: MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pone ing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2-108, 5=201. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 185 lb down and 201 lb up at 7-0-0 on top chord, and 321 lb down and 95 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, bads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 6=-321(F) 3=-138(F) This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J.O'Regan PE No.68126 kUTsk USA, Inc. FL Cart 46U 6M Parke East Blvd. Tamps FL U610 Date: February 7.2018 QWARNINO • Vrlfy design paramaters and READ NOTES ON lies AND INCLUDED WTEK REFERENCE PAOE a014473 rev. 18031201E BEFORE USE. Design valid let use only with MITak® connectors. This design Is based only upon Parameters shown, and Is lot an individual Wilding Component. not a truss system. Before use, the buuding designs( must verity the apptirabetty, of design parameters and properly, Incorporate this design Into the overall Wilding design. Bracing Indicated Is to pravent buckling of Individual truss web and/or chord members only. Additional teetperary and permanent bracing Welk' Is always requited for stablluy and to prevent collapse with possible personal Injury and proem y damage. For general guidance regarding the faMcation. storage, delivery, erasion and bracing of trusses and truss systems, see ANSIrtP11 Quality Criteria, Ds&ail and SCSI Building Component 6204 Parke East Still. Safety Information available from Truss Plate Institute. 216 N. Lee street. Suite 312. Maxandrla. VA 22314. Tampa. FL 38810 Job Truss Truss Type oty Ply Park Sq HrrV 2091 Madrona A C / Tray T13184250IP20918-T 83 MONO TRUSS 1 1 Job Reference factional) Mid-Flodda Lumber, Bartow, FL. I 8.130 s Sep 15 2017 MTek Industries. Inc. Wed Feb 7 08:47:04 2018 Page 1 4.7.8 4.4-8 3x4 4x4 i LOADING (psQ SPACING- 2-0.0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 TCDL 10.0 Lumber DOL 1.25 BC 0.69 BCLL 0.0 Rep Stress Incr YES WB 0.19 BCDL 10.0 Code FBC2017frPI2014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=95/Mechanical, 2=413/0-8-0. 5=258/Mechanical Max Horz 2=144(LC 12) Max Uplift 4=-48(LC 12). 2-64(LC 12). 5-42(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-398194 BOT CHORD 2-5=252/348 WEBS 3-5--394/286 Scale - 1:28.0 OEFL. In (loc) Uden ' L/d PLATES GRIP Vert(LL) -0.18 5.8 >591 240 MT20 244/190 Vert(CT) -0.36 " >288 180 Horz(CT) 0.00 5 n/a n/a Weight: 37 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oC purling. BOT CHORD Rigid ceiling direly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10: Vuft=140mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=3.Opsh h-15ft; B-45ft; L-24ft; eave=oft; Cat. If: Exp B; Encl., GCpi=0.18: MWFRS (directional) and C-C Exterlor(2) -1.0-0 to 2-0.0. Interior(1) 2-0.0 to 8-104 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL-1.60 plate grip DOL-1.60 2) This truss has been designed for a 10.0 pef bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at )oint(s) 4, 2, S. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J.0'Regan PE No.58126 MIT/k USA, Inc. FL Cart 6634 680/ Parke East Blvd. Temps FL 33610 Date: February 7,2018 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED AaTEK REFERENCE PAGE 0116.7472 rev. 140112/201e BEFORE USE Design valid for use only with karTak® 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 Ipplic Mary of design parameters and property Incorporate this design Into the ovwae building design. Bracing Indicated le to buckling of Individual truss wall andfar chord members ersy. Additional temporary and permanent bracing WSWprevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. Fat general guidance regarding the fabrication. storage, delivery, erection and bracing of truasas and true systems, sae ANSVTPII Quality Criteria. OS&ea and BCS1 Building Component 6204 Parke East Blvd. Safely Information available from Truss Plate Insibuts, 218 N. Lea Strati. Subs 312. Alexandria, VA 22314. Tamps, FL 36610 Job Truss Truss Type Oty Ply Park Sq Had 2091 Madrona A C / Trey 1 I T13184251 P2091B-T 84 MONO TRUSS 1 2 Job Reference (oationall Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Wed Feb 7 08:47:05 2018 Page 1 ID: WjDyiu2DwOd12xygntYl3zgvcy-wigpU 1 Mx62Kg7dsV WMzdVg7PA~hYksoWFiK2znaWK 1-0-0 4.11.4 9-0-0- 1 0-0 4.11.4 441.12 3x4 = 2x4 II 1.5x4 11 4x4 = Scale n 1:29.7 t 4.11.4 4-11.4 9-0-0 4.0-12 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. In toe) udeft Ud PLATES GRIP TCLL 20.0 Plate Grip OOL 1.25 TC 0.10 Vert(LL) -0.02 6-6 >999 240 MT20 2441190 TCOL 10.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.03 5-6 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.23 Horz(CT) 0.01 5 rue file BCDL 10.0 Code FBC2017frP12014 Matrix -MS Weight: 107 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x6 SP No.2 except and verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS. (lb/size) 2=860/0-8-0, 5=1270/Mechanical Max Harz 2=144(LC 8) Max Uplift 2-212(LC 8), 5=-390(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3-15381371 BOT CHORD 2-6- 410/1333. 5-6=410/1333 WEBS 3-6=-338/1215, 3-5=-1567/482 NOTES- 1) 2-ply truss to be connected together with IOd (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 OC. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9.0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except If noted as front (F) or back (8) face In the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (8), unless otherwise Indicated. 3) Wind: ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph; TCOL=4.2psf; BCDL-3.Opsf; h=15ft; 8=45ft; L-24f1; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL-1.60 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. This item has been 6) Refer to girder(s) for truss to truss connections. electronically Signed and 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at loinl(s) except (N=Ib) sealed by ORegan, Philip, PE2-212, 5=390. using a Digital Signature. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 695 lb down and 248 lb up at Printed5.0-12, and 666 lb down and 230 lb up at 7-0-12 on bottom chord. The design/selection of such connection device(s) is the copies of this responsibility of others. document are not considered signed and sealed and the LOAD CASE(S) Standard signature must be verified1) Dead + Roof Live (balanced): Lumber Inerease=1.25, Plate Increase-1.25 On any electronic copies. Uniform Loads (plo Vert: 2-5=20, 1-4=-60 Philip J. O'Regan PE No.66126 Concentrated Loads ( M1Tek USA, Inc. FL CeA 4634 Vert: 6=-695(B) 9=-666(B) 6904 Parke East Blvd. Tampa FL 33610 Data: February 7,2018 QWARNINO - Varlfy design parsm4rsn and READ NOTES ON rNIS AND INCLUDED A9rEK REFERENCE PAGE MIb7473 rw. I&OW615 BEFORE USE. Design valid lot use any, wbh Mtraka ConneCtore. This design Is baud omy upon parameters shown, and le tar an trMNklual building componaa, has a truss "am. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Imo the overall bueding design. Bracing indicated Is to prevent buckling of individual truss web andlor chord members any,. Ad dWMI temporary and pamlenam bracing M I,Tek' Is akvays required for stablIdy and to prevent Collapse with posslbla personal Injury and property damage. Fat general guidance regarding the fabrim on. storage, delivery. Wadden and bracing of trusses and truss systems, tea ANSVrP11 Quality Criteria. 03842 and SCSI Building Component 6904 Parke Eau Blvd. Safety Information available tram Truss Plete Institute, 219 N. Lea Street, Sude 312, Alexandria. VA 22314. Tampa, FL 38610 Job Truss Truss Type ory Pry Park SitHrn/ 2091 Madrona A C / Tray T13164252 P20918-T 84A SPECIAL 1 1 b e erence o tlo al Mid-Flodda Lumber. Bartow. FL. 8.130 s Sep 15 2017 MTek Industries. Inc. Wed Feb 7 08:47:05 2018 Page 1 ID: W)Dylu20wOr112xygntYl3zgvcywjgpU 1 Mx82Kq?dsV WMzdVg9KaWZIhbLsoWFiKZznaM 5.0-0 1.0-0 1-0-0 4-0-0 Scale - 1:31.5 1.5x4 II LOADING (par) SPACING- 2-0-0 CSI. DEFL. In loc) Uden Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) 0.04 6 >999 240 MT20 2441190 TCOL 10.0 Lumber DOL 1.25 BC 0.22 Vert(CT) -0.06 5-6 >999 ISO BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.07 5 n/a nla BCOL 10.0 Code FSC2017frPI2014 Matrix -MR Weight: 23 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, BOT CHORD 2x4 SP No.2 'Except' except and verticals. 3.6: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 8-269/0-8-0, 4=258/Mechanical• 5=101/Mechanical Max Horz 8-91(LC 8) Max Uplift 8=-43(LC 8), 4=153(LC 8). 5=49(LC 8) Max Grav 8=269(LC 1), 4=258(LC 1). 5-157(LC 3) 1 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10: Vult=140mph (3-second gust) Vesd-108mph: TCDL=4.2psh BCOL=3.Opsf; h-15ft; B-45R; L-241t; eave=4N; Cat. It: Exp B: Encl.. GCpi=0.18: MWFRS (directional): Lumber DOL-1.60 plate grip COL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurcent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 5 except (jt=1b) 4-153. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 125 lb down and 128 lb up at 4-11.4 on top chord, and 76 lb down and 63 lb up at 4-11-4 an bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section• loads applied to the face of the truss are noted as front (F) or back (8). This item has been electronically signed and LOAD CASE(S) Standard sealed by ORegan, Philip, PE1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 using a Digital Signature. Uniform Loads (plc) Vert: 1-2-60. 2-4=-60. 7-8=-20. 6-6-20 Printed copies of this Concentrated Loads (lb) document are not considered Vert: 4=125(F) 5=-51(F) signed and sealed and the signature must be verified on any electronic copies. Phitlp J.ORegan PE No.58126 li USA, Inc. FL Cart 4634 W Parke East Blvd. Tampa FL 33610 Date: February 7,2018 AWARNING . Varlly design parameters and READ NOTES ON Tras AND INCLUDED AdrEK REFERENCE PAGE M114472 ray. 10AIN201a BEFORE USE. Deep valid for use only with MTek® connectors. Tits design Is based only upon parameters shown, and Is for an Individual building component, net a truss system. Before use. the building designer must verify the applicability of design parameters S M properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual Inds web andlbr chord members Croy. Additional temporary and permanent bracing M iTek' Is always required tot stability and to prevent edlepse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delMry. erection and bracing of trusts$ and truss systems. see ANSITPII Quality Criteria, OSB•ea and Bcsl Building Component 699 Parke East BNd. Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq HrtV 2091 Madrona A C / Tray T13164253lJobP2091B-T 85 COMMON 1 1 Reference (optional) Mid-Flodda Lumber, Bartow, FL. 8.130 a Sep 15 2017 MTek Industries, Inc. Wed Feb 7 08:47:06 2018 Page 1 j2DwOt112xygntYl3zgvcy-OvOBiNN2lMShdnRh44U$2uYVAwujO (!1A Fs7znaWJ 15.8.0 16-8.0, 5.4-0 1-004a 4x4 = Scale - 1:50.3 10 9'- 8 7 1.Sx4 II 3x4 = US = 1.5x4 II LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 TCDL 10.0 Lumber DOL 1.25 8C 0.30 BCLL 0.0 Rep Stress Incr NO W8 0.30 BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. lb/size) 10=753/03-8, 7=715/Mechanical Max Horz 10=244(LC 7) Max Uplift 10=175(LC 8). 7-156(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3--591/172, 34=-403/165, 4-5=3991164, 2-10=7041189, S-7=-668/174 BOT CHORD 8-9=165/470 WEBS 3-8--287/121, 2.9=56/510, 5-8=70/406 DEFL. In (loc) laden Lid Vert(LL) -0.02 9.10 >999 240 Vert(CT) -0.05 9-10 >999 180 Horz(CT) -0.00 7 n/a n/a PLATES GRIP MT20 2441190 Weight: 114 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing direly applied or 6.0.0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vuh=140mph (3-second gust) Vasd-108mph: TCDL=4.2psh BCDL=3.Opsf; h=15ft: 8=45ft: L=24ft: eave=4ft: Cat. 11; Exp 8; Encl.. GCpi=0.18: MWFRS (directional): end vertical left and right exposed; Lumber DOL-1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fill between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=175. 7-156. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 112 lb down and 107 lb up at 4-11-4 on top chord, and 41 lb down at 4-11-4 on bottom chord. The designiselection of such connection device($) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2=60, 2-4=-60.4-5=-60.5-6=-60, 7-10=-20 Concentrated Loads (lb) Vert: 11=72(F) 12=-29(F) This item has been electronically signed and sealed by ORegan, Philip, 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. Philip 10'Regan PE No.661H MITak USA, Inc. FL CM 66U 6110/ Parke East Blvd. Tampa FL 33610 Date: February 7,2018 A wARNINO • Verity daslgn pammetem and READ NOrEs ON TICS AND INCLUDED terrex REFERENCE PAGE alll-7472 rev. 110103120111 BEFORE USE. Design valid for use only well MITek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss "am. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Breeft Indicated Is to prevent bucki ft or Individual truss web andlor chord memo&(& only. Additional temporery and permanent bracing M iTe k' Is always requited for debility and to preverd collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delh&ry, aredbn and braeng of truces and truss systems, sea ANSMIt Quality Criteria, OSS49 and SCSI Building component 6904 Perko East aw. Safety Information available hem Truss Plate Institute. 218 N. Lae Street. Suite M2. Alexandds. VA 22314. Tampa. FL 36810 Job Truss Truss Type Oty Ply Park Sq HRV 2091 Madrona !_C / Tray I T13164254 P2091B-T 88 COMMON 1 1 Job ReferenceUonal Mid-Flodda Lumber, Bartow. FL. 8.130 a Sep 15 2017 Mirek Industries. Inc. Wed Feb 7 08:47:07 2018 Page 1 I D:V4Dylu2DwOr112xygntYl3zgvcy-s5yZvjNCefaYEwOten75b55gIKE29Sy8GgkpOSzna W I I 5.3.12 10.4-0 i 15.8.0 1w. 5.3.12 5-0.4 5 4-0 1-0-0 4x4 = 3x4 9 8 7 6 1.Sx4 II 3.1 = 3x8 = 1.Sx4 II LOADING (pan SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 TCDL 10.0 Lumber DOL 1.25 BC 0.26 BCLL 0.0 Rep Stress Incr YES WB 0.25 BCOL 10.0 Code FBC2017frP12014 Matrix -MS Seale = 1:50.3 OEFL. in (loc) Well L/d PLATES GRIP Vert(LL) -0.02 6-7 >999 240 MT20 244/190 vert(CT) -0.04 6-7 >999 ISO Horz(CT) 0.00 6 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP N0.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (Ib/size) 9=612/0.3.8, 6=686/Mechanical Max Harz 9a214(LC 11) Max Uplift 9=113(LC 12), 6=-132(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=525/218, 2-3=382/252, 3.4=378/232. 1-9-S65/251, 4-6=639/343 BOT CHORD 7-8=261/455 WEBS 1-8=133/451.4-7-140/388 Weight: 112 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: Vuh=140mph (3-second gust) Vesd=108mph; TCDL=4.2psh BCOL=3.Opsf: h=15ft: 8=45ft: L=24ft: eave=oft; Cat. II; Exp B; Encl.. GCpi=0.18: MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Intertor(1) 3-1-12 to 10.4-0. Extedor(2) 10-4-0 to 134-0 zone: end vertical right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber OOL=1.60 plate grip DOL-1.60 3) This truss has been designed for a 10.0 pal bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (h=lb) 9-113, 6=132. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J. O'Regan PE No.88128 MIT9k USA, Inc. FL Carl $134 6904 Parke East Blvd. Tampa FL 33810 Oat: February 7,2018 QWARNINO - Verly design parameters and READ NOES ON THIS AND INCLUDED MrEK REFERENCE PAGE MM7473 tay. IM212015 BEFORE USE. Design valid far use only with MITak® connectors. This design Is based only upon parameters shown, and Is tot an Individual building component, not a truss system. Before use, the buedag designer must verify the appticebllty of design parameters and property Incorporate this design Into the overall ding design. Bracing Indicated Is to prevent buckling of Individual truss web andfor chord members only. Additional temporary and permanent bracing M!Te k' ibub We" required for debility and to prevent collapse with possible personal injury and property damage. For general guidance regaNmg thes fabrication, storage, delivery, erection and bracing of trusses and truss systems, sae ANSIITPII Quality Criteria, OSS49 and SCSI Building Component 6904 Parke East Blvd. aafaty :Mon atlon available from Truss Pate Institute. 218 N. Lee Street, Suite 312. Alexandria. VA 22314. Tampa. FL 38610 Job Truss Truss Type oty Ply Park Sq HrN 2021 Madfona A C / Tray T13184255 P2091B-T 87 COMMON 2 1 all Mid-Flodda Lumber, Bartow, FL. 8.130 s Sep 15 2017 M1Tek Industries, Inc. Wed Feb 7 08:47:08 2018 Page 1 I D:V4Dytu20wOrli 2xygntYl3zgvcy-LI Wx73ogPziPs4b3BVXK7JdsRkbOuxnUUTMxuzna WH t-0-0 5-3.4 lo-" 1188 t-0-0 5-34 5-3.4 1-0-0 4x4 = 1.50 II 3x8 = 1.Sx4 11 Scale - 1:39.2 LOADING (psq TCLL 20.0 TCDL 10.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-" Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017frPI2014 CS1. TC 0.36 BC 0.23 WB 0.08 Matrix -MS DEFL. In Vert(LL) -0.02 Vert(CT) -0.03 Horz(CT) -0.00 loc) Vdefl Ud 6-7 >999 240 6-7 >999 180 6 n/a n/a PLATES GRIP MT20 2441190 Weight: 72 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oe puffins, 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) 8=479/0-8-0, 6-479/0-8-0 Max Horz 8-173(LC 11) Max Uplift 8=-164(LC 12). 6=-164(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=299/230, 3.4=299/234, 2-8- 434/372, 4-6=-434/378 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf: h=15h; B=45tt; L=24ft; eavan4tt; Cat. 11; Exp 8; Part. Encl.. GCpl=0.55; MWFRS (directional) and C-C Exterior(2)-0-11-4 to 2-0.12, Interior(1) 2-0-12 to 5-4-0. Exterior(2) 6-4-0 to 8-4-0 zone; end vertical left and right exposed;C-C for members and forces 6 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL-1.60 3) 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) 8=164,6=164. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J. &Regan PE No.611124 MiTek USA, Inc. FL Cott 4134 690/ Parke East Blvd. Tampa FL 33610 Data: February 7,2018 AwARNINO - Varlly design paametwo and READ NOTES ON THIS AND INCLUDED AOTEK REFERENCE PAGE Af0.1472 tw. IMMOIS BEFORE USE. Design valid tot use only with Mfrak® CorlMdots. This design Is based only upon parameters shown, and Is for an Individual building Component. not a truss system. Before use, the budding designer must veiny the appikabl9ly, of design parameters and properly Incorporate this dastgn Into the overall building design. 8rsdng Inalated Is to prevent buckling of Individual truss wab and/or Chard members ordy. Additional temporary and permanent bracing M iTek' Is always required for liability 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 ANSIIrPl1 Quality Criteria, OBB42 and SCSI Building Component 6904 Parka East BM. Safely Informadon available tram Truss Plate Institute. 218 N. Lee Street. Suite 312. AlexandtU. VA 22314. Tampa. FL 36610 Job Truss Truss Type Oty Ply Park Sq Hmf 2091 Madrona A C / Tray T13164256 P2091B-T B8 COMMON 1 1 b Reference loptionall Mid -Florida Lumber. Bartow, FL. S.130 s Sep 15 2017 MTek Industries. Inc. Wed Feb 7 08:47:08 2018 Page 1 ID:VADyluZDw0n12xygntYl3zgvcy-L1 Wx73OgPziPs4b3BVXK7Jd1Ekb_uvglUUTMxuznaWH 1-0.12 5.3.4 108-0 11.7.4 1.0-12 I 5-3-4 5.3.4 11.0 11212 40 = Scale - 1:39.2 I.Sx4 II 1.11.4 34 = 0.0 0.4 1-tt-4 1.5.4 II LOADING (psq SPACING- 2-0.0 CSI. DEFL. in loc) Udeft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.03 7-8 999 240 MT20 244/190 TCOL 10.0 Lumber DOL 1.25 BC 0.26 Vert(CT) 0.06 7.8 999 ISO BCLL 0.0 Rep Stress Iner YES WB 0.22 Horz(CT) 0.00 7 n/a n/a BCOL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 77 Ib FT - 20% 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) 8=482/0.8.0, 7=483/0.8-0 Max Harz 8=174(LC11) Max Uplift 8=-213(LC 12), 7-172(LC 9) Max Grav 8=501(LC 18). 7=501(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-7=-249/274, 3.8=249/274, 2-8=-217/318. 4-7=-217/318 Structural wood sheathing directly applied or 10-0-0 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=4.2psh BCDL=3.Opst: h-15ft; B=45ft; L=24ft; eave=oft: Cat. II; Exp B: Pan. Encl.. GCpI=0.55: MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-". Interlor(1) 2.0-0 to 5-4-0. Exterior(2) 5-4-0 to 84-0 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) This truss has been designed for a 10.0 psf bottom chord live load nonooncurrent 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-G-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 ID uplift at joint(s) except at -lb) 8-213. 7-172. This item has been electronically signed and sealed by ORegan, Philip, 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. PhIllp J.0' ph PE No.68128 MITak USA, Inc. FL Cart 4834 89U Parke Ent Shd. Tampa FL 33810 Data: February 7,2018 QWARNIND - verify destgn Parerrrefra and READ NOrES ON THIS AND INCLUDED AIrEK REFERENCE PAGE Am•7472 ray. 10/02/2015 BEFORE USE Design valid for use only with MTelt® connectors. This design Is based only upon parameters Shawn, and le for an IrldNldual busting component, cal a truss system. Before use, the bustling designer must verify the apptkabley of design parameters and property Ineorpaate this design Into the overall ding design. Bracing Indicated Is to prevent buckling of IndMdual wss web and/or chord members a", Additional temporary and permanent bracing Welk' ithrsIs aWays 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, sea ANSIrrPII Quality Criteria, OSS4 2 and SCSI Building Component 6904 Parke Fast Blvd. Safely IMormatlon available from Trust Plate Institute. 218 N. Lee Street. Suss 312. Alexandria. VA 22314. Tampa. FL 368 10 Job Truss Truss Type Oty Ply Park Sq Hm/ 2091 Madrona A C / Tray T13184257 P20918-T 89 COMMON 1 1 jot) Reference foationall Mid-Flodda Lumber. Bartow, FL. 8.130 a Sep 25 2017 MTek Industries, Inc. Wed Feb 7 12:56:32 2018 Page 1 10: Wj0yiu20wOrtl2xygntYl3zgvcy.6KsIP 1 j 1 CggYDERpxFOOs71u3d4RVSrzeUGlnOznXkj t 412 5-3-4 10-6-8 11.74 712 5.34 5-34 14-12 04 = 12 '" 10 9 a 3.4 It exe = 3.4 II LOADING (pat) SPACING- 2-0-0 CST. TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 TCDL 10.0 Lumber OOL 1.25 BC 0.32 BCLL 0.0 Rep Stress Incr YES WB 0.35 SCOL 10.0 Code FBC2014fTP12007 Matrix -MS DEFL. In (loe) Wall L/d Ven(LL) 0.02 8-9 >999 240 Ven(TL) -0.02 9-10 >999 180 Florz(TL) 0.00 8 We n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 9=847/6-8-0 (min. 0-1-8), 10=63/0.3.8 (min. 0-1-8), 8=63/0-3-8 (min. 0-1.8) Max Horz 9=174(LC11) Max Uplift 9=243(1_C 12), 10-65(LC 22), 8=65(LC 21) Max Grav 9=847(LC 1), 10=187(LC 21), 8=187(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-14-118/288, 3-15=1181288 WEBS 3-9=-500/287, 2-9=-2691354, 4-9=-269/354 Scale a 1:38.2 PLATES GRIP MT20 244/190 Weight: 73 lb FT = 20% Structural wood sheathing directly applied or 10.0-0 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) Wlnd: ASCE 7-10; Vuh=140mph (3-second gust) Vasd-108mph; TCOL=4.2psh BCOL=3.Opsf; h=15f1; B=458; L-24ft; save-4ft; Cat. it: Exp B: Encl., GCpi=0.1S; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0. Interior(1) 2.0.0 to 6-4-0. Exterior(2) 5.4-0 to 8-4-0 zone; cantilever left and right exposed ; and vertical left and right exposed:C-C for members and forces S. 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 1 tall by 2.0.0 wide will fl between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 243 lb uplift at joint 9, 65 lb uplift at joint 10 and 65 lb uplift at joint S. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J.O'Regan PE No.68128 Wait USA, Inc. FL Carl 46U 6OU Parke East Blvd. Tempe FL 11618 Date: February 7,2018 Q wARN1NG - Varfry disslgn parameters and READ NOTES ON 7/05 AND INCLUDED AOTEK REFERENCE PAGE 0I.7472 rev. 1000141015 BEFORE USE. Design valid for wit only with MtTak® connectors. This design Is based only upon parameters Shown, and Is for an Individual budding component. not a uuu "am. Before use, the building designer must verily the appliubi9ly of design parameters and property Incorporate this design Into the overall building design. Brsdng Indluted Is to prevent buck9ng of Individual tress wab and/or Nord members only. Additional temporary and permanent bracing M ITe IC Is always required for Stability and to prevent mlupse with possible personal Injury and property damage. For general guidanee regarding the fabr" on, Storage, delivery, erection and brstlng of Incases and truss systems, sea ANSVTPI1 Quality Criteria, 03649 and SCSI Building Component 890s Parka East Blvd. Safaly Information available from Truss Plate Institute, 218 N. Lee Street, Sues, 312. Nesandria, VA 22314. Tampa, FL 36810 Job Truss Type oty Ply Park Sq HrrV 2091 Madrona A C I TrayT13164258PLEP2091B-T 810 1 1 ReferenceJobotioa Mid-Flodda Lumber, Bartow, FL. 8.130 s Sep IS 2017 MiTek Industries. Inc. Wed Feb 7 08:47:03 2018 Page 1 ID:%MDyluZDwOdl2xygntYl3zgvcy_Ki23LKhbR46tnJi6Pyx8ofwzyju3DgeZLCrnbFhznaWM 1-0.12 5.3.4 10-8-8 11.7.4 1-0.12 5-3.4 5.34 1.0.12 4x4 = 16 15 14 13 12 11 10 3x4 = 1.4 II IM II 1z4 II 1x4 II 1x4 II 3x4 = Scale = 1:39.2 Plate Offsets (X Yl- 1107Edoe 0-1-81 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In loc) 1/de0 L/d PLATES GRIP TCLL 20.0 Plate Grip OOL 1.26 TC 0.47 Vert(ILL) 0.00 9 n/r 120 MT20 2441190 TCOL 10.0 Lumber OOL 1.25 BC 0.23 Vert(CT) 0.01 9 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 10 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-R Weight: 81 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 64.0 oc puriins. BOT CHORD 2x4 SP No.2 except end vertieals. 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 10.6-8. lb) - Max Horz 16=174(LC 11) Max Uplift All uplift 100 lbor less at joint(s) 14,12 except 16=172(LC 8). 10-171(LC 9), 15=181(1-C 11). 11=- 179(LC 10) Max Grav All reactions 250 lb or less at joint(s) 13. 14. 12 except 16=258(LC 18). 10=257(LC 17). 15=303(LC 10), 11-301(LC 11) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-16=170/265, 8-10=1691264 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh-140mph (3-second gust) Vasd=108mph; TCOL=4.2psf: BCDL-3.0psf: h=15ft; B=45ft; L=24ft; eave-4ft; Cat. II; Exp B; Encl.. GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-C. Interlor(1) 2.0.0 to 5-4-0. Exterior(2) 5-4-0 to 84- 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. This item has been 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). electronically Signed and 6) Gable studs spaced at 2-0-0 oc. sealed by ORegan, Philip, PE 7) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. using a Digital Signature. 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 Printed Copies Of this willrdbetweentheboftomchordandanyothermembers. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) 14. 12 except document are not considered at - lb) 16=172, 10.171, 15-181, 11=179. signed and sealed and the signature must be verified on any electronic copies. Philip J. aRagan PE No.68126 MIT& USA, Inc. FL Cad 6631 69W Parke Ent Blvd. Tampa FL 33610 Date: February 7,2018 AWARNING - Verify design parameters and READ NOrES ON TMS AND INCLUDED aeTEK REFERENCE PA E Ma-7472 rev. 141012015 BEFORE USE. Design valid for use only with Mfrek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss "am. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design mho the ovaraa building design. Bracing Indicated is to prevent buckling at individual truss web andfdr chord members ". Additional temporary and permanent bracing M iTek' IsalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamage. Far general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and trues systems, see ANSVTPII Quality Criteria. OS642 and SCSI Building Component 6204 Parke East Blvd. Safety Intan nallon avallabfe from Truss Plate Institute. 216 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa. FL 38610 Job Truss Truss Type 0ty Ply Park Sq Hm/ 2091 Madrona A C / Tray 1 T13184259 P20918-T CJ1 JACK 10 job Reference (optional) Mid-Flodda Lumber, Bartow, FL. 8.130 s Sep 15 2017 Mirek Industries. Inc. Wed Feb 7 08:47:10 2018 Page 1 I D:VADyiuZDwOrtl2xygntYl3zgvty-HgdiY104xaz75OkSJwZoCkjGUXK8MsebynyT?nzna WF 1-0-0 1.0.0 1.0.0 1-0-0 Scale - 1:7.0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip OOL 1.25 TC 0.07 TCDL 10.0 Lumber DOL 1.25 BC 0.01 BCLL 0.0 Rep Stress Inn YES WB 0.00 BCOL 10.0 Code FSC2017/rP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=9/Mechanical, 2=130/0.8-0, 4--1/Mechanical Max Horz 2=35(LC 12) Max Uplift 3=-3(Lc 9), 2=-59(LC 12). 4=1(LC 1) Max Grav 3=10(Lc 17), 2=130(LC 1), 4=11(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. a a 2x4 = DEFL. In floc) I/de8 L/d PLATES GRIP Vert(LL) 0.00 5 >999 240 MT20 2441190 Vert(CT) 0.00 5 >999 180 Horz(CT) 0.00 2 n/a We Weight: 5 Ib FT - 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purllns. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuft-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.. GCpl=0.18: MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces 8 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 20.0psf on the bottom chord In all areas where a rectangle 3-8-0 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 100111 uplift at joint(s) 3, 2, 4. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J.01tegan PE No.66126 M1Tak USA, Inc. FL Cart BBM 69U Parke East Blvd. Tamps FL Will Date: February 7,2018 AWARNING • Vrffy dastgn parameters and READ NOTES ON T10S AND INCLUDED MI rElr REFERENCE PAGE M0.7473 rev. 1411341015 BEFORE USE. Design valid for use only with Walk* Connectors. This design Is based only upon parameters shown, and Is for an individual building component, no a truss system. Before use, the building designer must verify the appllubatty, of design parameters and property Incorporate this design into the overall budding design. Brag Indicated Is to prevent buelding of Individualdual truss web andChord members only. Additional temporary and permanent bracing ss Aa ITe k• IsalwaysrequiredforstabilityandtopreventCollapsewdhpossiblepersonalInjuryandpropertydamage. For general guidance regarding the fabrication, storage, delivery, erection and bradng of trusses and truss systems, sea ANSIfTPII Ouallty Criteria. OSS49 and SCSI Building Component 6904 Parka East SM. Sorry Information available from Truss Plate Institute. 218 N. Lee Street. Subs 312. Alexandria, VA 22314. Tampa. FL 38e t0 Job Truss Truss Type 0y Py Park Sq Hrr1/ 2091 Madrona A C / Tray 260 P2091B-T CJIA JACK 1 1 0 o t' Al, T13184 Mid-Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Feb 7 08:47:10 2018 Page 1 1 D:%MDyiu2DwOdl2xygntYl3zgvcy-Hgd YI04xaz75okSJw2oClgFOXKiMsebynyT?nzna W F 1-0-0 0.11.8 1.0.0 0-11.8 Scale - 1:11.4 1.5x4 II LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip OOL 1.25 TC 0.15 Vert(LL) 0.00 5 >999 240 MT20 2441190 TCOL 10.0 Lumber DOL 1.25 BC 0.04 Vert(CT) 0.00 5 >999 180 BCLL 0.0 Rep Stress Inct YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MR Weight: 6 lb FT = 20% LUMBER- BRACING - TOP CHORD •2x4 SP No.2 TOP CHORD Structural wood sheathing direly applied or 1-0.0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling direly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=15010-7-8, 3=17/Mechanical, 4=1/Mechanical Max Horz 5=35(LC 12) Max Uplift 5=-36(LC 12), 3=17(LC 1), 4=-13(LC 12) Max Grav 5=150(LC 1). 3=2(LC 13). 4.12(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10: Vuh=140mph (3-second gust) Vesd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ff; 8=45f1; L=24N: eave=4h; Cat. If: Exp 8: Encl.. GCpi=0.18: MWFRS (directional) and C-C Exterior(2) zone:C-C for members and forces 6 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pat bottom chord live bad nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) S. 3, 4. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J. allegan PE No.68126 MITak USA, Inc. FL Carl4634 6904 Parke East Blvd. Tampa FL 33610 Date: February 7,2018 QWARNING . Verily design parameters and READ NOTES ON T10S AND INCLUDED AOfEK REFERENCE PAGE Ml1.7473 rev. IOM34015 BEFORE USE. Oesign valid for use only with MtTeh® 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 MCOrpOrate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Indiwwtul truss web and/or ctrord members only. Additional temporary and permanent bracing M iTek' Is always required for stability and to prevent collapse with possible personal Injury and properly damage. Fig Worst guidance regarding the fabritallen, storage, delivery, erection and bracing of trusses and truss systems, sea ANSVTPII Quality Criteria, OSS42 and SCSI Building Component 890s Parks East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lae Street. Suite 312. Mexandda, VA 22314. Tampa, FL 386110 Job Truss Truss Type Oty Ply Park Sq Hmf 2091 Madrona A-C / Tray I T131&1281 P20918-T CJ18 JACK 1 1 Job Reference Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Wed Feb 7 08:47:11 2018 Page t ID:V4Dy1u20wOn12xygntY13zgvcy-1a8415Riiu5 jYJetd4I IxFNRxe25JgkBRiOXDzna W E 10o a11-B 1-0-0 a,1.6 6.00 f12 3x4 II Scale a 1:21.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In toe) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip OOL 1.25 TC 0.37 Vert(L-) 0.00 5 >999 240 MT20 244/190 TCDL 10.0 Lumber OOL 1.25 BC 0.16 Vert(CT) 0.00 5 >999 180 BCLL 0.0 Rep Stress Inv YES WB 0.00 Horz(CT) -0.04 3 n/a n/a BCDL 10.0 Code FSC2017frPI2014 Matrix -MR Weight: 9 lb FT - 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purling, 80T 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) 5=150/0-3.8, 3=-22/Mechanical, 4=3/Meehanical Max Horz 5-35(LC 12) Max Uplift 3=-42(LC 12). 4-61(LC 12) Max Grav 5=150(LC 1), 3=5(LC 10). 4=17(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult-140mph (3-second gust) Vasd-108mph: TCDL=4.2psf: BCDL=3.0psh h=15ft; 8=45ft; L=2411; eave=4ft: Cat. It: Exp B; Encl., GCpi=0.18: MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL-1.60 plate grip DOL-1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J. aRegan PE No.511211 WTak USA, Inc. FL Carl 66U M Parke East Blvd. Tampa FL U610 Oata: February 7.2018 Q wARNIMo . Verily daalgn panmatars and READ NOTES oN rIAS AND INCLUDED AUTEK REFERENCE PAGE Ma7473 rev. fa WO11! BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use. the building designer must verily the appddabldty, of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buelding of Individual truss web and/or chord members only. Additional tempblary 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 fabricall on. storage, delivery, erection and bracing of trusses orbit truss systems, sea ANSIITPII Quality Criteria, OSBae and SCSI Building Component 8904 Parka East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Sit". Suite 312. Alexandria, VA 22314. Tampa, FL 398 tO Job Truss Truss Type City Ply Hav 2091 Madrona A C / Tray JParkSq T13164262 P20918-T CJ3 JACK 8 1 ab efere ee o 'o Mid-Fbdds Lumber, Bartow. FL. 8.130 a Sep 15 2017 MTek Industries, Inc. Wed Feb 7 08:47:11 2018 Page 1 ID:1/NDyiuZDwOdl2xygntYl3zgvcy-ItB415Riiu5JYJetd411xFRyxd05JgkBRiOXDzna WE 1 0 0 3.0.0 Scale: 1"a V 2x4 = 311-0 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. In loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) -0.00 4-7 >999 240 MT20 2441190 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 We We SCOL 10.0 Code FBC2017/rP12014 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 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 cc bracing. REACTIONS. (lb/size) 3=69/Mechanical, 2=186/0.8-0, 4=35/Mechanical Max Harz 2=61(LC 12) Max Uplift 3=-25(LC 12). 2=-50(LC 12) Max Grav 3=69(LC 1). 2-186(LC 1). 4=52(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wlnd: ASCE 7-10: Vu0=140mph (3-second gust) Vasd-108mph: TCDL=4.2psf: BCDL=3.Opsf: h=15ft: B=45ft; L-24ft: eave=oft: Cat. It: Exp 8: Encl., GCpi=0.18: MWFRS (directional) and C-C Exterior(2) -1-0.0 to 2-", Interior(1) 2-0.0 to 2-10.4 zone;C-C for members and forces 8 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 20.0psf 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) 3, 2. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J.0'Regan PE No.68126 Wait USA, Inc. FL Cori 66$4 68W Parke East Blvd. Tampa FL 13610 Oste: February 7,2018 AWARNING - VsAry dsa/gn panamsts and REAO NOTES ON r10S AND INCLUDED MITEK REFERENCE PAGE 1116.7472 ray. 1041=016 BEFORE USE. Design valid for use only with Wilt® t onnectots. This design Is based only upon parameters shown, and Is for an Individual building component, not e truss system. Before use. the bueding designer must verify the applicability, of design parameters and property Incorporate this design Into the overall Ducting design. Bracing Indicated Is to prevent buckling of Individual was web and/or Chord members Only. Additional temporary and permanent bra ing M iTe k' Is always required for stabeay and to prevent Collapse with possible personal Injury and property damage. For general guidance regarding the fabrkaton, storage, delivery, erection and bracing of trusses and truss systems, see ANSVrP11 Ousllty Criteria. OS642 and Bcal Building Component 6904 Parke East alvd. Safely Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Tampa, FL 38610 Job Truss Truss Type oty Ply Park Sq HnV 2091 Madrona A C I Tray I T13164263 P20918-T CJ3A SPECIAL 1 1 Job Reference i el Mid-Flonda Lumber, eanow, FL. A M r- LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 TCDL 10.0 Lumber DOL 1.25 BC 0.12 BCLL 0.0 Rep Stress Ina YES WB 0.00 BCDL 10.0 Code FBC2017frPI2014 Matrix -MR 2-0-0 a 1.5x4 II e.l Ju s Jep 1 a 2u1 I Mi 1 ex Inaubmes, Inc, vvea reo I ue:9I:1 L 4u le DEFL. in (loc) Well Ud PLATES GRIP Vert(LL) 0.01 7 >999 240 MT20 2441190 Vert(CT) -0.01 6 >999 180 Horz(CT) -0.01 4 n/a nla LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 'Except' 3-6: 2x4 SP No.3 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (lb/size) 8-19210-8-0. 4=7 1 /Mechanical, 5.23/Mechanical Max Harz 8=62(LC 12) Max Uplift 8=-37(LC 12), 4=-38(LC 12) Max Grav 8=192(LC 1), 4=74(LC 17). 5=40(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown Scale - 1:28.7 Weight: 17 lb FT = 20% Structural wood sheathing directly applied or 3-0-0 oe punins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuh-140mph (3-second gust) Vasd=108mph; TCDL-4.2psf; 8CDL=3.0psh h=15h: B=45ft; L=24ft; eave=oft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterlor(2) -1-0-0 to 2-0.0, Interior(1) 2-0-0 to 2-10.4 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL-1.60 plate grip OOL=1.60 2) This truss has been designed for a 10.0 pal bottom chord live load nonconcufrent with any other live bads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 4. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J.1 Regan PE No.66126 WTak USA, Inc. FL Cart 46U NU Parke East 81vd. Tampa FL =10 Data: February 7,2018 AwARNINO - Vrlly dealgn parameters and READ NOTES ON /IaS AND INCLUDED Ae7Ex REFERENCE PAGE AaP7473 ray. IMMOfa BEFORE USE. assign vaidd for use Only with UrTek® connectors. This design Is based anty, upon paranatets shown, and la kit an individual building component, no[ a truss System. Before use, the budding designer must verify the applicability of design parameters and property,incorporele INS design into the overall budding design. Bracing indicated Is to prevent buckling of Individual tnoa wab and/or chard members only. Additional temporary and pannamom racing Welk' always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding me tabri allon. Storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPII Quality Criteria, 031349 and SCSI Building Component 6904 Parka East Blvd. Safely Information available from Truss Plata Institute, 2IS N. Lee Street, Suite 312. Alexandria. VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hrnf 2091 Madrona A C / Tray T13184284 P20916-T CJ381 JACK 1 1 I Job Reference (optional) Mid-Flodda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Wed Feb 7 08:47:13 2018 Page 1 10:V40yluZDwOdl2xygntYl3zgvcyhFJgAmSyEVLhzrT 1 26VgMLnPIKhZDo 1 elB7c5zna WC 1-0-0 2-11-8 1-0-0 2.11.E LOADING (psi) SPACING- 2-0-0 TCLL 2"0 Plate Grip COL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCLL 10.0 Code FBC2017frP12014 aMr-7 CST. DEFL. in loc) Udell Ud TC 0.09 Vert(LL) 0.00 5-6 999 240 BC 0.08 Vert(CT) 0.01 5-6 999 180 WB 0.06 Harz(CT) 0.00 3 n/a n/a Matrix -MP LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 6-191/0-3.8, 3=65/Mechanical, 4=28/Mechanical Max Harz 6-61(LC 12) Max Uplift 3=-24(LC 12), 4=58(LC 12) Max Gray 6=191(LC 1). 3=65(LC 1), 4=55(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown Scale a 1:28.7 PLATES GRIP MT20 2441190 Weight: 21 lb FT = 20% Structural wood sheathing directly applied or 3-0-0 oc purlins. except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10: Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=3.Opsf: h-15f1; B=45ft; L-24ft; eave=411; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-0-11-8 to 2-0.8. Interlor(1) 2-0.8 to 2-10-4 zone;C-C for members and forces & MlAFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) 3, 4. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J. allegan PE No.58126 M1Tek USA, Inc. FL Cart 66U UU Parke East Blvd. Tamps FL 11616 Date: February 7,2018 AWARNINO • verify design parameters and READ NOTES ON rMS AND INCLUDED WrEK REFERENCE PACE Me-7473 rev. 100=015 BEFORE USE. Design valid for use only with M(Tek* connectors. This design Is based only upon parameters shown, and is for on Individual building domponem, not a (fuss "am. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the *versa building design. Bracing Indicated It to prevent buckling of individual truss web andfor Chord members only. Additional temporary and permanem bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regaming the fabrication, storage, delivery. erection and tracing of trusses and truss "ems, sea ANSUTPIt Quality Criteria. OSS49 and SCSI Building Component 6601 Parke East BIM. Safety Information available hone TNss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36810 Job Truss Truss Type oty Park Sq HOV 2091 Madrona A C / Tray jPly T13164265 P2091B-T CJ3T SPECIAL 2 1 ob Reference i a Mid -Florida Lumber, Bartow, FL. 1-0-0 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip OOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCOL 10.0 Code FBC2017fTP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 'Except' 3.7: 2x4 SP No.3 REACTIONS. (lb/size) 2=189/0-8-0, 5=118/Mechanical Max Horz 2=69(LC 12) Max Uplift 2--48(LC 12). 5=-36(LC 12) 8.130 s Sep 15 2017 MTek Industries, Inc. Wed Feb 7 08:47:13 2018 Page 1 DwOdl2xvdntYl3zavcv-hFJciAmSvEVLhzrTI _26VQMLno1JRZDJ 1 alB7c5zna WC 2x4 = i 2.7.8 31111 2-7-8 0.4-8 CSI. DEFL. in loc) Vdefl Ud TC 0.13 Vert(LL) 0.01 7 999 240 BC 0.16 Vert(CT) 0.01 7 999 180 WB 0.00 Horz(CT) 0.01 5 n/a n/a Matrix -MR FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale: 1"=1' PLATES GRIP MT20 244/190 Weight: 13 Ito FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3.0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10: Vuh=140mph (3-second gust) Vasd=108mph: TCDL=4.2psf; BCDL=3.Opsf: h-15ft; B=45fl; L=24ft; eave=4ft: Cat. II; Exp B: Encl.. GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -14-0 to 2.2-5, Interior(1) 2-2-5 to 3-0-0 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 100111 uplift at joint(s) 2, S. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J.O'Regan PE No.56126 MiTsk USA, Inc. FL Carl 16U 61104 Parke Ent Blvd. Tampa FL 11616 Data: February 7,2018 AWARNING - Vrfly deafgn paranterrs and READ NOTES ON INS AND INCLUDED ANTEN REFERENCE PAGE AM7473 rev. 180342015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is far an Individual building component, not a truss "am. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overact budding design. BraUnp indicated is to prevent buckling of IndMdual truss web and/or chord members only. Additional temporary and permanent bracing iw iTe k' Is always required to( stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrkatlon. storage, delivery, region and tracing of trusses and truss systems, sea ANSVTPII Quality Criteria, OSS4la and SCSI Building ComponentZarmation 6904 Parke Fast Blvd. Safety available from Truss Plate Inatnule. 2t8 N. Lea Street, Susie 312. Alexandria, VA 22314. Tampa. FL 39ata Job Truss Truss Type Oty Ply Park Sq Hm/ 2091 Madrona A C / Tray T13164288 P2091B-T CJS JACK 8 1 Reference (optional Mid-Florida Lumber, Bartow. FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Wed Feb 7 08:47:14 2018 Page 1 I O:VADyiuZOwOr112xygnlYl3zgvcy-9StCN6Tb?pTYa?20YIekNatvgBeKlgZAtpwgSYzna W B 1-0-0 I. O 5-0-0 2x4 = LOADING (psf) SPACING- 2.0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 TCDL 10.0 Lumber DOL 1.25 BC 0.25 BCLL 0.0 Rep Stress Ina YES WB 0.00 BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=126/Mechanical, 2=261/0.8-0, 4=63/Mechanical Max Harz 2=89(LC 12) Max Uplift 3=-49(LC 12), 2-54(LC 12) Max Grav 3=126(LC 1), 2=261(LC 1).4=91(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale - 1:17.0 OEFL. in floc) Udell L/d PLATES GRIP Vert(LL) 0.04 4-7 >999 240 MT20 244/190 Vert(CT) -0.06 4-7 >999 ISO Horz(CT) -0.00 3 n/a We 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: Vu8=140mph (3-second gust) Vasd=108mph; TCOL=4.2psf; BCOL-3.Opsf; h=15ft: 8=45ft: L=24ft; eave=oft; Cat. 11; Exp B; Encl.. GCpi=0.18; MWFRS (directional) and C-C Exterlor(2) -1-0.0 to 2-0-0, Interior(1) 2-0.0 to 4-10-4 zone;C-C for members and forces 6 MWFRS for reactions shown; Lumber OOL-1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) 'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J. O'Ragan PE No.58126 MiTek USA, Inc. FL Ceft 4634 6964 Parke East Blvd. Tampa FL 33610 Data: February 7,2018 AWARNING. Vedry design paramaters and READ NOTES ON rMS AND INCLUDED AVTEK REFERENCE PAGE M11•TIT7 rn. 10NL2016 BEFORE USE. Design valid for we only with Mrrek® connectors. This design Is based only upon parameters shown, and Is for an IndlvMusl building component, not a trues syslem. Safdra use, the building designer must verily the applicability et design pannotaro and property Incorporate this design Into the overact Duading daalgn. Bradng Indicated Is to prevent bueMing of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k' Is always requited for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricallon. storage, delivery. electron and bracing of trusses and truss systems, see ANSIRPII Quality Criteria, OBB4 2 and SCSI Building Component 6a04 Parke East BM. Safety lnfermation available from Truss Plate Institute, 218 N. Lee Street, Subs 312. Alexandria, VA 22314. Tampa, FL 36810 Job Truss Truss Type Oty Ply Park Sq HrrV 2091 Madrona A C /Tray 1 T13164267 P2091B-T CJST SPECIAL 2 all Mid -Florida Lumber. Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Wed Feb 7 08:47:15 2018 Page 1 ID:VADyluZDwOril2xygntYl3zgvcydeRbbSUDm7bPC9dO6T9zvnOOmYzU17pK53gEh znaWA 1-0-0 2-7.8 S-0-0 1 0-0 2-7.8 2-4-8 2x4 = 2.7.8 5-0-0 t 2.7.11 2.A.A 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Wall Ud TCLL 20.0 Plate Grip DOL 1.25 TIC 0.48 Vert(LL) 0.07 6 802 240 TCDL 10.0 Lumber COL 1.25 BC 0.32 Vart(CT) 0.10 6 597 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.05 5 We n/a BCOL 10.0 Code FBC2017/TPI2014 Matrix -MR LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 'Except' 3-7: 2x4 SP No.3 REACTIONS. (Ib/size) 4-114/Mechanical, 2=267/0.8-0, 5=8 1 /Mechanical Max Horz 2=90(LC 12) Max Uplift 4=-38(LC 12), 2=-53(LC 12). S-8(LC 12) Max Grav 4=114(LC 1). 2=267(LC 1), 5=88(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale - 1:17.9 PLATES GRIP MT20 244/190 Weight: 19 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5.0-0 oe purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 Go bracing. NOTES- 1) Wind: ASCE 7-10: Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf. h=15f1; 8=45ft; L=248; eave=4ft; Cat. 11; Exp B: Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0. Interior(1) 2-0-0 to 4-11-4 zone;C-C for members and forces 8 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 rd between the bottom chord and any other members. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2, 5. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J. allegan PE No.66126 MiTsk USA, Inc. FL Cart 4634 6904 Parke East Blvd. Tampa FL 33610 Date: February 7,2018 AWARNINO. Vadly design parameters and READ NOTES ON rldS AND INCLUDED ANTEK REFERENCE PAGE 1101.7472 rev. 104 =01e BEFORE USE. Design valid for use only with MlTakfe connectors. This design Is based only upon parameters Shown, and is for an Individual building Component, net a truss system. Before use, the building designer must verify the applicability of design parameters and property imarpsste this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web atWor chord members only. Additional temporary and permanent bracing M iTe k' is always required for Stabitay and to prevent COUP" with possible personal injury and property damage. Fat general guidance regarding the fabrication, storage, delivery, section and bracing of trusses and truss Systams, we ANSVTPII Quality Criteria, 03849 and BCSI Building Component 6204 Parka East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria. VA 22314. Tampa, FL 361110 Job Truss Truss Type DIV Ply Park Sq Hrn/ 2091 Madrona A C / Tray T13184288 P20918-T GI HIP 1 1 b Reference (optional) Mid-Flodda Lumber, Bartow. FL. 1-0-0 ' 3.9.4 8,130 s Sep 15 2017 MiTek I D:VHDyiuZDwOr112xygntYl3zgvcy-deRbbS 7.0-0 12.4-0 t 5 8.12 3.2.12 5.4-0 3.2.12 US = US = 4 18 19 5 Inc. Wed Feb 7 08:47:15 2018 3.9.4 1.0.0 Stale - 1:34.8 36 = 34 = 4x4 = 3x4 = 3x5 = LOADING (psQ 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 FBC2017frPI2014 LUMBER - TOP CHORD 2x4 SP No.2 'Except' 4-5: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2-1428/0.8-0, 7=1428/0.8-0 Max Horz 2-77(LC 6) Max Uplift 2-368(LC 8). 7-368(LC 8) CSI. OEFL. In (loc) Udefl L/d PLATES GRIP TC 0.82 Vert(LL) -0.09 9-11 >999 240 MT20 244/190 SC 0.75 Vert(CT) -0.18 9-11 :-999 180 WB 0.25 Horz(CT) 0.07 7 n/a n/a Matrix -MS Weight: 93 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-10-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-11-7 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3-2661/685, 3-4=-2468/662, 4-5=-2208/617, 5.6=-2467/662, 6-7-2661/685 BOTCHORD 2-11-55312351. 9-11-498/2206. 7-9--553/2351 WEBS 3-11-278/64, 4-11=46/654, 5-9=461654, 6.9-279/64 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=140mph (3-second gust) Vasd-108mph; TCDL-4.2psf; BCDL=3.Opsf; h-15ft: 8=45ft; L=24ft: eave-4ft; Cat. 11; Exp 8; Encl.. GCpi=0.18: MWFRS (directional); Lumber OOL=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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=368, 7=368. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 185 lb down and 201 lb up at 7-0-0, 95 lb down and 105 lb up at 9-0-12. and 95 lb down and 105 lb up at 10-3.4, and 185 lb down and 201 lb up at 12-4-0 on top chord, and 321 lb down and 95 lb up at 7-0.0, 66 lb down at 9.0.12, and 66 lb down at 10-3-4, and 321 lb down and 95 lb up at 12-3-4 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (6). LOAD CASE(S) Standard 1) Dead + Roof live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plQ Vert: 1-4-60. 4-5=-60, 6.8=-60, 12-15=-20 Concentrated Loads (lb) Vert: 4--138(F) 5-138(F) 11-321(F) 9-321(F) 18-95(F) 19-95(F) 20=-41(F) 21-41(F) This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J. O'Regan PE No.59126 MITok USA, Inc. FL Cart 6636 6904 Parke East Blvd. Tamps FL 33610 Data: February 7,2018 Q WARMNO • Var/fy design parameters and READ NOES ON 7103 AND INCLUDED AerEN REFERENCE PA E AW472 rev. 1801/2015 BEFORE USE. Design valid for use only with Mrrek® connectors. This design Is based only upon parameters shown, and Is for an Individual bullring component, not a truss system. Before use, the building designer must verify the applkablety or design parameters and property Incorporate this design Into the overall budding design. Bracing Indicated Is to buelding of individual truss web and/or chord members only. Additional temporary and permanent bract g M 7ek' prevent la always required for stabaxy and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, we ANSV7PI1 Quality Criteria. OSS-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available ream Truss Plate Institute. 216 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa. FL 36610 Job Truss Truss Type Oy PlyPark Sq Hm/ 2091 Madrons A C / Tray T13184288 P20918-T G2 HIP 1 1 e re all Mid -Florida Lumber, Bartow, FL. 1.0-0 ' 4.9.4 4.2.12 04 = 4x4 = 8.130 s Sep 15 2017 MTek Industries. Inc. Wed Feb 7 08:47:16 2018 1-0-0 ' Scale - 1:34.0 ri 4x4 = 4x8 = 4x4 = 3x4 = 3x4 = 9-0-0 1.4-0 9_0-0 LOADING (pan SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(L-) -0.13 9-17 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.28 9-17 >820 180 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(CT) 0.03 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 91 lb FT - 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing direly applied or 4-9.6 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9.8-9 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=833/0-8-0, 7=833/0-8-0 Max Horz 2=96(LC 11) Max Uplift 2=164(LC 12). 7=-164(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3-13191477. 3-4=-1007/370, 4-5=-847/362, "-1007/370, 6.7--1319/477 BOTCHORD 2-11=357/1160,9-11=157/847.7-9-36511160 WEBS 3-11=-3801235, 4-11=-83/293. 5.9=831293, 6-9=-380/235 NOTES- 1) Unbalanced roof live bads have been considered for this design. 2) Wlnd: ASCE 7-10: Vult=140mph (3-second gust) Vasd=108mph: TCDL=4.2psf: BCDL=3.Opsf: h=15ft; 8=45ft; L=24ft: eave=4ft; Cat. If: Exp 8; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0.0 to 2-0-0. Interior(1) 2-0.0 to 9-0-0. Exterior(2) 9.0-0 to 10-4-0, Interior(1) 14-8-11 to 20-4-0 zone;C-C for members and forces 8 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 nonconcufrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2-164,7- 164. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J.0' Regan PE No.66126 IdlTek USA, Inc. FL Cart 46U HU Parke East Blvd. Tampa FL 11610 Data: February 7, 2018 QWARNINO - Vrffy daalan peramafars and READ NOTES ON TNIS AND INCLUDED aerEK REFERENCE PAGE aUW1T2 rev. 10N2/2015 BEFORE USE. aw Design valid for use only wen MIT011 Connedtora. This design Is based only upon parameters Shown. and Is for an Individual building Component, not a uuu System. Setae use, the budding designer must verily the applicability of design parameters and property Incorporate this design Into the overact building design. Bracing indicated Is to prevard budding of Individual truss wab and/or chord members only. Addaional temporary and permanent bracing M iTe k' Is always requiredforStabilityandtopreventcollapsewithpossiblepersonalIniwyandpropertydamage. For general guidance regarding the fdlxks ban. Storage, delivery, redlon and bradng of wawa and wail systems, see ANSVTPII Quality CAteda. OSS49 and SCSI Building Component 6904 Parke East BM. Safety Infommation available from Truss Plate Institute, 218 N. Lee Street, Suee 312. Alexandria. VA 22314. Tampa. FL 36810 Job Truss Truss Type Oy Ply Perk Sq HM 2091 Madrone /LC /Tray Il T13164270 P2091B•T G3 COMMON 1 ob Refe a eeall Mid-Flodds Lumber, Bartow, FL. S.130 s Sep 15 2017 Mirek Industries, Inc. Wed Feb 7 08:47:17 2018 Page 1 ID:WIOytu2DwOn12xygntYl3zgvcya02L08Vrlkr7RTno0uBR7CVNsM VAVzpd2NSKltznaWB 1-0-0 5-1.4 2.8.0 14.2.12_ 19.4.0 , 20.4-0 1.0-0.0 5.1.4 1 4.6-12 1 - 4-0-12 5-1-4 A•0 Scale = 1:34.4 40 = Q 4x4 = 5x8 = 4x4 = 948-0 941-0 19.4-0 9-8-0 Plate Offsets iX Y1- 18.0-4.0 0-3-01 LOADING (psq SPACING- 2-0-0 CS1. DEFL. in loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.14 8-11 >999 240 MT20 2441190 TCOL 10.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.30 8-11 >765 1B0 SCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(CT) 0.03 6 n/a n/a BCOL 10.0 Code FBC2017fTP12014 Matrix -MS Weight: 87 lb FT = 20% LUMBER. BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=8331041-0.6=83310.8-0 Max Horz 2=102(LC 10) Max Uplift 2=-164(LC 12), 6=164(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1302/424. 3-4=9771331, 4-5=977/331, 5.6=13021424 BOT CHORD 2.8=-294/1141, 6-8=31211141 WEBS 4-8=1361588, 5. 8=387/215. 3-8=3871215 NOTES- 1) Unbalanced roof live bads have been considered for this design. 2) Wind: ASCE 7-10; Vult-140mph (3-second gust) Vasd=108mph: TCOL=4.2psh BCDL-3.Opsf; h-15ft; B-1511; L-2411; eave=oft: Cat. It: Exp B; Encl., GCpi= 0.18; MWFRS (directional) and C-C Exterlor(2) -1-0.0 to 2-0-0. Interior(1) 2-0-0 to 9-84), Exterior(2) 941-0 to 12.1-0 zone;C- C for members and forces 8 MWFRS for reactions shown: Lumber DOL-1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 Pat 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 Qt=lb) 2-164. 6.164. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J. alkegan PE No. S6126 M1Tsk USA, Inc. FL Cart 4634 NU Parke East Blvd. Tampa FL 33610 Date: February 7,2018 QWARNING - Varlfy daslgn parameters and READ NOTES ON 111185 AND INCLUDED AOTEK REFERENCE PAGE e1/1.7173 rev. faV1120fa BEFORE USE. Design valid for use only with Mf rek® 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 owes building design. Bracing Indicated Is to buckling of Individual trust web and/or chord members only. Additional temporary and permanent bracing M iTe k' prevent Is always required forstability 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 ANSVTPlI Quality Criteria, OSS49 and BCSI Building Component 6904 Parke East BM. Safety Information available from Three Plate Institute. 218 N. Lea Street. Suite 312. Maxondds. VA 22314. Tampa. FL 36610 Job Truss Truss Type Oty Ply Park Sq Hmf 2091 Madrona A C / Tray T13164271 P2091S-T G4 COMMON 1 1 Job Reference factional) Mid -Florida Lumber. Bartow, FL. S.130 s Sep 15 2017 Mirek Industries. Inc. Wed Feb 7 08:47:18 2018 Page 1 ID:WjDyiu2DwOr112xygntYl3zgvcy-206i0UW522z 3dM_nbigX02XLmr4EOFmoluuHJznaw7 1 •1-0-0 5-1.4 1 ". 0 14.2.12 18-11•e 1-0-0 5-1.4 4-6.12 441-12 4-8-12 Scale = 1:34.1 4x4 = 4x4 = 5x8 = 4x4 = LOADING (pan TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS ' 2x4 SP No.3 SPACING- 2-0-0 CSI. Plate Grip DOL 1.25 TC 0.46 Lumber DOL 1.25 BC 0.84 Rep Stress Incr YES WB 0.21 Code FBC2017/rP12014 Matrix -MS REACTIONS. (lb/size) 6=75710.3-8, 2=820/O-&0 Max Harz 2=98(LC 11) Max Uplift 6=126(LC 12), 2-162(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=12681424. 3-4=-943/322, 4-5-939/332. 5.6=-1240/427 BOT CHORD 2-7=334/1112, 6-7-315/1058 WEBS 4-7=1361555, 5.7=336/198, 3-7=-388/215 OEFL. in (loc) Udell L/d PLATES GRIP Vert(LL) -0.14 7-13 >999 240 MT20 2441190 Vert(CT) -0.31 7-13 >726 180 Horz(CT) 0.03 6 n/a n/a Weight: 84 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-9-8 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; SCOL-3.Opsf; h-15f1: 8=45M: L=24ft: eave=oft; Cat. 11; Exp B: Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1.0.0 to 2-0-0, Interior(1) 2-0.0 to 9-84, Exlerior(2) "-0 to 12-8-0 zone;C-C for members and forces 6 MWFRS for reactions shown: Lumber DOL=1.60 plate grip OOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurreni 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 rn 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 joints) except (0-1b) 6=126,2=162. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J. Megan PE No.88128 h11Tak USA, Inc. FL Cart 41U 6984 Parke East Blvd. Tempe FL SUM Data: February 7,2018 AWARNING • Verf/y design paramaters and READ NOTES ON rNIS AND INCLUDED MIEN REFERENCE PAGE M&7473 rev. 10102Q015 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, me building designer must verify the applicability of design parameters and properly Incorporate this design Into the overact wilding design. Bracing Indicated Is to ptovent buckling of individual truss web and/or chord members only. Addelonal 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 labricallon. Storage, delivery, erection and bracing of trusses and truss systems, see ANSM111 Quality CrIterda, OSS4 9 and SCSI Building Component 8904 Perko East Blvd. Safety Information avaitsble from Truss Plata 1nsGlule, 210 N. Lae Street, Buda 312. Alexandria. VA 22314. Tampa. FL 366 10 Job Truss Truss Type DIV Park Sq Hm/ 2091 Madrons A C / Tray JPly T13164272 P2091B-T G5 SPECIAL 1 1 e oa Mid•Ftodda Lumber. Bartow. FL. 8.130 s Sep 15 2017 Mirek Industries, Inc. Wed Feb 7 08:47:19 2018 Page 1 ID: VADyiuZDwOril2xygnlYl3zgvcy-WPg5OgXjpL5rhmwBLJDw4dbh09DbzpfvOheRglznaW6 1-0-0 5.1.4 2.8.0 15.8-0 le-11.8 1-0-0 5-1.4 44-12 6-0-0 3-3.8 Scale • 1:34.4 4x4 = 7 04 = Sx8 = 3x4 = 1.Sx4 II I 9•S-0 1541-0 18.11.5 I 9.84) 6-0-0 3 3.8 LOADING (psf) SPACING- 2-0.0 TCLL 20.0 Plate Grip DOL 1.25 TCOL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Ina YES BCDL 10.0 Code FBC2017/TP12014 CSI. DEFL. in loc) Udefl L/d TC 0.53 Vert(LL) 0.17 9-12 999 240 SC 0.76 Vert(CT) 0.36 9-12 619 180 WB 0.46 Horz(CT) 0.03 7 n/a n/a Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (Iblsize) 7-75110-3-8, 2-81410.8-0 Max Horz 2=83(LC 11) Max Uplift 7=-127(LC 12), 2=-159(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1250/409. 34=-931/320, 4-5=942/312, 5.6=-1038/338, 6-7=-714/253 BOT CHORD 2-9=-399/1096, 8-9=-35611082 WEBS 3-9-3871205, 4-9=941509. 5-9--357/156, 5-8-681/241. 6-8=-39011202 PLATES GRIP MT20 2441190 Weight: 94 lb FT - 20% Structural wood sheathing directly applied or 441-15 oc purlins, except end verticals. Rigid ceiling directly applied or 9-3-9 oc bracing. NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10: Vult=140mph (3-second gust) Vesd=tOBmph; TCOL=4.2psf; BCDL-3.Opsf: h=15ft; B=4511; L-241t; eave=4ft: Cat. If: Exp B: Encl., GCpi=0.18: MWFRS (directional) and C-C Exterior(2) -1-0.0 to 2-0-0, Interlor(1) 2.0.0 to 9-8-0, Exterior(2) 9-8-0 to 12.8-0, Interior(1) 15-8-0 to 18-9-12 zone;C-C for members and forces 6 MWFRS for reactions shown; Lumber DOL-1.60 plate grip OOL=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 nonconcufrent 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 7-127, 2=159. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J.O'Regan PE No.S8126 MITak USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Oats: February 7,2018 AWARNING. VerHy design parameters and READ NOTES ON ilea AND INCLUDED WrEK REFERENCE PAGE Ma-7472 rev. I401220I6 BEFORE USE. Design valid for use only with Wake connectors. This design Is based only upon parameters shorim. and Is for an Individual building component, not a truss system. Before use, the Wilding designer must verity the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent bucldbq of Individual truss web andfor chord members only. Additional temporary and pamument 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 ANSVrP11 clusllty Criteria, OS62e and SCSI Building Component SOW Parka East Blvd. Safety Information available tram Truss Plate Instltule. 218 N. Lea Strout. Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq HM 2091 Madrona A C / TreyI T13184273IP20918-T G6 SPECIAL 1 job Reference (optional) Mid -Florida Lumber, Bartow. FL. 8.130 s Sep 15 2017 Mrrek Industries, Inc. Wed Feb 7 08:47:19 2018 Page 1 10:VADyiu2DwOAl2xygntYl3zgvcy-W Pg5OgXjpLSmmwBLJDw4dbh290pzgovOheRglzna W8 1-0-0 5-14 9.8.0 13.8-0 18-11.8 1-0-0 6-14 441.12 4-0-0 5-3-8 Scale a 1:34.4 4x4 = 7 4x4 = Sx8 = 30 = 1.Sx4 11 9-a-0 13$-0 18-11-B n A.Al1 d1111 I i'tA I LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 TCDL 10.0 Lumber DOL 1.25 SC 0.74 BCLL 0.0 Rep Stress Ina YES WB 0.41 BCDL 10.0 Code FBC2017frP12014 Matrix -MS DEFL. In (loc) uden ud PLATES GRIP Vert(LL) -0.18 9-12 >999 240 MT20 244/190 Ven(CT) -0.38 9.12 >595 ISO Horz(CT) 0.02 7 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 7=751/0-3-8, 2=814/0.8-0 Max Horz 2=100(LC 12) . Max Uplift 7=-131(LC 12), 2=-155(LC 12) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1253/404, 3-4=924/310, 4-5=904/316, 5-6=-9691325, 6-7=-694/273 BOT CHORD 2-9--431/1100, 8-9-336/993 WEBS 3-9=-393/214. 4-9=-126/528, 5.9=309/132, 541=487/207, 6-8=361/1078 Weight: 98 lb FT - 20% Structural wood sheathing directly applied or 4-9-8 oc purtins, except end verticals. Rigid ceiling directly applied or 8-11-7 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult-140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsh h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp 8; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0.0. Interior(1) 2-0-0 to 9-8-0. Exterlor(2) 9-8-0 to 12-8-0, Interlor(1) 13-8-0 to 18-9-12 zone;C-C for members and forces S 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 nonconcufrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=131. 2-165. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J. allegan PE No.66126 MITak USA, Inc. FL Cart 4634 6204 Parke East Blvd. Tampa FL 33610 Date: February 7,2018 Q wARNINO - Vanity datlgn parameters and READ NOrES ON TMS AND INCLUDED MITER REFERENCE PAGE 111011-702 rev. toN3120tS BEFORE USE. Design valid for use only with MITalS eormactors. This design It baud only upon parameters Mown, and Is for an Individual budding component, not a truss "am. Before use, the budding designer must verity the applicability or design panhlalent and property Incorporate this design Into the overall budding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k' is atwayt required for stability and to prevent collapse with possible personal injury and property damage. For general guklance regarding the fabdCld on. storage, delivery, erection and bracing of trusses and truss systems, sea ANSUTP11 Quality Criteria, 09842 and BCSI Building Component 6904 ParkaEast Blvd. Satiny Information available from Trust Plate Institute. 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa. FL 36610 Job Truss Truss Type Oty Ply Park Sq HRV 2091 Madrona A_C / Tray T13184274 P2091B-T G7 SPECIAL 1 1 Job Reference (optional) Mid-Flodda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Feb 7 08:47:20 2018 Page 1 ID:%MDyluZOwOAl2xygntYl3zgvcy_bEUeAYLafDilwVNuOk9cr7gszxsilU3FLN7MBznaW5 1-0-0 5.1.4 9-0-0 11.8.0 18-11-8 r t-0-0 I 5.14 46.12 i 2.0.0 7.3.8 Scale - 1:34.4 4x4 = 04 = 5x8 = 30 = 9.LO 11 18.116 9-0-0 2-0-0 7-3-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/da' Ud PLATES GRIP TCLL 20.0 Plate Grip DOL I'25 TC 0.65 Vert(LL) 0.16 7-8 999 ' 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.88 Vert(CT) 0.32 7-8 702 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.36 Horz(CT) 0.03 7 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MS Weight: 98 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD WEBS REACTIONS. lb/size) 7-751/0-3-8, 2=814/0-8-0 Max Horz 2-128(LC 12) Max Uplift 7=-136(LC 12), 2=-150(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1260/393, 3-4-931/283. 4-5=901/324 BOT CHORD 2-8=457/1105. 7-8=-3281890 WEBS 3-8=-386/220, 4-8=-173/633, 5.8=2961159. 5.7=-960/357 Structural wood sheathing directly applied or 4-10-3 oc purlins, except end verticals. Rigid ceiling directly applied or 8-8-0 oc bracing. 1 Row at midpt 5-7 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-4.2psh BCDL=3.0psh h=15R; B=45ft; L=24f1; eave=oft; Col. II: Exp B; Encl.. GCpI=0.18: MWFRS (directional) and C-C Exterlor(2) -1-0-0 to 2-0-0, Interior(1) 2.0-0 to 9-8-0. Exterior(2) 941-0 to 11.8-0 zone;C-C for members and forces 6 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL-1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load noncencuffent 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) 7-136. 2.150. Q WARNINO • Verify deafgn pammotars and READ NOTES ON TMS AND INCLUDED MITEN REFERENCE PAOE MII.7472 rev. 10/03/2015 BEFORE USE. Design valid for use only with WSW connectors. This design It based only upon parameters shown, and Is for an Individual building component• not a truss "am, Before use, the building designer must verity the applicability of design pats m ttera and property Incorporate this design into the overall Ouading daslgn. Bracing Indicated Is to prevent buckling of Individual buss web andfor chord members way. Additlonol temporary and permanent bracing Is always required tar Stability era to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabtleatlon. Storage, delivery. erection and bracing of trustee and truss Systems, e ANSUTPII Quality Criteria, 08041e and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lila Street. Suite 312. Alexandria, VA 22314. This item has been electronically signed and sealed by ORegan, Philip, 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. Philp J. altegan PE No.S6126 MITok USA, Inc. FL Cart 6$U 62U Parke East Blvd. Tampa FL n6lo Data•. February 7,2018 W', MiTek' 6904 Parke East SIA. Tampa, FL 36610 Job Truss Truss Type Oty PlyPark Sq Hmf 2091 Madrona A C / Tray I Tt3184275 P20918-T G8 MONO HIP 1 Jo Reference (optional) Mid -Florida Lumber, Bartow, FL. 1-0-0 7-10.4 US = 8.130 s Sep 15 2017 Mirek Industries, Inc. Wed Feb 7 08:47:21 2018 Page 1 15 3x4 = 18 5 17 Scala - 1:33.7 1.Sx4 II 9 _ 7 3x5 = 1x4 11 5x6 - 3x4 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Ina YES BCDL 10.0 Code FBC2017/TPI2014 CSI. DEFL. in loc) Udell L/d TC 0.65 Ven(LL) 0.17 7-8 762 240 SC 0.65 Ven(CT) 0.35 7-8 376 180 WB 0.39 Horz(CT) 0.01 7 n/a n/a Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/site) 7-482/0-3.8, 2-439/0-8-0, 9=645/0.3-8 Max Horz 2=156(LC 12) Max Uplift 7--85(LC 9), 2=-31(LC 12), 9=-194(LC 12) Max Grav 7-530(LC 22). 2-439(LC 1), 9=645(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-388/0, 3-4=-410f70, 4-5-338/43 BOT CHORD 2-9=-43/332. 8-9=-43/332, 7-8=105/328 WEBS 3-9=-480/326, 5.7=459/156 PLATES GRIP MT20 244/190 Weight: 98 lb FT = 20% Structural wood sheathing directly applied or B-0.0 oe 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; Vuk=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; SCDL-3.Opsf; h=15ft; B-45ft; L-24ft; eave=oft; Cat. II; Exp 8: Encl., GCpl-0.18; MWFRS (directional) and C-C Exterior(2) -1-0.0 to 2-0-0. Interior(1) 2.0.0 to "-0, Exterior(2) 9-8-0 to 13-10.15 zone;C-C for members and forces 8 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 nonconcument 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 fd 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) 7, 2 except at=lb) 9-194. This item has been electronically signed and sealed by ORegan, Philip, 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. PhWp J.ORegan PE No.66126 Wilk USA, Inc. FL Cut 46U 6904 Parke Eaat 81vd. Tamps FL SU10 Data: February 7,2018 Q wARN/NO • Verify design parameters and READ morE5 ON tries AND imcLUDEG Surem REFERENCE PAGE 611147172 rev. M002 afa BEFORE USE. Design valid for use only with WSW emineelors. This design Is eased only upon parameters shown, and Is for an Individual building component, not a true system. Before use, the building designer must verify the applicability of design parameters and propary Incorporate Ihla design Into the overall budding design. Bracing Indicated Is to ptavent buckling of Individual trues web andlor Chord member& only. Additional temporary and permanent bracing M ITe k' prevent collapse with possible personal Injury and property damage. For general guidance regarding tlaalwaysrepulredforstabilityandtoPrevent fabrication, Storage, detivery, erection and bracing of teases and was systems, sea ANSVTPIt Quality Criteria, 091342 and SCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute. 216 N. Lea Street, Suite 312. Alexandria, VA 22314. Tampa. FL 36810 Job Truss Truss Type Oty Ply Park Sq Hrrd 2091 Madrona A C / Tray T13164276 P20918-T J7 JACK 19 1 fro o0oal Mid-Flodda Lumber, Barlow. FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Wed Feb 7 08:47:21 2018 Page 1 ID:VADyiu2DwOr112xygntYl3zgvcy-SoosrV Y_LzL2w44ZSkGO92g77zyTRgICU77Yuezna W4 10-0 7-0-0 1-0-0 7-0-0 3x4 = LOADING (psi) SPACING- 2.0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017frPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 7-0-0 7-0-0 1 CS1. DEFL. in loc) Udell L/d TC 0.69 Vert(LL) 0.12 4-7 695 240 BC 0.54 Vert(CT) 0.23 4-7 356 180 WB 0.00 Horz(CT) 0.00 2 We We Matrix -MP REACTIONS. (lb/size) 3=181/Mechanical, 2=34010-8-0, 4=89/Mechanical Max Horz 2=117(LC 12) Max Uplift 3=-72(LC 12), 2=-59(LC 12) Max Grav 3=181(LC 1), 2=340(LC 1).4=129(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale - 1:22.9 PLATES GRIP MT20 2441190 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-15f1; 8=45h; L-24f: eave=4h; Cat. It: Exp 8; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0.0 to 2-0-0. Interior(1) 2-0.0 to 6.10-4 zone;C-C for members and forces 8 MWFRS for reactions shown: Lumber DOL-1.60 plate grip DOL-1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 3, 2. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J.O'Regan PE 110.68126 Wok USA, Inc. FL Cott 4634 6904 Parke East Blvd. Tampa FL 33610 0&N: February 7,2018 O WARNING- Verify design parameters and READ NOTES ON rMS AND INCLUDED WEK REFERENCE PAGE M0-7472 rev. IM212015 BEFORE USE. Design valid for use only with MITeh® connectors. This design Is tubed only upon parameters shown, and is far an individual building Component. not a truss "am. Before use, the building designer must verily the applicability of design parameters and property Incorporate this design line the Overall building design, ersartg Indicated Is to pravarq OuCkling of Individual tons web Shiver Chard members only. Additional temporary and permanent bracing M iTek' Is always required for stability and to prevent Collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delMry. erection and bracing of trusses and truss Systems, a" ANSUrP11 Quality Criteria, 09042 and SCSI Building Component 6204 Parke East Blvd. Safety Information available from Truss Plate Institute, 216 N. Lee Street. Suite 312. Alexandria, VA 22314. Tamps, FL 36610 Job Truss Type Oty Py Park Sq HRV 2091 Madrona AC l TrayT13184277ppE.-CIALP20918-T VT 3 1 job Reference (optional) Mid -Florida Lumber, Banow. FL. 2xS _ 2X4 II 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Feb 7 08:47:22 2018 Page 1 Scale - 1:22.9 Plate Offsets (X.Y)- 12:0-2-O.Edoel. 13:0-2-8.0-2-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Ven(LL) 0.19 6 >432 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 8C 0.69 Vert(CT) -0.32 6 >258 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.16 5 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MR Weight: 26 lb FT = 20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9.12 oc purlins. BOT CHORD 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 3.7: 2x4 SP No.3 REACTIONS. (Ib/size) 4=169/Mechanical, 2=346/0.8-0, 5=107/Mechanical Max Horz 2=118(LC 12) Max Uplift 4=-61(LC 12). 2=-58(LC 12). 5=7(LC 12) Max Grav 4=169(LC 1), 2=346(LC 1). 5-126(LC 3) FORCES. (lb) - Max. Comp./Mau. 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=15f1: 8=458; L=24R; eave=4N; Cat. II; Exp 8: Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0.0 to 2-". Interior(1) 2-0-0 to 6-11-4 zone;C-C for members and forces t3 MWFRS for reactions shown; Lumber DOL-1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pal bottom chord live load nonconcurrent with any other live loads. 3) ' 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at jolnt(s) 4, 2, 5. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J. O'Regan PE No.66126 hgTek USA, [no. FL Cart4634 6204 Parts East 8hd. Tampa FL 33610 Oats: February 7,2018 QWARNINO • Verfry design panmetrs and READ NOTES ON THIS AND INCLUDED AUTEX REFERENCE PAGE MIA7g3 rev. t"I* f a BEFORE USE. Design valid for use only with MITek® Connector& This design IS based only upon parameters shown. and is tor an Individual building component, net a truss system. Before use, the building design musl verily, the appllrablkty, of design parameters are property Incorporate this design Into the overall building design. BMdng Indkated Is to prevent bucNing of Individual truss web and/or Chad members any. Additional temporary and permanent trading M iTe k' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the farketlon. storage, delivery, reason and teeing of trusses and truss systems, see ANSUTPII Ousllty Criteria, OSB49 and SCSI Building Component 690e Parka East Blvd. Safety Information available from Truss Plate Institute, 210 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa. FL 36810 Job Truss Truss Type Oty Ply Park Sq HM 2091 Macron. A C / Tray T13164278 P20918-T KJ6 SPECIAL 1 1 race a lio a Mid-Flodda Lumber, Bartow, FL. 2x4 11 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 TCDL 10.0 Lumber DOL 1.25 BC 0.40 BCLL 0.0 Rep Stress Incr NO WB 0.00 BCDL 10.0 Code FBC2017/TPI2OI4 Matrix -MR 8.130 s Sep 15 2017 Mrrek Industries, Inc. Wed Feb 7 08:47:23 2018 5.4.4 DEFL. In (loc) Udell LJd Vert(LL) 0.19 S-6 417 240 Vert(CT) 0.17 5-6 2-469 ISO Horz(CT) 0.18 5 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 'Except' 3.6: 2x4 SP No.3 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 8=308/0-11-5, 4-172/Mechanical, 5=66/Mechanical Max Harz 8=88(LC 8) Max Uplift 8=-217(LC 8), 4=-105(LC 8). 5=-47(LC 8) Max Grav 8=308(LC 1). 4-172(LC 1), 5=108(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-8=252/207 Stale: 3/8'-V PLATES GRIP MT20 244/190 Weight: 29 Ill FT = 20% Structural wood sheathing direly applied or 6-0-0 oo purlins, except end verticals. Rigid ceiling directly applied or IG-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10: Vult=140mph (3-second gust) Vasd=108mph: TCOL=4.2psh BCDL=3.Opsf; h=15ft: B-45ft: L-24ft; eave=4ft; Cat. 11; Exp B; Encl.. GCpI=0.IS: 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 100 lb uplift at Joint(s) 5 except (lt=lb) 8=217. 4-105. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 122 lb up at 1-6-1. 92 lb up at 1-6-1. and 421b up at 4-4-0, and 10 lb down and 61 lb up at 4-4-0 on top chord, and 74 lb up at 1-6-12. 16 Ill up at 1-6-12, and 79 lb up at 4-4-0, and 3 lb down and 7 lb up at 4-4-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase-1.25 Uniform Loads (pill Vert: 1-2-60, 2-4=-60, 7-8-20. 5-6-20 Concentrated Loads (lb) Vert: 7-7(F=4,B-2)3=69(F-34,B-35)9=-1(F)10--3(F) This item has been electronically signed and sealed by ORegan, Philip, 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. Phillip J. alkegan PE No.58126 MITak USA, Inc. FL Cent 6634 OU Parke East Blvd. Tampa FL 11610 Data: February 7,2018 QWARN/NO • Verify deslgn parameters and READ NOTES ON rNIS AND INCLUDED AOrEK REFERENCE PAGE M0.7472 rev. M1212015 BEFORE USE. Design valid for use only with kurek® connectors. This design Is based only upon parameters shown, and is for an kidNldual budding component, not a truss system. Before use. the building designer must verily the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indkyted Is to prevent buckling of IndMduel truss web and/or Hard members only. Additional temporary and permanent bracing M!Te k' Is always requited for stability and to prevam collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, aredWn and bracing of trusses and truss systems, ace ANSUTPII Quality Crltada, OS849 end SCSI Building Component 6904 Parka East Bid. Safety Inlomution available from Truss Plata Insillula. 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Tampa. FL 36810 Job Truss Truss Type City Ply Park Sq HrtV 2091 Madrona A C / Tray T131(i4279 P2091B-T KJ7 JACK 4 1 b Reference Mid -Florida Lumber, Bartow, FL. 8.130 a Sep 15 2017 MTek Industries. Inc. Wed Feb 7 08:47:23 2018 Page 1 10:VADyiu2DwOd12xygntYl3zgvcy.OAwcGBaElabH90Eya81 sETIOLngavfBVxJdzWzna W2 15-0 5.2.5 9-10.13 l 1.50 I 5.25 44" Scale - 1:22.5 2x4 = tx4 II 5 3x4 = t 5.2-5 9.10-13 , 4.8-85-25 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/de8 Ud PLATES GRIP TCLL 20.0 Plate Grip OOL 1.25 TC 0.38 Vert(LL) -0.03 6.7 >999 240 MT20 2441190 TCOL 10.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.07 6.7 999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.36 Horz(CT) 0.01 5 We n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 42 lb FT - 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling direly applied or 10.0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4-128/Mechanical, 2=511/0.11-5, 5=328/Mechanical Max Horz 2=118(LC 8) Max Uplift 4=-55(LC 8). 2=109(LC 8). 5=-47(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250'(Ib) or less except when shown. TOP CHORD 2-3=775/91 BOT CHORD 2-7=16WOB, 6.7=151/708 WEBS 3-7=0/275, 3-6=769/164 NOTES- 1) Wind: ASCE 7.10: Vu8=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf: BCDL-3.0psf; h-15ft: B=45ft: L=24ft: eave=oft; Cat. 11; Exp B; Encl.. GCpl=0.18; MWFRS (directional): Lumber DOL=1.60 plate grip OOL-1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4.5 except (jt=lb) 2.109. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3 lb down and 11 lb up at 1-6-12, 3 lb down and 11 lb up at 1-6-12, 3 lb down and 41 lb up at 4-4-12. 3 lb down and 41 lb up at 4-4-12. and 27 lb down and 68 lb up at 7-2-11, and 27 lb down and 68 lb up at 7-2-11 on top chord, and 2 lb up at 1-6-12, 2 lb up at 1.6-12, 5 lb down at 4-4-12, 5lb down at 4-4-12, and 20 lb down at 7.2-11. and 20lb down at 7-2-11 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase-1.25 Uniform Loads (plo Vert: 14=60, 5-8=-20 Concentrated Loads (lb) Vert: 13=53(F=27, 8=-27) 14=4(F=2, B=2) 15=-10(F=-S, 8=5) 16=-35(F=-17. 8=17) This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J.0'Repit PE No.68128 MiTak USA, Inc. FL Cart66U 69U Parke East Blvd. Tampa FL 33610 Data•. February 7,2018 Q wARNIND • Verity design parameters and READ NOTES ON TNIS AND INCLUDED M/TEK REFERENCE PAGE Ma•7473 rev. 1001113/20ta BEFORE USE. Oe4gn valid for use only with klfTeldll connectors. This design Is based only, upon parameters shown• and Is for an individual buddfrtg component, not a trues system. Before use, the building designer must verify the applicability or design parameters and property Ineorporata this design Into me overall bWiling design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k' is always required for stability and to prevent Collapse with possible personal Injury and property damage. For general guidance regarding the tatxkation, storage, delivery, erection and bracing of basses and truss systems, sea ANSVTPII Quality Criteria. OSS42 and SCSI Building Component aw Parka East Blvd. Salety Inforrrudon available from Truss Plate Institute. 218 N. Lee Street. Suhe 312. Alexandria, VA 22314. Tamps. FL 38610 Job Truss Truss Type oy Ply Park Sq Hint 2091 Madrone A C / Tray T13184280 P20918-T KJ7T SPECIAL 1 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 Mirek Industries, Inc. Wed Feb 7 08:47:24 2018 Page 1 10:gDyiuZDwOr112xygntYl3zgvcy-tNUUXbseui8nYp87sp5nhlULAIXe8HeAzLCVzznaW1 JI" 3-7-13 8-7-9 9.10.13 1 -0 3.7.13 2.11.12 3-34 O- 4x4 3x4 Scale = 1:22.8 0 dN I 3.7.13 ( 8.7-9 9.10.13 3.7.13 2-11-12 3-34 Plate Offsets (X.YI— f2:0.4-3.Edael. 1121.6.0-2-81 LOADING (psf) SPACING- 2.0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Ven(LL) .0.26 9 >465 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.54 9 >217 180 BCLL 0.0 ' Rep Stress Ina NO WB 0.24 Horz(CT) 0.18 6 n/a n/a BCDL 10.0 Code FBC2017frPI2014 Matrix -MS Weight: 41 lb FT = 20% LUMBER. BRACING - TOP CHORD 2x4 SP DSS TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins. BOT CHORD 2x4 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. 3.6: 2x4 SP No.1. 3-10: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 5-46/Mechanical, 2-492/0.11-5, 82345/Mechanical Max Horz 2=118(LC 8) Max Uplift 5=-23(LC 8). 2-99(LC 8), 6=55(1_C 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-12=-26410, 3-4=8591113 BOT CHORD 3- 8=1601824, 7-8=160/827 WEBS 4-8= 10/298, 4-7--910/176 NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf: BCOL-3.0psf: h-15ft; 8=45f ; L=2411; eave=oft; Cat. It: Exp 8; Encl.. GCpi=0.18; MWFRS (directional); Lumber DOL-1.60 plate grip OOL=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 20.0psf 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at jolnt(s) S. 2, 6. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J.0' Regan PE No.66126 MITek USA, Inc. Fl. Cart661/ 6904 Perk@ East Blvd. Tampa FL 33610 Data: February 7,2018 AWARNING - Verify design pantmrrs and READ NorE3 oN THIS AND INCLUDED ACTEX REFERENCE PACE AVI.7472 ray. IM102015 BEFORE USE. Deep valid for use only with MfTelob eonnedors. This design Is based only upon parameters shown, and Is for an Individual building Component, not a trust system. Before use, the building designer must verify the applicability of deep parametere and property Incorporate this design Into overalleoverall building design. Bracing Indicated Is to prevent buckling of individual trust web andiat Chord members only. Additional temporary and permanent braeing M iTe k' Is shveys (squired forstabilityandtopreventC011apsawithpossiblepersonalinjuryandpropertydamage. For general guldenee tegardbq the fabrication, storage. delivery. erection and bracing of trusses and truss systems, tea . ANSVTPII Duality Crtteds, owes and SCSI Building Component BOW Parka East Blvd. Salley Irdormatlon available from Truss Plate InsOtuta, 219 N. Lee Street. Suite 312. Alexandrta. VA 22314. Tamps. FL 38610 Job Truss Truss Type City Ply Park Sq Hm/ 2091 Madrona A C / Tray T13164281 P2091B-T V1 VALLEY 1 1 Job Reference o lions Mid -Florida Lumber, Banow, FL. 8,130 s Sep 15 2017 Mirek Industries, Inc. Wed Feb 7 08:47:25 2018 Page 1 ID:VADyiuZOwOrli2xygntYl3zgvcy-LZ1NhtbUPBs PhOLhZKKJugiHaMcNdi3oPd5mlPznaM 6-11-3 123.3 13-3 3 8-11-3 5-4-0 1-0-0 4x6 = B 7 3x4 ' 1.5x4 II 1.5x4 II axe II LOADING (psf) SPACING- 2.0-0 CSI. TCLL 20.0 Plate Grip OOL 1.25 TC 0.64 TCOL 10.0 Lumber OOL 1.25 BC 0.33 BCLL 0.0 Rep Stress Iner YES WB 0.07 BCDL 10.0 Code FBC2017/TPI2014 Metrix-S LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Right 2x4 SP No.3 1-7-10 REACTIONS. All bearings 12-3-3. lb) - Max Horz 1=61(LC 10) Max Uplift All uplift 1001b or less at joint(s) 1, 5, 7, 8 Max Grav All reactions 250 lb or less at ioint(s) 1, 5,7 except 8=436(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-8=-283/133 Scale = 1:23.1 DEFL. in floc) Well L/d PLATES GRIP Vert(LL) -0:00 6 n/r 120 MT20 244/190 Vert(CT) -0.00 6 n/r 120 Horz(CT) 0.00 5 n/a n/a Weight: 48 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCOL-4.2psf; BCDL-3.Opsf; h=15ft; 8=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0.7-9 to 3-7-9, Interior(1) 3-7-9 to 6-11-3, Exlerior(2) 6-11-3 to 10-1-9 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcuffent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 7, 8. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J.0'Regan PE No.66126 I iTek USA, Inc. FL Cad 46U 6204 Parke East Blvd. Tampa FL 1910 Data: February 7,2018 Q wARNINO • Varffy des/gn parameters and READ NOTES ON THIS AND INCLUDED wrEK REFERENCE PAGE MI.7473 rw. I000212ot s BEFORE USE. Design valid for use only with Mrrek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss "am. Before use, the budding designer must verily the applicability of design parameters and properly Incorporate this design into the overall budding design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Addeional 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 trUssaa and truss systems, sea ANSVTPII Quality Criteria, OS649 and SCSI Building Component 6904 Parka East Blvd. Safety Information available from Truss Plate Institute, 21a N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply Hmf 2091 Madrona A C / Tray jParkSq T13164282 P20918-T V2 VALLEY 1 1 ob eference a tlo al Mid -Florida Lumber, Bartow. FL. S.130 S Sep 15 2017 MiTek Industries, Inc. Wed Feb 7 08:47:25 2018 Page 1 ID:V4DyfuZDwOr112xygntYl3zgvcy-LZ1NhtbUPBs PhOLhZKKJugo3aPyNeWoPd5mlPznaWO 4.113 9.106 4.113 4.11.3 Scale = 1:16.0 4x4 = 4 2x4 4 1.5x4 II 2x4 9-IG6 LOADING (psf) SPACING- .2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.18 Vert(CT) n/a file 929 BCLL 0.0 ' Rep Stress Inv YES WB 0.05 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S 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 CHORO Rigid ceiling directly applied or 10.0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 1=157/9-10-6, 3=157/8.10.6, 4=37419-10.6 Max Horz 1=-41(LC 10) Max Uplift 1=-34(LC 12). 3=-34(LC 12), 4=-48(LC 12) Max Grav 1=159(LC 21), 3-159(LC 22), 4=374(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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=4.2psh BCDL-3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl.. GCpi=0.18; MWFRS (directional) and C-C Extertor(2) 0.7-9 to 3-7-9. Interior(1) 3-7-9 to 4-11-3, Exterior(2) 4-11-3 to 7-11-3 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0.0 wide will rd between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. i This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J. URegan PE No.S6126 MiTak USA, Inc. FL Cart 4634 U04 Parke East Blvd. Tampa FL 33610 Data: February 7,2018 AWARNING - Var fy design parameters and READ NOTES ON rMS AND INCLUDED MITEK REFERENC PARE MII.703 rev. td1 MOMS BEFORE USE. wwww Design valid for use only with MITak® 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 andfor chord members only. Additional temporary and permanent bracing M iTe k' Is akvays required for stability and to prevent collapse with possible personal Injury and property damage. Far general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPIt Duality Criteria, 03642 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lea Street. Suite 312. Alexandria. VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply Park Sq Hmf 2091 Madrona A C / Tray T13184283 P2091B-T V3 VALLEY 1 1 Job Reference factional) Mkt-Flodda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries. Inc. Wed Feb 7 08:47:26 2018 Page 1 IO:VADyiu2DwOrll2xygntYl3zgvcy-pibluDc6AV rOrzXFHrZs6N7rjf65XxdHgJZrznaW7 2-11-3 5-10-6 2.11-3 2-11-3 3x4 = 20 i 20 Scale a 1:11.9 5.10-6 Plate Offsets (X Y)- f 2:0.2-0 Eddel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) n/a n/a 999 MT20 2441190 TCOL 10.0 Lumber DOL 1.25 BC 0.27 Vert(CT) Na n/a 999 BCLL 0.0 Rep Stress Inv YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix-P Weight: 16 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1-184/5-10-6, 3=184/5.10.6 Max Horz 1=-22(LC 10) Max Uplift 1=-31(LC 12). 3=-31(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=140mph (3-second gust) Vasd=108mph; TCOL-4.2psf: 13CDL=3.Opsh h=15ft; 8=4511; L=24ft; eave=4ft; Cat. 11; Exp 8: Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone:C-C for members and forces 8. MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL-1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tell by 2-0-0 wide will fit between the bottom Chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J. URegan PE No.68126 Welt USA, Inc. FL Cod 46U 690a Parke East Blvd. Tamps FL 33610 Date: February 7,2018 QWARNINO - Vadlyr design parameters and READ NOTES ON TMS AND INCLUDED WYEK REFERENCE PAGE MI147473 m. IMMOfa BEFORE USE Design vatld for use ady, with MITax® connectors. This design Is based only upon peramaten 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 bass 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, sea ANSITPII Oualhy Criteria, 03849 and SCSI Building Component 69W Panty East Blvd. Safety Infomullon available from Truss Plate Institute, 218 N. Lee SVest, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 W O D 5 co 'a w CAm N m r N r V/ D D ° d D Z X motco) m p r. e c SG)mo m_ a O m o I A n a 7 N O.ny.N O 9 0. D 77npSjy i 0 p o 0 o eo 5 3 v o m ') o N am a N o m = °1 av 3 t D OC G 3 am. 0 O 0 0 C r N O_ S a !p < tD C' N m N A 2,Z 7 y N Z g.v 3ntn m£7N N toco9 n A Nm C. on3 cN mom- mv Ito° crLv cc oo am7 D ?mya Q Sa 2 ='o p9,7NN O 2piir.00 o(DS. a -1ON 'i y $c3 m O1A tNn Z. c-mncN„ T O E• £ e'o S. f c,< o to o miCa2, oco o' 0013 O =nam you 2, a Z yoom4 CA o -4.c Z mnvo 3 0 3 o`o_; z 01=mo oo.ay c(0 S3m' °A o3 toc=n D N 7 N 7 tG S N N N 'a N O N N O 7 N 1• • C y_ 7 30 n p y y i. N Fp t/t 7 A 7C O ' H pO( C 7 O 7 J S S. ? p y y? O 7 N O(- O N lD y N N Z fO mod3 N 0.. 7 •"z O/ 7 y O C D N O lD O N C 261 to .5..c 7. p,7 v'd 67 O N X o cto n m 2R Z< N N y N m vfDi m e 2 m m n-0 z A 1 D t_ TOP CHORD r mo 6 a3 N 2 Mtn c0 A0z m Q p a N N CO m O rC-4 Z tp y ( c (D pW m0 mz> 7 S 9) a N N V M n CO) n L w(A H m m" a ? z m /,,,. tcO a M(mi)a 0°mN O M35mNTyOm z,yz Cr N ^ C O N (n D fn y ch D V O VV2. 7 = N ow ma cnm m >< p Q 3 . R ® am (o mcn O o z m Go _„ XCAA( DHIN d ? 0. v H T ym N MCA mch. o m to c:a < —10 14 m m o V: fn cc0 3 £. rm N C Q LJ+ U 2 D° Z N 1 O • cs v O m N CA 0 yA y O N m-w - 4 U N O NU3 A o CA TOP CHORD O t0 OD V C1 U1 P t„t N [0 /0 Oo 1 O1 N P tJ N Q O tamp Enc S. m0 $g1 N-1 air- _9 °d ° c f C 40 0_' A mom aZ c3g-t a> G1 m CL d° 9° 'mv° m° n '? m? m 3 F. 'md m elmd2 U- C tom 3n5. SS ` > > m 3 m 3 3 m . off• m m 2 N m A 3 m m $ x m a t$ m C n L m t4 m S m n v $$ is 3 2r m 1 m; n ao g9 aN $Qm as x ME am3 ''° P as 'um o ° R$ y 3n oo lei, jQ Q °A n' Nn sgl3 Q _ Sl- Z C S O O d 7 C of — I. gal 1°g 9 tog O ° Q_ ' 2N m3° 5g 2'(e jg; $ff a 02 ne. C F N O N m fC _ N g » . t°wpm tp `Z S G CD NmNaN0Cm mN $ r 3 $ 1, a $ Q@ t34 3 a Sc, 9 I*R.r 2 a 3nn mto' m n MoL,_ NN go r°k3 3 s °- ?g a mm gog Zn 3 4' Zm a m 9 C t sa 13 m' $ C n ? H m 3 Nng y er 9 min gS, d 2 no SA igQ rS .+ 9a m j_O. E N.... 9 C mt0 a ? 3 n !^ ° n na $ cag J ' g $° H n t 9 (t m (p s3 am ' 9 S Ati tsm 7 021 rOi O 0 N N . ii Y O ' 1 0 m 5'i ,' . 3 7. m m i6 i n m T A O gm ° moo' 3 m $ R ' O Irt NOTE: SEE ENGINEERING PROFILES FOR SPECIAL CONNECTIONS AND NAILING SCHEDULES. ALL WALLS SHOWN ARE LOAD BEARING AT 9'4" UNLESS OTHERWISE NOTED. r- a is'- e" Y- 5' VCJ3TCJ3 a r I CJ5 CJST m m I I I J7TJ7 J7 I rl PT 4 It J7 I 0I zI I J7T n CJ5 w J7 J7 Ct W N J7 s n CJtA J7 P y J7 o J7 m o J7 m m J7 Q 9 a J7 x 1 KIZK J7 Now J7 J7 A I Q q Q C1 i 8'- 8" 4'• 9" OVERHANG BY BLDR. 11'• 4' _ W- T sf 44 - 9 GON 2 r 3gal, 9 v O L I` lu=rDmcvoC)X co a jg C -n r Z1:E O 0 co n 4 m cn p J> X 03 x Kmnm ao A .. o H9 L1 A " c o 4 t H MD D C N cn N x EOM ttimmmit - mm QC n N N N I me N N- Mjj DD Q'A Z 23 ER G) N m Z X ADDnm Ci I p zz O _ N c Q70QNg N 4" N Q 51 g r Z Q rQ mi 007 COzZCo Cr m 0 RECORD COPY Itg City of Sanford Building and Fire Prevention Product Approval Specification Form 0 wwc Permit # # 1 8- 1 8 1,8 SANFORD Project Location Address h00;&Alqb& 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.floridabuildinp.ora. 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 94fr40-W4 FL15279.20 Roll U Automatic Other 2. Windows Single Hung MI Windows & Doors Series GA 185 Aluminum SH FL 17499.2 Horizontal Slider Casement Double Hun Fixed MI Windows & Doors Series GA 185 Alum Picture Fixed FL15349.1 Awning Pass Through Projected Mullions MI Windows & Doors 5764 Verical Alum Mullion FL 15353.2 Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # includin 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 FL7008.1 Underla ments Warrior Roofing 15 and *30 Roofing Felt FL2346.1 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofina tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coatin Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates En ineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 Florida Building Code Online littps://www. floridabu i lding.org/pr/pr_app_dti.aspx?paraiil=%vCiE VX... ProfessionalBusiness & Regulationr rarr acts tome I tog In ! User Regkttation I Hot Topics j Submt Surchatga I Stats a FacUi Pubtkattors i FIIC Staff i SCIS Ste Map I Links search i Florida r USER: Approval oProductUSER: public pp PrM ftgARRt9•yel Meat > PtadVa or Aouli(dftl.SGallb > apoiCett n lkt i Application 00811 FL X FL8871-R8 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Therma-Tru Corporation Address/ Phone/Email 118 Industrial Drive Edgerton, OH 43517 419) 298-1740 rickw@rwbldgconsultants. com Authorized Signature Vivian Wright rickworwbldgconsultants. 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 Referenced Standard and Year (of Standard) FL8871 R G4L(!11 Certificate of Ind4W.adence.odf Standard year ASTM 01929 1996 ASTM D2843 1999 ASTM 0635 2003 ASTM E1300 1998 ASTM E84 2000 ASTM G26 1995 TAS 201, 202, 203 1994 I of 4 4/ 15/2018, 4:50 PM Florida Building Code Online https://www. f oridabu i ldiiig.org/pi`/pr_app_dti.aspx?parani=wG EV X.:. Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Florida Licensed Professional Engineer or Architect FL8871 RS_EGuiv (b) Equlva1encv of StandaSd;=•f)df Method 1 Option D 10/17/2017 10/17/2017 10/19/2017 12/12/2017 Summary of Products FL R Model, NumberorName 871.1 I 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 "ClasslcCraft Rustic" Series - Limits of Use Approved for use in HVHZ, Yes Approved for use outside HVHZ: Yes 36 x 8'0 "Impact" Opaque Fiberglass Radius Top Single Door X) - Inswing or Outswing Installation Instructions Ft.8871 R8 1[ (_b lnst 8871.1.Pdf ? Verified By: Lyndon F. Schmidt, P.E. 43409 ICreatedbyIndependentThirdParty: Yes Evaluation Reports FL8871 " AE (b) EvgI 8871.1.pdf Created by Independent Third Party: Yes TIY6 x WO "Impact" Opaque Fiberglass Single Door (X) - Inswing or Outswing Installation Instructions 1 FL8871_R8 Il (b) Inst 8871 2.Ddf Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.2 for Design Pressure Ratings by EL R8 AI_(b) Eval 8871,2_.pdf specific Model and for any other additional use limitations Created by Independent Third Party: Yes - and Installation Instructions. 8871.3 c. "ClassicCraft" or "ClassicCraft 36 x 8'0 "Impact" Opaque Fiberglass Single Door with I Rustle" Series l Sidelite (OX or XO) - Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R8 It (b) Inst 8871.3.pdf Approved for use outside HVHZ* Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.3 for Design Pressure Ratings by FL88 1 R8 AE (_b) Eval 8871.3.pdf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation Instructions. (For FiberClassic and SmoothStar sidelites, this product approval requires the use of "J" part numbers for these sidelites, which have been stained or painted within six months of Installation.) 8871.4 d. "ClassicCraft" or "ClessicCraf Rustic Series t 3'6 x 8'0 "Impact" Opaque Fiberglass Single Door with Sidelltes (OXO) - Inswing or Outswing Limits of Use v _ - — _ _ Installation Instructions Approved for use in HVHZ., Yes f18871 R8 ll (b) inst 887].4.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.4 for Design Pressure Ratings by FL8871 RB E_( Eval 8871.4.df specific Model and for any other additional use limitations Created by Independent Third Party: Yes and Installation instructions. (For FlberClasslc and SmoothStar sidelites, this product approval requires the use of "J" part numbers for these sidelites, which have been 2 of 4 4/15/2018, 4:50 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr app_dti.aspx?pardni=%vGEVX stained or painted within six months of Installation.) _ { 8871.5 I e. "FiberClassic" or "SmoothStar" Series iLimits of Use • —.-•_-.- • -• - jl Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 887 1. 5 for Design Pressure Ratings by specific Model and for any other additional use limitations 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 8871.6 for Design Pressure Ratings by specific Model and for any other additional use limitations and Installation instructions. (For FiberClassic and SmoothStar sidelltes, this product approval requires the use of "J" part numbers for these sidelites, which have been stained or painted within six months of installation.) 88171.7 - - 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 "J" part numbers for these sidelites, which have been stained or painted within six months of installation.) 310 x 8'0 "Impact' Opaque Fiberglass Single Door (X) - Inswing or Outswing Installation Instructions - 1 fL8871 Re II (b) L 8871,S.p-dt Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL8871 R8 AE -(W Fyal 8871.5.pAt Created by Independent Third Party: Yes 3'0 x 8'0 "Impact" Opaque Fiberglass Single Door with Sldelite (OX or XO) - Inswing or Outswing Installation Instructions FL8871 R8 If-(!21 InSt8871,6,Qd( Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Parry: Yes Evaluation Reports FI.@@71 R8 AE (l2)_f;Ys71_$$71.6..edf Created by Independent Third Party: Yes 3'0 x 8'0 "Impact' Opaque Fiberglass Single Sidelites (OXO) - tnswing or Outswing Installation Instructions FI,8871 RB I.LW Inst 8871.7,pd(' Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL8871 118 AE (b)Eyal 8A?J_,7.pdf Created by Independent Third Party: Yes 8871,a I h. "FiberClassic". "SmoothStar", 6'0 x 8'0 "Impact" Opaque Fiberglass Double Door (XX) - ClassicCraft" or "ClassicCraft Inswing or Outswing Rustic" Series v _ r ... --. _--- - • -- Limits of Use Installation Instructions Approved for use in HVHZ: Yes? R [I_(hELO) Lnst 8871.8.pdt Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant., Yes I Created by Independent.Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.8 for Design Pressure Ratings by F M71 R8 AE_(b) Eval 887] 8 pdj specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. 8871. 9 1. "FiberClassic", "SmoothStar", 6'0 x 8'0 "Impact" Opaque Fiberglass Double Door with I " ClassicCraft" or "ClassicCraft Sidelites (OXXO) - Inswing or Outswing Rustic" Series Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R6 II (-b) Inst 8871.9.gdf Approved for use outside HVHZ: Yes I Verified By: Lyndon F. Schmidt, P.E. 43409 i Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.9 for Design Pressure Ratings by F 871 RS_AE (bl Eval 8871.9.g ff specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation Instructions. (For FiberClassic and SmoothStar sidelites, this product approval requires the use of " J" part numbers for these sidelites, which have been stained or painted within six months of installation.) Fa. 7ck Ne.! 3 of 4 4/I 5/2018, 4:50 PM Florida Building Code Online https://www.noridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVX... intact 113 :: 2601 Bolr Stone Road Talahassee lit W.I Phone: f150,992._1M The State of Forlda Is an AAJEeD employer. Copy ht 2007-2013 Slate of Florida.:: gti v! Statement :: AcCeSiaRty Statement :: Refund Statement Under Florida low, email addresses are public records. If you do not want your e•mal address released In response to a pub0c•rec0rds request. do not send electronic mail to this entity. Instead, Contact the office by phone or by tradtbnal mat U you have any questions, please contact BS0.487.139S. -Pursuant to Section 4SS.275(1), Florida Statutes, effective October 1, 2012. licensees k*nsed under Chapter 4SS, F.S. must provide the Department with an emal address f they have one. The entails provided may be used for ofreol communication with the Ikensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an emal address which can be made available to the public To determine f you are a licensee under Chapter 4SS, F.S., please Me DG[C-. Product Approval Accepts: LISM w O Credit Card Safe 4 or4 4/15/2018, 4:50 PM THERMAITRU 0 THERMA TRU DOORS 1 1 8 INDUSTRIAL DR.. EDGERTON. OH 4351 i SMOOTH STAR &L FIBER CLASSIC FIBERGLASS SINGLE "IMPACT" DOOR w/ "NON=IMPACT" SIDELITE INSWING / OUTS WING G94E8AL NOTES I. This product has been evaluated and is in compliance with the 61h Elton (2017) Florida Buldtrtp Code (FBC) structural rernmements IndxNug the 41gh Velocity Hurricane tone" (HVHZJ. 2. Product anchors shd be as listed and spaced as shown on dotok Anchor embedment to base material shall be beyond wall dressing Of stucco. I When used in the WMr the opaque door complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. The naHrnpad ddelte must be protected with an Impact resMont covering complying with Section 162A of the FBC. 4. when used In areas outside of the vmr requiring wind looms debris pratedon. the opaque door complies with FBC Sections 1609.12 a R301.2.12 and does not require an Impact resistant eovaMg. The opaque door meets missile level D' and Includes Wind tone 4 as defined In ASIM E 1996 and FBC Sectiom 1609.1.2.2 d RWI.2.111. The non%npoct sldelites must be proteded with an impact resistant cove ft complying whit FBC Seclbm 1609.116 R3012A 2 I For 2x stud homing constructiom onchainB of these units dog be the some as that shown for 2x tuck masonry Construction. 6. Site condtiiors that devlole Imm the detals of this drawing requutro further engineering analysis by a fic reed engineer or registered architect. 7. Autswhii configurations using coastal se gem R4 under acllve doom. and Of sk used under the WOOL meet water Infiltration requirements for i1VHr. 8 inswing configurations and outw4ng confrgumfiom using sit Ilem 05 under the door do not meet the waterinlBtrallonrequirementsforthe'HVHr and shol be Installed only in non habitable areas or of habitable locaf m; protected by an overhang or canopy such that the angle between the edge of canopy or overhang to till is less than 45 degrees. TABlE OF CONfENfS SHEET it I DESCRIPTION 1 17ypicalelevations. n premm 6 general notes 2 Dom nonell detab (Smooth Star 3 Ibis panel detab Met dosfie 4 Sldetite el defah S Hodlo td class swim d Vertical cross sections 7 Verticd dos sections g Bud and home anchoring - 2X buck mas0nrY comtrudksn 9 Frome anchoring- IX buck mosonry, construction 10 Components It ' detals I 1 girl of Materials 5475 MAX. O.A. FRAME WIDTH 37.7S' MAX. 1SST MAX. PRAME WIDTH FRAME WIDTH 13J5'MNL PANELNEI.MWIDDTHPANEL WIDTH i = O f O Nw r. n tS i i rrre r•ttsl 1 i4m r jW cies) OVERALL DESIGN;PRESSURf?,(PSF) DOOR TYPE , SWING .: FRAME DIMENSION.. POSmVE7 NEGATIVE INSWING S4.75' x 98.00' 60.0 60.0 SMOOTH OUTSWiNG 54.75' x %.So' 65.0 65.0 STARINSWING 54.75' x 98.00' 60.0 60.0 FIBER OUTSWING 64.7S• x 96.S0• 6S.0 6S.0 CLASSICSee Sheet t0 for dOW pressue anrarrna. ON0010F oo_ e 2 0 L. N.T.S. er OWS Ccerr LFSBwee rm.: ri FL- 8871.E n m Las 1 L DETAIL A -A J 40 yT DETAIL A -A Panel n*dcrcement c I iryllfJfl INTERIOR 1 HOMONTAL CROSS SECAON 2 EXTERIOR INTERIOR 2 VERTICAL CROSS SECTION 2 eo O F OP Illy N W n 77 LLC ANOMINE m e r.Pp oo_ ai 05 22 08 z e N.T.S. i er. DWS • err LfS 3 mo nog: a Pt-6671.6 00 7 2 or I1 0" 64 67 61 66 67 6T EXTERIOR INTERIOR 1 HORRONTAL CROSS SECTION 3 L- DETA L A -A J R Fmet clank pEfAlf A -A Ponet rehfaieenfent I llli iIN 5no lll• L EXTERIOR INTERIOR 2 VEMCAL CROSS SECTION 3 AMMINE N e u OS 2 D8 a N.T.S. 5 en DWS c on LFS ; on Ma, a m FL-8871.E c m 3 or 11 n 13.15 MAX. PANEL WmIH d P SI PA r Lsr it P 7 7t saeus 1 1.16 r-- n slaoLl T RO RAIL to P MAX. D.L. IJnEit10R J INTERIOR ` Y 1 HORMONAL CROSS SECTION 4 ICksk =It s Rmic) i MAX. D.0 Df1 wk v INTERIOR 2 HOMONTAL CROSS SECTION V I. aasfc) 1'MA%. Dli EXTERIOR Rnu" 3 HORIiONTAL CROSS SECTION 4 (smoo h sloq 0(IERIOR MIERIOR EXTERIOR MIEMOR LXIWOR i 0 c MTERIOR 4 VERTICAL CROSS SECTION 5 VERTICAL CROSS SECTION 6 VERTICAL CROSS SECTION 4 ICbsslc cant a vatic) 4 (R. ebssb) 4 P..th It.) Ana—Z 05 22 D8 = N.T.S. et: D1Y5 e e+ LPS 3 0 FL-8871.8 °o tr or 1 n s, Sk 1-1/4'AUN. EMB.ITYP.1 1 HORIZONTAL CROSS SEC ON S D.. applOved a 4 HORIZONTAL CROSS SECTION S Stwwnw/lxsub•buck 2 HORIIONTAL CROSS SECTION ll 5 outswl+as tl -duwing 3 HORIZONTAL CROSS SECTION gmp9sfltln-Inwing gin ion011i/ •, QQQt J Op V A b p z Y F.1rip 1.1 /P mN. Be. IIYPJ t N.LS. MI. DWS tm LM ra FL-8871.6 n 5 or 11 EXTERIOR m" jjWTERIOK t11 VEIMCAL CROSS SECTION EXTERIOR 1 61g INTERIOR 1 EXTERIOR f ' INTEROR 2 VERRCAL CROSS SECTION 6, j Shown wnx tub4xx c DRERIOR INTERIOR n INTERIOR o 0 TO EE N. sp sp 3 VERTICAL CROSS SECTON m Ga 6 outr* erol a shoot l INTERIOR EXTERIOR 9 c Tee p roies sheen far iViff water idihatbi mmmmilp MN 05 22 08 = a N.T.S. 3 n OWS s er LFS ; mo NW a m FL- 8871.6 0° T SL. o 1L p M 9 B oV EXTERIOR INTERIOR T VERncAL CROSS SEC110N 7 okoappro- NawinD d 4 EXTERIOR INTERIOR 70 y 6 M T i E i 2 o ' 4 VEIMCAL CROSS SECTION 7 bok" con`gurcmon EXTERIOR -11— MTERIOR 2 VERMAL CROSS SECTON 7 S3.. /Ix k h k EXTERIOR INTERIOR S VEMCAL CROSS SECTION 7 ft-+e 6w I E r•' 25 rI '''• • `` j O m g? RIOf%i .•• %o n 10 iINTERIOR nr u u N •: c; M V ti nn`I 5 70 RZ E V) V W 3 VEIMCAL CROSS SECTION ' 7 Oulswin8tOn8gu Otb^ I a MTERIOR EXTERIOR 6 VER11CAL CROSS SECTION 7 0.." con6 —l- n N m I OO Nr 1 u 05 22 08 = t N.T.S. '• 5 Be DWS m m: tFS ; 00 rm.: m FL-8871.6 c0 a 7 OF It . n. lu _ ir__ II T a DII TYP. HEAD &IIMASONRY7 JAMBSOPENING MULLION FOR LY q0 20vx( BUCK g 0 II it 1. = ANCHOR NOTM ConCr9f7a0nCh0f 1000OOM Of Me cornea may be adjWled to 0101ftkli" the fy* edge cWarwS 10 MW0rPhWL 2 Concrete anchor locaffans noted as MAX. ON CENW nwAl be Ockuted to maintain the min. edge dOonce to mart-)ohn. odd donol concrete =ha" May be wqL*ed to eng" nw'#AAX ON CENTW dby—sbn are not &WOedec 3. Concrete anchor table: J W. HEAD & MASONRY OPENING JAMBS 0 mg FRAME-/ L 7yp. 2X BUCK MULLION I F TYP. SILL LAI TYP. SILL HINGE JAMB ANC!!kWG SRJAMB V= cmM2X wa cwftctbn 2ANCHOR MIN CLEARANCE TyPC,. EMBEDDMENr- AMC lTw r 41 TAPCONO ELCO C ULTRACO me WOOD SCREW Maintain a minimum bVSTAL1AnON 5N NOTES edge = Owe. 1* am Catonce. A I* oc. spochv 01 wood screws to prevent the SpMg of wood. MGEI* TAIL IATCH A DWBMT DETAIL Sd r! ki 0 If yyz 0 Y Z* cow of M111. fzl 91. 1-1919111 1; i sfnN- 05122kO8 o WT.& DWS • sp LFS FL- 8871.6 ff a or if o r THIS ANCHOR READ ONLY WHEN DP > 60.0 PSF i rn TYP. HEAD a N JAMBS MASONRY LOPENING ME w IX BUCK IEq 5 TYP. SILL HINGEJAMB CONCRETE ANCHOR NOTE: I tAME ANCHORING 1. Concrete anchor locations at Me comers may be adjusted to maintain the min. Namny IX Duck consUvctbn edge distance to mortar joints. 2. Concrete anchor locatons noted os MAX. ON CEI4W must be adjusted to maintain the min. edge dktonce to mortar joints, oddiBonal concrete anchors may be required to ensure the MAX. ON CENTEi2" dimension are not exceeded. 3 Concrete anchor fade: ANCHOR MIH MIN:LLEAR!NCE. MIN CLEARANCE: ANCHOR i0 MASDNRV . i0 ADJAC EM .;, Tl'PE='": iii SRE EMBEDMENT EDGE.....:: ANCHOR...•' ITW TAPCON• WOOD SCREW INVALLATTON NOTES: 1. Molntain o mhhwm Wedge dafonce. I- and dlstonee, d 1" o.c. spoclV of wood screws to prevent the spilling of wood. I it O 7 MULLION TYP. SILL SMKE JAMB LATCH i IHAD80D DETAIL HINGE DETAIL X C. a 1111 12 E m N C and o 91915151 1 11 Env e nN•- u° 05 22 08 i e N.T.S. ° er DWS m' er LFS i roc wa: ` FL-8871.E c R 9 or t T L LST r lL oeD oul+e mow:e WING Spcear I fT GLASS 3/4- M. BBE 1 I F— GLASS I Ar TEMP. t3— AIR SPACE 1/8" TEMP. SWIGGLE GLAZING 24 SPACER GIALNG DET IL GL y'irei4areaelas\ SJS 2 truw4f0 nude Ins GLASS G1 G ONG I 0 r O MlW6 fBIFOdJuO t tD MAX. DESIGN PRESSURE = +/ 50 PSF I' THK. GLASS 1 /8" TEMP. AIR SPACE I1W TEMP. GLAZING 9 8 D SIDE00 7/IC GLASS BITE GAG 1/lIlm4ate0glms 1 /T THK. GLASS I /8' TEMP. AIR SPACE 1 ff TEMP. 2S STEEL INTERCEPT SPACER f m 1\1 8 a •: n_ q o ii eE Zm U 8 og S ;W a yW ail a n ft uws LFS arm 0- FL-8871.8 f0 or 1' Florida.Building Code Online https://www. floridabu i id ing.org/pr/pr_app_dti.aspx?param=wG GV X... S I 14 RegulationBusiness & Professional r r m eCIS Home I Log In I user Registration I Hot Topks 1 Submit Svdrarge Scats It Facts ! Pubkations FBC sun I aele Ste Map units search raI Product Approval uses: what user Vie= y rw P.rodvGlcariyal Menu > eEWu ter A•dcjJon.Sean h > AppVA PILLM > Appa®tion Detail FL # F1.15332-114 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlinger@miwd.com Brent Sitlinger bsitlingerOmiwd.com Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Luis Roberto Lomas the Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Steven M. Urlch, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code fL15332 R4 COI—F-L.COJaPA Standard AAMA/WDMA/CSA 101/l.S.2/A440 Year 2008 I of 3 4/15/2018, 5:08 PM Florida Building Code Online https://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wG EVX... Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 15332.1 — Model, Number or Name Method 1 Option D 08/11/2017 08/13/2017 08/15/2017 10/10/2017 I SERIES 420 ALUMINUM SGD Limits of Use Approved for use in HVH2: No Approved for use outside HVH2: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS 15332.2 1 SERIES 420 ALUMINUM SGD Limits of Use Approved for use in HVH2: No Approved for use outside HVH2: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS 115332.3 1 SERIES 420 ALUMINUM SGD REINFORCED — - - - Limits of Use Approved for --use in HVHZ: No Approved for use outside HVH2: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS 15332.4 SERIES 420 ALUMINUM SGD REINFORCED Limits of Use Approved for use in HVH2: No Approved for use outside 14VH2: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS 115332.5 SERIES 420 ALUMINUM SGO REINFORCEO Limits of Use Approved for use in HVH2: No Approved for use outside HVH2: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS 15332.6 SERIES 420 REINFORCED ALUMINUM SGD Limits of Use Approved for use in HVH2: No Approved for use outside HVH2: Yes Impact Resistant: No SERIES 420 ALUMINUM SGD OXO 145-3/4'x80" NON - REINFORCED Installation Instructions Verified By: Luis Roberto Lomas 62S14 Created by Independent Third Party: Yes Evaluation Reports FUS332 R4 AE 5108Q7D.g& Created by Independent Third Party: Yes SERIES 420 ALUMINUM SGD OX, XO, XX 96'x80' NON - REINFORCED Installation Instructions FLIS332A9_ L0fL.00498E.adf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FLIS332 R4 AE .510.805D.Rdf Created by Independent Third Party: Yes ---- SERIES 420 ALUMINUM SGD REINFORCED OXO 1 145-3/4'x96" Installation Instructions El10_3.zJ1AJL_Q8&2211Madt Verified By: Luis Roberto Lomas 62S14 Created by Independent Third Party: Yes Evaluation Reports EL15332R4 AE_5j26$Qadf Created by Independent Third Party: Yes SERIES 420 ALUMINUM SGO REINFORCED OX, XO, XX 96"x96" Installation Instructions EI,16332 4_IL4 Q2249 pslf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FLIS332 R4 AE 512969C;pdf Created by Independent Third Party: Yes SERIES 420 ALUMINUM SGD REINFORCED XXX 143"x96" Installation Instructions FL15332 R4 11 08-02250C.pd Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FLIS332 R4 AE 512970C.p4f Created by Independent Third Party: Yes, SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX 96"x96" -- —.— Installation Instructions Ei,W32 Rq II OB-00429_LQdf Verified By: Luis Roberto Lomas 62514 Created by independent Third Party: Yes 2 of 3 4/15/2018, 5:08 PM Florida Building Code Online https://www.tloridabuilding.org/pr/pr app_dtl.aspx?param=wGEVX... Design Pressure. N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R4 AE S10806D.pdf PRESSURE RATINGS Created by Independent Third Party: Yes ir- SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96'~ 1S332.7 SERIES 420 REINFORCED ALUMINUM SGO y _ _ Limits of Use Installation Instructions Approved for use In HVHZ: No FL1S33.2_R4 lI Q6-005Q1E.pdf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No I Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL1S332 R4 AE1OQQ0Q90i PRESSURE RATINGS 1 Created by Independent Third Party _Yes v_- - - 15332.0 SERIES 430/440 ALUMINUM SGD SERIES 430/440 ALUMINUM SGO XXX 143"x80' NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FI1.$332 R4 I,L_0QQQ5p.2E,12df 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 ELIS332_R4 AE_510_8090.00 PRESSURE RATINGS Created by Independent Third Party: Yes 15332.9+ SERIES 430/440 REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGO XXX ALUMINUM SGD 143"x96" of Use I Installation Instructions fILimitsApprovedforuseinHVHZ: No Eu5.3ILQ@=9Q5Q1Fipdf 1 Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 1 j Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports FL15332 R4 AE_S10g100.Cdf PRESSURE RATINGS _ Created by Independent Third Party: Yes aade INat Contact Us:: 260t Blak,-AQn, Road. Tbbhassee FL 32399 Phorc: es0-4p7.ka2-4 The State of Florida is an AA/eEO empbyer. CppydgjjL2Q07-20111 State* of'_F_lodgii.:: Privacy Statemam :: Ac`^'tibilty Statern :: B9.IIIgd_% atMq_r_t Under Flot a law, emal addresses are public records. Q you do not want your a-mal address released In response to a public-reaoros request do not send electront Mal to this entity. Instead, contact the bike by phone or by traditional mat 9 you have any questions, please Contact aS0.467.139S. "Pursuant to Section 4SS.27S( 1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an emal address If they have one. The smalls provided may be used foroff c al communication with the licensee. However emal addresses are public record. Y you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine I you are a IunnBee under Chapter 4SS, F. S., phase dick b L. Product Approval Accepts: Credit Card Safe 3 of 3 4/15/2018, 5:08 PM NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL- EXTRUDED ALUMINUM 6063—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. B. SHIM AS REOUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16' OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4'. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EOU.4L OR GREATER THAN 1.0 DO NOT REOUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT. 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE 110 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8' MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16' TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12.FOR ANCHORING INTO METAL STRUCTURE USE /10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A WOOD — MINIMUM SPECIFIC GRAVITY OF Ga0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. 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 TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 ELEVATION 3 — 9 INSTALLATION DETAILS REV610Ni LIESOPIPMN oat APPRDVCO ADDED CHARTS 03/06/12 R.L. REVISED PER NEW TESTING 10/15/13 R.L. ADDED FLANGE INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS OB/05/15 R.L. REVISED INSTALLATION DETAILS 06/22/17 R.L. SIGNED: 062212017 MI WINDOWSANDLLC S 1R I ILlO W STREET650WESTGRATZ. PA 17030 c-ENSF.s Mr0y 6u . SERIES 430/440 XIX SOD 143" x 96" REINFORCED ov= NOTES 10• , TAT OF i O . — PFS:°OR10P LIRRMN: LnwRI. Itd F.A. 08—ODS03 E WA" Lu1c 02/23/09 l9w 1 OF 9 NTS LuisR. Lomas P.E. L ROBERTOLOWSAF14MWOODFORD RD LEWLSVLLL& NC 2M cu-60- 06I10 Iftewowwomm.mm FL No.: 62514 143' MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART #3 FOR NUMBER OF LOCATIONS 17" REOUIRED MAX 6, MAX 6- MAX I D.C. r I 6- MAX L 17' MAX O.C. 96' MAX FRAME HEIGHT L 6' MAX X C* I C* SERIES 430/440 X1X SGD EXTERIOR VIEW DESIGN PRESSURE RATINO IMPACT RAT/A/G t40.OPSF NONE SEE CHARTS 0 f AND 92 FOR OTHER UNITS RATINGS NOTES: T. MAXIMUM PANEL SIZE: 48 f1rx W 2. MAXIMUM D.L.D.: 44 3r4'x 90 S,8' MOUNTED HANDLE SET (99-04.145) AT 37 3/4' ON CENTER FROM PANEL BOTTOM d.LIC TANDEM ROLLERS (99.17.196) AT EACH END OF PANEL BOTTOM RAILS 1M 8063-TO REINFORCEMENT {68an AT ALL PANEL INTERLOCKS JM 608:1.7S REINFORCEMENT (42371 INTERLOCK ADAPTOR AT INTERIOR FACE OF OPEIkABLE PANEL INTERLOCK RrAs is Atv ocseAvttDN A ADDED CHARTS B REVISED PER NEW TESTING C ADDED FLANGE INSTALLATIONS D REVISED INSTALLATION DETAP-S CHART tlt E REVISED INSTALLATION DETAILS WHERE WATER INF27RAT10N RESISTANCE IS REQUIRED SEE NOTE 9 SHEET I Design presume chart (ps) Sho Panel and Twal France IMBOI in) Fn1ts Height70.0 1 38.0 1 420 1 47.7 IOROD 120.00 14100 Pa Nag Pos Areg Pes Nap Poe Nag d4.0 40.0 BD.O 40.0 57.9 40.0 52.0 40.0 46.0 80.0 40.0 60.0 40.0 54.6 40.0 40.9 a 45.0 920 40.0 1 59.8 40.0 1 51.7 1 40.0 1 48.1 1 40.0 42.3 90.0 40.0 1 56.8 40.0 1 49.0 1 40.0 1 43.7 1 40.0 1 40.0 CHART 92 WHERE WATER INFILIRA TIDN RESISTANCE IS NOT REOUIRED SEE NOTE 9 SHEET 1 Design pr i scum Chart (p4 Ski* Panel and Total Ran W?1f (h) Frame Frarnam0 30.0 42D 47.7 in) 90. 00 100.00 120.00 1 143.00 Pa I Nag Pot I Nag Poa Nag P08 I Nap 11. 0 60.0 60.0 57.9 S .9 52D 520 46.D 48.0 I8. 0 80.0 80.0 54.6 54,8 489 46.9 45.0 45.0 92. 0 59.8 59.8 51.7 Sf.7 W.,40.f 42.3 42.3 I8. 0 56.6 58.8 49.0 49.0 43.7 43.7 40.0 a0.0 CHART Ili Number of anchor locations required Panel and Total Freud WOIn (h) 3& 0 420 47.70.0108.0 12LO I Jamb HAS Jamb N&S Jamb HdS Jamb P3,0. 0Baps 8 7 6 B 6 0T 6B T 6 6 6 9 6 7 6 6 6 9 6 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SCD 143" x 96" REINFORCED ELEVATIONS DRAW owc 140. F, A. 08-00503 su4a NTS JOATE 02/23/09 Ishw2 OF 9 L RC RTO LOUA.S P.E 1432 V000ORM AD tEVASVLLE. NC 27023 431. 699-0fFOo ps.am DATE APPrtMD 03/ 06/12 R.L 10/ 15/13 R.L. 12/ D6/13 R.L. 08/ 05/15 R.L. 05/ 22/17 R.L SIGNED: 0912WO17 0 CEN9'' 9i11 P TTATO ;` Luis R. Lomas P.E. FL No.: 62514 1/2' MIN. EDGE DISTANCE 1 3/8' MIN. WOOD FRAMING EMBEDMENT OR 2X BUCK j BY OTHERS 1/4' MAX. SHIM SPACE 10 WOOD SCREW d10 WOOD SCREW WOOD FRAMING OR 2K BUCK BY OTHERS EXTERIOR II II 11 11 11 11 INTERIOR LYVC VI 1/VYIrC VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES., 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARIM 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 3/8" MIN. EMBEDMENT 1_ 1/2" MIN. EDGE DISTANCE AID WOOD SCREW BE SET IN F APPROVED MIN. AENT WOOD FRAMING OR 2X BUCK BY OTHERS 1/4" MAX. SHIM SPACE RFYISIDIK LV pLSLIppMN DATE APPRDVED A ADDED CKVM 113/06/12 R.L 9 REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L D REVISED INSTALLATION DETAILS OB/DS/15 R.L E REVISED WMALIAMON DETAILS 06/22/17 R.L JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/440 XIX SGD 143' x 96" REINFORCED FRAME INSTALLATION DETAILS Dwmrc DRD NO. 08-00503 seuE NTS JDAW 02/23/09 ssn 3 OF 9 L RWERIV LOWS RE 1t12 M)ODFORD RD LEWISVILLE, NC 27023 4N-686-0m lomstps.cco SIGNED. 062212017 GENa LP p4.TATRF i'OAP•'c[D 1DP• R Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 1/2' MIN. EDGE DISTANCE 1/4' MAX. A r SHIM SPACE 110 SMS OR SELF DRILLING SCREW 1 1/2' MIN. EDGE DISTANCE I EXTERIOR I I I 1 11 11 11 11 INTERIOR p 10 SMS OR SELF DRILLING SCREWS TO BE SET IN LED OF APPROVED LANT 010 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES., 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARRY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED INACCORDANCE K ITHASTM E2112 METAL STRUCTURE BY OTHERS 1 /4' MAX. 1...1. mart EXTERIOR Kv o15CMPMU WE wPROWO A ADDED CIARIS 03/08/12 R.L 8 REVISED PER NEW TESTING 10/15/13 R.L C ADDED FIANCE INSTALLATIONS 12/06/13 R.L. D REVISED WSTALLAMON DETALS 08/05/15 R.L. E REVISED INSTALLATION DETAO S 06/22/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGD 143' x 96' REINFORCED FRAME INSTALLATION DETAILS WAW. mrc eD. F.A. 08-00503 WA L NTS Imm 02/23/09 SMEn 4 OF 9 L. ROBERTOLOM4S P.E. SJW VA=FCJW RD LEMSVILLE, AC 2nW cw4w4 69 cm SIGNED. 0&22/2017 S IIt.. L 0 0//,/ CENSFq`I'% 0 6 pE OF 4OFip :clOR10P i`r'ONA 11J NINN Luis R. Lomas P.E. FL No.: 62514 CONCRETE/ MASONRY BY OTHERS OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16' TAPCON MASONRY/ CONCRETE BY OTHERS 1 1/2' MIN. I' MIN. SEPARATION EDGE DISTANCE a •' •!' • 1 1/4' MIN. a EMBEDMENT 1/4' MAX. SHIM SPACE 3/16' TAPCON EXTERIOR crnivAnvn VERTICAL CROSS SECTION CONCRETE40ASONRY INSTALLATION INTERIOR 1 1/4' MIN. EMBEDMENT MIN. EDGE a DISTANCE.' I 4mtnss uLMe MIN. SEPARATION e ' ' •. 3/16' TAPCON SILL TO BE SET IN A BED OF APPROVED ' SEALAM CONCRETE/MASONRY BY OTHERS T 1 1/4' MIN. EMBEDMENT 1' MIN. EDGE DISTANCE r 1 /4' MAX. SHIM SPACE INTERIOR IMMIC is Iv I DESCRFION DVE APFROViD A I ADDED C1WiTS 03/D6/12 R.L B REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTNIATIDNS 12/06/13 R.L D REVISED INSTALLATION DETAILS 08/05/15 R.L E REVISED INSTALLATION DETAILS 06/22/17 R.L EXTERIOR ri Aim JAMS INSTALLATION DETAIL OPTIONAL 1X BUCK COWAETE*"SONRYWSTALLA770N TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY. Z PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH AS TM E2112 SIGNED: 06/22/2017 MI WINDOWS AND DOORS LLC 511R pii,,/ 650 WEST RATZ. PAX 030ET RE ET ` y . ,`G F. NR, . P SERIES 430/440 XIX SGD _ *• o 143' x 96' REINFORCED FRAME INSTALLATION DETAILS : o'•, SSSSTATEE OF r<,` sort arc No. uv F.A. 08-00503 E 02 NTS — 02/23/09 —5 OF 9 L. R09ERTO LOMAS P.E. Lul6 R. Lomas P.E. 1432 MOODKWO RD LEWISYILLE NC 2Mn FL No.: 62514 434 611BOIL09 c DOD FRAMING OR 2X BUCK BY OTHERS 110 WOOD SCREW 1/2- MIN. EDGE DISTANCE 1 3/8' MIN. EMB MENT 1/4X. MA' SHIM SPACE EXTERIOR II II II II II II INTERIOR 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK IVSTAU.ATM NOTES: 1. INTERM AND EXTERIOR FWISHES BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERBAETER AND JOWTSEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WITH AS TME2112 SILL TO BE SET IN A BED OF APPROVED SEALANT 1 3/8- MIN. EMBEDMENT 1 3/8' MIN. EMBEDMENT 7- 1/2• MIN. EDGE DISTANCE 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS I 1/4' MAX. I SHIM SPACE Nfl, macmPlow M1E I ,WPIIOAD A ADDED CKAMS 03/06/12 R.L B REVISED PER NEW TESTING 10/13/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSIAUATXIN DETAILS 08/05/15 R.L E REVISED INSTALLATION DETAILS 06/22/17 R.L. JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BtICK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS DROM Oro Nw F,A, 08—OD503 slue NTS °"'E 02/23/09 —6 OF 9 1. )l0WRW LCWAS P.E u72 n=DFORD RD LEWLSVU4 NC 27M 436,604M Abnse® -WM SIGNED: 06/22/2017 N ILl 96ENSh.,d+ QTA tvz 0 Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1/2• MIN. EDGE DLSTANCE r 1/4• MAX. SHIM SPACE I OR 1/2" LUNG MIN. EDGE DISTANCE 1 — 10 SMS OR SELF DRILLING SCREWS L TO BE SET IN 3ED OF DROVED SEALANT METAL STRUCTURE BY OTHERS 1/2• MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE WSTAa ATION NOTES. I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOfNT SEALANT BY OTHERS TO BE DESIGNED IN ACCOR04NCE WITH ASTM E2112 1/4• MAX. rSHIM SPACE m9goms OEStRPMM DALE APPPOL4'D A ADDED CWJM 03/06/12 R.Lrwr0REVISEDPERNEWTESTING10/15/13 R.L. C ADDED FLANGE WSTAUATIONS 12/05/13 R.L. 0 REVISED INSTALLA7ION DETAILS 03/05/15 R.L. E REVISED INSTALLATION DETAILS 05/22/17 ILL JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 06122/2017 MI WINDOWS AND DOORS LLC 001111110,,,/ 650 GWESTRATZ, MPAK17030REET v •`` E NS 4J9s' t• 0 5SERIES430/440 XIX SGD 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS p E OF iFS:c[ORtOPI1VGrDRLvaawlc 08— 03 E ijS ONA11E F.A. Luis R. Lomos P.E. oA1- NTS 02/23/09 7 OF 9 L. ROBERTO LOM4S RL A2 Nt000FVRORDLE*%MLE:AC2=3 FL No.: 62514 dN4189-060 s Dyn 1 1/2- MIN. 1' MIN. CONCRETE/ SEPARATION EDGE DISTANCE MASONRY BY OTHERS 1 1/4' MIN. 4. EMBEDMENT OPTIONAL 1X BUCK TO BE PROPERLY 1/4• MAX. SECURED SHIM SPACE E NOTE 3 SHEET 1 3/ 16" TAPCON EXTERIOR 3/16' TAPCON —\ INTERIOR 1 1/4" MIN. 1/4" MAX. EMBEDMENT SHIM SPACE 1MIN. ° EDGE DISTANCE ' 3• MIN. SEPARATION ° 3/ 16• TAPCON SILL TO BE SET IN A BED OF APPROVED ' SEALANT CONCRETE/ MASONRY BY OTHERS CONCRETE/ BY OTHERS 1 1/4- MIN. EMBEDMENT 2 7/8" MIN. 1" MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE, MASONRY INSTALLATION INTERIOR EXTERIOR OPTIONAL 1 X BUCK TO 6E PROPERLY SECURED SEE NOTE 3 SHEET 1 RLYl90ws RN DESCRVMN DUE API`RDYED A ADDED Cw1RTS 03/06/12 R.L. 9 RrASED PER NEW TESTING 10/13/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 JILL E REVISED INSTALLATION DETAILS 06/22/17 I R.L. J JAMB INSTALLATION DETAIL CONCRETE/ WISONRY 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 MTNASTM E2112 SIGNED: 08/222017 MI WINDOWS AND DOORS LLC L It0'',., 650 WEST MARKET STREET GRATZ, PA 1703D x\\ 5 J, • • • . 4f,yGEN'q'+% W SERIES 430/440 XIX SGD 143' 96' REINFORCED TAT O FLANGEINSTALLATIONDETAILSf o , O DRAM E Z G S0NAE\`DIDOR111A. 08-00503 NTS DATE 02/23/09 1 SHER 8 OF 9 Luis R. Lomas P.E. LROBERTOLOWSP.E. 141V YMMU I1D RD LE117SVILLE. NC 2,'M 43•• 6e!4M Abros9bRsms00.0m FL No.: 62514 1 5/8- MIN. EDGE DIST. TRIM INTERIOR MASONRY/CONCRETE BY OTHERS HOOK STRIP 1 1/4' MIN. EMBEDMENT r 1X BUCK BY OTHERS. 1X BUCK TO BE PROPERLY SECURED VL 3/16- EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION M4SONRY,0ONCRETE METAL STRUCTURE BY OTHERS TRIM —,, INTERIOR HOOK STRIP --' FIVISVIS ALv DESCRrMN WE APOF09ED A ADDED CNALRTS 03/06/12 R.L. B REVISED PER NEW TESTING 1D/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L D REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 05/22/17 R.L. 1/2- MIN. EDGE DISTANCE 110 SELF DRILLING SCREW PANEL 1 2- MIN' EXTERIOR INTERLOCK EDGE DISTANCE HOOK STRIP INSTALLATION METAL STRUCTURE INTERIOR TRIM 1 3/8' MIN. EMBEDMENT HOOK STRIP 010 WOOD SCREW EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION 2X BUCWWOOD FRAMING NOTES: I. WTERIOR AND EXTERIOR FINISHES. BY OTHERS NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTI11 E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/"0 XIX SGD 143' x 96' REINFORCED HOOK INSTALLATION DETAILS DRAMA: pro ND. F.A. 08-00503 soot NTS °At 02/23/D9 glEO 9 OF 9 L ROBERTDLOIKSP.E. Iq7 WDDDFCM RD LEW/SWD, c NC 27= cm SIGNED. 06d=017 IL Orb'/ r,•vVGENS 91yI i% o TTAAT Ev 4F (ORIOP • SS ONA ii G` Luis R. Lomas P.E. FL No.: 62514 Florida Building Code Online haps://www.floridabuilding.org/pr/pr app_dtl.aspx?param=vGEVX... L Business & Professional Regulation SCIS Home I W N 1 User Replstraton { Hat Ibplrs { Submt Surcharge stets 8 facts I Ptd*atorta { FBC Start { SC6 Site Map Links { Search { FI Ma y r Go USER: uub Approval USER: Pubk User @Qducr Ae MMI Many > Pmdutt or Aooreetlon Search :, AppimWpj at a Appa®tbn Dotal FL # FLIS279-RS Application Type Revision Code Version 2017 Application Status Approved Comments reapply 11/28/17 Archived Product Manufacturer Clopay Building Products Company Address/Phone/Emall 8585 Duke Blvd. Mason. OH 4SO40 513)770-6062 mwesterfleld@dopay.com Authorized Signature Scott Hamilton shamilton@clopay.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Intertek Testing Services NA, Inc. Validated By Gary Pfuehler Validation Checklist - Hardcopy Received Referenced Standard and year (of Standard) Standard Ysra1: ANSI/OASMA 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 FLi5279 RS Equly 20170809 - FBC - DASMA 108 equlv.pdf FLIS279 RS Eauly 1-0170809 - FBC - DASMA I15 equlv.pdf 1 of 7 4/ 15/2018, 5:17 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVX... Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Go to Page 10 FL' f J Method 1 Option A 08/10/2017 11/29/2017 12/05/2017 Model, Number or Name Description + 1S279.1 001 W3-09 DSIE-1A171: 2050, 20S1, 2053, 40S0, 40S1, 4053, 62, 64, 65, 62G, 62LG, 64G, SOP38, SFL38, SRP38, 134, 135, 136, 16130, 6131, 6133N - - _- 0 0 Page 1/ 8 0 0 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.; Interior skin 29 ga. min.) Single -Car (up to 9'0" wide) WINDCOOE® W3 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVH2: NO FLIS279 RS C CAC Letter_fth proof of contract and oroof Approved for use outside HVH2: Yes gfM5neaIQ9.P4f Impact Resistant: N/A FLIS279 R5 C CAC_W3_U5t!ng_Lr1Ier.tck.pdf Design Pressure: +20 PSF/-20 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product OS/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for fL1MILUL-1I 101655-Revl2.odf windbome debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 15279.2 002 W3-09 DSIE-1A471: GD1SP, Gallery/Artlstry/Expressions: 1-3/8" Double -skin Insulated GR1SP GD1LP, GR1LP, AR1SP, EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) ARIL.P, EDISP, ED1LP, 4132, 2132, Single -Car (up to 9'0" wide) WINDCODE® W3 Garage Door 6132, SFC38, MFC38 Limits of Use - - ^--- Certification Agency Certificate Approved for use in HVH2: No EL15272 RS C CAC Letter with proof of contract and gig( Approved for use outside HVH2: Yes 01jP_5QtrU9fLW Impact Resistant: N/A WS279 RS C CAC W3 Listing Intertek.o0f Design Pressure: +20 PSF/-21 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product OS/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the Impact resistant requirement for fL15279 11.5_11_103.252_f Y.0Lodf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the Impact resistant requirement for windborne Created by independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 15279.3 - 003 W3-09 OSIU-1A171: 9130, Double -skin Insulated PUR (exterior skin 27 ga. min.; 9131, 9133, HDP13, HOPF13, Interior skin 27 ga. min.) Single -Car (up to 9'0" wide) HDPL13, 7130, 71314 7133, 8130, WINDCODE® W3 Garage Door18131,8133 CLimits of Use Certification Agency Certificate Approved for use in HVH2: No FLIS279 R5 C CAC Letter with proof gf_pQntract Q.Od_proof Approved for use outside HVH2: Yes 9Llti5(S Si12.012F Impact Resistant: N/A FLL5279 RS C CAC W3 Listing Intertek pilf Design Pressure: +20 PSF/-20 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FLIS279 RS II 104175-9AyQ_1,R4f windbome debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 15279.4 004 W3-16 DSIE-LA171: 2050, 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.; 2051, 2053, 4050, 4051, 4053, 62, Interior skin 29 ga. min.) Double -Car (9'2' to 16'0" wide) 64, 65, 62G, 62LG, 64G, SOP38, WINDCODE® W3 Garage Door SFL38, SRP38, 134, 135, 136, 6130, 6131, 6133 2 of 7 4/15/2018, 5:17 PM Florida Building Code Online https:/hvww. fl oridabu i Id ing.org/pr/pr_app_dtl.aspx?param=wG E VX... I Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-21 PSF Other The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the Impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.5 005 W3-16 DSIE-1A471: GD1SP, GR1SP, GD1LP, GR1LP, AR1SP, AR1LP, ED1SP, EDILP, 4132, 2132, 6132, SFC38, MFC38 Limits ofUse Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-21 PSF Other. The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279. 6 006 W3-16 DSIU-1A171: MO, 9131, 9133, HDP13, HDPF13, HDPL13, 7130, 7131, 7133, 8130, 8131, 8133 Limits of Use - Approved for use in HVHZ: No Approved for use outside HVHZ, Yes Impact Resistant: N/A Design Pressure: +20 PSF/-21 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the Impact resistant requirement for windbome debris regions. The product without glazing DOES comply with the Impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279. 7 007 W3-16 PAN-217153: 73, 1500, 75, 190, 84A, 94, 42, 48, SS, 428, 48B, SSS, 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, HOG, HOGL, HDGF, 66, 66G, 67, 67G, 68, SP200, SF200, SE200, 6200, 6201, 6203 Limas of Use -- - - ---- --. Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +28 PSF/-29 PSF Other., The OPTIONAL glazing available for this product Certification Agency Certificate FLIS279 RS C CAC Letter with proof. of contractandproof 9Lnsee4up0.Wj FL15279 R5 C CAC W 3__Qstigg Intertek.pdf Quality Assurance Contract Expiration Date OS/21/ 2028 Installation Instructions FLIS279 R5 If 1QL620 v 3,Dd1 Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Gallery/Artistry/ Expressions: 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) Double -Car ( 9'2' up to 16'0" wide) WINDCODE® W3 Garage Door Certification Agency Certificate f1_15279 RS C CAC Letter with proof of contract an l_prpof of Inspection. pdf FLIS279 R5R5 C CAC W3 Listing Inlertek.odr Quality Assurance Contract Expiration Date 05/21/ 2028 Installation Instructions FLIS279 RS IL 104028-RevOl.pd 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.;v interior skin 27 ga. min.) Double -Car (9'2' to 16'0' wide) WINDCODE® W3 Garage Door Certification Agency Certificate a F 79 RAC CACtgtter with proof of r onttact and proor oUnspectton.01 FLIS279 RS C CAC W3 Listin In rr k.pdf Quality Assurance Contract Expiration Date OS121/2028 Installation Instructions Ft 15279 RSIt 104168-RevQ. Rc(f Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party:v Steel Pan ( min. 25 ga.) Double -Car (9'2" to 16'0' wide) WINDCODE® W3 Garage Door Certification Agency Certificate EL15Z)9__ 9S_L_.C6C La=gr with mgf gamttaciand proof of In5RecIion. p0f f-L15279 RS G CAC N13_Listinglntertek:pd.f Quality Assurance Contract Expiration Date 05/21/ 2028 Installation Instructions ; ELI_5?, 79R$1 Il101308-Re_v_l.pdf I 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) WINDCODES W4 Garage Door Certification Agency Certificate _ FL15279 R_ 5_C CAC_Letter withiroof.oj_corttract and_Rroof of inspe io1,pdf F11 z] S C CgCW4 Listlne 1AWA_._P& I Quality Assurance Contract Expiration Date - OS/21/ 2028 J 3 of 4/15/2018, 5:17 PM Florida Building Code Online https://www. floridabu i Id in g.org/pr/pr_app_dt l.aspx?param=wG E V X... meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for , FLl 279 RS II 10 6.53_e-R v12,Qdf windborne debris regions. The product without glazing DOES Verified By: Intertek'festing Services NA, Inc. comply with the impact resistant requirement for windborne I Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). I Evaluation Reports Created by Independent Third Party: 1 15279.9 1 009 W4-09 OSIE-1F471: G02SP, Gallery/Artistry/Expressions: 2" Double -skin Insulated EPS GR2SP, GD21-P, GR2LP, AR2SP, (exterior skin 27 ga. min.; interior skin 27 ga. min.) Single - AMP. ED2SP, ED2LP, 4302, HOGC, Car (up to 9'0" wide) WINDCODES W4 Garage Door 16202, SFC68, MFC68 Limits of Use i -4 Certification Agency Certificate - Approved for use In HVH2: No EL15279_95-C_r.9C-4git 1tti-oroot o(c nzrasLand_amoff Approved for use outside HVH2: Yes of insoectlon.gdf Impact Resistant, No fL15279 RS C CAC W9_U.Wng_IrurtgE.Pdf Design Pressure: +28 PSF/-29 PSF Quality Assurance Contract Expiration Date Other: The standard glazing available for this product OS/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for EL15.Z79_R5_I -jg;t962-B-ReY07.pdf windborne debris regions. Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: li Evaluation ReportsCreatedbyIndependent Third Party: 15279.10 010 W4-09 DS1U-11F171: 9200, Double -skin Insulated PUR (exterior skin 27 ga. min.; 9201, 9203, HDP20, HDPF20, interior skin 27 ga. min.) Single -Gar (up to 9'0" wide) HDPL20, 7200, 7201, 7203, 8200, WINDCODE® W4 Garage Door 8201, 8203 Limits of Use - Certification Agency Certificate -` Approved for use in HVH2: No &I527_9_f35 C-C9.C_LEttgr with -proof of contact r pr of Approved for use outside HVH2: Yes in ge tcion.pd Impact Resistant: N/A FLIS279 RS C CAC W4 Listing Intertek.adf Design Pressure: +28 PSF/-29 PSF Quality Assurance Contract Expiration Date 1 Other: The OPTIONAL glazing available for this product OS/21/2028 meets the wind load requirements of the building code but Installation Instructions I DOES NOT meet the impact resistant requirement for fL15279 RS III104 B3 RevOl.adf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports v_ -- Created by Independent Third Party: 15279.11 1011 W4-09 DSIUO-1K479: Canyon Double Skin Insulated PUR (exterior skin 27 ga. min.; Ridge/Brookstone Interior skin 27ga. min.) with Overlay Single -Car (up to 9'0' wide) WINDCODE® W4 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVH2: No FLIS279 95 C CAC LettgLwittLoro9CoLcantracurtd_pC40f. Approved for use outside HVH2: Yes 4finsoect[madt Impact Resistant: N/A FLI.527_9-R5-C-CAC W-4-U$Ung-Intertek.pdf. Design Pressure: +28 PSF/-29 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the Impact resistant requirement for f I .9 R5 It 104456-RevOt.odf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the Impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 15279.12 Y 012 W4-09 PAN-2FI.S1: 73, 1500, Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) - 75, 190, 84A, 94, 76, 42, 48, SS, WINDCODE® W4 Garage Door 428, 488, 55S, 4RST, 6RST, 4RSF, 6RSF, 211ST, GDSS, GDSSV, GRSS, GRSSV, ARSS, ARSSV, EOSS, EDSSV Limits of Use Certification Agency Certificate Approved for use in HVH2: No FLIS279 115 C CAC Letter with oroof of contract and oroof Approved for use outside HVH2: Yes I of inspection.odf Impact Resistant: No I FL15272 R5 C CAC W4 Listing InteRek.Rdf Design Pressure: +25 PSF/-32 PSF Quality Assurance Contract Expiration Date Other: The standard glazing available for this product 05/21/2028ImeetsthewindloadrequirementsofthebuildingcodebutInstallation Instructions DOES NOT meet the Impact resistant requirement for windborne debris regions. f1 279 R5_1 00.159-8-gey,1,R4f Verified By: Intertek Testing Services NA, Created by Independent Third Party. Evaluation Reports Created by Independent Third Party: Inc. 4 of 7 4/192018, 5:17 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr app_otl.aspx?paranl=wGEVX... 15279.13 013 W4-09 PAN-2F441: G4S, GS4, G4L, GL4, GD4S, GD4L, GR4S, GR4L, G45V, GS4V, G4LV, GL4V, GD45V, GD4LV, GR4SV, GR4LV, E4S, E4L, EO4S, E04L, 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 DOES NOT meet the Impact resistant requirement for windborne debris regions. 15279.14 - 014 W4-09 SPO-21`449: Grand Harbor, Stone Manor - Limits of Use i 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 1 debris regions (ref 1609.1.4 FBC). Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.) Single - Car (up to 9'0" wide) WINDCODEO W4 Garage Door Certification Agency Certificate EL1,5279 RS C CAC Letter-vAttLRGoof-pf_cpntract and proof X aspectl0spdf ELJL5.229_R5_C_CAd:_Wjk__ljsjIng In ertgk.0d Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FUS27.9_RS_tl_10348.G_LL-RevYO8,adf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Parry: Evaluation Reports Created by Independent Third Party: Steel Pan (min. 24 ga.) with Overlay Single -Car (up to 9'0'wide) WINDCODEO W4 Garage Door - _ -_- Certification Agency Certificate EL!527_9RS CCACLetter with proof of contract and proof of Insp cetion.pdf FL15279 RS C CAC W4 pging intertek.pdf I Quality Assurance Contract Expiration Date 1 05/21/2028 Installation Instructions EL15279 R5 II 103549-Rev06.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Thi rd Party: 15279.15 - 015 W4-16 DSIE-1F171: 4300, 4301. 4310, 4400, 4401, HOG, HDGL, HDGF, 66, 66G, 67, 67G, 68, SP200, SF200, SE200, 6200, 6201, 6203 - --- Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25.5 PSF/-25.5 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the Impact resistant requirement for . Certification Agency Certificate I5279_R5_C_CAC Letter with proof -of cont@ct and proof of inspection.pdf fL1S279 RS C CAC W4 Irsting Intgr_tgk.pdf IQuality Assurance Contract Expiration Date OS/21/2028 Installation Instructions FL15Z79 RSjj 1040V.:O Rev03,plf Verified By: Intertek Testing Services NA, Inc. j Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.17 - Y 017 W4-16 OSIEO-1F479 Double Skin Insulated EPS (exterior skin 27 ga. min.; Interior Coachman/Settlers/Affir skin 27ga. min.) with Overlay Double -Car (up to 16'0" wide) WINOCODE® W4 Garage Door 2" Double -skin Insulated EPS (exterior skin 27 gamin Interior skin 27 ga. min.) Double -Car (9'2" to 16'0" wide) WINDCODE® W4 Garage Door Certification Agency Certificate - EU 5279 RS_C_CAC_Letter with oroof of contras air d_proof of Inspection.p fLi4279 RSCCAC w4 Llstina Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL35279 RS ll 101481-B-Revi3.odf windbome debris regions. Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.16 016 W4-16 OSIE-IF471: GD2SP, Gallery/Artistry/Expressions: 2" Double -skin Insulated EPS GR2SP, GD2LP, GR2LP, AR2SP, (exterior skin 27 ga. min.; Interior skin 27 ga. min.) Double- AR21_11, ED2SP, ED21_13, 4302, HDGC, Car (9'2' up to 16'0" 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 PS"-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. 5 or7 4/15/2O18, 5:17 PM Florida Building Code Online https:/hvww. Fl oridabu i Id i n g.org/pr/pr_app_ot I. aspx?param=wG E V X... i Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +25 PSF/-25 PSF Othert 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 DOE comply with the Impact resistant requirement for windbome debris regions (ref 1609.1.4 FBC). 15279.18 018 W4-16 DSIU-11`171: 9200, 9201, 9203, HDP20, HDPF20, HOPL20, 7200, 7201, 7203, 8200, i 8201, 8203 S l _M9 R5_C GAC Letter with proof of contract and g qg_f of Insoection.odf FLIS279 R5 C CAC W4 Listing ISgr,Sgk,Qdf Quality Assurance Contract Expiration Date OS/21/2028 Installation Instructions II FI t 2_7.9 g5 11 t03046-Rev07.pjf f Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: DOuble-skin Insulated PUR (exterior skin 27 ga. min.; Interior skin 27 ga. min.) Double -Car (97' to 16'0" wide) WINDCODE® W4 Garage Door Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ, Yes Impact Resistant: N/A Design Pressure: +25.5 PSF/-25.5 PSF Other. The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for i wlndbome debris regions. The product without glazing DOES comply with the Impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). IS279.19 019 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 r 020 W4-16 PAN-2F153: 73, I500, 75, 190, 84A, 94, 42, 48, S5, 4RST, 6RST, 4RSF, 6RSF, GDSS, GDSSV, GRSS, GRSSV, ARSS, ARSSV, EOSS, EDSSV Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +24 PSF/-24.5 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. Go to Page -(10 Certification Agency Certificate' FL15279 RS C CAC Letter_wlt tLpr t Qf.cfSQfltfs7St arld_tlroof ofinspection.Qdf FI$2 9 RS C C WI4 sti09Intertek.ptif Quality Assurance Contract Expiration Date OS/ 21/2028 Installation Instructions FL15279 RS It 104169-RevOl.Qdf 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 (9'2" to 16' 0" wide) WINDCODE® W4 Garage Door Certification Agency Certificate fL15279 AC Letter with proof of contract and proof of Insgection.p—d-f FLIS279 R5 C CAC W4 Listing Intertek.gdf Quality Assurance Contract Expiration Date 05/ 21/2028 Installation Instructions FLIS279 RS II 1044S7-Rev02.Qdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Steel Pan (min. 2S ga.) Double -Car (9'2" to 16'0' wide) WINDCODE® W4 Garage Door Certification Agency Certificate FL15279 RS C CAC Letter -with proof of Contract andprrod iLinsuectign. Qdf FL1SIZ9— R5S—CAS WA—LISUng_latertek.odf Quality Assurance Contract Expiration Date 05/ 21/2028 Installation Instructions 15279 R5JU917A.L-6_Revls.gdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party, ead Meet0 O Page 1/ 8 0 0 Tie state of Florida 5 an ment AA/EE0employer. 04y1190t.2007.101i $1d1e1tLE1Qflld.:: Racy state :: AccesslbIty Statement:: Refund a,t_rne Under Fbrd& law, emas addresses are pubic records. If you do not want your e-mai address released inresponse to a pubk-reOlrft request, do not send elertront 6 of 7 4/ 15/2018, 5:17 PM Florida Building Code Online https:/hvww.floridabuilditig.org/pr/pr_app dtl.aspx?param=wGEVX... mail to this entity. Instead, contact: athe ol0te by phone or by traditional ma0. V you have any questions, please contact 650.487.139S. *Pursuant to Seaton 4S5. 275(1). Florida Statutes, effective October 1. 2012. licensees licensed under Chapter ASS. F.S. must provide the Department with an emal address r they have one. The emat5 provided maybe used for offtlal communication with the licensee. However emaa addresses are public record. If you do riot wish to supply a personal address, please provide the Department with an emaa address which can be made available to the public. To determine Q you area tcehsee under Chapter ASS. FS.. please tack (fete: Product Approval Accepts: goal a Credit Card Safe 7 of 7 4/15/2018, 5:17 PM mmm=lmrJ•o>• ra•ir 4M W R nAM 0 tt O L D. " ` OfOMI 41A0EL Al1m ,00[ M000Mfo114 r1a Na am - W-W tliK1t apr r4f}/6 01er4 '000405 mw DMMILDCAMM roan A1®.wn o ALIo KA 101 iilc ila pm14 ro r as y.rs.lOWmMLAM SEE SHEET TWO FOR IMPACT RESISTANT CONSTRUCTION DETAIL AND STANDARD CONSTRUCT DETAIL "B"; TRACK AND JAMB DETAILS. SHEET 1 OF 2 OPTIONAL C AZNC MAT BE STANDARD OR IMPACT WISTANT GAZING. SEE SECTION B-B FOR DETAILS. MAX. STANDAW SIZE IS 42-1/2'"16. IMPACT pEMWM ISALNG 5 21-5/6'04-1/B'. VM, r m 0\ m cc ma IMdO 10 0" 04 Imm • mmN ri' ei e d rA A/ r:Oaio eroi 1-{piL11'it l rs ra" SHIP IV JOINTS. - 1/ DENSM P0LT51VKNE FOAM DISLUSION 1- S/16' TH= I M VWL 1ANLELL SACKER ( INSULATED MODELS ONLY) 25 G WL CALV. SIM SIN WH A BAI=-ON PRNEK. AND A BAKED -SON POLVEM TOP COAT APPLIED 10 BOUT SIDS OF Sail SION. ro 000n faro r o® 4A. ®i 1r m Mena m vm farm m .roao r +. Aeei. coals cax r x rao. sae ms Pm r o map ..a..l .. a cwAM1KAILatn40 .. 20mm aw YO 010Wg6 W . SWa wm c4ta4 Lc Le c t. m mr 4s s IV v r Clnpay Mom' PAN c4m 1/3/97 ng Products M woff ww O "A" uc ts,$) Teo-•4eoo ---- _ 3' TALL U-BW SECTION A -A (SIDE vim 20 CA. DALV. STEEL MN. WILD STRENCM: SO KSI 2* THICK i T 12 G CAL% STEEL TOP ROLLER BRACI2T. EACH B/ 1 ^SN METK4) 14 CA CALV. ROLLER RNLE. EACH MNE FASTENED M DID STILES WITH (4) /14+!/B' SHEET METAL SCAE15 AND (4) 1/ 4'.3/4' SELF TAPPING SCRML SEE MEW V. s' TALL , 20 w GLV. STEEL M-BM6 N A 2-1-2-1 PATIM O.E. TWO U-6YLS on BOTTOM SECTION. ONE U-W ON NEXT SECTION. ETC.). EACH U-" ATTACHED WITH ( 2) 1/4'il/4' SELF TAPPING SCREWS PER root: OweK 13 CA GW. SIM BOTTOM BRACKET. ATTACHED MATH (2) /146/B' SHEET METAL SCREWS. Org I LOADS: +24.0 PSF t -245 PSF TEST LOADS: +36.0 PSF d -37.0 PSF voaau Y1116 DEAL Wall SIM W Q 16.0'w x 16,01H gym' CLASSIC AND CH RP STEEL PAN DOUBLE - CAR 10'W 4.24/-24.5 PSF B IN1m 101711 IBC am I D nlml IMPACT RESISTANT ASSEMBLY ETAILS IDIRAWta0 / 0 / 71 1 ADD SECTION R-B (IMPACT-RESISUNT GLAZING OPTION) a Y W1wI0s mr s00 sR j.y. pw l Rwr AO A.CMD. oar eea emsL 00@ rum o w wnv ora r.naa w ramSOUR o lln A . Lr Rw me rwra +aR w1warW ASSEMBLY DETAII 00 101711-0 AWO Isra rN ILLL amm ON smmt aw-m mrt Do Roo pwa a r+ao vw Imffwf Man MAaw Ux OR pyr Pa RLw SAM CpNdL &SswLY COkSH ir•SMr. a++arL sa otA a . M a ufa-w.aA a+aM AanA: sA wA+m1la a ml a malt notO .Iww10/ R>i RALEt M /®NQ wDl fK ne am W71 m" O6 sm m Imt MawwsasTsnW{mLOaM aawlrw[ sm a016 a nIL now aMmla coot a rn)wora m °0°1 oa A6a0 pv. Ow mI to Rr.MM Sam w use 2 OF 2 BOa6 My m RILIanLw OrL ila @ ID 11=. RUN IlamLw lIRAR. ms0erca /rat 00.0 Oda IM6 ROO[ rea ewea of mma RAW A laamoa4 wm 11 s1AK rMran Jew wm son a fr OIIm am A wL atom= 0 f calm r.0 MX4 e m aOd sal Mon meeft W f 41s 10. pr10.Q . 1Y01M..flq,,. Ir mra irat W WI WY BOB Ia01 W OCW IO-N... Ym® OaC r.L O/LP0 A wot RnOsas wm As m/pwran w elan Sw =O Or No Aw"m m am sw .OIA 1st A G IM fitT. wm DO wi 0 G CM gm ML Ols If.1-s/A' W cm T-- • 1 G GY. Ir/C Qa rm m wmL `Ira amOo n •nn i>ti'foom g wl +ouw Wr 649,W amarM d mla MONO >P 1. a sml scup ma am rmt amal .ramT Amon Io ae Ds0 WN I.) Ip L101 Or® ' 90 Imt ME MO fL) O/r 1Ols • rAs I/ryr RY vow fDISIL m IN' w AAaA f w wL D Da am m"a oft on on 'I.wr s4 Al ILOINO ANION 1/pll t spTmPl O 11[ —. or Om a R - D Imm aCVO wM 11 RADIOfCp. IN Um Um wOA WT-1-n eaomnw I F._.F il in allmal Iamw ON MIT Oa TIM" ABOVE THEE DOOR DOES NOT AFFECT TIE VW LOAD RATMO OF IM DOOR. I sISIPI MIDI ps sID) r Lrt OOm ..w vmw Is CA fay. Dm Rw /raC. AM /moo TWO.rw .n.. UOs TOP BRACKET NORRMAL IA ins'n-'yr no 40 a= maaem as Lam W Ao' C 7' t-1maz G "W.Dm mac 0"m I.)Mm ww"wl to W " r fla MPC: PAN-2 Clopayam OUXE F irw, 1/3/97 ng Products wsm. ON u6w °LA"" 2" JAC 06A ( 313) 770-460D MWW I! G CVAt wlti Aus IMOQT. OiO. 1mD 1q mW nla wM W Mrny/r.up0, CIL! 1rpOI OWQ! OW' aL Rw man r CEZIM Ir a" ILL f1mam amawl F&A"m m WAS DUAL / sm DFSIWWI LOADS +2+A PSF ! -213 PSF TEST LOAM- +36.0 PSF & -37.0 PSF GOON a AAA. ®e L3 W 4 I8'01N " I6'0'N CLASSIC AND CH RP STEEL PAN DOUBLE -CAR. 16YI +24/-24.5 PW B0MVING MAIM 101711 IBC Florida Building Code Online https://www.floridabuilding.orgtpr/pr app_dti.aspx?paranl=wGEVX... 1 l Business Professional Regulation raga nn acts Home : Login I user Registration I Hot Topics 1 submit surcharge I stets a Facts vtacat ions I Fac stag I acts. site Map I links Searth I PI flfla j Product Approval 1 - d USER: Pubic user i1 lien ' Qr ejodNa Anrrnval Menu > ggdur or ANJML1o_ non a 6RO%1tan LLtt s Application oataa FL # FL17499-R3 Application Type Revision Code Version 2017 AppllcaUon Status Approved Approved by OBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived Product Manufacturer Address/Phone/Emall 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 Ext 2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Windows Single Hung Certification Mark or Listing American Architectural Manufacturers Association Steven M. Urlch, PE Validation Checklist - Hardcopy Received Standard AAMA 506 AAMA/WDMA/CSA 101/I.S.2/A440 AAMA/WDMA/CSA 101/l.S.2/A440 Method 1 Option A Year 2011 2008 2011 1 of 4 4/13/2018, 7:05 AM Florida Building Code Online https://www. floridabu i lding.org/pr/pr_app_dtl.aspx?param=wG EVX... Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FL # _ _— i M Model, Number or Name 17499.1 1185 SH O1/1S/2018 01/15/2018 01/21/2018 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant, Yes Design Pressure: +SS/ -SS Other: R-PG55', Missile Level D, Wind Zone 3. Glass to be bedded In Pecora 896 sealant. 17499.2 1185 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +60/-60 Other: R-PG60 17499.3 77-1 185 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +60/-60 Other: R-PG60* 17499.4 _118S 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* Description 36x84 Fln/Flange Frame IG/SG Impact Single Hung Certification Agency Certificate FL17499 CSC 1141 Window$_Lj83_SH_(Flnl Impact 4J:pdf FL17493_R3 C U1C_MIMg0pv-ls - 1.85 SH (Fln) Impact (5) DorZe g L FL17499 R3—CCAC Ml Windows -,1.85 SH (Range) Impact 3),pif FL1719.9 R3 CCAC MI Wlndow5=-5 SH (Flange) Impaq 4):.Pdf Quality Assurance Contract Expiration Date 10/17/2018 Installation Instructions FL.1749.9 R3 It O8_02545B pdf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports f L1749 9—R3__513321 B- 3_pdf Created by independent Third Party: Yes 52x72 Fin/Flange Frame IG/SG Single Hung Laminated Glass Certification Agency Certificate — F1.17499 R3 C CAC APC(13361 E1726.01-IQ9:47-RO yA5 Hf &q wa ver).pdf I fLUA22 R3_C CAC MI Windows_185 —SH (FIP_)-01hp0f FL17499 R3—C_CAC MI Wlndow;_:J85 SH Fjnl (12)_pdf 1 fL17499 R3 Cl C MI Windows - 185 $H Flan 0 1Q),pdf Quality Assurance Contract Expiration Date 10/08/2018 Installation Instructions FL17499 R3 II 08-02S4)B,.pdf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports fL174 9R3 AE 5}33278-4.pdf Created by Independent Third Party: Yes 36x84 Fin/Flange Frame IG/SG Single Hung Laminated Glass Certification Agency Certificate — FL17499 123C CAC APC(13363)E1729.01-109-47$q18 5 (L LG waiv ,pdF F_L17499 R3C C_MI Wlnd w5 185 SH (E1n)_(j-3),pdf f417499. R_G C h I_WlndQwS=1t85 SH (FiR)_ 14 . df F-L174Q2R3 AC MI Windows - 18$ $f_I (FI_ angg) 11),pdf Quality Assurance Contract Expiration Date 10/17/2018 Installation Instructions i FL174 9 R3 11 08_025SQB,pdfVerifiedBy: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17A99 R3 AE S13328B-S.pd Created by Independent Third Party: Yes r36x71 Fin, Finless, Flange Frame IG Single Hung Certification Agency Certificate FL17499 R3 CCAS_MC HOy2.01-109-47-R0__185 SH 02522)-pdf Quality Assurance Contract Expiration Date 04/25/2022 Installation Instructions 2 of 4 4/13/2018, 7:05 AM Florida Building Code Online https://www.floridabuilding.org/pr/pr app_otl.aspx?param=wGEVX... 17499.5 Limits of Use FL17499 R3 If 08-03163,0f Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE 514082.g(1f Created by Independent Third Party: Yes 5202 Fin/Flange Frame IG/SG Impact Single Hung Certification Agency Certificate _ Approved for use In HVH2:: No FL17499 R3 C CAC MI Wlndows - 185 S"I_ F n Mg6S1 Approved for use outside HVH2: Yes Motif Impact Resistant: Yes FL17499 R3 C CAC MI Windows - 1$5 SH 3)_gd( O_ILn apt Design Pressure: +55/-55 ( Other: R-PGSS, Missile Level D, Wind Zone 3. Glass to be I FL17499 R3 C CAC MI win ws - 185 SHIFlanng)..lmoactbeddedinPecora896sealant. (j.pdf 17499.6 1 185 SH Limits of Use Approved for use in HVH2: No Approved for use outside HVH2: Yes Impact Resistant: No Design Pressure: +60/-60 Other: R-PG60 17499.7 185 Triple SH Limits of Use - Approved for use In HVH2: No Approved for use outside HVH2: Yes Impact Resistant: No Design Pressure: +50/-50 Other. R-PGSO' ii ;. ___ —_•- 1 17499.8 185 Twln SH i Limits of Use Approved for use in HVH2: No Approved for use outside HVH2: Yes Impact Resistant: No Design Pressure: +45/-45 Other: R-PG45 FL17499 R3 C CAC MI Windows - 18S SH (Flangg) Impact W.Rdf Quality Assurance Contract Expiration Date LO/10/2018 Installation Instructions FU7499 R3 II 08-02L44B-Z,pdf Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports fL1Z429_R3 AE_5133208-1,pdf Created by Independent Third Party: Yes 52x84 Fin/Flange Frame IG/SG Single Hung Certification Agency Certificate W2492113 C CAC APC(13362.)EM5.,.Q1_1Q9A7.RQ_18.5 FLG v aiver)S-81G 1-BA 52 L&MAI R60(]Qg,91Q),pdf f117499_R3 [CAC MI_yVlildszvt5=1Q 4 iCEle)_(19 R9f FL17499 R3 C CAC L11_Wi9!lQNIS iF1L)i9.gtlf EL1.7499 R3 C CAC MI_Wlndolys_:.J85 SH (F.IM9gWhodf Quality Assurance Contract Expiration Date 1 10/09/2018 Installation Instructions EL17429_ U L_0UZS468 :2.p11_f Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE 51j220--10f Created by Independent Third Party: Yes 111x72 Fin Frame IG/SG Single Hung 110x72 Flange Frame IG/SG Single Hung Certification Agency Certificate FL17499 R3C [AC hILW. !OQQ=!@ SH 1tRIg1E10) FL17499 113 C CAC M1 Windo_ws - 185 t1_ Mg(g_(F,L1]r I)A& FL17499 R3 ACCb LYyJOQows - 185 SH Trift.(Flan gl 3).00 EL1Z429_._C_CA Mi Wlndows - 1 @iifLltJpIS. (Elan9el fALadf Quality Assurance Contract Expiration Date 10/20/2018 Installation Instructions FL17429_I1_Q8.02548@.tiQf Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports F11Z499 R3_AE 5133248Y6 UX Created by Independent Third Party: Yes 106x72 Fin Frame IG/SG Single Hung IO502 Flange Frame IG/SG Single Hung Certification Agency Certificate LD& 5R3CCACMIWlndows _ 1.8SH'rbvin (FL) glif FL17499 R3 C CAC MI yJlndaws ] H In Fln . 91. 11df FL17499 h l Windows 18,SF T-wLnMango 3 o f 4 4/ 13/2018, 7:05 AM Florida Building Code Online littps://www.floridabuilding.org/pr/pr_ipp qpx?parani=wGEVX... Et 17499 R3_C_UC MI wIn(LQwS - 185 SHTwin 4),.p-df IiQualityAssuranceContractExpirationDate l 10/20/2018 Installation Instructions fLj749 Q3 II 0 2S478-7.ps1.r Verified By: Luis R Lomas PE-62514 Created by independent Third Party: Yes Evaluation Reports - - --- EL1jj29_.R314 5-13,323B-7 pdf Created by Independent Third Party: Yes Back f4eet Ltadta LUA :: 26D1Bleir scone Road. Tbaaha=Eee FL aw phoM: =-A1!7 1874 The State or Fbdda Is an AA/EEA employer. Coovrlaht 2007-2013 S1ate_QLEb[tl,T, :: 13btW Statenten :: y 5ta14mem :: Refund Statement Under Fbrda law, emal addresses are pubic records. V you do not want your e-mall address released In res2onse to a pubic -retards request, do not send electronic mall to this entity. instead, contact the office by phone or by tradilonal mall. V you have any questions, please contact 8S0.487.132S. 'Pursuant to Section 4SS.27S(1), Florida Statutes, effective October L. 2012. licensees arensed under Chapter 4SS, P.S. must provide the Department with an emal address V they have one. The emads provided may be used for off lal communication wan the licensee. However emaa addresses are public record. ff 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 V you are a licensee under Chapter 4SS, F.S., please click haL. Product Approval Accepts: tr0i-a Credit Card Sate 4 of 4 4/ 13/2018, 7:05 AM NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REOUIREMENTS 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-I/2- WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WRH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SMALL 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 PROWIDED. S. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE t/4". 9. SHIMS SHALL BE LOCATED. APPLIED AND MADE FROM MATERIALS .AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. ID. WIND LOAD DURATION FACTOR C0=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: EXTRUDED RIGID PVC. 12. UNITS MUST BE GLAZED PER ASTV. E13DD-04/09. SEE SHEET 11 FOR GLASS DETAILS. i3. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE §B WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. RLNSms I RLV I DESCRIPTION I DATE I APPROVED A REVISED ANCHOR SPACING A CHARMS 07/11/16 1 R.L B REVISED CLASS I 10/02/17 I ILL 15. FOR ANCHORING THROUGH FRAME IWO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN "ELEVATIONS AND INSTALLATION DETAILS. 16. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/116" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE W17H 2 t/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 17.FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE 010 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. B. ALL FASTENERS TO BE CORROSION RESISTANT. 19. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2.ODO PSI. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Frn-2.ODOPSI MINIMUM. D. METAL STRUCTURE: STEEL IBGA (.0481 FY=33KS1/FU-52KS1 OR ALUMINUM 6063-TS FU-30KSI .048" THICK MINIMUM TABLE OF CONTENTS SHEET NO.1 DESCRIPTION 1 NOTES 2 - 3 ELEVATIONS 4 - 1D INSTALLATION DETAILS SIGNED: 1211412017 III WINDOWS AND DOORS, LLC 650MARKET STREET 5ItI0/// GRATZ. PA 17030-0370 y •\\GEm&' 9'p- D 5 SERIES185ALUMINUMSINGLEHUNGWINDOW52" X 72" NON -IMPACT c•6 NOTES TATE OF oO',G• y i'^ •' ipR10• Z DR"w. Dwc ND. REV M. G. 08 DAn 02549 S12/29/14 OF t 1 Luis R. Lomas P.E. FL No.: 62514 L ROBERIO LOWS RE 1472 VA= FORD RD LEYr6L714 NC 27D23 434-m- ma9 I FF HE 2' MAX — 52' MAX FRAME WIDi1'. I---}- 16' MAX O.C. iL MAX D. C. 0/ 2. T_ AX AL1E IGHT X 2' MA FI I HI 2" MAX 52• MAX FRAME WIDTH 16" VAX O.C. 2• I 16' MAX I 0 / 2. • r-- IAX AME 4 i I 29 I RI:r15DNS IaN DESCMI'M&IGiL APPR&" A REVISED ANCHOR SPACING a: CHARTS 07/11/16 R.L. 2• MAXB REVISED GLASS 10/02/17 I R.L. i I 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW EXTERIOR NEW DESIGNER EXTERIOR VIEW FLANGE 6 FINLESS INSTALLATION FLANGE 6 FINLESS INSTALLATION SEE CHART 01 FOR SMALLER UNITS REDUO?ED ANCHORS SEE CHART NI FOR SMALLER UNITS REOWRED ANCHORS DESIGN PRESSURE RA71NG IMPACT RATING t60. OPSF NONE NOTES: 1. MAXIMUM SASH SIZE: 51" X 36". 2. MAXIMUM SASH O.L.O.: 47 5/8" X 32 1/2'. 3. MAXIMUM FIXED O.L.O.: 49 3/8' x 32 1/2'. METAL SWEEP LOG BLOCK . AND TACKLE CHART # 1 Number of anchor locations required Frame Frame Width In Height 1&00 24.00 30.00 2&00 42.00 1 4&00 52.00 In) Hand I Jamb Head Jamb Head Jamb Head Jamb Head Jamb I Head Atmb Hand Jamb 24. 00 2 3 3 3 3 3 3 3 4 3 4 3 4 3 30LOO 2 3 3 3 3 3 3 3 4 3 4 3 4 3 70. 0D 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 a 4 4& 00 2 4 3 4 3 4 3 4 4 4 4 4 4 4 SLOG 2 5 3 5 3 5 3 5 4 5 4 5 4 5 60. OD 2 5 3 5 3 1 5 1 3 5 4 5 4 5 4 5 a6. 00 2 5 3 5 3 5 3 5 4 5 4 5 4 5 T200 2 6 1 3 1 B 1 3 1 6 1 3 6 4 1 6 1 4 1 6 4 6 MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ. PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52' X 72" NON —IMPACT FLANGE & FINLESS ELEVATIONS DVAV.. DwC MQ N. G. D8-02549 star NTS o" 12/29/14 1 snrL' 2 OF 11 L ROBERIO LDSL4.S P.E. 14V K000FOW AD LEMvUE AC 27023 a2rde9e60g D>tia SIGNED: 1211412017 o i 0 510. Luis R. Lomos P.E. FL No.: 62514 L FA HE REViSCNS F52' MAX FRAME WIDTH 52' MAX FRAME WIDTH KV DEscRPMON G1E wPRam A I REVISED MCWR SPACING 8 CHARTS 07/11/15 R.L. Y )MAX 10• MAX O.C. I F 2" MAC 2' MAX {- 10• MAX O.C. I 2' MAX 6 REVISED GL1S5 110/02/17 R.L. 10' MAX O.C. 2' AY. aME GHT 4 X 2"I 10' MAX O.C. 72" MAX FRAME HEIGHT CHART #2 Number of anchor locations required Frame Frame Width in Height Pn) feAO HISS Jamb 24.00 HASS Jamb 30.W HAS 36.00 HAS Jamb 42.00 HISS Jamb 1 48.W H t S Jamb S2.00 HAS Jamb 24.00 3 3 3 3 4 5 3 5 3 6 3 6 3 3D.00 3 4 3 4 4 5 4 5 a 6 4 8 4 36.00 3 5 3 5 4 PS 5 5 5 5 6 5 6 5 42W 3 5 3 5 4 5 5 5 5 6 5 8 5 4R00 3 6 3 6 4 5 6 5 B 6 6 6 6 54.00 3 6 3 6 4 5 8 5 8 8 6 8 8 6C 00 3 7 3 7 14 7 5 7 5 7 6 7 6 7 06.00 3 8 3 8 14 8 5 8 5 8 6 8 8 8 72.00 3 8 3 8 1 4 8 5 8 5 8 6 8 6 8 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW EXTERIOR VIEW FW INSTALLATION FIN INSTALLATION SEE CHART 02 FOR SMALLER UNITS REOUIRED ANCHORS SEE CHART 02 FOR SMALLER LWITS REOUIRED ANCHORS DESIGN PRESSURE RATING IMPACT RATING t60.0PSF NONE NOTES: I. MAXIMUM SASH SIZE: 5)' X 35'. 2. MAXIMUM SASH D.L.O.: 47 5/8" X 32 1/2". 3. M4XIMUM FIXED D.L.O.: 49 3/8' X 32 1/2'. SWEEP LOCK AT 8' FROM AND TACKLE BALANCE AT SIGNED: 1211412017 MI WINDOWS AND DOORS, LLC 1 1IIL/ 650MARKET STREET S /'/,' GRATZ, PA 17D30-0370 0EN,9F•4d+% 1 p +t= SERIES185ALUMINUMSINGLEHUNGWINDOW52' X 72' NON -IMPACT o,{(„y. FIN ELEVATIONS P • $TAT OF tU iO' c••'cfpR10;• ijt`S8 • seam: sae no. Rtv N. G. 08-02549 B G` 0NNp 1E00' sin NTS12/29/14 3 OF 11 110% P FL NO.: Luis R. Lomas asP.E. LAMBERIOLCMASP.E l' W ND0Df0WRDLEN1SYa1E.NG2?W3 474i4B- 0M09 Ia.Lem REtnsorR 1/2" MIN REV KSCSWnN att OpRoum EDGE DISTANCE RMSED ANCHOR SPACING B CN.4NiS 0//It/18 R.L. WOOD FRAMING OR 2X BUCK D RMSED GLASS 10%02/17 R.L. BY OTHERS 1 1/4' MIN. EMBEDMENT BACKER ROD ::a i/4' MAX. SEALANTAPPROVEDSHIM SPACE t MIN. MENTIIIIIII O WOOD SCREW EMBBEDED INTERIOR 1 1/2' MIN EDGE DISTANCE g 10 WOOD J J SCREW / WOOD FRAMING J/ OR 2X BUCKEXTERIORWBYOTHERS BACKER ROD b APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS VERTICAL CROSS SECTION SILL TO BE SET IN A BED OF APPROVED STRUCTURAL SEALANT 1/4- MAX. SHIM SPACE HOOD FRAMING OR 2X BUG[ INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY0774ERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED INACCORDANCE WITH ASTM E2112 1/4' MAX. SHIM SPACE INTERIOR BACKER ROD APPROVED EXTERIOR SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 1211412017 MI WINDOWS AND DOORS, LLC 11111111III,/ 650 MARKET 70T 5\ GENBgJ' GRATZSPA 17030 503T oyy 5 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON —IMPACT FLANGE INSTALLATION DETAILS Ap. TAT OF sty` i FSS t0110 G'` Naw. Rg08-02549 61111111\\\\ I 0-IE ""WNTS12/29/14 4 OF 11 Luis R. Lomas P.E. FL No.: 62514 LADBERTOLOMSP.E. IM WOODFGRD AD LEMVRLE NG 27W U 62806D9 AM nmaops.mm 1/2' MIN EDGE DISTANCE METAL STRUCTURE BY OTHERS APPROVED SEALANT 1/4' MAX. SHIM SPACE REV6ExS 01=IEI'mm •PPROOM REvISED ANCHOR SPACING n CNa4TS 07/1 I/1a R.L REVISED CL45S 1 10/02/17 JR.L. 1/4' MAX. SHIM SPACE f10 SMS OR SELF DRILLING SCREW INTERIOR 110 SMS OR SELF DRILLING INTERIOR SCREWS 1 2 MIN. EDGE DISTANCE EXTERIOR METAL EXTERIOR STRUCTURE BACKER RODIBYOTHERSAPPROVED SEALANTINSTALLATIONIJAILET METAL STRUCTURE INSTALLATION SILL TO BE IN A BED DF APPROVED STRUCTURAL BACKER ROD SEALANT APPROVED SEALANT 1/4' MAX. r SHIM SPACE METAL — SIGNED: 12/14aD17 STRUCTURE BY OTHERS MI WINDOWSAND DOORS, LLC 1 11ILlO /'/// 65D GRATZ. PA 17030-0370 S G E N S 9d+'% VERTICAL CROSS SECTION L_ METAL STRUCTURE INSTALLATION SERIES 185 ALUMINUM SINGLE HUNG WINDOW 0,,..bb 25 # = 52" X 72" NON -IMPACT t* FLANGE INSTALLATION DETAILS; STATE OF ;` NOTES: oRAeN: orc .9. REV i•n S' :cCDR% 1. INTERIOR AND EXTERIOR FINISHES. BYOTHERS, O8-&0'E2 549/S/ONANOTSHOWNFORCLAR?l: 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE sut artNTS 12/29/14 5 OF 11 1 DESIGNED IN ACCORDANCE MTN ASTM E2112 LRDsearoLOMasP.e. Luis R. Lomas P.E. IA2 1010000FIVID RD LEMSVILL& NC 27M 4N. M-0BOD Hamm FL No.: 62514 2 1/2' MIN. EDGE DISTANCE CONCRETE/MASONRY BY OTHERS e 1 1/4' MIN. OPTIONAL ix BUCK ° ° EMBEDMENT SEE NOTES 3 - 7 SHEET I I I Al I 1 /A" MAX. j BACKER ROD SHIM SPACE APPROVED SEALANT 3/16" IAPCON OEURVIW/ MTE I AP - REVISED ANWOR SPACING k CHARTS 07/11/11S I R.L. REVISED CLASS 10/02/17 R.L. 1 1/4' MIN, EMBEDMENT CONCRETE/MASONRY —f '— 1/4' MAX. BY OTHERS SHIM SPACE 0 3/ 16' TAPCON a a INTERIOR All 2 1/2' , MIN. EDGE o DISTANCE i- EXTERIOR BACKER ROD APPROVED OPTIONAL ix BUCK SEALANT SEE NOTES 3 - 7 SHEET 1 JAMB INSTALLATION DETAIL CONCRET6M01SONR Y WSTAL LAT)ON SILL TO BE SET IN A BED OF NOTES: 1.INTERIOR AND EXTERIOR FINISHES, BY OTHERS, BACKER ROD APPROVED do APPROVED STRUCTURAL 2.PERIMETERANDJOW SEALANTBYOTHERSTOBE SEALANT SEALANT DESIGNED lNACCORDANCE W71TiASiM E21 f2 SIGNED: 1211412017 OPTIONAL 1x BUCK 1/4' MAX. MI WINDOWS AND DOORS LLC i, SEENOTE3 - 7 SHEET 1 SHIM SPACE 650 WEST MARKET STREET J S,RENO 9 GRATZ, PA 17030-0370 CONCRETE/ MASONRY SERIES 185 ALUMINUM SINGLE HUNG WINDOW z *• BY OTHERS 52" K 72" NON -IMPACT eTAf,e7r Ot` FLANGE INSTALLATION DETAILS0. SSSTATEE Of raurN owc o. sEv w'.* lOR10Q;• `` e 06 549 B S/o 11Ai1 1`` u1= NTS o"T 12/29/14 ° OF 11 VERTICAL CROSS SECTION LROBERTOLONASPA Luis R. Lomos P.E. CONCRETEANASONRYINSTALLATION 1472w770OFMOROLE% 7SVatL$NC27027 FL No.: 62514 4.W4s4mnbnavffamaw.c1 WOOD FRAMING OR ZX BUCK BY OTHERS BACKER ROD 3t APPROVED SEALANT BACKER ROD do APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS 1/2" MIN EDGE DISTANCE 110 WOOD SCREW SILL TO BE SET IN A BED OF APPROVED STRUCTURAL SEALANT 1/4" MAX. SHIM SPACE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: I. WTERIOR AND EXTERIOR FWISNES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WITH ASTM E2! 12 1 1/4" MIN. EMBEDMENT 1- 1/2" MIN EDCE DISTANCE p10 WOO SCREW l RLnroxs DEi:J mom Dot I APPRww REVISED ANCHOR SPAC140 & CHARTS 07/11/16 R.L. REVISED CLASS 110/02/17 R.L. 1/4' MAX. SHIM SPACE INTERIOR WOOD FRAMING EXTERIOR OR 2X BUCK BY OTHERS BACKER ROD do APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FR4A" OR 2X BUCK INSTALLATKW MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ. PA 17030-0370 SERIES 155 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON —IMPACT FINLESS INSTALLATION DETAILS DOW* DMC ND. N.G. DS-02549 scat NTS "" 12/29/14 sm'r' 7 OF 11 L ROWRTOLOMAS P.E. 14P v#OCOF0AD RD LEYASM1LE. NC 27W3 4N-mvm A !'1oinQve am SIGNED: 1211412017 1R I ILID qGEN&*. J1 4e4TrAATTE OF F•:cLORIOP• Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS APPROVED SEALANT R 1/2' MIN EDGE DISTANCE 1/4" MAX. SHIM SPACE o •IS OR SELF DRILLING SCREW SILL TO BE SET IN A BED OF APPROVED SIRUCTUR.gL BACKER ROD SEALANT APPROVED LANT 1/4" MAX. SEA _ SHIM SPACE STRUCTURE BY OTHERS VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FiNLSHES BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AMD JOINT SEALANT BY OTHERS TO BE DES/GNED W ACCORDANCE tMTN ASTM E2712 UV190a1 DEVAM10" DAtE opn&,m REVISED ANC.40R SPACING R CHARTS 107/11/16 R.L REVISED CUSS 10/02/17 1 R.L. 1/ 4" MAX. SHIM SPACE 10 SMS OR INTERIOR SELF DRILLING I SCREWS7- 1/ 2' MIN. EDGE DISTANCE 1 / EXTERIOR METAL J BACKER ROD STRUCTURE k APPROVED BY OTHERS SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE WSTALLA77ON SIGNED: 1211412017 MI WIN650DWEsS AND LLC MARKEDOORE ,STR1k"S it11L,0 GRATZ, PA 17030-0370 GENS' y1 1 o,,S7251/ SERIES185ALUMINUMSINGLEHUNGWINDOW5X 72" NON -IMPACT LOF FINLESS INSTALLATIONDETAILS0, $TATEE OF -,,t iO F ' o(OR10P• l/ Dwm. Or< c w. RLv N.G. 08 B 1VA 11EaG` Luis R. Lomas P.E. FL No.: 6251A NTS D` re 12/29/ 1 a sKE1 89 OF 11 LRORERTOLOIIA5P.E. fa92NVOORMAIDLEYASVILLE AC2T67J as.4as' 9 nmrrase0io me cam CONCRETE/MASONRY BY OTHERS OPTIONAL IX BUCK SEE NOTES 3 — 7 SHEET 1 BACKER ROD APPROVED SEALANT 2 1/2' MIN. EDGE DISTANCE e 1 1/4" MIN. EMBEDMENT i 1/4' MAX. SHIM SPACE 11 psi ` 3/16' IAPCON INTERIOR EXTERIOR SILL TO BE SET BACKER ROD IN A BED OF APPROVED APPROVED STRUCTURAL SEALANT SEALANT OPTIONAL IX BUCK 1/4- MAX. SEE NOTE 3 — 7 r SHIM SPACESHEETI CONCRETE/MASONRY BY OTHERS y , VERTICAL CROSS SECTION CONCRETEAWISONRY INSTALLATION REvsnes oESCItPiDd WE APPROVED REVISED ANCHOR SPACING & CHARTS 07/11/t6 R.L. REVISED GLASS 10/02/17 1 R.L. 1 1/4' MIN. EMBEDMENT CONCRETE/MASONRY BY OTHERS OPTIONAL 1X BUCK SEE NOTES 3 — 7 SHEET 1 3/ 1 G' TAPCON '° 1/4" MAX. SHIM SPACE INTERIOR 2 1/2' MIN. EDGE ` DISTANCE ' EXTERIOR BACKER ROD k APPROVED SEALANT JAMB INSTALLATION DETAIL CONCRETE4IMASO NRY INSTALLA710N NOTES I. INTERIOR AND EXTERIOR FINISHES BY OTHERS, NOT SHOWN FORCLARITI: 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 1211412017 MI DOOREET LLC L/O/,/. 650DWE 4T MNRKETD GRATZ. PA Sit. 17030-0370 CENSF9Lp SERIES PBS ALUMINUM SINGLE HUNG WINDOW 0 52" X 72" NON —IMPACT P, 4-TATP07FINLESSINSTALLATIONDETAILS;QZ NG 08-02549 B spNAI EaG`• stALt NTS °" 12/29/1 d SK^ g OF 11 7f/111111111 I. ROBERTO LaA4S F8 ImWOOOPORO RD LEWIMLE AC 2W3 0 mwrm&pbmmasps.mm PomosLuisR. L.E. FL Noos APPROVED SEALANT BEHIND FIN i- 7/16' MIN T_ EDGE DISTANCE A INTERIOR EXTERIOR 7/16' MIN EDGE DISTANCE APPROVED SEALANT BEHIND FIN S 1/4' MIN. EMBEDMENT B WOOD SCREW LM.7L VMLIY 1 VERTICAL CROSS SECTION WOOD FRAMUNG OR 2X SUCX INSTALLATION WOOD FRAMING BY OTHERS 1/4' MAX. SHIM SPACE AN p[sCPoPIIOw a1E I Amwww A RFViSED ANCHOR SPACv+G & CHARTS 07/11/16 R.L B REVISED GLASS 10/02/17 R.L. WOOD FRAMING 1/4' MAX BY OTHERS -I r SHIM SPACE I #8 WOOD SCREW I X INTERIOR 1 1/4' MIN. EMBEDMENT S I w i APPROVED SEALANT BEHIND FIN 7/16' MIN EXTERIOR EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X DUCK INSTALLATION NOTES. I. INTERIOR AND EXTERIOR FINISHES BY OTHERS. 1/4- MAX NOT SHOWN FOR CLARITY. SHIM SPACE PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED INACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET WOOD GRATZ, PA 17030-0370 FRAMING BY OTHERS SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52' X 72" NON —IMPACT FIN INSTALLATION DETAILS olunx 70. N.C. 08-02549 6tml NTS I DA E 12/29/14 1 640 10 OF 11 L ROVERTO LOM AS A f4W WCODFORD RD LEVASYR L$ NG 2 621 4>&60-06LV .cam SIGNED: I2/7412017 0c, LA I IL 0,i b\ . 4l CENSF'f STATE OF ;Or F : c1011I0r•: Luis R. Lomas P.E. FL No.: 62514 2 3/16' 13/16" LH FLANGE FRAME HEAD CM•18501 ALUMINUM 6063-TS .050' THICK 2 5/1 S' -- I 3 3/B- FLANGE FRAME SILL CM-18502 ALUMINUM 6063-T3.055'THKSK 1 5/B' IT13I/ 4- LOCK R,41L/STILE CM• 18905 ALUMINUM 6063-TS.OBY THICK i" GLAZING BEAD C* 18535 RIGID PVC .050' THICK 7/9• 2 3I/ 16- i FLANGE FRAME JAMB CM - law ALUMINUM 6063-T5 ,050• THICK FINLESS FRAME SILL CM-18554 ALUMINUM 6063-F5.055' THICK I 1 7/16- 2 5/16- L SASH BOTTOM RAIL CM-18555 ALUMINUM 606345.050' THICK i 15/18- SASH STILE CM-l8W7 ALUMINUM 6053-T5.050' THICK 2 3/16- —I I I 1 5/16' 1 FINLESS FRAME HEAD CM-16553 ALUMINUM 6063-75.050' THICK 2 3/16' FINLESS FRAME JAMB CM• 18513 ALUMINUM 6061•T5.050' THICK 2 3/16' --{ 3 3/4- 2 5/16" LTL F!N FAAME SELL FIN FRAME HEAD CM•185R9 CM-1850B ALUMINUM6063-T5.055'THICK ALUMINUM6083-TS.050'THICK 2 3/a' t ,/B w IF 2 3/16 2' 1 Li L 1 MEETING RAIL FIN FRAME JAMB CM.law$ CM-18510 ALUMINUM6063-T5.OS5'THICK ALUMINUM6063-T5.050'THICK REV6IDAS DESCMP1aN WE I APPRDVED RMISED ANCHOR SPACING d C.•LAR1S 07/11/16 R.L. VASCO CLASS 10/02/17 R.L. 5/a- 1/0- ANN. 1/8- ANN. 1/B" ANN. 09D PVB BY KURARAY METAL REINFORCED 1/2EX" TER; BUTYL SPACER INTERIOR StLCONE SETTING BLOCK SEALANT GLAZING DETAIL MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON —IMPACT COMPONENTS DRA 2 0610 ND, N.G. Da—D2549 srxL NTS IDA" 12/29/14 1 SHEET t t OF 11 L. ROBERTO LOWS P.E. 1432 VAVDFORD RD LEKVVQ.LF- AC 27= 4364804M 5tmaw.own SIGNED. 72/14/2017 S 1It I! L/0//z 2*• D b•*= OF ;4, ii/'L s ONA OtaG`?` Luis R. Lomas P.E. FL No.: 62514 Florida Building Code Online https://www.floridabuilding.org/pr/pr app_dtl.aspx?parem=wGEVX... Business & ' I = M rar rrmr acts home I IWg In user Registration riot Topics I Submit Surcharge ! Stats a Facts PuNcauortS F8C Staff 1 BCIS Sae Map Links I Search doo r 0Produet Approval usER: Public user P.rodta.&a yat Menu > APOdtOSbJlttai > Apprblbn Dot i'3::t.4:: . FL FLIS349-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 MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717) 36S-3300 Ext 2560 bsitlinger@mlwd.com Authorized Signature Brent Sltlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year AAMA S06 2011 AAMA/WDMA/CSA 101/1.S. 2/A440 2008 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A I or3 4/13/2018, 7:21 AM Florida Building Code Online https://www. floridabti i id i ng.org/pr/pr_app_dti.aspx?param=wG E V X... Date Submitted Date Validated Date Pending FBC Approval Date Approved 03/26/2018 03/26/2018 03/27/2018 Summary. of Products FL # — _— Model, Number or Name 15349.1 1 185 PW Description -- - 73 x 72 Insulated Glass — Limits of Use Certification Agency Certificate _ Approved for use In HVHZ: No FL15349 R10 C CAC APC 12786,12787.9df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date I Impact Resistant: No 04/03/2023 Design Pressure: +60/-60 Installation Instructions Other: CW-PG60 FLIS349 R10 11 08-023576.pdf Verified By: Luis R. Lomas, PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL1S349_R10_AE 5131248.odf l Created by Independent Third Party: Yes r r15349.2 Limits 185 PW 159 x 54 Triple CHS Insulated Glass of Use 1 Certification Agency Certificate j Approved for use in HVHZ:: No I FL15349 R10 C CAC APC 1535QpAf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/24/2021 Design Pressure: +55/-55 Installation Instructions I Other: R-PG55 FL15349 R10 11 08-02949.odf Verified By: Luis R. Lomas, PE 62514 Created by Independent Third Party: Yes Evaluation Reports FLIS349 R10_AE 513783.odf Created by Independent Third Party: Yes 1S349.3 185 PW Impact 72 x 72 Insulated Laminated Glass Limits of Use Certification Agency Certificate — Approved for use in HVHZ: No fL15349 R10 C CAC APC 1 4 4 od Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 06/25/2021 Design Pressure: +55/-55 • Installation Instructions Other: FW-LC55, Missile Level D, Wind tone 3. Glass FL15349 R10 11 08-02948.pdf consisted of 5/32" tempered exterior - spacer - S/32" Verified By: Luis R. Lomas, PE 62514 annealed / 0.100 Solutia Saflex HP / 5/32" annealed. Glass Created by Independent Third Party: Yes was bedded In Pecora 896 silicone with 5/8" glass bite. Evaluation Reports FLL0Aq R_A AE 513782.f)df Created by Independent Third Party: Yes 15349.4 185 PW Impact 159 x 54 Triple CHS Insulated Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No fu5349 R10 C CAC APC 8272.odf Approved for use outside HVHZ: Yes FLIS349 R10 C CAC APC 8273•gdf Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: •# 55/-5S 01/24/2021 Other: FW-R55, Missile Level D, Wind Zone 3. Glass Installation Instructions consisted of 1/8" annealed exterior- spacer - 3/32" annealed FL15349 R10 11 08-01614B.odf 0.090 Solutla PVB / 3/32" annealed. Glass was bedded in Verified By: Luis Roberto Lomas 62514 I Pecora 896 silicone with 5/8" glass bite. Created by Independent Third Party: Yes Evaluation Reports FLIS349 R10 AF 51 22788.gdf Created by Independent Third Party: Yes 15349.5 185 PW Impact Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant, Yes Design Pressure: +55/-SS Other: FW-LC55, Missile Level D, Wind Zone 3. Glass consisted of S/32" annealed exterior - spacer - 5132" annealed / 0.100 Solutia Saflex HP / 5/32" annealed. Glass was bedded in Pecora 896 silicone with 5/8" glass bite. 96 x 60 Insulated Laminated Glass Certification Agency Certificate FL15340 R10 C CAC APC 7962.odf Quality Assurance Contract Expiration Date 12/05/2020 Installation Instructions FLIS349 R10 11 08-016138•p_df Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports 2 of 3 4/13/2018, 7:21 AM Florida Building Code Online hops://www. floridabu i Id i ng.org/pr/pr_app_otl.aspx?param=wG CV X... I Created by Independent Third Party: Yes Bads Naat Contact Us :: 2= 91atr Stone Read. 7alahassee FL 32399 Plane: 850.487-1824 The State Of Florida is an AA/EEO employer, fAwrloM 2007-2013 State of Flodda.:: & cj S.tQLqMeBR :: BCtessd t _jjAU = :: Refund Statement Under Florida cow, email addresses are pubic records. 9 you do not want your a -mill address released In response to a public -records request, do not send electronic man to this entity. Instead, contact the ofrke by phone or by traditional mat ff you have any questions, please contact SSO.487.139S. 'Pursuant to Section 4SS.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4S5. F.S. must provide the Oepertment with an emal address Ir they have one. The emeitl provided may be used for Official communication with the ikensee. However emal addresses are public record. If you do not wish l0 Supply a personal address, please provide the Oepartmem win an emal address which can be made available to the public. Tit determine If you are a licensee under Chapter 4SS, FS., please tick h=. Product Approval Accepts: ER E Credit Card Safe 3 of 3 4/13/2018, 7:21 AM NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2' WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 5. WHERE WOOD BUCK THICKNESS IS 1-1/2' OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. B. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLA71ON SHIM AS REWIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16' OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: EXTRUDED ALUMINUM 6063-75. 12. UNITS MUST BE GLAZED PER ASTM E1300-04/09. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #6 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. IRVISlm DESCRPIAN DME APPRurm REVISED INSTALLATION DETAILS OB/Ot/15 R.L REVISED NAME AND ADDRESS 10/27/15 1 R.L. 15. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 16. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16' TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 17. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 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,DOOPSI MINIMUM. D. METAL STRUCTURE: STEEL 18GA (.048') FY-33KSI/FU-52KSI OR ALUMINUM 6063—T5 FU=3DKSI .D48" THICK MINIMUM 20. GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN IN SHEET 2. MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ, PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT NOTES TABLE OF CONTENTS SHEET NO. DESCRIPTION JL 0 08-02357 1 I NOTES 2 — 3 ELEVATIONS, CHARTS AND GLAZING DETAILS 4 — 12 INSTALLATION DETAILS WAL NTS I °"F 09/03/ 14 I wr 1 OF 12 L. ROBERTO LOMA. P.E. 1/W WOODFORD RD LEW MA& AC 2MM 43#458-0DD9 rLbrnarnaw.mn SIGNED. TT/IWO16 LoW DENs.'9dI BA251 o; STATE OF ;W` 20R1DP Luis R. Lomas P.E. FL No.: 62514 72 1/2' MAX FRAME WIDTH 6' MAX I f- 18' MAX O.C. 6' MAX L 18' MAX O.C. 71 1/2- MAX HEIGHT REFER TO CHARTS III) do /2 FOR NUMBER OF ANCHORS REQUIRED 6' MAX 71 1/2' t8• fMAX MAX O.C. HEIGHT I SERIES 185 ALUMINUM FIXED WINDOW EXTERIOR NEW 72 1/2- MAX FRAME WIDTH I- 1A* MAX C_c_ 6' MAX REFER TO CHARTS —" SERIES f85 ALUMINUM FIXED DESIGNER WINDOW 1 & #2 FOR NUMBER OF EXTERIOR VIEW ANCHORS REQUIRED DESIGN PRESSURE AATD/G IMPACT RATING 60.OPSF NONE NOTES: 1. MAXIMUMD.LO.: 69y4•X683re' arfam s REY DESpIN01 WE IPPROAD A REVISED INSTAIJATON DETAILS 06/01/15 ALL B REVISED NAME AND ADDRESS 10/27/15 R.L. CHART RI Number of anchars requlrod (wf1hour dg/d Dllars) Frame RM. width (in) Ne10M 2400 20.00 1 20.00 It00 48.00 Saw e0.00 am 7250 I'M Has thimb NOS liame NdS mD Hi3 Jamb NaS Jamb Nde ftmb Has mb HIS Aging H69 Jamb 24.00 2 1 2 2 2 3 2 3 2 3 2 2 t 2 2 S 2 30.00 2 2 2 2 1 2 3 2 3 2 2 2 2 S 2 311.00 2 1 2 3 3 3 1 3 3 3 7 3 S 3 42.00 2 3 2 J 3 3 3 3 3 3 3 5 3 S e 1 48.00 2 3 2 3 1 3 3 J 3 3 3 3 0 J 6 J SA00 2 2 3 3 3 S e t 7 eadD 2 2 1 3 5 3 5 S S e S t S here 2 1 S 3 S 3 0 e S e 0 7 e 7"' 2 S 2 S 3 S 1 a 3 0 t t S 7 6 T 7 7 CHART 02 Number of anchors required (wfdl dgld 6llmsl Fame Frame width In) IaIOM 2•.00 t0.oD x00 eze0 ttso S•.00 e0.00 hem LSO Nq Md5 mD Nt3 m0 Nd5 Jamb HAS m0 Nd5 Jamb NOS aD NSS Jamb Hd5 mb N69 iamb 2400 2 2 2 2 1 2 3 I 3 2 2 t 2 t 2 S 2 JRw 2 2 2 2 3 2 3 2 3 2 2 2 2 5 2 30.00 2 3 2 2 3 1 3 3 2 3 3 3 1 S 3 I100 2 1 2 3 3 3 1 J 3 3 t 3 3 3 S 3 eR00 2 2 3 3 1 3 3 3 2 3 t 3 S 3 moo 2 1 2 3 3 3 t S moo 2 2 3 3 3 t 1 5 ee.00 I 2 3 3 1 t S 71.50 J S t S S 3 S 1 S S t S S S S SEE SHEETS 4-7 FOR 06TALLATR7N DETAILS AEI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ. PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73' X 72' NON -IMPACT FLANGE k FINLESS ELEVATION 8 CHARTS 0mv. Drc N0. J.L. 08-02357 41 NTS 0"" 09/03/14 19W 2 OF 12 L RMRM LOSIAS RE IM mCODFUM AD tEMSV61.E AIC 2M23 SIGNED. 11/1 &2018 GENS- 9Lp ! Luis R. Lomas P.E. FL No.: 62514 72 1/2• MAX FRAME WIDTH RLvsIeR4 Illy oFsanrnCH LN1[ NTROYED 6' MAX 18• MAX O.C. —{ 6' MAX A REVISED INSTALLATION DETAILS 06/01/15 R.L. 6- MAX B REVISED NAME AND ADDRESS 10/27/16 ILL I L_ 1. AJAf. lAXIMUM D10.: 69 3r4' X 58 y1' t8' MAX O.C. 71 1/2' MAX FRAME HEIGHT CHART,p Number of anchors requimd ffln Ina dledon Frame Rams rie0, IIM SERIES 185 ALUMINUM FIXED WINDOW How 00 3e.00 2t06 66 4t66 a4m 66.00 Lo REFER TO CHART #3 FOR NUMBER OF EXTERIOR VIEW 0"' NtS mD HIS. mD Nt meNt5 amD AILS Jamb HAS amD NtS mD HtS Jamb N6S D ANCHORS REQUIRED a a a a a a 4 4 4 a 5 a 5 a a7 a a 4 4 s a s a e a 72 1/2' MAX FRAME WIDTH Xw 4 a a 4 a 6 6 a aL0 a 4 a 4 a 4 4 4 4 4 4 4 5 4 5 ae 4m MAX 18" MAX O.C. 6" MAX w.2 a a 4 44446' ss4eU00 a 4 4 a 4 4 4 4 4 4 4 s a S 4 8 4 I AM 5 a 6 6 4 6 4 5 a 5 5 5 5 S 6 5 a, a S a S 5 4 S 4 S 4 5 5 S S S 6 5 71. 50 6 0 1 6 4 1 6 4 6 4 6 6 6 6 8 6 6 18' MAX O.C. 71 1/2' MAX 0/ FRAMEHEIGHT REFER TO CHART #3 FOR NUMBER OF SERIES 185 ALUMINUM FIXED DESIGNER WINDOW ANCHORS REQUIRED EXTERIOR VIEW DESIGN PRESSURE RATWG IMPACTRATING t60. 0PSF NONE SEE SHEET B FOR INSTALLATION DETAILS MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ, PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73' X 72" NON —IMPACT FIN ELEVATION & CHART CUM D>rG No. J. L. 08-02357 sr NTS tN1[ 09/03/14 1 4w 3 OF 12 L ROBERTO LAMAS P.E 14ad NOOOFORD RD LE%1SVXLE. AC 2702t 434. 6884M + 8hmama mm SIGNED: 11/1Sao 16 RE ti G F• DTATE OF ; i'oAt` ' cLOR10P:• l' 41ONA 11E G` Luis R. Lomas P.E. FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS 1 /2' MIN. EDGE DISTANCE 1 1/4' MIN. METAL EMBEDMENT STRUCTURE 6Y OTHERS BACKER ROD k APPROVED SEALANT 1/4" MAX. j SHIM SPACE BACKER ROD k APPROVED SEALANT 10 WOOD SCREW EXTERIOR INTERIOR EXTERIOR I) II /— #10 WOOD SCREW RIGID FILER BACKER ROD APPROVED 1/4' MAX. SEALANT r1 SHIM SPACE WOOD FRAMING IT 1 a_ MIN. OR 2X BUCK EMBEDMENT BY OTHERS 1 /2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X SUCK INSTALLATION 1 1/4" MIN. 1/4' MAX. EMBEDMENT SHIM SPACEr T- 1/2' MIN. EDGE DISTANCE I1 _ INTERIOR 10 WOOD SCREW / WOOD FRAMING J EXTERIOR OR 2X BUCK BY OTHERS BACKER ROD APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X SLICK WSTALLATTON BACKER ROD APPROVED SEALANT 3/4• MIN EDGE DISTANCE t1/ 4' MAX. SHIM SPACE SIAS OR SELF DRILLING SCREW INTERIOR 1i0 SMS OR SELF DRILLING SCREW RIGID FILLER i/a" Max. j SHIM SPACE STRUCTURE p{ BY OTHERS 3/4" MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATIOW 1/4' MAX. r SHIM SPACE 3MIN. EDGEE D DISTANCEI INTERIOR 110 SMS OR SELF DRILLING SCREWS J// METALEXTERIOR STRUCTURE BACKER ROD BY OTHERS APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION REv NwAlP110N DOE AVPROKI) A REVISED INSIAWT101/ DETAMS 06/01/15 R.L. B REVISED NAME AND ADDRESS 10/27/16 R.L. NOTES. 1. MRERAOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. I PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 1 III S 016 MI WINDOWS ANDOORS, LLC RE1 Io 0 W. MARX GRATZ, PA 17030 J\S 9 i// 1V,PFG .J' SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON -IMPACT FINLESS INSTALLATION DETAILS WITHOUT FILLERS v j, DSaca+t= o S E R pO•• TAT OF OF•'c[ pRIOP• DRAW proNo. nv J. 08- 002 357 B i s,9/0NA'G` Luis R. Lomes P.E. FL No.: es L• DAn NTS 09/03/14 4 OF 12 L. ROBERTO LOWS RE An KDODFORDADLEINSNIIEAICn029 4."4L mq L»m CONCRETE/MASONRY BY OTHERS OPTIONAL 1X BUCK SEE NOTES 3 - 7 SHEET 1 BACKER ROD APPROVED SEALANT EXTERIOR BACKER ROD — de APPROVED SEALANT OPTIONAL 1 X BUCK SEE NOTE 3 - 7 SHEET 1 CONCRETE/MASONRY BY OTHERS 2 1/2" MIN. EDGE DISIANCE 1 1/4" MIN. EMBEDMENT J 1/4' MAX. SHIM SPACE 3/16" TAPCON INTERIOR Z- 3/16' IAPCON r 1/4' MAX. 1 SHIM SPACE 1I., 1 I/4' MIN. EMBEDMENT 2 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETERAOISONRY INSTALLATION 1 1/4' MIN. EMBEDMENT CONCRETE/MASONRY BY DlHERS OPTIONAL 1X BUCK SEE NOTES 3 — 7 SHEET 1 3/1.6" TAPCON NOTES: T. INiERIOAAND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E27 72 2 1/2' MIN. EDGE DISTIANCE J REVISSMS REV OESCRIPIION CATS APPRMD A REVISED IYSTALlAT10N DETAILS 06/01/15 R.L. B REVISED NAME AND ADDRESS 10/27/16 R.L. 0 1 /4' MAX. SHIM SPACE J o INTERIOR I EXTERIOR BACKER ROD R APPROVED SEALANT JAMB INSTALLATION DETAIL CCNCRET&MASONRY INSTALLATION MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ, PA 17030 SERIES 185 ALUMINUM. FIXED WINDOW 73" X 72" NON —IMPACT FINLESS INSTALLATION DETAILS WITHUT FILLERS MWW. arc . R J.L 08-02357 rAL' NTS c'R 09/03/14 s"M 5 OF 12 L ROSERTOLCIL45 P.E 14312 WOODPoWD RDLEWISY6LE NC 27DTJ 430aw4m rmrRas-arerpe mR SIGNED: 11115,2016 it 11i10E IV i STATE OF ; t i t` 'LORtOP•i SS ONA j1EaG` Luis R. Lomas P.E. FL No.: 62514 1/2' MIN. EDGE DISTANCE WOOD FRAMING 1 1/4- MIN. OR 2X BUCK EMBEDMENT BY OTHERS KV1510us REY DESCRIPTION LATE MPROWD 3/4' MIN A RMSED WS7AI.1ATICN DETAIL; 65/01/15 R.L. METAL r I EDGE DISTANCE B RMSED wwE AND ADDRESS 10/27/16 1R.L. STRUCTURE I 111 BY OTHERS i/4" Y• 01 I— SHIM SPACE MAX. j _ T BACKER ROD S 11A SPACE BACKER ROD 1 APPROVED & APPROVED 1 RIGID FILLER SEALA.RT RIGID FILLER SEALANT 010 SMS OR 010 WOOD SCREW ( I SELF DRILLING SCREW EXTERIOR INTERIOR EXTERIOR INTERIOR g 10 SMS OR A 10 WOOD SCREW SCRSELF ORILLING RIGID FILLER BACKER ROD BACKER ROD RIGID FILLER R APPROVED 1/4" MAX. & APPROVEDVEDD 1/4' MAX. SHIM SPACE SHIM SPACE METALWOODFRAAIVG11/4' MIN I NOTES: OR 2X BUCK STRUCTURE 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERaEMBEDMENTBYOTHERSBYOTHERSNOTSHOWNFORCLARITY. 3/4' MIN 2. PERIMETER AND JOINT SEALANT BY 07HERS TO BE EDGE DISTANCE EDGEE DISTANCE DESIGNEDINACCORDANCEMTNASTME2112 1MIN' VERTICAL CROSS SECTION VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION WOOD FRAANNG OR 2X SUCK INSTALLATION 1 1/4' MIN. 1/4' MAX. EMBEDMENT r SHIM SPACE RIGID FILLER 1/ 2' MIN. EDGE DISTANCE INTERIOR 10 WOOD SCREW WOOD FRAMING EXTERIOR OR 2X EUCK BACKER ROD BYOTHERSAPPROVEDSEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INS TALLATION 1/ 4' MAX. 1 r SHIM SPACE I I RIGID FILLER 3/ 4' MIN' EDGE DISTANCE I INTERIOR 010 SMS OR SELF DRILLING SCREWS EXTERIOR METAL STRUCTURE BACKER ROD BY OTHERS APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCIUREWSTALLATION MI WINDOWS AND DOORS, LLC 65D W. MARKET ST. GRATZ. PA 1703D SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT FINLESS INSTALLATION DETAILS WITH RIGID FILLERS ORe1+ 4 o+c ND. Rtv J. L. 08-02357 B SGl! NTS 0`1E 09/03/14 —6 OF 12 L RMERTO LCM45 RE 142 WUODFORD RD LEWtSYrt1$ NC 2700 434b89a1D9 nblwphOmup.mm SIGNED: 1111&2016 GEN` s•F D 5111 E OF ; , i' 2 'clOR10? • x iS/ j''0IYA EaCa`\` Luis R. Lomas P.E. FL No.: 62514 RPASIONS REV DUCRIP1On am]E A.PRovm 2 1/2, MIN A REVISED INSTAlATION DETAJLS D6/01/15 R.L. ttt EDGE DISTANCE 1 B REVISED mmE AND ADDRESS 10/27/16 R.L. CONCRETE/MASONRY BY OTHERS I I1 1 1/4" MI14. e• " 1 1/4' MIN. EMBEDMENT OPTIONAL IX BUCK EMBEDMENTSEENOTES3 - 7 SHEET 1 1t C CONCRETE/MASONRY 0 BACKER ROD 1/4_ MAX. j BY OTHERS 1/4MAX. APPROVED SHIM SPACE SHIM SPACE SEALANT OPTIONAL IX BUCK RIGID FILLER SEE NOTES 3 - 7 RIGID FILLER SHEETI3/ I6" TAPCON o EXTERIOR INTERIOR 3/16" TAPCON INTERIOR 3/ 16" TAPCON BACKER ROD APPROVED RIGID FILLER SEALANT 1/ 4' MAX.2 1/2" OPTIONAL 1X BUCK r Si IIM SPACE MIN. SEE NOTE 3 - 7 I EDGE o SHEET : L DISTANCE EXTERIOR CONCRETE/ MASONRY L_ BACKER RDD BY OTHERS e 1 1/4" MIN. SEALANT EMBEDMENT JAMB INSTALLATION DETAIL e , e CDNCRETE4AS0lVRYINSTALLATOV 2 ./ 2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETSIMSONRYINSTALLATOV NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTTexAS. NOT SHOWN FOR CLARITY. 2 PERIMETER AND JONT SEAS BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS, LLC 65D W. MARKET ST. GRATZ, PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON -IMPACT FINLESS INSTALLATION DETAILS WITH RIGID FILLERS DR4 t Dwc uD. REV J. L. DS-02357 B snot NTS JVAE 09/03/ 14 WE'7 OF 12 L AMERD LDUAIS P.E IM WOODFORD RD LEWSVILLE. NC 27110 4. v4womaaoA SIGNED: 1111512016 v •\ GENS'iP POF,* 4tA : c ORIOP• Luis R. Lomos P.E. FL No.: 62514 1/2' MIN. t EDGE DISTANCE WOOD FRAMING I 1 1/4- MIN. OR 2X SUCK r EMBEDMENT BY OTHERS I 1 r BACKER ROD 3L J SHIM SPACE APPROVED SEALANT BEHIND FLANGE 110 W000 SCREW EXTERIOR INTERIOR j10 WOOD SCREW RIGID FILLER BACKER ROD k APPROVED SEALANT 1/4" MAX. BEHIND FLANGE SHIM SPACE WOOD FRAMING 1 I/4- MIN. OR 2X BUCK EMBEDMENTBYOTHERS i 1/2' MIN EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR2X BUCKWSTALLATTON METAL STRUCTURE BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE 3/4" MIN r—i EDGE DISTANCE 1/4- MAX. r SHIM SPACE 10 SMS OR ELF DRILLING REV/ EXTERIOR INTERIOR 10 SMS OR SELF DRILLING SCREW BACKER ROD & RIGID FILLER APPROVED SEALANT BEHIND FLANGE 1/4- MAX. SHIM SPACE METAL STRUCTURE BY OTHERS 3/4' MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 1/4- MAX. RLVI IS RE1r ocselarnoN are Avw.aacD A REVISED INSIALLATIDN DETAILS 06/DI/IS JR.L B REVSED NAuE AND ADDRESS 1 10/27/16 IR.L. NOTES. 1. WTERA7RAND EXTERIOR FWISHES. BYOTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 1/4' MIN. i/4" MAX. I SHIM SPACE EMBEDMENT r SHIM SPACE T- 1 II 1/2- MIN. 3/4' MIN. INTERIOR EDGE DISTANCE EDGE DLSTANCE SIGNED: I1/1WO16 INTERIOR MI WINDOWS AND DOORS, LLC Iuu11LrU/ B50 W. MARKET T Z, 10 WOOD 10 SMS OR GRA PA 17030 J`GENa..I per% SCREW SELF DRILLING SERIES 185 ALUMINUM FIXED WINDOW 0 5 SCREWS 73" X 72" NON —IMPACT WOOD FRAMING OR 2X BUCK EXTERIOR METAL EXTERIOR FLANGE INSTALLATION DETAILS WITHOUT FILLERS OF ; BY OTHERS BACKER ROD do STRUCTURE BY OTHERS BACKER ROD & DRAA"` ° C "b RLV J.L. 08-023S7 8 io'FS . ORVOP GA i S'/ E APPROVED SEALANT APPROVED SEALANT BEHIND FRINGE BEHIND FLANGE saLc pArc s11mNTS09/03/14 B OF 12 I AjL11\ JAMB INSTALLATION DETAIL JAMB INSTALLATION DETAIL L r4eER7DLCWAS P.E. Luis R. P.E. WOOD FRAMING OR2XBUCK WSTALLATTON METAL STRUCTURE INSTALLA TION 14V0100DRaADRDLEWLSVRL&NC2MTJ FL No.: 62514 25ydm9 2 1/2" MIN. EDGE DISTANCE CONCRETE/MASONRY BY OTHERS a a•. OPTIONAL 1X BUCK a I EMBEDMENT SEE NOTES 3 — 7 SHEET 1 I 1 BACKER ROD & 1/4• MAX• APPROVED SEALANT SHIM SPACE BEHIND FLANGE 3/16" TAPCON EXTERIOR INTERIOR BACKER ROD & 3/16• TAPCON APPROVED SEALANT BEHIND FLANGE OPTIONAL IX BUCK 1/4" MAX. SEE NOTE 3 — 7 SHIM SPACE SHEET 1 1 CONCR=IE/MASONRY BY OTHERS a • 11/4 MIN. a. EMBEDMENT a 2 1 /2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRET&MASONRYWSTALLATION RLVKDNS R1r DLSCRIPIDLJ Wic A REVISED INSTALLATION D_lroS 06/01 /15 R.L. B REVISED NAME AND ADDRESS 10/27/16 R.L. d 1 1/4" MIN. EMBEDMENT CONCRETE/MASONRY BY OTHERS t_ 1/4• MAX. SHIM SPACE OPTIONAL 1X BUCK SEE NOTES 3 — 7 SHEET 1 3/16" TAPCON c INTERIOR 2 1/2• MIN. EDGE v DISTANCE EXTERIOR DACKER RCD & APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL CONCRETEAVISOVRYINSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES BY OTHERS. NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE M771 ASTM E2112 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ, PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT FLANGE INSTALLATION DETAILS WITHOUT FILLERS Dftmm OA'C u3. R J.L. 08-02357 s NTS rcrn 09/03/14 'M 9 OF 12 L RDBEATO LONA.S P.E. 102 MODFORD AD LETHSNLLE AC 27W3 091mo m hawse owwwacom SIGNED. 11/152016 S 1 t1llLlo//// GENS, OE OF ;tu. Luis R. Lomos P.E. FL No.: 52514 WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD & AFPRGVED SEALANT BEHIND FLANGE 1/2" MIN. EDGE DISTANCE 1 )/4" MIN. EMBEDMENT 1/4" MAX. SHIM SPACE RIGID FILLER 110 WOOD SCREW EXTERIOR INTERIOR 110 WOOD SCREW RIGID FILLER PACKER ROD & APPROVED SEALANT 1/4- MAX. BEHIND FLANGE SHIM SPACE WOOD FRAMING 1 1/4" MIN. OR 2X BUCK EMBEDMENTBYOTHEPS 1 1/2' MIN EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4" MIN. 1/4" A1AX. EMBEDMENT F SHIM SPACE T— RIGID FILLER 1/2' MIN. EDGE DISTaNC / INTERIORI 10 WOOD - SCREW WOOD FRAMING OR 2% BUCK EXTERIOR BY OTHERS 2ACKER ROD & APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE BY OTHERS BACKER ROD & APPROVED SEALANi BEHIND FLANGE 3/4" MIN EDGE DISTANBBCE Q p 1/4" MAX a r SHIM SPACE I RIGID FILLER 10 SMS OR SELF DRILLING SCREW EXTERIOR INTERIOR 110 SMS OR SELF DRILLING SCREW BACKER ROD & RIGID FILLER APPROVED SEALANT BEHIND FLANGE 1/4" MAX. SHIM SPACE METAL STRUCTURE I BY OTHERS 3/4- MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 1/4- MAX. SHIM SPACE T— RIGID FILLER 3/4 I MIN. INTERIOR EDGE DISTANCE i I 10 SMS OR C/ SELF DRILLING SCREWS METAL EXTERIOR STRUCTURE BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION RLVdONS REV OE!ERIPDDN D"rz APPROVED A REVISED INSTALLATION DETAILS 06/01/15 R.L. B REVISED NAME AND ADDRESS 10/27/16 R.L. NOTES: 1. INTERIOR AND EXTERIOR F#hViES BY OTHERS, NOT SNOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WITH ASTM E2712 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 DRAWN. DWG ND. w J.L. 1 08-02357 B WALL NTS a" 09/D3/14Is"'" 10 OF 12 L ROBERTO L01NS P.E 1492 NODMFOAD RD LEWISVALE NO 27O7J 42&M-009 AbnossslRnhwo.rcm SIGNED: 1111512016 r •\GEIV&' D 5 O' ST1ATrF a` It.4i i, 77S 0NA 11 a\` Luis R. Lomas P.E. FL No.: 62514 CONCRETE/MASONRY BY OTHERS OPTIONAL 1X BUCK SEE NOTES 3 - 7 SHEET 1 BACKER ROD & APPROVED SEALANT BEHIND FLANGE EXTERIOR BACKER ROD & - APPROVED SEALANT BEHIND FLA14GE OPTIONAL 1X BUCK - SEE NOTE 3 - 7 SHEET 1 CONCRETE/MASONRY - BY OTHERS 2 1/2' MIN. EDGE DISTANCE I 1/4- MAX. J SHIM SPACE RIGID FILLER 3/16' IAPCON INTERIOR 3/16' TAPCON RICID FILLER 1/4' MAX. FSHIM SPACE T 1 1/4' MIN. EMBEDMENT T 1 1/4' MIN. EMBEDMENT CONCREIE/MASONRY BY OTHERS OPTIONAL IX BUCK SEE NOTES 3 - 7 SHEET 1 3/16- TAPCON 1 1/4' MIN. a EMBEDMENT a i e 2 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEAW SONRY INSTALLATION 2 1/2" MIN. EDGE DISTANCE REVISIONS R[Y DESUMN DATE N'PRLYED HAREVISED INSTALLATION DEIAKS OB/DI/+s R.L B REVISED NAME AND ADDRESS ID/27/16 I R.L. c 1/4' MAX. SHIM SPACE RIGID FILLER I c INTERIOR l• i e • EXTERIOR BACKER ROD & APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL CONCRETEAI M SONRY WSTAW TM NOTES: 1. /NIERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY 2. PERDAETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE H?IN ASTM E21 l2 MI WINDOWS AND DOORS, LLC 65D W. MARKET ST. GRATZ. PA 17030 SERIES 1B5 ALUMINUM FIXED WINDOW 73' X 72' NON -IMPACT FLANGE INSTALLATION DETAILS WITH RIGID FILLERS DRANW. DNc No. RED J.L. DB-02357 B Scut NTS JDAU 09/D3/14 I wtn 11 OF 12 L ROBERTO LOMAS RE 143: VA=FDRD RD LEINSME AC 27649 A maaao2 mnm®ramaspmn SIGNED. 1111512016 xS It I lL GENSN XWPOF P' ZORlO• `i`. ss/OIVA 11EaG`. Luis R. Lomos P.E. FL No.: 62514 APPROVED SEALANT BEHIND FIN 1 1/4' MIN. EMBEDMENT J6 WOOD WOOD SCREW FRAM W G B7 OTHERS 1/4' MAX. 1 j SPIIM SPACE 3/8' MIN EDGE DISTANCE u INTERIOR EXTERIOR 1/4' MAX I ` SHIM SPACE 3/8' MIN — EDGE DISTANCE g6 WOOD WOOD SCREW FRAMING APPROVED — 1 1/4' MI`I. BY OTHERS SEALANT EMBEDMENT BEHIND FIN VERTICAL CROSS SECTION W000 FRAMINO OR 2X BUCK INSTALLATION WOOD FRAMING — 1/4' MAX SHIM SPACEBYOTHERS 6 WOOD INTERIORCREWSCREW I 1 1/4' MIN. EMBEDMENT APPROVED SEALANT BEHIND FIN EXTERIOR 3/8' MIN EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X SUCK INSTALLATION REVISIONS REV ocscRrMN uaE I ARVOY.D A REVISED INSTALLATION DETAILS O6/01/1S R.L. B REMSED NAME AND ADDRESS 10/27/16 R.L. NOTES 1. INTERIOR AND EXTERIOR FINISHES BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESR3NED W ACCORDANCE WTTH ASTM Elf I2 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ. PA 17D30 SERIES 185 ALUMINUM FIXED WINDOW 73' X 72" NON -IMPACT FIN INSTALLATION DETAILS Mow. DMG N0. J.L. 1 08-02357 SC41 NTS — 09/03/14 s"M 12 OF 12 L ROBERTO LMRB P.E. 74 2 WOODFORD RD LEYWMJ E, NC 2=2 06-wo-ow 41comssfiftniamem SIGNED: 11/15/2016 It iLO i49 z CENS .s 2*• 0 51 *` E OF OOR10"' 4111111110 Luis R. Lomas P.E. FL No.: 62514 Florida Building Code Online https://www.floridabu i ld ing.org/pr/pr_app_dtl.aspx?param=wG F,VX... i I Business & Professional Regulation ri>>rr ECIS Home I tng In I User P 16tr•tion ( Hot Toptcs i Submt Surtrivge State a Fatti I Ptbkations I FaC Stag I SCIS Ste Map thus I Search I Florida va Product ApprovalrUSER: Pt6w User Aodun Aaoro a Meay Frodu[t or AZI) 3- /Rooratnn t6t > Appliotion Detail FL # FL15353-R3 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer MI Windows and Doors Address/ Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext2560 bsltlinger@miwd. com Authorized Signature Brent Sitlinger bsi tl finger@m iwd. cons 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 Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Validation Checklist - Hardcopy Received Standard AAMA 4S0 Year 2010 1 of 3 4/1312018, 7:26 AM Florida Building Code Online https://www.floridabuilding.org/pr/pr app_dtl.aspx?parain=wGEVX... Product Approval Method Method 1 Option D ' Date Submitted 10/16/2017 Date Validated 10/23/2017 Date Pending FBC Approval 10/26/2017 Date Approved 12/12/2017 Summary of Products FFL it Model, Number or Name Description 15353.1 15764 Horizontal Aluminum Mullion -- Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS353 f13-110.8_02.44BB,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 I Evaluation Reports j Other: Max single window size: S2-1/8" x 84". Max mullion FL35353 R3 AE SQ0jj%krjj span: 104-1/4". i- --._ .--...-- •- I--- - . •-- -- I Created by Independent Third Party: Yes 15353. 2 L1764 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use In HVHZ: No F615353-R3_[L0.R_0.1439B•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 ELA5353_I 3112 i38_pQ[ span: 83" Created by Independent Third Party: Yes 15353. 3 5765 Horizontal Aluminum Mullion — Limits of Use I Installation Instructions Approved for use in HVHZ: No I FL3 353 RS II 0 _0J449 St[ Approved for use outside HVHZ: Yes I Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FL35353R3_AE_5120734.p4f span: 156-3/8" — -- -- -- I Created by Independent Third Party: Yes - --Y 1S353. 4 IS76S - - I Vertical Aluminum Mullion Installation LimitsofUseInstructions Approved for use In HVHZ: No FL15353 R3 Instructions 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 FL153S3 R3 AE S120648.odf span: 83". Created by Independent Third Party: Yes 15353. 5 CM-18514 Vertical Aluminum Mullion jLimits of Use _ - - -`- - - -- Installation Instructions Approved for use In HVHZ: No FLIk353 RR311 U8;01442B.pdf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 1 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports 1 Other: Max single window size: 52-1/8" x 84". Max mullion gl 5 53 RA $t2QC 6B_pr f_ length - 83". Created by Independent Third Party: Yes 15353. 6 CM-18520 — - IHorizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL_LU3j R3 II Q"A4SAO p f Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant, Yes Created by Independent Third Party: Yes Design Pressure: N/A I Evaluation Reports I Other: Max single window size - 52-1/8" x 84". Max mullion FL1553 R3 AE 512075B.odf span - 156-3/8" I Created by Independent Third Party: Yes 15353. 7 I CM-18523 Horizontal Aluminum Mullion 2 or3 4/13/2018, 7:26 AM Florida Building Code Online https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGCVX... Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Max single window size - 52-1/8" x 84" span - 104-1/4". 15353.8 I CM-18531 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Max single window size: 52-1/8" x 84". span - 83" 15353.9 CM-18532 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Max single window size - 52-1/8" x 84" span - 156-3/8" 15353.10 CM-18533 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Max single window size: 52-1/8" x 84". span: 83" 1S35311 ___1CM-18534 Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure, N/A Other: Max single window size: 52-1/8" x 84" span: 156-3/8". Installation Instructions Eu5353 R c oa_oas 2 p,f Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports Max mullion FL15353 R3 AE 512070,pof Created by Independent Third Party: Yes Vertical Aluminum Mullion Installation Instructions iL1S$S3 R3 Ili OR-01443R ddf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports Max mullion &IJ5. 53 RS_AQ5U2067B.Ddf Created by Independent Third Party: Yes Horizontal Aluminum Mullion ~ Installation Instructions 15353 R3 II 08-01453B.Qdf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports Max mullion FL75353 R3 AE 5.12077B.gdj Created by Independent Third Party: Yes Vertical Aluminum Mullion -_ Installation Instructions FL15353 R3 U 08-01 @,pelf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports Max mullion FL1.535.3_R3 AE 5120680.00 Created by Independent Third Party: Yes Horizontal Aluminum Mullion — Max mullion Installation Instructions ELd5353 R3 II 08-01454B.ppf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL15353 R3 AE 5120788 od Created by Independent Third Party: Yes Bade Next Contact Us :: 2601alalt Stone ft—d- TaIftZ2A FL 32399 Ptpne; a5-a97-1a a The State of Florida Is. an AAjEEO employer. Copyright 2007-2013 State of Florida :: Br y Statement :: & As5My St=Mgftt :: ge6md SratA01R01 Under Florida law, email addresses are publie 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 offloe by phone or by traditional mal. If you have any questions, please contact 850.487.1395. 4Pursuant to Section 455.275(1), Florida statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an emal address if they have one. The emalts provided may be used for official communication with the licensee. However email addresses are public record. ff you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, FS., please click fiM. Product Approval Aooepts. l'. Credit Card Sate 3 of 3 4/13/2018, 7:26 AM NOTES: 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2) WOOD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=,.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 4) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS UP TO WIND ZONE 3. 5) DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO MULLION. WINDOWS MUST BE APPROVED LINDER SEPARATE APPROVAL. 6) SINGLE WINDOWS i0 BE MULLED ARE NOT UMITED TO THOSE SHOWN IN THIS DRAWING. WINDOWS MUST BE MANUFACTURED BY MI WINDOWS AND DOORS. INC. 7) DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW OR DOOR UNIT. 8) UNITS MAY BE MULLED TOGETHER INDEFINITELY AS LONG AS SINGLE UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED AND MULLION IS ANCHORED AS SHOWN HEREIN. 9) MULLION VERTICAL INSTALLATION IS SHOWN, MULLION MAY BE USED IN HORIZONTAL APPLICATIONS AS LONG AS DIMENSIONS INDICATED HEREIN ARE NOT EXCEEDED AND MULLION IS ANCHORED ACCORDING TO THIS DOCUMENT. DESIGN PRESSURE TABLE INSTRUCTIONS: 1) DEFINE REOUIRED DESIGN LOAD PER FLORIDA BUILDING CODE CHAPTER 16. 2) DETERMINE TRIBUTARY WIDTH AND MULLION SPAN BASED ON PRODUCT TO BE INSTALLED. SEE FORMULA FOR TRIBUTARY WIDTH. 3) LOCATE MULLION SPAN (UNIT HEIGHT) AND TRIBUTARY WIDTH. AT ME tN1ERSECTION OF ROW AND COLUMN CONTAINING THE MULLION SPAN AND TRIBUTARY WIDTH RESPECTIVELY IS THE MULLION RATING FOR PRODUCT IN STEP 2. MULLION RATING MUST BE EQUAL OR GREATER THAN REOUIRED DESIGN PRESSURE OBTAINED IN STEP 1. TRIBUTARY WIDTH = WI + W2 z REV I DESCRIPTION I GTE I APPRW[D A I REVISED ;NSTALL47ION DETAILS 106/10/13 I R.L. B REVISED ANCHORING NOTES k INSTL DET. 06/07/17 R.L. ANCHORING NOTES: 1) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE JIO WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8' MINIMUM EMBEDMENT. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 3. 2) FOR ANCHORING INTO CONCRETE USE 1/4' ELCO ULTRCON TAPCON WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT WITH I" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 3. 3) FOR ANCHORING INTO METAL USE #10 SMS OR SELF DRILLING SCREW WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 3. 4) ALL FASTENERS TO BE CORROSION RESISTANT. 5) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.200 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE Al, TYPE 1 (OR GREATER). D. METAL STRUCTURE -STEEL 18GA (.04B') FY=33KS1/FU-52KSI OR ALUMINUM 6063-TS FU=30KSI .062" THICK MINIMUM. 6) FOR ATTACHING WINDOW UNITS TO MULLION USE #10 SELF TAPPING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EMBEDMENT OF THREE THREADS PAST THE ,AULUON WALL. LOCATE SCREWS 6" FROM EACH MULLION END AND 12' MAX. O.C. THEREAFTER. STAGGER SCREWS AT EACH WINDOW. TABLE OF CONTENTS SHEET N0. DESCRIPTION 1 I NOTES 2 CONFIGURATIONS AND DP CHART 3 INSTALLATION DETAILS 4 ICOMPONEN7S MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ. PA 17030-0370 5764 — VERTICAL MULLION 63" MULLION SPAN GENERAL M07ES ORAwN: D:C NO. V.L. OB-01439 uuc NTS — 01/11/12 1 S-ET 1 OF L ROBERTO LOADS P.E. I432 WOOAPo'RD RD LE WISVNLE, NC 2?= 439488.WM dbm&f@YWI Vwc m SIGNED: 1011312017 N J1R IIC y i p TAT E OF ; WZ Luis R. Lomas P.E. FL No.: 62514 COMBINED WIDTH I 1Y1(-W2-III 83" FR41eE HEIGHT WINDOW WINDOW MULLION SPA 107 3/8' COMBINED WIDTH r w1 I I BY FRAME 'WNDOW HEIGHT WIN W MULLION SPAN) ! / 107 3/8" COMBINED WIDTHFW1 -j W2 33" WINDOW 1 FRAME HEIGHT WINDOM WINDO MULLION SPAN) F-- W 1 -4- 1v2 IIF_ 107 3/8' COMBINED wIDTH Deshat aressure radna fnsB Mullion n n Trlbutery 1&13 2&60 width (in) 1 30.00 I 42.00 I&00 1 5L13 25.00 120.0 120.0 120.0 120.0 120.0 I 120.0 37.38 120. 0 1200 120.0 120. 0 120.0 12 D D 49.03 120.0 9113 81.2 7&9 75.2 76.1 62.00 71.0 SZ2 39.7 35.9 33.4 32.3 05.63 59.6 43.7 33.0 29.8 27.4 26 3 72.00 44.8 32.7 24.4 21.8 19.8 190 84.00 2& 1 2D.3 LARGE AND SMALL MISSILE IMPACT, LEVEL A WIND ZONE 3 DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO ACTT INCLUDE FLANGE. 107 3/8' _ COMBINED WIDTH w1 83" I y/ FRAME 'WINDOW WINDOW HEIGHT MULLION SPAN) 107 3/8" COMBINED WIDTH wi-j 4Y2 BY L:WINDOW J FRAME f HEIGHTMW MULLION SPAN) A / f w1 i - W2 107 3%8' COMBINED WIDTH xcv I DESCRMIDN I DAIL I 01R00M 1 A REVLSEO INSTALLATION DETAILS 06/10/15 JR.L. IBREVISEDANCHORINGNOYES8INSTLDEL. 06/07/17 R.L. 107 3/8' COMBINED WIDTH lYt 11 1'12 B WINDOW JFRAMEjjHEIGHTEIL- WINDOW MULLION SPAN) I I-- w--( v12 107 3/5' COMBINED WIDTH APPROVED CONFIGURATIONS MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED WIDTH DOES NOT EXCEED 10734i AS SHOW NHEREIN. Design Dressure radna (ost) WITII rebar Mullion n (In) T 18.13 2&50 butary width 30.00 42.00 In 48.00 52.13 2&W 12D.0 12D.0 120.0 120.0 12D.0 12D.0 37.38 120.0 120.0 12D.0 120.0 120.0 12D. D 49.63 120.D 98.3 81.2 76.9 7&2 75.1 02.00 952 7D.0 53.3 4&1 44.6 43.4 65.63 80.0 58.6 44.2 39.7 36.7 35.3 7L00 60.3 43.8 32. 29.2 2&7 2&5 8&DD 37.7 27.3 20.1 17.7 1 1&0 15.1 MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ. PA 17030-0370 5764 - VERTICAL MULLION 83" MULLION SPAN APPROVED CONFIGURATIONS AND RATING CHARTS uw: V= NO. I rd LARGE AND SMALL MISSILE IMPACT. LEVEL D. WIND ZONE 3 V.L. DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT 6rAtt INCLUDE FLANGE. 08-D1439 NTS 1- 01/11/12 1- 2 OF 4 L ROBFRTO LOAM P.E. MW KIDODFORD RD LEW3MLE NC 27AM 4Jr481114M rbna+6lYfomasaacma SIGNED: 7011312017 4.T ATE OF Luis R. Lomas P.E. FL No.: 62514 T I I* MIN EDGE DISTANCE MASONRY/CONCRETE BY OTHERS 1 1/4• MIN. EMBEDMENT 1/4• ELCO ULTRACON TAPCON SECT5796 CLIP OPTIONAL REBAR MT000022 CLIP 10 WOOD SCREW 1 3/8• LAIN. EMBEDMENT 1/2- MIN. WOOD FRAMING/ 2K BUCK EDGE BY OTHERS DISTANCE VERTICAL CROSS SECTION MASONRYICONCRETE AND WOOD FRAMING INSTALLATION NOTE: CLIPS MAY BE USED IN MASONRY/CONCRETE OR WOOD FRAMING SUBSTRATE. DI:StA6'ItON DATE I APPROWD REVISED INSTALLATION DETAILS 06/10/15 R.L. REVISED ANCHORING NOTES k INSTL CET. 08/07/17 R.L. W7000022 CLIP I #10 SMS OR i I SELF DRILLING SCREW METAL 1/2" MIN. STRUCTURE EDGE BY OTHERS DISTANCE VERTICAL CROSS SECTION PAETAL INSTALLATION MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 5764 — VERTICAL MULLION 83" MULLION SPAN INSTALLATION DETAILS DILCArt OIYG MD. V.L. 08—D1439 Srxt NTS — 01/11/12 S"-3 OF 4 L ROBERTO LONAS P.E. I4Y KDCDMRD RD LFWaVRLE NC 270M 4344894M 10arIllsobbnom CM SIGNED: 101112017 It.. 1I IL1o4f 5; 44AT EOF ;4 O . LuC SS O0ALuis R. Lomas P.E. FL No.: 62514 F-- 2.140 —i I I s t.tI SECT5764 MULLION ALUMINUM 6006•T3.12P THICK 1 f^ 0.688- 11" RF--1E5 2 REBAR 16 GA I.062) GAL VANQED STEEL NOTES: 1. CLIPS MAY BE USED IN MASONRY/CONCRETE OR WOOD FRAMING SURSTRATE. 2. FOR WOOD & METAL INSTALLATION USE ALL FOUR ANCHOR LOCATIONS. 3. FOR CONCRETE INSTALLATION USE 2 ANCHOR LOCATIONS ONLY WITH 3 1/4' SEPARATION BETWEEN ANCHORS. 3.261' 0.6251- L 4.000" 000 MT000022 CLIP 161314 (.0637 GALVANIZED STEEL SEE NOTE 2 d 3. THIS SHEET. 3.750' 2.189' 1. 0" 0.375" tlJ_ 0.843' I 2x 00.210' s52- r I 1.562" SECT5796 CLIP FOR WOOD FRAMING WSTAUA7700V ALLIAGNUM 6WS•TS.12S77fICK REV6104 oEscWan= I MTE .nPAMED REVISED INSTALLATION DETAILS 06/10/15 1 R.L. REVISED ANCHDRING NOTES & IRS% DET. 06/07/17 RL. 3.750" 1.000' 0.1i75- 0.42 2.032' 2.875` 0.84, 1- T— SECT5796 CLIP 2x o0.210' FOR CONCRETE INSTALLA N ALUMINUM 6063•TS .125' THICK NI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 5764 - VERTICAL MULLION 83" MULLION SPAN COMPONENTS owk! N0. V. L. Oat 08- 01439 swE NTS 04" 01/11/12 s"M4 OF 4 I- RMRTV LOM S oe 1132WOODF0RO RD LEWtSVW4 NC 27023 930- 6884M .mn SIGNED: 1011312017 511 f11I ILIA/ z A SE OFO 4 Luis R. Lomas P.E. FL No.: 62514 Florida Building Code Online https://www.floridabuildiiig.org/pr/pf_,ipp dtl.aspx?param=wGEVX... 1 I I tiff ProfessionalBusinessRegulation BCIS Home I Log to I User RegWratbn I Hot Topics Submit Surcharge ` Stats a Facts : Publication 1 Fae Staff I WIS Ste Map ' Lhks I Seam FI 'da Product Approval USER: Puboc user u?r14 sr.. eivAuct.hpprovalbenu a > A101^_Llst Application Oetall FL # FL13223-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer James Hardie Building Products, Inc. Address/Phone/Email 26300 La Alameda Ste. 2S0 Mission Vlejo, CA 92691 909)349-2927 pingsheng.zhu@jameshardie.com Authorized Signature Pingsheng Zhu pingsheng.zhu@jameshardle.com Technical Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909)349-2927 pingsheng.zhu@jameshardle.com Quality Assurance Representative Pingsheng Zhu Address/Phone/Emall 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng.zhu@jameshardle.com Category Panel walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Ronald I. Ogawa the Evaluation Report Florida license PE-24121 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Southard, P.E. Validation Checklist - Hardcopy Received Certificate of Independence COI RIQ - Certificate of Independence, rAf Referenced Standard and Year (of Standard) Standard tear ASTM C1186 2007 ASTM E330 2002 I of 3 4/132018, 7:29 AM Florida Building Code Online https://www.floridabuilding.org/pr/pr app_dti.aspx?param=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 fU3223 R4 Eouly RIO-26928-17 ASTM C1186 eaulvalency.od Method 1 Option 0 08/09/2017 08/2S/2017 08/28/2017 10/10/2017 Summary of Products Fl. !t— Model, Number or NameY - 13223.1 Cempanel Siding lLimits of Use Approved for use in HVH2: Yes Approved for use outside HVHZ: Yes I Impact Resistant: Yes Design Pressure: N/A Other: For use Inside a HVH2 Install In accordance with NOA 17-0406.06 13223.2 t HardiePanel Siding Limits of Use Approved for use In HVH2: Yes Approved for use outside HVH2: Yes Impact Resistant: Yes Design Pressure: N/A Other: For use Inside a HVH2 Install in accordance with NOA 17-0406.06 113223.3 vall Panel Siding I Limits of Use Approved for use in HVH2: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: For use Inside a HVHI Install in accordance with NOA 17-0406.06 Description - _- -- - fiber -cement panel siding _ `— Installation Instructions FL13223 R4 It cemQAagLInstallation.g_df F1.13223 R4 f[ NQq t7-Q .Q6 06 04f FL13223 R4 It Rt0 2689-1-17 Panel to Furring,gdf FL13223 R4 -It RIO-2686-17 Panel Wood Metal Frame,p4t verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13223 R4 AE NOA 17-0406.06.gdf FL13223 R4 AE RIO 2689-17 Panel to Furrina.gdf FL13223 R4 AE RIO-2686-17 Panel Wood Metal Frame.g_df Created by Independent Third Party: Yes fiber -cement panel siding - - - Installation Instructions r - FL13223 R4 It HardiePanel-Installation.pddf FL13223 R4 tl NOA 1-040,6&6,pdf Et13223 R4 II RIO 268Q-17 pparCl Fyrring,gdf FL13223 R4 11 RIO-2686-17 Panel Wood Metal Frame.gdf Verified By: Ronald L Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13223 R4 AE NOA 17-0406.06.gdf FL13223 R4 AE RIO 2%1-17 Panel to Furrino,gd< FL13223 R4 AE RID-2686-17 Panel Wood Metal Framg,pdf Created by Independent Third Party: Yes fiber -cement panel siding Installation Instructions ` FL13223 R4 If NOA 17-0406.06.pdf FL13223 114 11_Prevail-Panel-Installation.gdf FL13223 R4 11 RIO 2689-17 Panel to Furrino gdf FL13223 114 11 RIO-2686-17 Panel Wood Metal Fratne.Qdf verified By: Ronald 1. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports f 13 23 R4 AE NOA 17-0406.06.gdf FL13223 R4 AE RIO 2689-17 Pan Lto Furring,Qdf FL13223 R4 AE Rom( -2"@ L7Panel Wood Meta!-frame.p Created by Independent Third Party: Yes eadt Neat Csntart W n 2 DI WILStu&&od,jlkhAss".EL32322 PLone: 050-4117-1124 The Slate or M Ue is an AA/FE0 empbyer. roavhhe 2007.20t? State of Plertla.:: fthMrv-_taS, Ca :: &&yjtatemem :: Rerun Statement 2 of 3 4/13/2018, 7:29 AM Florida Building Code Online hUps://www.tloridabui lding.org/pr/pr_app_dti.aspx?param=wG EVX... Under FkxEa law. email addresses are pubic words. Q you do not want your e-mall address released In response to a pubto-recard5 request, do not send electronic mat to this entity. Instead, contact the office by phone or by traditional mal tT you have any questions, please contact 8SO.487.139S. *Pursuant to Section 4SS.27S(1), Florida Statutes, effective October 1, Mill, licensees licensed under Chapter 4SS. F.S. must provide the Department with an email address f they have one. The emats provided may be used for official communication wth the licensee. However email addresses are public record. ff 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 d you are a licensee under Chapter 4SS, F.S., please Ctkk Irene . Product Approval Accepts: r.;a a Credit Card Sate 3 of3 4/13/2018, 7:29 AM Florida Product Approval HardiePanel® Siding For use inside HVHZ: I 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. i For use outside of HVHZ, o HardiePanel Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Reports RIO-2686-17 or RIO-2689-17. Consult the HardiePanel product installation instructions on the follow pages for all other installation requirements. m Hardie Pane I" IZVertical Siding ,% JamesHardie EFFECTIVE SEPTEMBER 2013 MM INSTALLATION REOUIREMENTS RESIDENIIAL SINGLE FAMILY ONLY . PRIMEU & COLORPLUS- PRODUCt! ytsit ff gg vI ale far the most recent version. SMOOTH - CEDARMILL® is SELECT SIERRA 8 • STUCCO IMPORTANT. FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WiTH APPLICABLE BUILDING CODES AND JAMES HARDIE WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY. BEFORE INSTALLATION, CONFIRM THAT YOU ARE USING THE CORRECT HARDIEZONE INSTRUCTIONS. INSTALLATION OF HZ107m PRODUCTS OUTSIDE AN HZ100 LOCATION WILL VOID YOUR WARRANTY. TO DETERMINE WHICH HARDIEZONE APPLIES TO YOUR LOCATION, VISITWWW.HARDIEZONE.COM OR CALL 1-866-942-7343 (866 9HARDIE) STORAGE & HANDLING: Store flat and keep dry and covered prior to installation. Installing siding wet or saturated may result in shrinkage at butt joints. Carry planks on edge. Protect edges and comers from breakage. James Hardie is not responsible for damage caused by improper storage and handling of the product. CUTTING INSTRUCTIONS cumoons 1. Pmit on culling station so that wild will blow dust av2y from user INDOORS. Cut only using score and snap, or shears (manual, electric or pneumatic). and others in vo; q area 2. Position cutting station in well -ventilated area 2 use one at the 9 ffishodt; a. Bost: I. Score and snap 1. Smears anannral, electric or pneumatic) - NEVER use a power saw indoors b. Better: L Dust retlroidg circular saw Mapped with a . NEVER use a dfa& saw Blade that does not Can the Han vEbde saw blade inIftnak HardeBiade' saw blade and HEPPA vaatum edradim NEVER dry sweep — use wet suppression or IIEPA Vacuum c. Good: L Debt reducing circular saw Wth a Harda&ade saw blade Only use k1r law to moderate cuninlp) hlgadard Note: For maximum protection (lowest respirable dust productiA. James Hanle raw rimends always using 13esl'•tavel culling methods where feasible. NIM,approved respirators can be used in coniu[,tion with above tilting practices to further reduce dust spasm Additional exposure Indication is avalift at~4affleSholdill. 0001 to rat allow help you Mould die most eMrdys oaua, B carp cutting method for dal r jab requirements. II concern sill exists aboul aposure levels ar you comply pacbm you hygie t a eomaciJames Hanle for furtherintonation. sae3105 GENERAL REQUIREMENTS: These instructions to be used for residential single family installations only. For Commercial / Multi -Family installation requirements go to %vww.JamesHardecommercial.com HardMvertical siding can be installed over braced wood or steel studs spaced a maximum of 24" D.C. See genemal fastening requirements. Irregularities in framing and sheathing can mirror through the finished application. James Hardie moommends installing HardieParel on a capillary break (rainscreerUhuring) as a best practice. Information on Installing James Hardie products over foam can be located in JH Tech Bulletin 19 at www. lamehardie.com A water -resistive barrier is required in accordance with local building code requirements. The water -resistive baffler 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 compiles with building code requirements. When Installing James Hardie products all clearance details in figs. 5,6,7,8,9,10&11 must be followed. Adjacent finished grade must slope away from the building In accordance with local building codes - typically a minimum of 6" In the first 10'. Do not install James Hardie products, such that they may remain in contact with standing water. HardlePanel vertical siding may be installed on vertical wall applications only. 00 NOT use HardiePanel vertical siding in fascia or Trim applications. Some application are not suitable for ColorPlus. Refer to ColorPlus section page 3. DO NOT use stain, oiltatkyd base paint or powder coating on James Hardie®Products. For larger projects, including commerc) al and multi -family projects, where the span of the wall is significant in length, the designer and/or architect should take Into consideration the coefficient of thermal expansion and moisture movement of the product in their design. These values can be found in the Technical Bulletin 8'Expansion Characteristics' at www. JamesHardle.com. INSTALLATION: Joint Treatment Fastener Requirements • Vertical Joints - Installpanelsin moderate contact (fig. 1), alternatively Position fasteners 3/8" frompaneledgesandnocloserthan2" away from corners. Do not nail into corners. joints may also be covered with battens, PVC or metal jointers or HardiePanel Vertical Siding n nailInsInto on caulked (Not applicable to ColorPlus Finish) ( fig. 2). Framing must be provided at horizontal and vertical edges for nailing. •Horizontal Joints Provide 2-flashing at all horizontal joints (fig. 3). HardiePanel vertical siding must he joined on stud. Figure 2 Figure 3 Double stud may be required to maintain minimum edge water -resistive beater w°tar ra t° b°•I°r Y q g 4 0hasllw vratrrc stFw nailing distances. 2 x ° °'°d Figure 1 s4—umer panel , upper panel tu Do not Vil' gap Do not 1/4" gap vvatarrier e ; Caulk barrier , ; sheathing HardleP°nel Batten Joint "H" Joint '+ Z-Ileshag I Z-fleahhg i o ° vertical siding water-mslstWa barrier clawrative z 4 stud r keee nails band ( ward ITtim 3/ a min. panel lower from pawQ panel edges o Figure 4 plate 3W leave appropriate gap between Recommendation: When o parkas•'t'•r' caulk' Installing San 8, provide moderate contact Caulk Joint a double stud at net NOT eppliable toCAtgPltrs• Finish) jphlts t0 avoid nacMp keep fasteners 2' 'Apply caulk in accordance with caulk through W—. away hem comers I mamAactuns s written application Instnrctlans. For additional information on HardlaWr '" Weather Barter, consult James Hardie at t-888.4Hardie or www.hardiewmp.com WARNING: AVOID BREATHING SILICA DUST James Harder' products rmtain regfrable oyslelfne dNa. ° Afrh is known to the Skate of California to cause titer ant is aaWdcred by WIC and Ia05H to be a carte of cancer from some axupa:W IS ammel. Breathing F r P 4 d eamarnls°trespirededBadstcnalsocamadsealingandpotentiallylatelkigdseaSataltedellamis. adaaabemWeWwpnMGdseasrs. SemeSlulesaggounciNnpmay lnaemthese rift. During hatefieft a hardi g: (1) wwk to outdoor areas with ample vmatallon; W tee fihercernera Me i for citing or. wren not fusible, use a rlade&aa9•saw Made ad dust•redudrq dralarsaw anadred to a HEPA vacuum; L) van dews In the immediate area; (4) wear a prqattfided. 1-sopraed mop mask or res"or (e.g. N-95) In aoeordarce vdh applicable goumrnaf regulators and manufac4rer Instr caore to runner limb respbehls diva mocc res. During dem-up, use HEPA vacianm or wet doM methods - never dry sweep. For Antler 9. on. lion. refer to our hstallatlan kwtnrctiers and Matelot Salary Data Seed ovabahle at www.lamasharde.com or bf alWq I.800.9114iO1E ( I.OW942-7343). FALUE TO ADWA TO OUR WARNINGS. MSDS, AND INSTALLATION INSiAUCTIONS MAY LEAD TO SErIgUS PERSONAL. a1Alt1Y OR DEATH. HS1236 - P1/3 1/13 A >o. CLEARANCES Install siding and trim products in Maintain a minimum 1" Maintain a minimum 1" 2" clearance At the juncture of the roof and vertical compliance with local building code - 2' clearance between between James Hardie products surfaces, flashing and counterflashing requirements for clearance between James Hardie* and decking material. shall be installed per the roofing manufacturer's Instructions. Provide a the bottom edge of the siding and products and paths. Figure 7 minimum 1 "- 2" clearance between the adjacent finished grade. steps and driveways. Figure 5 8°d Figure 6 I 1': 2• min bottarn Plata oanoretufoundation Maintain a minimum 1" gap between gutter end caps and siding 8 trim. Figure 9 siding gutter and and cap 0o not bridge floors with HardiePanelO siding. Horlmntal joints should allays be created between floors (Fiig.10). water - Resistive Hamer Fremirq Figure 10 ; Horizontal 11 flO01tfg Trion G d. 8tteathft i rasda ;• M9 Panel• 1 BLOCKED PENETRATIONS 11 Penetrations such as hose bibs and holes 1 14' or larger such as dryer vents should have a block of trim around point of penetration. GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel. Electro-galvanized are acceptable but may exhibit premature corrosion. James Hardie recommends the use of quality, hot -dipped galvanized nails. James Hardie Is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing James Hardie products near the ocean, large bodies of water, or in very humid climates. Consult applicable product evaluation or Iisfing for correct fastener type and placement to achieve specific design wind loads. NOTE: Published wind loads may not be applicable to all areas where Loral Building Codes have specific jurisdiction. Consult James Hardie Technical Services if you are unsure of applicable compliance documentation. Drive fasteners perpendicular to siding and framing. Fastener heads should fit snug against siding (no air space). (fig. A) Do not over -drive nail heads or drive nails at an angle. If nail is countersunk, fill nail hole and add a nail. (fig. B) For wood framing, under driven nails should be hit flush to the plank with a hammer (for steel framing, remove and replace nail). NOTE: Whenever a structural member is present, HardiePlank should be fastened with even spacing to the structural member. The tables allowing direct to OS8 orplywood should only be used when traditional framing is not available. Do not use aluminum fasteners, staples, or clipped head nails. Snug Flush Q j71r14 Countersunk flit 8 add nail Figure A ti\\yV Figure B do not under drive nails no HOTSTAPLE the roofing and the bottom edge of the siding and trim. Figure 8 II l yV-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. KICKOUT FLASHING Because of the volume of water that can pour down a sloped roof, one of the most critical flashing details occurs where a roof intersects a sidewall. The roof must be flashed with step flashing. where the roof terminates, install a kickout to deflect water away from the siding. It is best to install a self -adhering membrane on the wall before the subfascia and trim boards are nailed in place, and then came back to Install die 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 Ir.'] ttaiaa.. 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 y >o, CAULKING For best results use all Elaslnmeric Joint Sealant crImplying with ASTM C920 Grade NS, Class 25 or higher or a Latex Joint Sealant complying with ASTM C834. Caulking/Sealant must be applied in accordance with the caulking/sealant manufacturer's written instructions. Note: OSI Ouad as well as some outer 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. ( 00 NOT use stain, oiValkyd base paint, or powder coating on James Hardie® Products. James Hardie products James Hardie touch-up kits are required must be painted within 180 days for primed product and 90 days for unprimed.100% acrylic topcoats are to touch-up ColorPlus products. recommended. Do not paint when wet For application rates refer to paint manufacturers specifications. Bade -rolling Is recommended if the siding is sprayed. COLORPLUS• TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Care should be taken when handling and culling James Hardie® ColorPlus® products. During Installation use a wet soft cloth or soft brush to gently wipe off any residue or construction dust left on the product, then inse with a garden hose. Touch up nicks, scrapes and nail heads using the ColorPlue Technology touch-up applicator. Touch-up should be used sparingly. I( large areas require touch-up, replace the damaged area with new HardiePanel• siding with ColorPlus Technology. Laminate sheet must be removed immediately after installation of each course. Terminate non -factory cut edges into trim where possible, and caulk. Color matched caulks are available from your ColorPlus® product dealer. Treat all other non -factory cut edges using the ColorPlus Technology edge coaters, available from your ColorPlus product dealer. Note: James Hardie does not warrant the usage of third party touch-up or paints used as touch-up on James Hardie ColorPlus products. Problems with appearance or performance arising from use of third party touch-up paints or paints used as touch-up that are not James Hardie touch-up, will not be covered under the James Hardie ColorPlus Limited Finish Warranty. The following outlines the recommended applications for ColorPlus and Primed panels. Not all designs will be suitable for every application: Exposed fasteners or battens is the recommended application for ColorPlus panel products Do not use touch-up over fastener heads for smooth ColorPlus products - primed panel recommended For ColorPlus panel applications that require fasteners in the field, it is acceptable to use touch-up over fasteners for Cedarrnill and Stucco panel only, but correct touch-up application is important. Some colors may show touch-up when applied over fasteners. Trim is recommended to cover joints when appropriate. PAINTING JAMES HARDIE• SIDING AND TRIM PRODUCTS WITH COLORPLUS• TECHNOLOGY When repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application: Ensure the surface is clean, dry, and free of any dust, dirt, or mildew Repriming is normally not necessary 100% acrylic topcoats are recommended 00 NOT use stain, oiValkyd base paint, or powder coating on James Hardie® Products Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature FOWNTION: In accordance vdth IMES Ewluallm Report ESR•1844, HardePardS verecel siding Is recogized as a arita0le afiorrato to that specified in: the 2096.2009, 8 2012 entenadoral Residential Cade for Ono -and twFamey iNveRgs and the 2006. 2009. 3 2012 hematimal euidsg Code. llareftd venial slang Is alm recagized for application In the tdlmft City of des Angeles Research Report No. 24862. goof Florida listing FUN9, Dade County. Florida NOA No. 02-0729.02. U.S. 00. of HUD Alaterlals Release 1263c. Texas Depa Unen of Instance Product Evahatlm EC-23, City of New York MEA 223.Mi. and California DSA PA-019. NEso doarrM shordd also be conwIted for additional fnlornatian eoncoatirg the suitability of M product for spedfc appllcallOrm 0 2013 Jaynes Hardie Building Products. All rights reserved. TM. SM, and ® denote trademarks or registered trademarks of Additional Installation Information, • James liardleTechralogyLimited R is registered Warranties, and Warnings are available at tJameSHardle trademark of James Haidie Technology Limited. www.jameshardie.com 101 HS1236 - P3rJ 6/13 Florida Building Code Online hops://www. floridabu i Id i ng. org/pr/pr_app_dtl.aspx?param=wG EV X... U Ousiness &-ProfessionalRegulation r r r SCIS Home I Loy In j User Reortratlon I Hot Topics Submt SurWrge j Stats a Facts I Abitations I FBe Staff I SCLS Ste Map I Links 1 Search I dopFlofjda r Product Approval IUSER: Pudlt User P.roduaAa 1wA &= > Prnrhrt or ApWMljVn Search > AODikAWrl List > Application Oatall FL # 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@aluminumcollsinc.cam 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@aluminumcolisinc.com Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report Florida License PE-74021 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 06/19/2020 Validated By Locke Bowden P.E. Validation Checklist - Hardcopy Received Certificate of independence FL12194 R7 COI ALC1S0 .cal 4 2017 FBC Evaluation Report 04 T4 Soffits Final.of. Referenced Standard and Year (of Standard) Standard AAMA 1402 Equivalence of Product Standards Certified By Year 2009 I 1 of 2 4/13/2018, 7:37 AM Florida Building Code Online https://www. floridabuilding.org/pr/pr_app_oti.aspx?parain=wGEV X... Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/15/2017 Date Validated 12/15/2017 Date Pending FBC Approval 12/20/2017 Date Approved 02/13/2018 Summary -of Products 12194.1 fL >R Model, Number or Name Desertption Alumunum Coils Aluminum Soffit Aluminum soffit panels Limits of Use Installation Instructions - Approved for use in HVHZ: No FL32194 R7 11 ALC15001.j- 2017 FBC Evaluation Repo Approved for use outside HVHZ: Yes Q4 T4 Soffits Final.pdf i Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021 Design Pressure: +80/-90 Created by Independent Third Party: Yes Other: See Evaluation Report for limits of use. Evaluation Reports FL12194 R7 AE ALC15001.4 2017 FB_C_Eyaluatlon R@pDrt i Q4 T4 Soffits Final.pdf Created by Independent Third Party: Yes V` CUSLAC .US :: 2801 Blau stQAA-80ed.-Rkhtssee.EL.3239Y. Phone, a5o•4117.1a24 The State of Florida Is an AAfEEO employer. Ceovrinht 2007.2013 state f elotda.:: edyecy.Statemegt :: AmeSsbl ty_Statement :: athodmetamem Under Florida law, emal addresses are pubic records. If you do not want your e-mall address released In response to a pubic -records request, do not send electronic mat to this entity. Instead, contact the office by phone or by tradtional mal If you have arty questions, please contact B5o.487.139S. 'Pursuant to Section 4S5.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department welt an email address If they have one. The emals provided maybe used for official communication wth the licensee. However email addresses are public record. tl you do not wish to supply a personal address, please provide the Department with an emal address which can be made avalable to the public. To determine IT you are a licensee under chapter 4SS, F.S., please ckk her_. Product Approval Accepts: Credit Card Sate 2 of2 4/13/2018, 7:37 AM CREEK TECHNICAL SERVICES, LLC Certificate of Authorization No. 29824 17520 Edinburgh Or 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.aluminumeoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1709.10 Properties: Wind Resistance REFERENCES Entity Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1947W AAMA 1402 2009 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-008-02-01 AAMA 1402 2009 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1609. 3. Soffits shall be labeled in accordance with FBC Section 1709.10. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. ALC15001.4 FL12194-R7 Pane 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty. Installation, recommended use, or other product attributes that are not specifically addressed herein. 0 CREEK ALUMINUM COILS, INC soffits TECHNICAL SERVICES, LLC PRODUCT DESCRIPTIONS 318" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 3/8" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. 16" 04 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit anels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in /lin.ft. for the 'full vent' configuration and 11.1 in2/lin.ft. and for the 'center vent' configuration. See Appendix D for dimension drawings. 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit2panels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft. for the 'full vent configuration and 4.2 in2AMA. for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001.4 FL12194-R7 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 614320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, a Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. v4 rRrrP', No 74021 STATE OF :4J ONA1 S``` CERTIFICATION OF INDEPENDENCE 2017.12.14 i-- 16:21:34 Qj - 05'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A —Approved Systems (11 pages) 2) APPENDIX B —Installation Drawings (19 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001.4 FL12194-R7 Page 3 of 3 This evaluation report is provided for Stale of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1404.5.1. 2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details are as follows: a. 12' T4 Soffit —12-inch o.c. Fastener Fastener Location Location b. 12' T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Location Location Location Location c. 16' 04 Soffit —16-inch o.c. Fastener Fastener LocFGon Location ALC15001.4 FL12194-R7 Page 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. CREEK TECHNICAL SERVICES, LLC d. 16' 04 Soffit — 8-inch o.c. Fastener Lotion Fastener Fastener Loc tion ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 10.SJ -y Approved Systems for 10.5-inch Soffit Span with J-Channel at Wall and Eave 12F.A Approved Systems for 124nch Soffit Span with F-Channel and Fascia Ca 12.14 Approved Systems for 12-inch Soffit Span with J-Channel and Fascia Ca 12 roved Systems for 124nch Soffit Span with J-Channel at Wall and Eave 4.5J 4 Approved Systems for 14.54nch Soffit Span with J-Channel at Wall and Eave 16F-# Approved Systems for 164nch Soffit Span with F-Channel and Fascia Ca 1 Jat Approved Systems for 16-inch Soffit Span with J-Channel and Fascia Ca 1 JJ roved Systems for 164nch Soffit Span with J-Channel at Wall and Eave 22.SJ -# Approved Systems for 22.54nch Soffit Span with J-Channel at Wall and Eave 24F-# Approved Systems for 244nch Soffit Span with F-Channel and Fascia Ca 24.14 Approved Systems for 244nch Soffit Span with J-Channel and Fascia Ca 41J4 1 Approved Systems for 24-inch Soffit Span with J-Channel at Wall and Eave Appendix A Approved Systems for Maximum 10.5-inch Soffit Span with J-Channel at Wall and Eave Wall Connection Eave Connection System Panel MDP No. Width psf) Substrat J-Channel Substrate J-Channel e Attachment Attachment Three (3) 18 ga.1/44nch crown x 1-inch leg staples in diamond pattern spaced 244nch o.c. securing Three (3) 18 ga.1/44nch crown x 14nch leg staples in Max J-Channel to joists; diamond pattern spaced 24-inch o.c. securing 10.SJJ-1 164nch Wood One (1) 18 ga.1/4-Inch crown x 1-inch leg staples Wood J-Channel to joists; t59.6 located in the horizontal leg of the J hannel spaced One (1)18 ga.1/4-inch crown x 1-inch leg staples located 124nch o.c. in the horizontal leg of the J-Channel spaced 12-inch o.c. ALC15001.4 FL12194-R7 Page 2 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC ALUMINUM COILS, INC soffits Appendix A Approved Systems for Maximum 12-inch Soffit Span with F-Channel and Fascia Cap Wall Connection Eave Connection System Panel MDP No. Width POSubstrateF-Channel Attachment Substrate Panel Attachment Fascia Cap Attachment Max One (1) min. 3/8-inch head dia. nail, One (1) min. 318 x 3/84nch crown One (1) min. 1 3r44nch long x 0.0724nch dia. x min. 3/16- t4012F116-inch Wood min. 1.25 inch embedment spaced W staple spaced 16-inch O.C.inch head dia. trim nail 24-inch o.c. spaced 364nch o.c. One (1) 14 ga. 5/84nch long T nail or One (1) min. 1 3/44nch long x 12F-2 Max. Masonry 9 ga., min. 5/84nch long Stub Nail WoodWo One (1) min. 318 x 3/8-inch crown 0.0724nch dia. x min. 3/16- t40 164nch with 3/84nch diameter head spaced staple spaced 164nch o.c. inch head dia. trim nail 84nch o.c. spaced 364nch o.c. Max. Three (3) min. 3/4-inch x 1/44nch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/44nch long x 0.0724nch dia. x min. 1/4-inch 48 12F 3 16 inch Wood crown staples in diamond patternWood crown staple spaced 84nch 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. 5184nch long T nail or One (1) min 3/44nch x 1/44nch One (1) min. 1 3/44nch long x 12F 4 Max 164nch Masonry 9 ga., min. 5/8-inch long Stub Nail with 3/84nch diameter head spaced Wood crown staple spaced 8-inch 0. 0724nch dia. x min. 1/4-inch head dia. trip nail spaced 48- 48 64. 2 8- inch o.c. and securing each panel lap pinch o.c. Approved Systems for Maximum12-inch Soffit Span with J-Channel and Fascia Cap Wall Connection Eave Connection System Panel MDP No. Width p s Substrate J- Channel Attachment Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Three ( 3) min. 3/4- inch x 1/44nch crown One ( 1) min. #8 x 1/2-inch One (1) min 3/4-inch x One (1) min. 1 3/4-inch long x 48 12J- 1 Max. 16 nch Wood staples in diamond long x 318-inch head diameter screw spaced 16inch o.c. Wood 1/4-inch crown staple 0. 072-inch dia. x min. 1/4anch head dia. trip nab spaced 48- 64.2 pattern spaced 24- connecting soffit to J-channel spaced 8-inch o.c. inch o.c. inch o.c. ALC75001. 4 FL12194-R7 Page 3 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, L,LC 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 psf) Substrate J-Channel Substrate J-Channel Attachment Attachment Three (3)18 ga.1/44nch crown x 1-inch leg staples in Three (3) 18 ga.1/4anch crown x I4nch leg staples in diamond pattern spaced 24-inch o.c. securing diamond pattern spaced 124nch o.c. securing 12JJ-1 Max. Wood J-Channel to joists; Wood J-Channel to fascia; 70 16 inch One (1) 18 ga.1/44nch crown x 1-inch leg staples One (1) 18 ga.1/44nch crown x 1-inch leg staple securing 60 located in the horizontal leg of the J-Channel spaced the nailer of each female lock or spaced 164nch o.c. 124nch o.c. I I securing each panel lap Approved Systems for 14.5-inch Soffit Span with J-Channel at Wall and Eave Wall Connection Eave Connection System Panel MDP No. Width ps{) Substrate J-Channel Substrate J-Channel Attachment Attachment Three (3) 18 ga.1/4-inch crown x 14nch leg staples in Three (3) 18 ga.1/44nch crown x 14nch leg staples in Max. diamond pattern spaced 244nch o.c. securing J-Channel to joists; diamond pattern spaced 24-inch o.c. securing 14 5JJ-1 164nch Wood One (1)18 ga.1/4-inch crown x 14nch leg staples Wood J-Channel to joists; t43.3 located in the horizontal leg of the J-Channel spaced One (1) 18 ga.1/44nch crown x 1 inch leg staples located 12-inch o.c. in the horizontal leg of the J-Channel spaced 124nch o.c. ALC15001.4 FL12194-R7 Page 4 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for Maximum 164nch Soffit Span with F-Channel and Fascia Cap Wall Connection Eave Connection System Panel MDP No. Width Psi Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1)14 ga. 5/8-inch long T nail or One (1) 18 ga. 1/44nch crown x One (1) min. 1.754nch x 0.072-inch diameter 16F-1 Max. Masonry 9 ga., min. 5/84nch long Stub Nail Wood 1-inch leg staple spaced max. finishing nail with min. 3/16- 353.3 12-inch with 3/84nch diameter head spaced 44nch o.c. and securing each inch head spaced max. 84nch o.c. panel lap 124nch o.c. Three (3) 18 ga.1/44nch crown x 1- One (1) 18 ga. 1/44nch crown x One (1) min. 1.754nch x 0.0724nch diameter 16F-2 Max. 12-inch Wood inch leg staples in diamond pattern Wood 1-inch leg staple spaced max. 44nch o.c. and securing each finishing nail with min. 3/16- 353.3 spaced 164nch o.c. panel lap inch head spaced 124nch o.c. One (1) 14 ga. 5/84nch long T nail or One (1) min 3/84nch x 3/84nch One (1) min. 1 3/44nch long 16F-3 Max. 164nch Masonry 9 ga., min. 5/84nch long Stub Nail with 3/84nch diameter head spaced Wood crown staple spaced 16-inch x 0.072 inch dia. x min. 3/16-inch head dia. trim nail 325.6 8-inch o.c.spacedO.C. 36-inch o.c. Max. One (1) 31114nchhead dia. nail, min. One (1) min 3/84nch x 3/8-inch One (1) min. 1 ia. inch long dx0.072 inch dia. x min. 16F-4 16-inch Wood 1.254nch embedment spaced 24- Wood crown staple spaced 164nch 3/16-inch head dia. trim nail 325.6 inch o.c. o c spaced 364nch o.c. One (1) min. 1 3/44nch long Max. Three (3) min. 3/44nch x 1/4-inch One (1) min 3/44nch x 1/44nch x 0.072-inch dia. x min. 1/4- 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 48-Inch o.c. One (1)14 ga. 5/84nch long T nail or One (1) 18 ga. 1/44nch crown x zOne (1) min. diameter0.072-inch diameter 16F 6 Max. Masonry 9 ga., min. 5/8-inch long Stub Nail Wood 1-inch leg staple spaced 44nch nil vfinishingnailwith min. 3/16- 343.3 16-inch with 3!8-inch diameter head spaced o.c. and securing each panel inch head spaced 84nch o.c. lap 164nch o.c. Three (3)18 ga. 1/4-inch crown x 1- One (1) 18 ga. 1/44nch crown x One (1) min. 1.75-inch x 0.0724nch diameter 16F-7 Max. 164nch Wood inch leg staples in diamond pattern Wood Cinch leg staple spaced panelo.c. and securing each panel finishing nail with min. 3/16- 43.3 spaced 16-inch o.c. inch head spaced 16-inch o.c. ALC15001.4 FL12194-R7 Page 5 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 not imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for Maximum 16-inch Soffit Span with J-Channel and Fascia Cap Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/44nch x 1/44nch One (1) min. 1 314inch 16J-1 Max. Wood crown staples diamond pattern Wood One (1) min 3/44nch x 1/4-inch long x 0.0724nch dia. x 23.5 16-inch spaced 24 nch o.c. crown pacencO.C.n staplespacedflihmin. 1/4-inch head dia. trip 31.4 nail spaced 484nch o.c. Approved Systems for Maximum 16-inch Soffit Span with J-Channel at Wall and Eave Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate J- Channel Substrate J- Channel Attachment Attachment Three (3) 18 ga.1/44nch crown x 14nch leg staples in Max. diamond pattern spaced 244nch o.c. securing J-Channel to joists; Three (3) 18 ga.1 /4-inch crown x 14nch leg staples in 16JJ 1 164nch Wood One ( 1) 18 ga.1/4-inch crown x 14nch leg staples Wood diamond pattern spaced 8-inch o.c. securing 132.7 located in the horizontal leg of the J•Channel spaced J-Channel to fascia 12-inch o.c. Three (3) 18 ga.1/44nch crown x 1-inch leg staples in Three (3) 18 ga.1/4-inch crown x 14nch leg staples in diamond pattern spaced 244nch o.c. securing diamond pattern spaced 12-inch o.c. securing 16JJ-2 Max. Wood J- Channel to joists; Wood J-Channel to fascia; 43.3 164nch One ( 1)18 ga.1/4-inch crown x tminch leg staples One (1)18 ga.1/44nch crown x 14nch leg staple securing 33.3 located in the horizontal leg of the J-Channel spaced the nailer of each female lock or spaced 164nch o.c. 12-inch o.c. I I securing each panel lap ALC15001.4 FL12194R7 Page 6 of 11 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for Maximum 22.5-inch Soffit Span with J-Channel at Wall and Eave Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate J-Channel Attachment Panel Attachment Substrate J-Channel Attachment Three (3)18 go.1/44nch crown x One (1) 18 go.1/44nch crown x Three (3) 18 go. 1/4-inch crown 14nch leg staples in diamond 14nch leg staple securing the nailer x 14nch leg staples in diamond pattern spaced 244nch o.c. of each female lock or spaced 16- pattern spaced 244nch 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; 342 1 164nch One (1)18 ga.1/4-inch crown x One (1) 18 go.1/44nch crown x 14nch leg staples located in the One (1) min. 1.75-inch x 0.0724nch 14nch leg staples located in the horizontal leg of the J-Channel diameter finishing nail with min. horizontal leg of the J-Channel spaced 124nch o.c. 3/16-inch head spaced spaced 12-inch o.c. 44nch o.c. Approved Systems for Maximum 24-inch Soffit Span with F-Channel and Fascia Cap Wall Connection Center Connection Eave Connection System Panel MDP No. Width Psi Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) 18 ga.1/44nch Nominal 1)Q crown x 1-inch leg No.2 SYP staple spaced Three (3) 18 go.t/4- anchored to 12-inch o.c. securing One (t) 18 go. 114- One (1) min. 1.754nch x 24F-1 Max. Wood Wood inch crown x 14nch leg staples in rafter with one each panel lap Wood inch crown x 14nch 0.072-inch diameter finishing nail with min. 80 124nch diamond pattern min. 2.25- loch x 7d ring One (1) min. 1.75-inch leg staple spaced 8- inch o.c. 3/164nch head spaced 90 spaced 164nch o.c. shank nail x 0.0724nch diameter 124nch o.c. 24-inch o.c. finishing nail with min. 3/164nch head spaced 44nch o.c. ALC15001.4 FL12194-R7 Page 7 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix A Approved Systems for Maximum 24-inch Soffit Span with F-Channel and Fascia Cap Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced One (1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.754nch x Max. inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0.0724nch diameter BO 24F-2 12 inch Wood smooth shank rafter with one Wood leg staple spaced 8 finishing nail with min. 76.6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.754nch c' 3/16-inch head spaced 16-inch o.c. inch ring shank x 0.072-inch diameter 124nch o.c. nail 244nch o.c. finishing nail with min. 3/16-inch head spaced 44nch o.c. One (1) 18 ga.114-inch crown x 1-inch leg One (1) 14 ga. 518- Nominal 1x2 staple spaced inch long T nail or 9 No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.754nch x Max. ga., min. 5/84nch anchored to each panel lap inch crown x 1-inch 0.0724nch diameter BO 24F-3 12 inch Masonry long Stub Nail with rafter with one Wood leg staple spaced 8 finishing nail with min. 76.6 3/8-inch diameter 1) 7d x 2.25- One (1) min. 1.754nch inch o.c. 3/164nch head spaced head spaced 8-inch inch ring shank x 0.0724nch diameter 124nch o.c. O.C. nail 244nch o.c. finishing nail with min. 3/164nch head spaced 44nch o.c. One (1) 18 ga.1/4-inch crown x 14nch leg Nominal 1x2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga.114- anchored to lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one 164nch o.c. securing inch crown x 1-inch 0.0724nch diameter 8024F-4 164nch Wood leg staples in 1) min. 2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. 60 diamond pattern inch x 7d ring inch o.c. and securing 3/164nch head spaced spaced 164nch o.c. shank nail One (1) min. 1.75-inch each panel lap 164nch o.c. 24-inch o.c. x 0.0724nch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.4 FL12194-R7 Page 8 of 11 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for Maximum 24-Inch Soffit Span with F-Channel and Fascia Cap Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female One (1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.754nch x inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 14nch 0.0724nch diameter 24F-5 16M tech Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 600 roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/164nch head spaced 164nch o.c. inch ring shank One (1) min. 1.75-inch each panel lap 164nch o.c. nail 244nch o.c. x 0.0724nch diameter finishing nail with min. 3/164nch head spaced flinch o.c. One (1) 18 ga.1/44nch crown x 1-inch leg staple securing the One (1) 14 ga. 5/8- Nominal 1x2 nailer of each female inch long T nail or 9 No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.754nch x Max. ga., min. 5/8-inch anchored to 164nch o.c. securing inch crown x 14nch 0.0724nch diameter 80 24F-6 16-inch Masonry long Stub Nail with rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 60 3/8-inch diameter 1) 7d x 2.25- inch o.c. and securing 31164nch head spaced head spaced 84nch inch ring shank One (1) min. 1.75-inch each panel lap 164nch o.c. O.C. nail 244nch o.c. x 0.0724nch diameter finishing nail with min. 3/164nch head spaced 44nch o.c. ALC15001.4 FL12194-R7 Page 9 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix A Approved Systems for Maximum 24-inch Soffit Span with J-Channel and Fascia Cap Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 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.1/44nch crown through the rafter securing each panel One (1) 18 ga. /.- One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the lap inch crown x 1-inch x 0.072-inch diameter 24J-1 124nch 1) min. 2.25- staples in diamond batten or two (2) min. 2.25-inch x 7d One (1) min. 1.75- Wood leg staple spaced finishing nail with min. 3116-Inch head spaced 160 inch x 7d ring pattern spaced 16- ring shank nails toe- inch x 0.0724nch 8minch o.c. 12-inch o.c. shank nail 244nch o.c. inch o.c. nailed on either side diameter finishing of the batten at nal with min. 3/16- each batten/rafter inch head spaced intersection. Max. 44nch o.c. rafter spacing is 24-inch o.c. . Nominal tx2 No.2 SYP scabbed One (1) 18 ga.1/4- between rafters with inch crown x 1-inch one (1) min. 2.25- leg staple securing Nominal 1x2 inch x 7d ring shank the nailer of each No.2 SYP Three (3)18 nal straight -nailed female lock or One (1) 18 ga.'/.- anchored to ga.1/4-inch crown through the rafter spaced 164nrh o.c. inch crown x 1-inch One (1) min. 1.75-inch Max. rafter with one z 1-inch leg into the end of the securing each panel leg staple spaced x 0.072-inch diameter 24J-2 164nch 1) min. 2.25- staples in diamond batten or two (2) lap Wood 8-inch o.cand finishing nail with min. i53.3 inch x 7d ring pattern spaced 16- min. 2.254nch x 7d ring shank nails toe- One (1) min. 1.75- securing each panel 3/ 164nch head spaced 16- inch o.c. shank nail 24 nch o.c. inch o.c. nailed on either side inch x 0.0724nch lap of the batten at diameter finishing each batten/rafter nail with min. 3/16- intersection. Max. inch head spaced rafter spacing is 44nch o.c. 244nch o.c. ALC15001. 4 FL12194-R7 Page 10 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix A Approved Systems for Maximum 24-inch Soffit Span with J-Channel at Wall and Eave Wall Connection Center Connection Eave Connection System Panel MDP No. Width Psill Substrate J-Channel Attachment Panel Attachment Substrate J-Channel Attachment Three (3) 18 ga.1/4-inch crown x One (1)18 ga.1/44nch crown x 14nch leg staples in diamond 1-inch leg staple securing the nailer Three (3) 18 ga.1/4-inch crownpatternspaced244ncho.c. of each female lock or spaced 16- x 1-inch leg staples in diamond 24JJ-1 Max. Wood securing J-Channel to joists; inch o.c. securing each panel lap Wood pattern spaced 8-inch o.c. t•03.5 16-inch One (1)18 ga.1/44nch crown x securing 1-inch leg staples located in the One (1) min. 1.754nch x 0.0724nch J-Channel to fascia horizontal leg of the J-Channel diameter finishing nail with min. spaced 124nch o.c. 3/164nch head spaced 4-inch o.c. Three (3) 18 ga.1/4-inch crown x One (1) 18 ga.1/44nch crown x 1-inch leg staple securing the nailer Three (3) 18 ga.114-inch crown x 1-inch leg staples in diamond14nchlegstaplesindiamondofeachfemalelockorspaced16- pattern spaced 124nch o.c. Max. pattern spaced 244nch o.c. 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.114-inch crown x One (1) min. 1.754nch x 0.0724nch Wood One (1) 18 ga.IWinch crown x 14nch leg staple securing the 44 4 14nch leg staples located in the horizontal leg of the J-Channel diameter finishing nail with min. nailer of each female lock or spaced 124nch o.c. 3/16-inch head spaced spaced 164nch o.c. securing 44nch o.c. each panel lap ALC15001.4 FL12194-R7 Page 11 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CR E E K ALUMINUM COILS, INC j Soffits TECHNICAL SERVICES, LLC Appendix B INSTALLATION Note - Refer to the APPROVED Sysretus section of this report for additional installation details of a selected system and maximum design pressures limitations System No. I Installation Detail 10.511-1 S 14.5JJ-1 Diamond' Patten 1 Bpa.. 114' x 1' staples 12' o.c. max 1 Bga.. 114' x 1' staptes 24' ox. max J•Channel WON e WsI A 1 Boa..1/4' x t' staples 24' o.c. max Diamond Patten nnoi 1 Bga.. 114' x 1' staples 24' o.c. PattenDionlfPattenn Boa. 114' x 1' staples 12- O.C. max ALC15001.4 FL12194-R7 Page 1 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS. INC soffits Appendix B System No. Installation Detail MIN. 3/8' HEAD DIA. NAIL. MIN. 1.25" EMBENDMENT SPACED 24' O.C. FOR WOOD SUBSTRATES. MIN. 14GA T•NAIL OR MIN. 9GA, STUB NAIL WITH 3/8' HEAD DIA.. MIN. 5/8" EMBEDMENT SPACED S' O.C. FOR MASONRY SUBSTRATES. FASCIA SLIP BOARD FASCIA TRIM 12F-1 & SOFFIT 12F-2 MAX. 12 INCH SPAN I CHANNEL iccd, cort_ryca r Slmk stall STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1/4" . PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.4 FL12194-R7 Page 2 of 19 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 112F-3 CREEK TECHNICAL SERVICES, LLC No. I Installation Detail 3/4- X 1/4- _-- CROWN STAPLES USING A DIAMOND PATTERN I F' CHANNEL CAN BE INSTALLED WITH THE NAILING FLANGE UP OR DOWN WOOD SUBSTRATE ALUMINUM COILS, INC soffits Appendix B OPEN RAFTER ; SWUS°' ` SOFFIT STAPLE DIAMOND PATTERN DETAIL1 1 Syr WTwFSM / srwuts FACIA BOARD O ter, CAP 3/4' X 1/4' CROWN STAPLE '8' ON CENTER 1-3/4- TRIM NAI' PAINTED S.S. 48' O.C. SOFFIT -max. 12-inch span 1-3/4' TRIM NAIL I %` FACIA BOARD PAINTED S.S. J /j FASCIA CAP 3/4- X 1/4- CROWN STAPLE SOFFIT SOFFIT & FASCIA DETAIL ALC15001.4 FL12194-R7 Page 3 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail 12F-4 MIN. 14GA T-NAIL OR MIN. 9GA. STUB NAIL WITH 3/8' HEAD DIA., MIN. S/S- EMBEDMENT SPACED S' O.C. FOR MASONRY SUBSTRATES. ASCIA SLIP BOARD SOFFI T MAX. 12-INCH SPAN F" CHANNEL FASCIA TRIM 1-3/4- TRIM NAIL PAINTED S.S. SOFFIT FACIA BOARD FASCIA CAP 3/4' X 1/4' CROWN STAPLE SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC soffits Appendix B ALC15001.4 FL12194-R7 Page 4 of 19 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 112J-1 CREEK TECHNICAL SERVICES, LLC No. I Installation Detail OPEN RAFTER 3/4- X 1/4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN J-CHANNEL 1-3/4- TRIM NAZI screwed to soffit PAINTED S.S. 48- With o:1eLl) 48 r. 1/2• x 3/8, )load O.C. diameter screw, 16' o.c. WOOD OR BLOCK SUBSTRATE ROFFIT-max. 12-inch. span ALUMINUM COILS, INC Soffits Appendix B 318' 3/4' X 1/4" CROWN STAPLE I SOFFIT STAPLE FACIA BOARD / DIAMOND PATTERN DETAIL L1 3/4- X 1/4- CROWN FACIA BOARD STAPLE -8. ON CENTER 1-3/4- TRIM NAIL PAINTED S.S. FASCIA CAP 3/4- x 1/4- CROWN STAPLE SOFFIT J SOFFIT & FASCIA DETAIL ALC15001.4 FL12194-R7 Page 5 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail 12JJ-1 & 16JJ-2 1 Sga.,114' x 1' staples 12' o.c. max A 18ga., 114' x 1' staples 24' o.c. Max Diamond Patten ALUMINUM COILS, INC SCA its Appendix B 189a.. 1J4' x 1' staples 2C O.C. max Diamond' Patten DetrA S 18ga,, 114' x 1' staples 12' o.c. max Diamond' Patten I l 18 ga., 1I4' x 1" staples in horzontal leg offemale lap iCnannel Delat A ALC15001.4 FL12194-R7 Page 6 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G2D-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 13W L0i7G X D.D7Y DNA. TRUE WIL W9TH 3rIV li.-AD DA FASCIA BOARD SPACED 16.O.0 FASCIA CAP SOFFIT 1' X IW CRJwr1 STAPLE OPEN RAFTER =•C A'S'.X. IA T. I.AIE OR 69,4 FASCIA BOARD 9GA STM WVL PATH DT HEAD 16F-1 Ewa EN'T SOFFIT 8 FASCIA 16F-6 SPACED S'O.C. DETAIL FASCIA CAP; REFER TD SDFFIT 9 FASCIA OCTAL F' CNANNEI SOFFII; MAX. IV I SPAN HASDNRY 1SUBSTRATE I ALC15001.4 FL12194-R7 Page 7 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix B System No. Installation Detail MIN. 318" HEAD DIA. NAIL. MIN. 1.25" EMBENDMENT SPACED 24" O.C. FOR WOOD SUBSTRATES. MIN. 14GA T•NAIL OR MIN. 9GA. STUB NAIL WITH 3/8" HEAD DIA.. MIN. 5/8" EMBEDMENT SPACED 8" O.C. FOR MASONRY SUBSTRATES. FASCIA SLIP BOARD FASCIA TRIM SOFFI T 16F-3 8 16F4 F" CHANNEL Wood, Concrsta or Block. wall STAPLE SOFFIT TO k'l FASCIA BOARD #T50 JAI 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1/4' PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.4 FL12194-R7 Page 8 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I Mr „ SOFFIT STAPLE OPEN aaFrER 3/4• x 1/4• I j I I DIAMOND PATTERN D ETAI LCROWNSTAPLES USING A DIAMOND LB' BE Vm/r STAPLES ' PATTERN FACIA BOARD % FASCIA CAP 16F-5 3/4' X 1/4' CROWNj7RIMNMAILFACIA BOARD 8' 11-3/4' STAPLE ON CENTER TRIM NAIL PF" CHANNEL CAN BE PAINTED S.S. 48' FASCIA CAPINSTALLEDWITHTHEO.C. NAILING FLANGE UP OR 3/4" X1/4• DOWNCRON STAPLE SOFFIT- max• 16 - i nch spanSF- UBSTRATE S SOFFIT & FASCIA DETAIL ALC15001.4 FL12194-R7 Page 9 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G2D-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix B System No. Installation Detail 1 SW LONG .Y OD77 DIA. TRLM tLSLWRM3nGI1EADOw FASCIA BOARD FASCIA CAP SOFFIT I' X IW CAMN STAPLE MIT IAFTFA A CI • FASCIA BONIO 1' X IRS• CROVrtI STAPLE &STRLLM 16F-2 & aATSE±"uIND SOFFIT & FASCIA 16F-7 DETAIL aIs• FASCIA CAP. REFCR CO SOFFn I FASCIA f' [XAt:XEI DCiAI — 1ir 1' staples yr SOFFIT: HAIL IV SPAIS JJJ MASWIRY iimOtlO' P:Den SUBSTRATE 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, LLC System No. Installation Detail OPEN RAFTER 2V —1 . 1 16J-1 3/4' x 1/4' CROWN STAPLE '24' ON CENTER USING A DIAMOND PATTERN ANNLL 1-3/4' TRIM NAILJ PAINTED S.S. 48' O.C. OMT—max. 16-inch span WOOD OR BLOCK SUBSTRATE 3W FACIA BOARD FASCIA CAP 3/4' X 1/4- CROWN STAPLE '8' ON CENTER ALUMINUM COILS, INC Soffits Appendix B 3/4- X 1/4- CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAIL 1-3/4- TRIM NAIL PAINTED S.S. FACtA BOARD FASCIA CAP 3/4- X 1/4- CROWN STAPLE SOFFR J SOFFIT & FASCIA DETAIL ALC15001.4 FL12194-R7 Page 11 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 189a., 114' x 1' staples 24• o.c. max OPEN RAFTER 'Diamond Patten 18pa., 114- x 1 • IsT staples 12' o.c. max B A (`\ I J•Channel 318' Detail B 16JJ-1 1893., 114' x 1' Xr staples 24- D.C. Max 1 f4• x 1' staples 8' D.C. max Diamond Patten f J Diamond Patten 1 J-Channel Detal 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, 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 OPEN a.rrER Diamond Pattenax 1' 18ga., 114' x if p,ST staples I r o.c. max B q 18 ga., 114' x 1' staples 16' D.C. max and 1 3,'4" Long x .072` Dia. Trim J•Channel Nails with 3116' Head 4' 3$ 22.5JJ-1 D.C. max Deters t 8ga.,114- x 1' 3fi8- t 8ga.,114' x 1' staples 24- D.C. Max staples 24- D.C. Max ` 'Diamond' Patten a t 89a., 114' x t ` staples 1 Y D.C. max Diamond' Patten J-Channel Deler A ALC15001.4 FL12194-R7 Page 13 of 19 This evaluation report is provided for Stale of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quarity assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I t' TR91 NAIL FASCIA BOARD PAINTED S.S. I'st• APLES FASCIA CAP STAPLES SOFFIT USING A DIAMOND PATTERN: REFER TO r4' CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAIL It TRIM MAIL FASCIA, BOARD PAR17ED S.S. SOFFIT & FASCIA DETAIL 24F-1 & I 24F-4 rrt' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT t FASCIA UrAIL I Nrot' Balton Andiored to SOFFIT: MAX 2L' ( I 1 FdHAN!tEl Rapersfters with and Ring Shank Nail at every Railer / MOOD SUBSTRATE \ SOFFIT STAPLE DIAMOND PATTERN ALC15001. 4 F112194-R7 Page 14 of 19 This evaluation report is provided for State of Florida product approval under Rule 61 G2D-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I f' Irm MAIL FASCIA BOARD PAINTED S.S. 14- SMOOTH SHANK FASCIA [AP ROOF NAILS SOFFIT 1'.2' CROWN STAPLE I f' TRIM NAL FASCIA BOARD PANTED S.S. SOFFIT 8 FASCIA 24F-2 & DETAIL 24F-5 1'y' CROWN STAPLE FASCIA CAP; REFER To SOFFIT S FASCIA OVAL Nomism r.r STP Batten Anchored to SOFFIT; MAX. TR' F•[NANNEL Rallen -ith one Id Ring Sham Nail al every Rafter MOOD 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 1 t- TRIM NAIL FASCIA BOARD PAINTED S.S. ILOA i-NA45 FASCIA CAP SOFFIT 1'+1' CROWN STAPLE 11- TRIM NA. S. FASCIA BOARD PAINTED S SOFFIT & FASCIA DETAIL 24F-3 8 24F-6 1-4- CROWN STAPLE FASCIA CAP; REFER 10 SOFFIT r, FASCIADETAILRoomr.r SyP Batten Anchored to SOFFIT; MAX. W F-CHANXEL Rafters rith one 1d Ring Shank NA at every Raller MASONRY ALC15001.4 FL12194-R7 Page 16 of 19 This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix B System No. Installation Detail I i TRIM NAIL FASCIA BOARD PAWTED S.S. 1'4- CROWN— ROWN FASCIA CAP SIAPIES SDFHT- 1 USING A DIAMOND PATTERN; REFER TD CANTILEVEREDL-11111 CROWN STAPLE SOFRT STAPLE RAFTER OIAMOW PATTERN DETAIL FASCIA BOARD I t' TRIM NAIL SOFFIT 8 FASCIA PAIxTEB ss. DETAIL 24J-1 & raj' CROWN STAPLE 24J-2 FASCIA CAP; REFER TO SOHO t FASCIA DETAIL / Itaatdnatt' a a (1) tmtrms 3/B scabbed benvetn rafters and SOFFIT; MAX. TC' ' 1lHANNEI n mso•;A grin l tapBnanLINOSbaiRM-Mletl Inroupn Inc rafter t wb bN cml - WOOD SUBSTRATE " the spart, batten at lry t2170 \ 1 rip tonal neat tecnvm on / RthW 5100 of ITN D3110111 at ON DMteNrafter untsection / SOFFIT STAPLE DIAMOND PATTERN ALC15001. 4 FL12194-R7 Page 17 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 18g3.,1,14' x 1' staples 24' o.c. max OPEN RAIFTER Diamond' Patten 18ga.. 114' x 1' oIsr staples 12' o.c. max B Jr MA 18 ga, t/4' x V staples leo.c. max and 1 3W Long x .072' Dla. Tnrr, Channel Nads, vith 3116' Head 4" a!s max o.c DB1°" B 24JJ- 1 18ga.. 114' x I' 3! 8' staples 24' o.c. max 1 Bga..1la' x 1' staples B' o.c. max Diamonrr Patten l 1 J• Channel Deem A ALC15001. 4 FL12194-R7 Page 18 of 19 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 18ga.,114" x 1' staples 24' o.c. max OPEN FWTM Diamond' Patten 18ga..114' x 1' asr staples 12' o.c. max B l r 18 ga., 114" x 1' staples 16" D.c, max and 1 314' Long x .072" Dla. Trim J-Channel Nails wilh 3116" Head 4" 391' D.C. max DeteiB 24JJ-2 1 E1ga., 1/4' x 1' 18ga., 114' x 1' 31d staples 24' o.c. max ples 12- O.C. Maxlamond'Patten i Diamond Patten 1Bga.,114'xV slaples In horzontal leg offemale lap J-Channel Delail A ALC15001.4 FL12194-R7 Page 19 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, II, III, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 60-ft. 4. All calculations are based on an effective wind area of 10-ftz or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Kd = 0.85 7. V it is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 16D9.1.3 of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension 'a' shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 34 ALC15001.4 FL12194-R7 Page 1 of 4 This evaluatlon report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure B Building Type Zone Mean HeightRoofft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 Enclosed 4 20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 25 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 30 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 40 18.3 1 -21.5 24.9 28.6 32.5 36.7 41.2 45.9 50.8 50 19.5 22.9 26.5 30.5 34.7 39.1 43.9 48.9 54.1 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Negative Loads) 5 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 30 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 40 22.6 1 -26.5 30.7 35.3 40.1 45.3 50.8 56.6 62.7 50 24.1 28.2 32.8 37.6 42.8 48.3 54.1 60.3 66.8 60 25.3 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1 Enclosed 4 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 1 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 5 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 1 19.5 1 22.2 1 25.1 1 28.1 31.3 34.7 60 13.1 15.4 17.8 1 20.5 1 23.3 1 26.3 1 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. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure C Building Type Zone Mean Roof Height ft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 Enclosed 4 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5 40 25.0 29.4 34.1 39.1 44.5 50.2 56.3 62.7 69.5 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative Loads) 5 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 30 29.1 34.2 39.6 45.5 51.8 58.4 1 -65.5 73.0 80.9 40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 77.5 85.8 50 32.4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9 60 33.6 39.4 A5.7 52.5 59.7 67.4 75.5 84.2 93.2 Enclosed 4 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 1 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 5 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 1 34.0 37.9 42.0 4 1 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 1 29.9 33.7 37.8 42.1 46.7 d6017.4 20.5 23.7 27.2 1 31.0 35.0 39.2 43.7 48.4 ALC15001.4 FL12194-R7 Page 3 of 4 This evaluation report Is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure D Building Type Zone Mean Roof Height (ft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 Enclosed 4 20 26.0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 25 27.0 31.6 36.7 42.1 47.9 54.1 60.6 67.6 74.9 30 27.9 32.8 38.0 43.6 A9.6 56.0 62.8 70.0 77.5 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 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Negative Loads) 5 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4 30 34.5 40.4 46.9 53.8 61.3 69.2 77.5 486.4 95.7 40 36.2 1 -42.5 49.3 56.6 64.4 72.7 81.5 90.9 100.7 50 37.7 44.3 51.4 58.9 67.1 75.7 84.9 94.6 104.8 60 38.9 45.7 53.0 60.8 69.2 78.1 87.6 97.6 108.1 Enclosed 4 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 1 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive Loads) 5 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 1 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 1 26.7 1 30.6 34.8 39.3 44.1 1 49.1 54.4 60 20.2 23.7 1 27.5 1 31.6 1 35.9 40.5 45.4 1 50.6 56.1 ALC15001.4 FL12194-R7 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 0 CREEK ALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC Appendix D 318" F-Channel 318" J-Channel 3/8" 3/4" 3/B' ISOMETRIC VIEW 3/8' PROFILE ISOMETRIC VIEW 3/8' PROFILE ALC150O1.4 FL12194-117 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Fascia CREEK TECHNICAL SERVICES, LLC 5 3/4" 7/81, 1/8" HEM 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 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 16" 04 Soffit o.:r T" 1.517& 18' BLANK 3 / 8 PRonLE o 000a 000 aaooa 000aa 0000 ALUMINUM COILS, INC Soffits Appendix D ALC15001.4 FL12194-R7 Page 3 of 4 This evaluation report Is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit ALUMINUM COILS, INC Soffits Appendix D 31/8" 7/8" 31/8" 7/8" 31/8" S/Ili" 1/2" 1/2" 1/2" 112" 1/2" 3/4' 13.75" BLANK 3/8" PROFILE END OF REPORT ALC15001.4 FL72194-117 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Florida Building Code Online https://www.floridabuildiiig.org/pr/pr_app_dtl.aspx?l)arain=wGEVX... 1 Business & Professional Regulation K mr acts Home I Log in I User Rtptrntbn I Hot Topk3 SUb t Surcharge 1 Suits a Facts PubitationS 1 FaC Stag i SCiS Site Map Links Search F 'da r ®Product Approval USER: Pultlk User PloQticl.9012rev21 Menu > P.rgduLt or Aoorutlga.Std_i%L > BgptreltiolLLttt > Application oaten FL # FL7006-RIG Application Type Revision Code Version 2017 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) IKO Industries, Ltd 40 Hansen Road South Brampton, NON -US L6W 3H4 708) 496-2800 Ext 200 rmetz0010tampabay. rr.com Robert Metz rmetz001 otampabay. rr.com Bob Metz REMCO of Pinellas 456 Avila Circle NE Saint Petersburg, FL 33703 727)776-5261 rmet2001 @tampabay. mcom 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 07158 Class H ASTM E108 Year 2016 2010 2011 2011 I of 3 4/13/2018, 7:41 AM Florida Building Code Online littps://www. Fl oridabu i Id ing.org/pr/pr_app_dtl.aspx?param=wG EV X... Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved FL A 7006.1 Method 1 Option A 10/08/2017 10/30/2017 11/01/2017 of Products Model, Number or Name Cambridge, Cambridge HD, Biltmore and Biltmore HD Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ* Yes Impact Resistant, N/A Design Pressure: N/A Other: 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: 7006.3 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 Description Laminated architectural fiberglass asphalt shingle manufactured at IKO's Kankakee, IL; Hawkesbury, Ont.; Wilmington, DE; Sylacauga,AL and Toronto, Ont. plants Certification Agency Certificate F_67.>f O6Rj-0__C_CAC-Lgtter - ASTM D3?Gl_II:ttSL- 4-26-201.7)from FM.p Jf FL700.6310 C CAC Letter_ASTM 03462 setter - j9-26-2wLl2l f 1 L]Q06 R10 C CAC Letter - ASTM E108 letter - 26_3Q 7),I&f Quality Assurance Contract Expiration Data 12/31/2020 Installation Instructions f&Z006 R10 11 tKO-187-02-01 Letlgr_ingallatiQn Instructions for FBC FL7006.0( Verified By: Duc T Nguyen 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: This Is a 12' x 12" fiberglass asphalt shingle used to cover the hip and/or ridge of an asphalt shingle roof system manufactured at IKO's Kankakee, IL, Toronto, Ont. and Brampton, Ontario plants. Certification Agency Certificate -- - -- - _ FL7006 RIO C CAC ASTM D 3462 - Shlnale letter Surveillance Audit Locatipn_(6-28-2017),pd( y7006 RIO C CAC letter - ASTM Q31.il .letter - 9-26-201.Z)_Som FM.odf FL7006 R10 C CAC LetteL - ASTM D3462 letter _ 9-26-20171.gd( FL7006 RIO C CAC L@-tte - AST_ M E108 letter_ 9_2-2017),0dj Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL7006 RIO It Hip and Ridge Cap Shingle Installation Il21:11 SS(ompdf FL7006 R10 11 IKO.187-02-01 Letter - InstalladgO LqszyCtlons for FBC FL7QQCW 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 FL7006 810 C CAC Letter - ASTM 03161 letter - 9-26-20171 from FM.pd FL7006 R10 - CAC Letter - ASTM D3462 letter - 9-26-2Qt7),pAf 2of3 4/ 13/2018, 7:41 AM I Florida Building Code Online I https://www.floridabuilding.org/pr/pr app_dtl.aspx?pamni=wGEVX.. Other: 17006.4 Marathon Plus AR, Superglass Plus l AR Limits of Use Approved for use in HVHZ- Yes Approved for use outside HVH2: Yes Impact Resistant: N/A Design Pressure: N/A Other: FL 06 10 C GAG Leltgr - ASTM EIU LetS r - 9z.26 2 17 ,psff Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions i FL7006 R10 II IKO_1Htfog Instructions fpr FBCFL7006.pdf FL7006 RIO It Roo Ili q-Products Leadino_EQge Nlus- Applic tlon•EN(,Qdf Verified By: Ouc T Nguyen PE 65034 Created by Independent Third Party: No Evaluation Reports 1 Created by Independent Third Party: 3 tab fiberglass asphalt shingle manufactured at IKO's Brampton, Ontario. Hawkesbury Ont., Toronto, Ont.: Sylacauga, AL and Kanakakee, IL plants Certification Agency Certificate FL2 96 RIO C CAC Letter - A$T_ ID3t6.ijgttel_- L9_ 2.6_201,7-) from FM.pdf EL7006 R10 Otter - ASTM 03462 letter 9_ 26_201j.p.df FL7006 R10 C_CAAC Letter - ASTM E108 letter - Q_ 26 2017),pdf Quality Assurance Contract Expiration Date 12/ 20/2020 Installation Instructions E!] QO_6 R30_lt IKO-L87-02-01_Lettgr_I0tstallation Instructions for FBC FL7006.Ixlf Verified By: Duc T Nguyen 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: f3. idr Nert ContactUs:: 26010tair Sterne Iaad ldibe3$.eSL M22Phone:eSO-4a7•la2N The Slate of Florkle Is an AA/EEO employer. C=Aht 2007.2013 State of Florlaa.:: Emjpl,$latem :: ACceSSIbIRy Statement :: gt(yrg_ytement Under Flodda law, email addresses are pubic records. If you do not want your e•mal address released In response to a public -records request, do not send electronic Coal to this entity. instead, contact the office by phone or try traditional mat If you have arty questions. please Contact 8S0.487.139S. 'Pursuant to Section 4SS. 275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter eSS, F.S. must provide the Department with an emal address I they have one. The emats provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Oepanment with an emal address which can be made avatable to the public. To determine it you are a licensee under Chapter eSS, F.S., please click lit=. Product Approval Addepts: Credit Card Safe 3 of 3 4/13/2018, 7:41 AM CONSTRUCTION MATERIALS TECHNOLOGIES October 27, 2017 IKO Industries, Ltd 120 Hay Rd. Wilmington, DE 19809 Re: FBC FL7006 Sir(s), PRI Construction Materials Technologies has completed a technical review and attached sealed shingle instructions in compliance the 2017 Florida Building Code. This review was completed based on the receipt of following evidence from IKO Industries, Ltd: 1) IKO Shingle Application Instructions — 3-Tab Shingles EN-3Tab Appins_8AGXEFS-2012-11 reformatted 2013-02-rev07/13-Florida) 2) IKO Laminated Shingles Application Instructions EN -Laminated Appins_8TTEFS-2012-04 reformatted 2013-02-rev07/13-Florida) 3) IKO Hip and Ridge 12 Application Instructions EN-HipandRidgel2_3HRTri-2013-08_reformatted 2013-08) 4) IKO Leading Edge Plus Shingle Application Instructions EN-3LEP-Tri-2012-06—reformatted 2013-03) 5) ASTM D3161 Test Report (FM Approvals Project No. 3040947) The attached instructions should be used in conjunction with the published manufacturer's application instructions and applicable code. In the event the instructions conflict, these instructions shall govern. Statement of Independence: PRI Construction Materials Technologies and/or Duc T. Nguyen, FL P. E. do not have nor plan to acquire a financial interest in any company manufacturing or distributing products for which the test reports are issued. Signed: % + i• X Signed: f U9, Brad Grtybo slil DUCT. N u e Managing D rector Florida RiNglStere Professional Engineer P.E. Number: 66034 Date: October 27, 2017 Date: October 27, 2017 Attachments: A) IKO Shingle Application Instructions - 3-Tab B) IKO Laminated Shingles Application Instructions C) IKO Hip and Ridge 12 Application Instructions D) IKO Leading Edge Plus Application Instructions IKO-187-02-01 PRI construction Matedats Technologies. I.I.C. 6412 Badger Drive Tampa, Fl- 33610 Tat 813.621.5777 Fax: 813-621-5840 e-mah: matedalstesti g&r1cmLcom WebSite: hfpJAv wr.pdcmi.com IKO Installation Instructions for Asphalt Shingles Page 2 of 6 IKO Shingle Application Instructions — 3-Tab Shingles ASTM D3161, Class F — IKO Marathon 25 AR and CRC Superglass M25AR) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. ROOF DECK: Solidly sheathed and fastened deck conforming to 2017 FBC. UNDERLAYMENT: Applied in accordance with building code requirements. For areas where the roof slope is less than 4" per foot down to 2" per foot, use 2 layers of underlayment conforming to building code requirements, the first sheet overlapping the eave protection by 19", followed by full 36" widths overlapping each preceding course by 19" or other Approved underlayments in accordance with the qualified application instructions. For areas where the roof slope is 4" per foot or greater, cover the deck with one ply of underlayment laid parallel to the eaves, with 2" horizontal laps and 4" end laps. Apply metal drip edges on top of any underlay along rake edges and directly to the deck along eaves in accordance with building code requirements. NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" diameter heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails per shingle placed 6-1/8" above the butt edge, approx. 1" and 13" from each end and 1/2" above each cutout. Drive nails straight so that nail head is flush with, but not cutting into shingle surface. NAILING ON STEEP SLOPES: For steep slopes of 21" per foot (60°) or more, use 6 nails per shingle placed as shown below. Ensure that no nail is within 2" of a joint/cutout of the underlying shingle. Seal down each shingle at time of application with three 1" diameter (approx. size and thickness of a quarter) spots of asphalt plastic cement placed under the shingle 2" above the bottom edge and equally spaced along the shingle. Apply plastic cement in moderation since excessive amounts may cause blistering. CAUTION: Shingles should seal to the underlying course when the factory applied asphalt sealant is sufficiently warmed by the heat of direct sunlight. EXPOSURE: Installed shingles shall have a maximum average exposure of 5-5/8". STEEP SLOPES SEALING 4111I1) • • • — — i • i G NB" 1rr 1. t NAILS NAILS ' 00 NOT NAIL INTO OR ABOVE THE SEALING STRIP PRI Conshictlan IAatedal6 Technologies. LLC. 6412 Badger Offire Tampa FL 33610 Tal: 813.621-5777 Flu: 813$21.5840 e-mail: materiaLsteaOng@pricmLcom WebSlte: http/Awvw,prlcmLcom IKO Installation Instructions for Asphalt Shingles Page 3 of 5 IKO Laminated Shingles Application Instructions ASTM D3161, Class F — Cambridge, Cambridge HD, and CRC Biltmore AR) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. ROOF DECK: Solidly sheathed and fastened deck conforming to 2017 FBC. UNDERLAYMENT: Applied in accordance with building code requirements. For areas where the roof slope is less than 4" per foot down to 2" per foot, use 2 layers of underlayment conforming to building code requirements, the first sheet overlapping the eave protection by 19", followed by full 36" widths overlapping each preceding course by 19" or other Approved underlayments in accordance with the qualified application instructions. For areas where the roof slope is 4" per foot or greater, cover the deck with one ply of underlayment laid parallel to the eaves, with 2" horizontal laps and 4" end laps. Apply metal drip edges on top of any underlay along rake edges and directly to the deck along eaves in accordance with building code requirements. NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" diameter heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails per shingle placed in the nail line 7-3/8" below the top edge, approx. 1" and 13" in from each end. Drive nails straight so that nail head is flush with, but not cutting into shingle surface. NAILING ON STEEP SLOPES: For steep slopes of 21" per foot (600) or more, use 6 nails per shingle placed as shown below. Ensure that no nail is within 2" of a joint/cutout of the underlying shingle. Seal down each shingle at time of application with three 1" diameter (approx. size and thickness of a quarter) spots of asphalt plastic cement placed under the shingle 2" above the bottom edge and equally spaced along the shingle. Apply plastic cement in moderation since excessive amounts may cause blistering. CAUTION: Shingles should seal to the underlying course when the factory applied asphalt sealant is sufficiently warmed by the heat of direct sunlight. EXPOSURE: Installed shingles shall have a maximum average exposure of 5-7/8". 631 NAILING - STEEP SLOPES APPLICATION Use six nails as shown. 1, 1 r '" NAIL LINE PROPER APPLICATION REOUIRES THAT THE NAILS PENETRATE BOTH THE OVERLAY AND UNDERLAY PORTIONS OF THE SHINGLE PRi Construdlon Materials Tedrrologles, LLC. 6412 Badger Drive Tampa, FL 33610 Tel: 813.6218M7 Fax: 813.621.5840 e-mail: materialsta fang® kMeom WebSits: http:lnwww.pdcrntcom IKO Installation Instructions for Asphalt Shingles Page 4 of 5 IKO Hip and Ridge 12 Application Instructions ASTM D3161, Class F — IKO Hip and Ridge 12) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. Cut hip and ridge shingles into thirds, using the perforation marks as a cutting guide. These shingles are designed for a 51/8" (130 mm) exposure. (For a neater appearance, the top of each side of each piece has been factory trimmed on a 1" (25 mm) taper (see drawing). Bend each piece over the hip or ridge, and nail 5 5/8" (143 mm) above the butt edge 1" (25 mm) in from each edge, exposing each piece 5 1/8" (130 mm). Apply hip pieces starting at the lower end of the hip, working up toward the ridge. On hip roofs, apply ridge pieces starting at each end, meeting in the middle. On gable roofs, apply ridge pieces starting at the end opposite to the prevailing wind direction and continue to the other end. Note: To obtain a three-dimensional effect, (which is recommended, but not required), apply hip and ridge shingles double thickness by stacking 2 pieces on top of one another, the lower piece extending about 3/4" (19 mm) further than the top piece (see diagram). The final shingle should be set in cement, and the exposed nail heads of the final shingle should be covered with cement. Prior to application in cold weather, storing the shingles in a heated area will allow for easier bending. NOTE: SHINGLES MUST BE APPLIED PROPERLY. THEY ARE DESIGNED FOR USEAS 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. fis mm 1APEa CUt PW Conmdbn Matadals TednoWgbs, uc. 6412 Badger Dto Tampa FL 33610 Tel: 813.621.5777 Fax: 813.621.6840 a.md:maMdatstudng@pftmi.com webSlte: htVJw Av.plcmt cam IKO Installation Instructions for Asphalt Shingles Page 5 of 5 IKO Leading Edge Plus Application Instructions ASTM D3161, Class F — IKO Leading Edge Plus) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. 1. Apply any underlayment, eave protection, valley flashings, or drip edges to roof deck as required 2. Each 39 3/8" x 131/4" (1000 mm x 336 mm) IKO Leading Edge Plus strip is perforated lengthwise for separation into two (2) shingles. Take one IKO Leading Edge Plus strip and fold flat at perforation to separate. 3. Take one of the separated shingles 39 3/8" x 6 5/8" (1000 mm x 168 mm) and remove approximately 20"(500 mm). Install this shingle on the lower left corner of the roof deck, granule side up, with the factory installed sealant adjacent to the eaves. The shingle should overhang the rake edge and eaves by a nominal 1/4" (6 mm) minimum. Fasten the shingle to the roof deck with nails located 3" to 4" (76 mm to 100 mm) from the eave edge and 1" (25 mm) in from each end. 4. Take the leftover 20" (500 mm) piece shingle. Rotate the piece and align it vertically up the rake edge with the factory installed sealant adjacent to the outer edge of the roof. The shingle should overhang the rake edge by a nominal 1/4" (6 mm) minimum. Fasten the shingle to the roof deck with fasteners located 3" to 4" (75 mm to 100 mm) from the rake edge and 1" (25 mm) in from each end. 5. Repeat Steps 3 — 4 for the right lower corner of the roof deck. NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" (9 mm) diameter heads, long enough to penetrate through plywood or 3/4" (20 mm) into boards. Use 4 nails per shingle placed 3" to 4" (75 mm to 100 mm) from the eave edge and approximately 1" and 13" (25 mm and 330 mm) in from each end. 6. Apply full-length IKO Leading Edge Plus shingles to the remaining eave edges of the roof deck. Install the shingles granule side up with the factory applied sealant adjacent to the eaves. The shingles should overhang the rake edge and eaves by a nominal 1/4" (6 mm) minimum. Fasten the shingles to the roof deck with nails located 3" to 4" (75 mm to 100 mm) from the eave edge, 4 nails per shingle. 7. Apply roof shingles as per the instructions printed on each product's package. Make certain the first course of field shingle lies flush with the edges of the fastened IKO Leading Edge Plus. In this way, the sealant on the IKO Leading Edge Plus shingles will adhere to the first -course field shingles and help keep them from lifting in high winds. PRI Cwmtrtdo Materials Techm6ogfes. I.M. 6412 Radgw Odve Tampa. Ft. 33610 Tel: 813-621.TM Far. 813621.5840 mail: matedaMtes&Qpdam cam WebSila: htlplAwmodemi ccm Florida Building Code Online https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVX... 11 Business & Professional Regulation 8C1S Home I Log to I Use, Registratlon I Hot Topim SuMnt Surcharge slats a facts I PueetatbM I F6C Stall SC6 Site Map ! Lnks ( SeaMh 1 R rida a Product Approval S USER: Pwac user CrpdVtt.App_Mv_aLMenu > PM&jCt.Or Appb0tlyn Seerch > Booltatlon.Lltt > Appaotbn oetaa FL # FL2346-R7 Application Type Revision Code version 2017 Application Status Approved Comments Archived Product Manufacturer Warrior Roofing Manufacturing Address/Phone/Emall 3050 Warrior Road Tuscaloosa, AL 35404 205) 553-1734 Ext 11S Steven@WarriorRooflng.net Authorized Signature Steven Crew Steven@WarriarRoofing.net Technical Representative Steven Crew Address/Phone/Email 3050 Warrior Road Tuscaloosa, AL 35404 20S) SS3-1734 Ext 1024 Steven@WarriorRoofing.net Quality Assurance Representative Steven Crew Address/Phone/Email 3050 Warrior Road Tuscaloosa, AL 35404 205) SS3-1734 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 FL2346—N—C91—ELt1_Ct4TCert of IndepenQe—nce o.f. Referenced Standard and Year (of Standard) Standard Year ASTM 0226 2009 ASTM D4869 2016 Equivalence of Product Standards Certified By Approved Testing Lab FL2346R7 Eouiv FBC 2017 Stand ra dsEqulvalencv.pdf I oft 4/13/2018, 7:44 AM Florida Building Code Online ar https://www. floridabu ild ing.org/pr/pr_app_dtl.aspx7param=wG GVX... Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option 8 01/17/2018 01/17/2018 01/17/2018 04/10/2018 FL # Model, Number or Name 2346.1 1 #15 and #30 roofing felt V Limits of Use Approved for use in HVH2: Yes Approved for use outside HVH2: Yes Impact Resistant: N/A Design Pressure: N/A Other: Primary roof covering should be Installed Immediately after felt. Roofing felt Is not intended to be an unprotected weathering surface. 12346.2 `- 15w and 30w roofing felt i Limits of Use Approved for use In HVH2: No Approved for use outside HVH2: Yes Impact Resistant: N/A Design Pressure: N/A Other: Primary roof covering should be installed immediately after felt. Roofing felt Is not Intended to be an unprotected weathering surface. Description ASTM D 226 Tested Installation 2 Instructions — FL46 R7 11 installationlnstrryi 02ng;pdf Verified By: PRI Construction Materials Technologies, LLC Test Reports i1LZ346 R7 TR L5A Test Repgrt,gd( FL2346 R7 TR 30A Test Reoort.g_Of ASTM D 4869 Tested Installation Instructions FL2346 R7 II Installation Instructions.gd Verified By: PRI Construction Materials Technologies, LLC Test Reports FL2346 R7 TR 1Sw Test ReRort.pdf FL2346 R7 TR 30w Test RegfLrt,od 9adt 11ei<t ContACLUS :: Tarahassee Ft 32 2 ppaoeLA5Q-4g7.WQA The State o(Florlda is an AA/EEO employer Cqp bWj 2007-2013 State Ujodda, :: Privacy Statement :: atCeSa lty.Statetnsat :: Aefund stalemem Under Florida law, emal addresses are pubic records. V you do not want your a-malladdress released in nespon e to a public -records request, do not send electronic mail to this entity. Instead, contact the oPote by phone or by traditional mail. U you have any questions, please contact SS0.497.139S. •Pursuant to section 455. 27S(t), Florida Statutes, effective October 1, 2012, licensees Lensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emals provided may be used far offidal communication with the licensee. however email addresses are pubic record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the pudic. To determine If you are a kansea under Chapter 455, F.S., phase tick hitatL. product Approval Accepts: x-. Credit Card Sate 2 of 4/13/2018, 7:44 AM WARRIOR® ROOFING MANUFACTURING P.O. BOX 40165 a TUSCALOOSA, AL 35M • PHONE (205) 553-173A * FAX (205) 563-176S 193 LEROY ANDERSON ROAD • MONROE. OA 30655 • PHONE (770) 207-CM • FAX (M) 207-0775 4 323 OEVELOPIIENT AVENUE • CHAMBERSBURG, PA 17201 a PHONE (717) 709-0323 • FAX (717) 709-M? Roofing Felt Installation Recommendations Be aware that roofing felt should not be walked upon prior to fastening into position. Proper safety equipment is recommended for all installations. Also, the roof decking should be clear of debris and moisture prior to installation of the roofing felt. Roofing felt should be installed from the bottom of the roof in horizontal layers to increase the water shedding ability of the felt. The initial layer of felt should be installed to cover the bottom edge of the decking, from edge to edge. Overhang is not required. Anchor the top corner of the felt after it has been properly positioned and roll the felt out across the roof. Pay careful attention to roll the felt out smoothly, avoiding wrinkles as you move across the roof. The top edge of the felt should be fastened no less than every eight inches. The middle and bottom edge should also be fastened no less than every eight inches. Fasteners should be applied no less than every eight inches along the eaves. The next.course of felt should also be aligned with the roof edge and should overlap the previous course two inches (sometimes referred to as head lap). In the event you get to the end of a roll prior to getting to the opposite edge of the roof, begin a new roll with a four inch overlap over the end of the prior roll (sometimes referred to as end lap). The same fastening pattern used on the middle and bottom of the initial course should be used for each subsequent course. For the top of each subsequent course, fasten intermittently to hold the top edge in place until the next course is applied. The fasteners in the bottom of the next course will hold the top of the previous course securely. Continue up the roof in this manner. Be sure to firmly fasten the top of the final course if it terminates at the top edge of the roof. Otherwise, overlap the felt over the ridge and secure then begin at the bottom of the other side of the ridge and repeat the process. In valleys, lay a vertical section of roofing felt the length of the valley prior to the installation of the horizontal runs of roofing felt. If you use more than one section of roofing felt in a valley, be certain to start at the bottom and overlap each, subsequent. length a minimum of two inches as you move up the valley to inns r 0 'Twater P. shedding. In the event some wrinkles are created while fastening down a course of felt, slice the wrinkles and fasten them flat to the deck. Then seal the cuts with waterproofing cement. Installation of the primary roof covering (ex. Shingles) is recommended immediately after felt installation. NOTE: LOCAL BUILDING CODES MAY REQUIRE A DIFFERENT FASTENING PATTERN AND/OR SPECIFIC FASTENER TYPES THAN RECOMMENDED BY THESE INSTRUCTIONS. PLEASE CONTACT YOUR LOCAL BUILDING CODE ADMINISTRATOR FOR THE EXISTENCE OF REGIONALLY SPECIFIC FASTENING REQUIREMENTS. IMPACTYFEE STATNEMENT ) STATEMENT NUMBER: 18100004 DATE: May 07, 2018 01eA . BUILDING APPLICATION #: 18-10000434 BUILDING PERMIT NUMBER: 18-10000434 UNIT ADDRESS: NIGHT HERON DRIVE 4002 17-20-31-502-0000-0630 TRAFFIC ZONE:022 JURISDICTION• SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: PARK S UARE ENTERPRISES LLC ADDRESS: 5200 VTNELAND RD STE 100 ORLANDO FL 32811 LAND USE: WYNDHAM PRESERVE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 4002 NIGHT HERON DRIVE / WYNDHAM PRESERVE / SFR FEETYPERATE -------UNIT------CALC-----UNIT-------TOTAL DUE-- TYPEDIST ----- ------ ------ ---- SCHEDRATEUNITSTYPE ROADS -ARTERIALS CO -WIDE ORD Single Familyy ROADS -COLLECTORS Housing 705.00 Single Family N/A Housing 00 FIRE RESCUE N/A LIBRARY CO -WIDE ORD Single Family SCHOOLS Housingg 54.00 CO -WIDE ORD Single Family Housing 9,000.00 PAR LAW ENFORCE N/A DRAINAGE N/A 1.000 dwl unit 705.00 1.000 dwl unit 00 00 1.000 dwl unit 54.00 1.000 dwl unit 91000.00 00 00 00 AMOUNT DUE 9,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE'UNDER THESEMINOLECOUNTYROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONALISSUANCEOFABUILDINGPERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEESMUSTBEEXERCISEDBYFILINGAWRITTENREQQUESTWITHIN45CALENDARDAYSOFTHEDATEABOVE, BUT NO LATER THAR CEQUEST FOR REVIEWRTIFICATE 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 SANFORDBUILDINGDEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 THEMCOUNTYNT OBUILDINGBEYCHECK PERMIT NUMBERMONEY ATOTHHERTOPNLEFTOOFDTHISREFERENCE STATEMENT. THIS STATEMENTIS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60CALENDARDAYSFROMTHEDATEABOVE CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION D C I6 1iApplicationNo: Documented Construction Value: S Job Address: _ 9 U (J- N - 4f f r;;vl I)( Historic District: Yes No Parcel ID: Residential W., Commercial Type of Work: New W Addition Alteration Repair Demo Change of Use Move Description of Work: 0 •f VJ tVJ S r Plan Review Contact Person: Phone: Fax: Title: Email: Property Owner Information Name Phone: Street: City, State Zip: Resident of property? : Contractor Information R. n. Phone: `U i - `ypam9l "1 C dName .te- Le Street: )- S Fax: yU % `" City, State Zip: i- Uc6.d FL 34T Ii State License No.: Architect/Engineer Information Name: Phone: Street: City, St, Zip: Fax: E- mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 51° Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID 141)> Siy,fitun: o` on for/Agent L to I IOL Lim cc Print Contractor/Agent's Name of Contractor/Agent is Personally Produced ID Type of ID _ BELOW IS FOR OFFICE USE ONLY 4 c/N1. FER y /ir i t ..ltussioy °Fe'', 7. e?pFfo m• e•o N:*i O'. BFF1200 -,3= Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: FIRE: COMMENTS: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application JUL 1 CITY OF SANFORD 9 1018 BUILDING &t FIRE PREVENTION PERMIT APPLICATION Application No: - r Documented Construction Value: S J Job Address: Uinh Historic District: 1'es \o Q Parcel TD: Residential Cotnntercial ElTypeofWork: I ew addition kIteritlitin ElRepair [I Demo Chan;e of Use moce Description of \Vork: Plan Review Contact Person: Phone: Fax: Email: Property Owner Information Name Phone: Title: Street: Resident of property? : City. State Zip: j Contractor Information ame` i irI. L k>(,. l I``.i_1 1!^ it:T Phone: l = G .(I i 1 Street: c % c>. 1t ' L( kl Fax: 1Stateipeir.'. S Z: 4!`! It State Q Licer se \o.: Hanle: Street: Cite. St. Zip: Bonding Company: A(I(Ir•ess: Architect/Enginear Information Phone. Fax: E-mail: lortnar e Lender: address: WARNING TO OWNER: YOUR FAILURE TO RECOrd) A NOTICE OF COMMENCEMEST MAN' R.E-L'I-'r IN YOUR PAYING FOrt IMPROVEMENTS 'ro 1'OL'it PI20PEwn'. A NOTICE OF CO IAIE\CEMENT Nll.'ST FE RECORDED A\D POSTED ON TI-I.E JOB SITE BEFORE THE rms-I' IssPECrioN. IF YOU •I.O O:'rAlN FISANCI.NG. CONSULT WITH YOUR LENDER OR AS ATTORNEY BEFORE RECORDING YOUR -xO'rICE OF COMMENCEMENT. 7.i::.9:1{.. .. ilk. :'. G:..... ti` Oit::a l ....., i C:.l i? t4(ii ..ii_' t,•j;•ii::.. J a: l alC_.. ti. I C:e: ...... .iil l ''; i,; tz !•; ::_• erg .,_..:. _,.i:.:,. `!, .il :r t...:.,..:.e=, .. I li_ .i.: L. ! _ .:... ..... 1 ll Oi t`: i.. •!. ,aii:i: , i0 ia:.. i. S: at1.W Qi all I.'.•.•j , .va::i7d Ct..ii j!!7<'c•_:i tt. I end_ts:and that a separm permit must be s cured Iv: clcirical %%urk. plumbin _- signs. reel!;, pool;, turr•. acrs. boiler:. heaters. tanks, and -ir conditioner;. etc. FCC 10.3shall lie ir.:c; i's,ed r• ith die t! rte r,f afi;ili: a:ivn a:u! t!ic code in rfiett : ,,`teat date: ' I:diliou t?41=, FL,ri :r t:uii li. C i•;la NOTICE: In addition to the requirements of this permit, there niay be additional restrictions applicable to this properm. that rnat• be found in the public records of this county. and there may be additional permits required horn other governmental entities such as a to manneenient districts, state agencies, or federal agencies. acceptance of permit is verification that I will notify the oa Wert of the property of the requirements of Florida Lien Laty, FS 71 :. The City of Sanford requires payinent of a plan ret•itw 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 tint! of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at tie time the permit is issued, in accordance with local ordinance. Should calcul_t:d charges figured off the executed contract exceed the a;ittal corstrttction value. credit will be applied to your pertnit fees when the permit is issued. OWNER'S aFFII)Ayi-r: I certify that all of the foregoing informarion is accurate and that all work will be done in compliance with all :applicable reuulatinR construction a dtontnQ. its^art:: ; c:t:,::•e::,t mltr,., -::: 3 Nat:,: a3:: Of \otar •State cc rioaca Jat. V' STEPHANIE RALLO Commission # FF 175017 it Expires Nape 9, 2018 eamanw .mnm.aK.ett>aestntt O'• ncr/Agtni is Personaliv Known to Mt or Produced rD Type of ID ,_ 7otri. to ProID Type of fD BELONG' IS FOR OFFICE USE O\LS' Permits Required: Building EI?Ciiica! \leclt:A:lical Pls!t:ibing G_s Roof Construction Type: Tor21 Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: Nett C0tastruction: Electric - - of Arrps Flood Zone: of Stories: Plumbing - _ of Fixtures Fire Sprinkler Pc!rntit: Yes[] No = of lita — Fire _Marta Permit: Y-e; NoFi APPROVALS: ZOX I\'Ci: ENGCNEER(: NG: C0 INIENTS: UTILITIES: ILITIES: WASTE \*\**AT ER: FrR, E: BUILDING: UNIVERSAL ENGINEERING SCIENCESConsultantsIn: Geotechnical Engineering - Environmental SciencesGeophysicalServices - Construction Materials Testing - Threshold Inspection Building Inspection - Plan Review - Building Code Administration j.u!%nrai& Blvd Orlando, 32811 - P: 407.423.0504 - F: 407.423.3106 — UES protect nu. --- - Workorder No: 9404728-1 Report Date: 9/13/2018 In Place Density Test Report Client- Park Square Homes UES Technician: Sammie Edwards 5200 Vineland Road, Suite 200 Date Tested: 09/13/2018 Orlando, FL 32811 Project: Wyndham Preserve, House Lot Testing East Lake Mary Boulevard & Brisson Avenue South, Sanford, Seminole County, FL 32773 Area Tested: 4002 Night Heron Drive (Lot # 63) Type of Tes t: Field: ASTM D-2937 Drive Cylinder Method Material: Native Reference Datum: 0 = Bottom of Footing Laboratory: ASTM D1557 Modified Proctor below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density. The tests Nat, Test No. Location of Test Ran 1 North Footing 02SouthFooting13JedWestFooting14SouthWestCornerofPad (TOF) 15CenterofPad (TOF) 28 Remarks: TOF= Top Of Fill Dry Field Soil Depth Pass ity Moisture Compaction inch) or Fail I° 5.97.4 100 NIA Pas: 6.9M6.3 101 N/A Pas: 5.5 4.7 99 N/A Pas: 7.2 4.3 100 N/A Pas: 4.0 4.9 97 N/A Pas: e Tn nnlnAli.•h +'.L.nl w wlnnlinn In I Inn.ni.•nl'n n1:nnM N•n O..Alin n.•a nuronA.nn nll wn..nAn o^.` •..' A.wi/N.d nn ..n.•'a'•linl nwnwnrh• ! n.. n1:nnM ..nd n../An.:+n/inw 1 0 nESCRIPTION AS FURNISHED: Lot 63 WYNDHAM PRESERVE, as recorded in Plot Book 31, Pages d•:i AP- lillough 102 of the Public Records of Seminole County, Florida. 1 BOUNDARY FOR/CERTIFIED TO: Park Square Enterprises, LLC (a Delaware Corporation): Winderweedle, Haines, Word & Woodman, PA: Attorneys' Title Insurance Fund: Bank of America REMAINDER OF LOT 3 PALMER'S SUBDIVISION PLAT BOOK 2. PAGE 41 S 00.1 B'02" E / A f 10' FENCE. ESMI. , 2a.91' 28.92' LOT 63 Stiti A t LOT 64 G 7.50, P C. 675.67' 1 - - - - - - - SETBACKS AS FURNISIIC0 rtiONTREAR 20' SIDE - 5' (40' Lot) 7.$' (60' LOT) NY (75' Lon uuC srREEI - 2S' (60' At 75' LOT) 15' (do' Lot) I 25' rltONl SETBACK CAN Of REDUCEO TO 20' ON CERTAIN LOTS. NO MORE THAN 12) IN SUCCESSION AT 20' AND A MINIMUM FORMBOARO FOUNDATION TOE- TOP OF FORM FORM AvERACE- 28.66' 25.20' 25.20' I r .' unt. ESMr. S 00-16'57" E (82) 60.00' n COr O CJ tV .Or 62 7.50' 38.33' 1 e ti NIGHT HERON DRI T'E 50' PRIVATE R/W) PLOT PUN AREA CALCULATIONS or (2) IN SUCCESSION AT 25' FOUL LOT AREA 7,I47 A SOUARE FEET PT10iPOSEO - nNSNEO SPOT GRADE ELEVATIONS rLATVORK ON/OFF LOT - TOTAL t SOUARE FEET FUr ORK ' R. DRAINAGE PLANS ORAL A03/ 110. 513 t SOLWRE FEET 87/ J00- 367 r SOUARE FEET FOUNOMnON/PAO 2.484 i SIKJARE FEr' REAR PPORCN 16e JCLJ - . PROPOSED DRAINAGE FLOW \5,(i WALKS DECK t SOUARE L('r CRAOINC nPE A MOD (},pP' SW 3.9801250 a 4.230 t SOUA FEET POOL DECK N/A A SOWRC rF' I M..fMrCO F.F. PER PLANS - 26.6' Q`' ggrE IRONT SWIVALK AND VftTr LOGMx TAKEN FMW PLANS P"W= ar• "M Nor mw aTFtriM CRUSF AZEYER-SCOFF ASSOC., INC. - LAND SUR1TF.)'(1?.<` ttLcte. • LfCAN. . 3400 E: COLONUL OR. ORLAN00, FL. 32807 (407)-277-3232 FAX (407)-o•8- IJ.'.F L.t II • O' Llt[ to. . 1_ WK S! me Ilffv • na ruf AL • Imn Q QKtffl L.PV• I. 11t 1RO01lrM0 OOSf 0=1 CIp11n' nr.r DAS awls tRETf 114 JfArO.lmf a rR.C11L4 SR lOrIN Ln tltr nwr. a•1an' Y• nt. . trot .uf IAC • IOIW1 ? tnPaw MV.nPr Y0Y MOAT awiRlfOW3 YWI(SC N Or.P1[R Sr-17 rlowo. OJOf t+1/61t ro W " .a• nt.fOl ar. •L:: a~ . ;ONRIC wo•At[trt 4 Il • Y IL .r.11 .NA yj. : AMwCL. tYCMKI S" I"S S c Lfik2IPA [ut1LQf(p YtM aM.t1M7 !C-IIIIE AND OIIrOxY W16[o fCA. DAS fuwR1• tW M COPES "Ar M YAIw. V O 1 f1A/ 9/M1•I tqf rim /Aox 1111E EP11AI.10. ril.0wo 10 rK 00.0m. txdE t-f Q or."P MfA1Cr11/tS r4p 't. W CA Wv 4t. • OCR."Im M.C.' o[ . LD•CK[t[wt ri. • Rlw.tfM I= A fAY•rtxq If-Y AWLQ f16 r1rOKRII. x0 11M(AGIIOUIO YIfIfAE1KM3 tnK ofEx IOC.RO Itll6i OWICA.Lff 9a"-. CLE, E COttCRt•[ fJ. • IleLoc M1m QCV tc.. wt t L. LWLfsc t[tl.Ot lo[ E, f10f SWAY O nffPAA@ MR INC s'..E &, oll or ow" CCM1,1L0 M A SIt01M0 xo/ K 41L0 oMtt M .VP" o/wCx Cxhfr INn •Q-.•. fw • ..0 S tn' L„W u . we SWUM a CWIOISwn Swat to 11C LOUTION Ir "tAWWWxI2 Nm w fMdAD x01 CC w o to mlwllvt , Ir.Am P. M ~we oMtUnnwif0 a dV ems, IMP,& 60ft—W .term thtif CLIC • Cw 10- Ma JK Va10 rtAc I. LOIIIt,f7 0, AII!ItCI1ltAllbl x" .716. t09¢Ir I . t•L. . ItrPl O o AIt/C t,t •Tax, If 1.t t :f GLRr1f1ED BM SCMC r-- I' - 20 —r dGtnr et'. Mr[ 4A07 rAt a • ftr®A ttm• PLOT PLAN 04-0-2018 ro21-1a Lcw.. t nt. IORIA60.40 FOUND YON/ELIEW. OA-Or-201e SD05-IA LanLtae a.Iutc N•l u.ec NORTH 1W DIA 0hW\P"KPn DOE' Nor uE WF?NW G Afr ESIAfto" 100 r&O OtOW PLANE AS PER 'TOW' W. SSCO .ERLS Lsa01 1)11 Aw 1•' .WP / 1211700000 F (00-28-01) M-1ECIENvIE 40V 01 2018i BY• CITY OF SANFORD BUILDING 8t FIRE PREVENTION PERMIT APPLICATION Application No: 1 b— I 0 I 0 Documented Construction Value: $ 4837.00 Job Address: 4002 Ni4ht Heron Dr SANFORD, FL 32773 Historic District: Yes No Parcel ID:17-20-31-502-0000-0630 Lot 63 Residential ® Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: Install new 3-ton HVAC system with duct work Plan Review Contact Person: Paula Bagley Title: Permit Clerk Phone: 407-975-2762 Fax: 407-629-9307 Email:_ permitting@onestopcooling.com Property Owner Information Name Park Square Homes Phone: 407-529-3000 Street: 5200 Vineland Rd #100 Resident of property? : City, State Zip: Orlando, FL 32811 Contractor Information Name One Stop Cooling & Heating, LLC Phone: 407-975-2762 Street: 7225 Sandscove Court Fax: 407-629-9307 City, State Zip: Winter Park_ FI .12792 State License No.: CAC 032444 Architect/Engineer Information Name: Phone: Street: City, St, Zip: Bonding Company: Address: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit trust 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: 51° Edition (2014) Florida Building Code Revised: June 30, 201 S Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of it 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 be done in compliance with all applicable laws re Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Nuary-State of Florida Date OwnedAgcnt is Personally Known to Me or Produced 1D Type of ID information is accurate and that all work will instructipn and zoning. F 11/1/18 Kevin Stine Print Contractor/Agent's Name Signature Date KELLY WEB8TER Notary Pu0110 • State of Florida Commission / FF 978034 My Comm. Expires Apr 4. 2020 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: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: COMMENTS: BUILDING: Revised: June 30. 2013 Permit Application FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Page 3 Application Number . . . . . 18-00001818 Date 11/01/18 Property Address . . . . . . 4002 NIGHT HERON DR Parcel Number . . . . . . . . 17.20.31.502-0000-0630 Application description . . . NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Permit . . . . . . MECHANICAL - NEW RESIDENTIAL Additional desc . . Phone Access Code 1085471 Permit pin number 1085471 Required Inspections Phone Insp Seq Inspk Code Description Initials Date 10 409 MHO1 MECHANICAL ROUGH IN 1000 410 MH02 MECHANICAL FINAL / / FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 856.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Application Number . . . . . 18-00001818 Date 11/01/18 Application pin number . . . 517282 Property Address . . . . . . 4002 NIGHT HERON DR Parcel Number . . . . . . . . 17.20.31.502-0000-0630 Application type description NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Application valuation . . . . 290154 Application desc noc on file Owner Contractor PARK SQUARE HOMES PARK SQUARE HOMES 5200 VINELAND RD SUITE 200 ORLANDO FL 32811 407) 529-3000 Structure Information 000 000 ---------------------- Construction Type . . . . . VB Occupancy Type . . . . . . RESIDENTIAL USE GROUP Flood Zone . . . . . . . . NONE Other struct info . . . . . ELEC - # AMPS 150.00 PLUMBING FIXTURES 20.00 NUMBER OF STORIES 1.00 SQUARE FOOTAGE 2684.00 Permit . . . . . . MECHANICAL - NEW RESIDENTIAL Additional desc . . Phone Access Code 1085471 Permit pin number 1085471 Sub Contractor ONE STOP COOLING & HEATING INC Permit Fee . . . . 70.00 Issue Date . . . . 11/01/18 Valuation . . 4837 Expiration Date . . 4/30/19 Qty Unit Charge Per Extension BASE FEE 70.00 Special Notes and Comments All projects within the City shall use WastePro for debris removal. Please contact WastePro at 407.774.0800. Normal hours for inspections are from 7:30 through 4:30 Monday through Thursday. Please be aware you must contact the Building Official to schedule a Friday or after hours inspection. This is required since not every inspector is licensed to do every type inspection. Communication is the key, so please contact the Building Official if you have any questions at 407.688.5058 or at dave.aldrichosanfordfl.gov Water impact fee $1343.00 Sewer impact fee $3025.00 Other Fees . . . . . . . . . 01-APPLCTH FEE -ELECTRIC 25.00 O1-APPLCTN FEE -BUILDING 25.00 O1-APPLCTN FEE -MECHANIC 25.00 O1-APPLCTN FEE -PLUMBING 25.00 O1-BLDG PLAN REVIEW 1098.00 02-CURB CUT/DRIVE - S/F 40.00 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED.