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2642 Flicker Cv 18-2735 (documents)
r,. CITY OF SFORDAN FIRE DEPARTMENT P J UN 1 g 2018 Building & Fire Prevention Division PERMIT APPLICATION Application No: 19 a' -73S Documented Construction Value: $ o g -361 Z32 ,%so Job Address: 2 C.F 2 A11(ilt"- Historic District: Yes Nov Parcel ID: 17-20-31-502-0000- 0 Residentialv Commercial Type of Work: New Addition Alteration Repair[] Demo[] Change of Use[] Move Description of Work: NEW SINGLE FAMILY HOME WYNDHAM PRESERVE LOT # ZS Plan Review Contact Person: Daphne Clark Phone:407-257-6940 Fax: Property Owner Information Title: Email: Parksquare@PermitsPermitsPermits.com Name Park Square Enterprises LLC Phone: Street: 5200 Vineland Rd STE 100 Resident of property? City, State Zip: Orlando FL 32811 Contractor Information Name VISHAAL S GUPTA - PARK SQUARE HOMES Phone: 407-5293100 Street: 5200 Vineland Rd STE 100 Fax: City, State Zip: Orlando FL 32811 State License No.: CRC1330351 5 Name: Street: City, St, Zip: Bonding Company: N/A Arch itect/Eng1neer Information Phone: Fax: E-mail: Mortgage Lender: N/A Address: IAddress: M In n 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 nCOMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6" Edition (2017) Florida Building Code Revised. January I, 2018 Permit Application 1 tr9E t NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 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. k(- ' ej Signature of Owner/Agent Date VISHAAL S GUPTA Print Owner/Agent's Name b r J" r Signature of Notary-Sta i a Uftte a I FFF 08pjiajSS10N19 Owner/Agent is YES Nqly Known to Me or Produced 1D N/A Type of ID 01 V 6 C Y Signature of Contractor/Agent Dfite VISHAAL S GUPTA Print Contractor/ ame Sig Lure of otary-State of Florida Date F'' * MY CAMMI SIaON j08 bigEXPIRES, N"'7 §1A,00Sgadbilu $00 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 [R Construction Type: N g Electrical Mechanical [ Plumbing[ Gas[]Roof Occupancy Use: 0=3 Flood Zone: k^5CIE t4eb Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories:?— New Construction: Electric - # of Amps 21M Plumbing - # of Fixtures, Fire Sprinkler Permit: Yes No [r # of Heads APPROVALS: ZONING: JL UTILITIES: J COMMENTS: ENGINEERING: 04 <C. CP 25`lb FIRE: Ok to construct single family homewithsetbacksandimperviousarea shown on plan. tf8. 2'/0 ,M- ! Z718 T.ScahY C, r- r-- Revised. January I, 2018 2S Fire Alarm Permit: Yes Noe WASTE WATER: BUILDING: 9F - Permit Application Y OF SXNFORD PLANNING & DEVELOPMENT SERVICES DEPARTMENT Flood Zone Determination Request Form Name: Daphne Clark Firm: Park Square Homes Address: 5200 Vineland Road, Suite 200 City: Orlando State: FL Zip Code: 32811 Phone: 407-257-6940 Fax: Email: parksquareC permitspermitspermits.com Property Address: 2642 Flicker Cove Property Owner: Park Square Enterprises, LLC Parcel identification Number: 17-20-31-502-0000-1250 Phone Number: 407-529-3000 Email: The reason for the flood plain determination is: 0 New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) OFFICIAL USE ONLY' Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 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 W 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# 18-2735 Reviewed by: Michael Cash, CFM Date: June 25, 2018 Revision Response to Comments Permit # 18-2735 City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Submittal Date August 8t', 2018 Project Address: 2642 Flicker Cove. Sanford, Fl 32773 Contact: Anthony Perrotti Ph: 407-592-4187 Fax: Email: parksquare&permitspermitspermits.com and/or anthony@permitspermitspermits.com Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water General description of revision: yard setback at 5.00'. ROUTING INFORMATION Department Approvals Utilities Waste Water tOk to construct single family home -- Planning I with setbacks and impervious area _ shown on plan. 40.2 01- 1ElEngineering _. _ i 2 15 (uscany - G, C Fire Prevention Building 3 CITY OF Application for Right -of -Way SORD Utilization Permit PLANNING b 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 Directional Bore Jack & Bore Underground Utilities Roadway open cut -single lane Roadway open cut —multi lane Small Cell/Wireless Co -location I I New pole M Other (describe): Brief Description of Work: DRIVEWAY FOR NEW SINGLE FAMILY HOME WYNDHAM PRESERVE LOT # IZS-- 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 submitt Signature: Print Name: VISHAAL S GUPTA Firm/ Company: VIS L 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.cash@sanfordfl.gov I have read and understand the above statement and by signing this application I agree to its terms. Signature: Application No: Reviewed: Public Works Utilities Engineering Inspected By: Conditions': Date: Official Use Only Fee Date: Date: Date: Date: ' Z rj Zo( e Date: SCPA Parcel View: 17-20-31-502-0000-1250 http://parceidetaii.scpafl.org/ParceiDetaillnfo.aspx?PID=1720315020... Prooerty Record Card PM Parcel: 17-20-31-502-0000-1250 oourtr,raora, Property Address: 2642 FLICKER CV SANFORD, FL 32773 Parcel Information I Value Summary Land Value Ag Just/Market Value " $45.000 $14,000 Portability Adj Save Our Homes Adj I s0 0 Amendment 1 Adj s0 0 PSG Adj 0 Iso Assessed Value 45,000 r $14.000 Tax Amount without SOH. $266.00 2017 Tax Bill Amount $266.00 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description r LOT 125 WYNDHAM PRESERVE PB 81 PGS 93-102 Taxes SJWM(S Sales Descnpbon Date Book Page Amount Qualified Vac/Imp No Sales Find Comparable Sales Land Method Frontage Depth Units Units Price Land Value LOT I 11 $45,000.00 , $45,000 ing Information Permits Permit Description Agency Amount CO Date Permit Date 1 of 2 6/18/2018, 8:06 AM CITY -OF J UN 18Sk4FOJZD FIRE DEPARTMENT 2018 Building & Fire Prevention Division PERMIT APPLICATION Application No: l 8 Q -135 Documented Construction Value: $0?31j3 oo fo Job Address: b C 2 l C, Historic District: Yes Noa Parcel ID: 17-20-31-502-0000- I2,_ 0 Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: NEW SINGLE FAMILY HOME WYNDHAM PRESERVE LOT # Z Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: Email: Parksquare@PermitsPermitsPermits.com Property Owner Information Name Park Square Enterprises LLC Street: 5200 Vineland Rd STE 100 City, State Zip: Orlando FL 32811 Phone: Resident of property? Contractor Information Name VISHAAL S GUPTA - PARK SQUARE HOMES Street: 5200 Vineland Rd STE 100 City, State Zip: Name: Orlando FL 32811 Phone: 407-5293100 Fax: State License No.: CRC1330351 Architect/Engineer Information Phone: Street: Fax: City, St, Zip: - E-mail; Bonding Company: Address: N/A Mortgage Lender: Address: N/A WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 61h Edition (2017) Florida Building Code ed: January 1, 2018 Permit Application r 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. k(- 4C Signature of Owner/Agent Date VISHAAL S GUPTA Print Owner/Agent's Name e. 6 rJ Signature of Notary-Sta , a We sSIIOOR#52091084P .' ' • * oRES, no 2a ryws Owner/Agent is YES 1- ly Known to Me or Produced ID N/A Type of ID 6 h da- Signature of Contractor/Agent EAe VISHAAL S GUPTA Print Contractor/ ame / 6101( ' Signature of otary-State of Florida Date 4P ly OMISSION t FF I+D9106 EXPIRES; Juno 27,209 br 1' BddtAlhNtINoUH saly 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[] Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES: /l' 6 d WASTEWATER: FIRE: BUILDING: Revised: January 1, 2018 Permit Application f t 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 Address: ter. -+., <.•. -s, ,., Y: '; P; s•. {.r - :•a," E"LECTRIGA Ir PERIVIIT„ '-f` `':' •;;.:_. Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final r ID r lI lZ`F.t::S.J Yt:1C A Si:ci^'K "..4'i .Ji^'^m:•'yti l7 Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final 1VIE'CH A N ICALIP•ERNI IT 3;; ".`...: T-,.;,;... ". ti,`,: = -;. REVISED: June 2014 i Parcel ID Number: 17-20-31-502-0000- U 0 Prepared By Daphne Clark and Park Square Homes Return To : 5200 Vineland Road, Suite 200 Orlando, Fl 32811 NOTICE OF COMARNCEM ENT. i ll tff f f1 lfff flf t fllff If it flit i lt GRANT NALOYY R-ENINOLE COUNTY 1Eh., OF CIRCUIT COURT & ICOrIPTROLLER BK 9154 F'_a 120S (IF'3s ) CLERIC'S T 201`069107 RECORDED CQ''1 ' 201;' Cif : i5: IS PHRECORDINGFEES $ll"i0 , RECORDED BY je,,kenra State of Florida. Q County of Seminole. Permit Number: I 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 12 S Legal Description: WYNDHAM PRESERVE, according to the plat thereof, as recorded in lat Book 81, Page 993-102, of the public records of Seminole County, Florida. Address : Z Z jq1 G(C_X.//Sanford F132773 2. General Description of Improvements: New Single Family Home 3. Owner Information : Name Address Telephone 4. Fee Simple Title Holder: 5. Contractor Name and Address: Name Address Telephone 6. Surety: N.A. 7. Lender: Park Square Enterprises LLC 5200 Vineland Road, Suite 200, Orlando, F132811 407) 529-3000 N. A. Park Square Homes 5200 Vineland Road, Suite 200, Orlando, F132811 407) 529-3000 Name Fifth Third Bank Address 5050 Kingsley Dr. MD: 1MOC3J Cincinnati, OH 45227 1 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. 13.13(1)(b), Florida Statutes. N.A. 10. Expiration date of notice of commencement: One year from the date of recording. i WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONSULT YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. I I1. Date Signed : Signature of Owner's Agent: Vishaal Gupta Executive Vice President, Park Square Enterprises LLC r Sworn to and subscribed before me this day by Vishaal Gupta who is personally known to me and did not produce I yO inn. •• W y` Q C_' OCr 0 U Notary Publica0' \tl' i gyp\ kN a ~ LL Q Daphne Clark , p .• * y,Q\AN°"14 u ::5 My commission expires: 6/27/19 *' o Serial No. FF209108 o ignature: o•rEoo tary seal: o 0 0 0 Uj LLY U Z CCCWOUj S V UQ% in A! N OD7 COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100006 BUILDING APPLICATION #: 18-10000668 BUILDING PERMIT NUMBER: 18-10000668 DATE: August 06, 2018 ' j 3Co7, A 3 a UNIT ADDRESS: FLICKER COVE 2642 17-20-31-502-0000-1250 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: PARK SQUARE ENTERPRISES ADDRESS: 5200 VINELAND RD STE 200 ORLANDO FL 32811 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 2642 FLICKER COVE / WYNDHAM PRESERVE / SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit 705.00 ROADS -COLLECTORS N/A Single Family Housing 00 1.000 dwl unit 00 FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD Single Family Housingg 54.00 1.000 dwl unit 54.00 SCHOOLS CO -WIDE ORD Single Family Housing 9,000.00 1.000 dwl unit 9,000.00 PARKS N/A 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 9,759.00 PERSONS ARE ADVISED THAT THIS IS -A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF -THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE, BUT NO LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE• 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE I FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method' Project Name: Lot 125 Tuscany C R_HG - S Builder Name: Park Square Homes Street: 2642 Flicker Cove Permit Office: City of Sanford City, State, Zip: Sanford , FL , Permit Number: p OOwner: Park Square Homes Jurisdiction: 15 0 nSANF(o)I DDesignLocation: FL, Orlando County:: Seminole (Florida Climate Zone 2 1 New construction or existing New (From Plans) 9. Wall Types (3119.0 sqft.) Insulatio J jAr r' 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=11.0 1 2 b. Concrete Block - Int Insul, Exterior R=4.1 1204.00 ft2 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=11.0 196 00 ft2 4. Number of Bedrooms 5 d. N/A R= ft2 10. Ceiling Types (1751.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1751.00 ft2 6. Conditioned floor area above grade (ft2) 2718 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c N/A' R= ft2 11. Ducts R ft2 7. Windows(374.0 'sgft.) Description - Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 5436 a. U-Factor: Dbl, U=0.55 255.00 ft2 SHGC: SHGC=0.22 b. U-Factor: Dbl, U=0.58 64.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 55.5 SEER:14.75 c. U-Factor: Dbl, U=0.54 55.00 ft2 SHGC: SHGC=0.25 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 54.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 2.084 ft. Area Weighted Average SHGC: 0.230 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (2718.0 sqft.) Insulation Area EF: 0.900 a. Slab -On -Grade Edge Insulation R=0.0 ' 1219.00 ft2 b Conservation features b. Floor, Over Other Space R=0.0 967.00 ft2 None c. other (see details) R= 532.00 ft2 15 Credits Pstat Glass/Floor Area: 0.138 Total Proposed Modified Loads: 82.66 PASSTotalBaselineLoads: 84.31 I hereby certify that the plans and specifications covered by Review of the plans and k10E 8r,41, this calculation are 6 compliance with the Florida Energy specifications covered 6y this Code. Digitally signed byRafael Rafael lzquierdo calculation indicates compliance I2gu,e-. with the Florida Energy Code. b- ,f+1„ Date, 2018 06 05 10,18 42 -04'00' PREPARED BY: Before construction is completed s - DATE: this building will be inspected for compliance with Section 553.908 a I hereby certify that this building, as designed, is in compliance Florida Statutes. CODwiththeFloridaEnergyCode. WE f J OWNER/AG BUILDING OFFICIAL: DATE: DATE:R. Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.030 On for whole house. 6/5/2018 10:15 AM EnergyGauge® USA - FlaRes2017_ Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2017 PROJECT Title: Lot 125 Tuscany C RHG - S Bedrooms: 5 Address Type: Lot Information Building Type: User Conditioned Area: 2718 Lot # 125 Owner Name: Park Square Homes Total Stories: 2 Block/Subdivision: WP of Units: 1 Worst Case: No PlatBook: Builder Name: Park Square Homes Rotate Angle: 0 Street: 2642 Flicker Cove Permit Office: City of Sanford Cross Ventilation: No County: Seminole Jurisdiction: 691500 1, Whole House Fan: No City, State, Zip: Sanford , Family Type: Single-family FL, New/Existing: New (From Plans) Comment: CLIMATE V Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Orlando FL ORLANDO INTL AR 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 2718 24827.7 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 , 1 st Floor 1219 11336.7 Yes 2 1 1 Yes Yes Yes 2 2nd Floor 1499 13491 No 5 4 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Raised Floor 2nd Floor ____ ____ 123 ftz 11 0.29 0 0.71 2 Floor over Garage 2nd Floor ____ ____ 409 ftz 11 0.29 0 0.71 3 Slab -On -Grade Edge Insulatio 1 st Floor 129 ft 0 1219 ftz 0.29 0 0.71 4 Floor Over Other Space 2nd Floor ____ ____ 967 ftz 0 0.29 0 0.71 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Hip Composition shingles 1958 ftz 0 ftz Dark 0.6 N 0.6 No 0 26.6 j ATTIC V # Type Ventilation Vent Ratio (1 in) Area FIBS IRCC 1 Full attic Vented 300 1751 ftz N N r 6/5/2018 10:15 AM EnergyGauge® USA - FlaRes2017 Section R405.4 1 Compliant Software Page 2 of 5 FORM R405-2017 CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1- Under Attic (Vented) 1 st Floor 30 Blown 1751 ft2 01 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below It nt To Wall Type Space Ft -value Ft In Et In Area R_Value_Eractwn-Absor-Gradelo_ 1 N Exterior Frame - Wood 2nd Floor 11 30 0 9 0 270.0 ftz 0 0.25 0.8 0 2 N Exterior Concrete Block - Int Insul 1 st Floor 4.1 30 r 0 9 4 280.0 ft2 0 0 0.8 0 3 E Exterior Frame - Wood 2nd Floor 11 65 6 9 0 589.5 ft2 0 0.25 0.8 0 4 E Exterior Concrete Block - Int Insul 1 st Floor 4.1 44 6 9 4 415.3 ft2 0 0 0.8 0 5 S Exterior Frame - Wood 2nd Floor 11 30 0 9 0 270 0 ft2 0 0.25 0.8 0 6 S Exterior Concrete Block - Int Insul 1st Floor 4.1 9' 6 9 4 88.7 ft2, 0 0 08 0 7 W Exterior Frame - Wood 2nd Floor 11 65 6 9 0 589 5 ft2 0 025 0.8 0 8• W Exterior Concrete Block - Int Insul 1 st Floor 4.1 45 0 9 4 420.0 ft2 0 0 0.8 0 9 - Garage Frame - Wood 1st Floor 11 21 0 9 4 196.0 ft2 0 0.25 0.8 0 DOORS Ornt Door Type Space Storms U-Value' Width Height _ Area Ft In Ft In 1 S Insulated 1st Floor None 39 3 8 24 f12 2 Wood - 1st Floor None 39 2 8 8 21.3 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 n 1 Metal Low-E Double Yes 0.55 0.22 N 30.0 ft2 1 It 0 in 1 ft 4 in Drapes/blinds None 2 n 2 Metal Low-E Double Yes 0.55 0.22 N 30.0 ft2 1 It 0 in 11 ft 8 in Drapes/blinds None 3 n 2 . Metal Low-E Double Yes 058 025 N 64.0 ft2 7 It 4 in 1 ft 4 in None None 4 e 3 Metal Low-E Double Yes 0.55 0.22 N 75.0 ft2 1 It 0 in 1 It 4 in Drapes/blinds None 5 e 4 Metal Low-E Double Yes 0.55 0.22 N 60.0 ft2 1 It 0 in 11 ft 8 in Drapes/blinds None 6 e 4 Metal Low-E Double Yes 0.54 0.25 N 4.0 ft2 1 ft 0 in 11 ft 8 in Drapes/blinds None 7 s 5 Metal Low-E Double Yes 0.55 0.22 N 30.0 ft2 1 It 0 in 1 ft 4 in Drapes/blinds None 8 S 5 Metal Low-E Double Yes 0.54 0.25 N 12.0 ft2 1It 0 in 1 ft 4 in Drapes/blinds None 9 w 7 Metal Low-E Double Yes 0.55 0.22 N 30.0 ft2 1 It 0 in 1 ft 4 in Drapes/blinds None 10 W 7 Metal Low-E Double Yes 0.54 0.25 N 8.0 ft2 1 ft 0 in 1 ft 4 in Drapes/blinds None 11 w 7 Metal Low-E Double Yes 0.54 0.25 N 15.0 ft2 1 It 0 in 1 It 4 in Drapes/blinds None 12 w 8 Metal Low-E Double Yes 0.54 0.25 N 8.0 ft2 1 It 0 in 1 It 4 in Drapes/blinds None 13 W 8 Metal Low-E Double Yes 0.54 0.25 N 8.0 f12 1 ft 0 in 11 ft 8 in Drapes/blinds None 6/ 5/2018 10:15 AM EnergyGauge® USA - FlaRes2017 Section R405.4 1 Compliant Software Page 3 of 5 FORM R405-2017 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 427 ftz 427 ftz 64 ft 9.3 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000406 2896.6 159.02 299.06 .3651 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8 2 54 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 14.7555.5 kBtu/hr 1665 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. 80 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ft2 DUCTS Supply ---- Location R-Value Area Return ---- Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT ON RLF HVAC # Heat Cool 1 Attic 6 543 6 ft Attic 135.9 ft Prop. Leak Free 2nd Floor --- cfm 81.5 cfm 0.03 050 1 1 6/5/2018 10:15 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5 FnPKA PAnF_ni 7 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling[ Jan Feb X} Mar A r Ma X Jun Jul AugSe Oct Nov Dec HeatinlX Jan Feb f X Mar f Apr May Jun Jul Au Sep Oct Nov Dec HVentin [ Jan 1] Feb X Mar A r Ma Jun Jul Au Se OctX 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 r i z 6/ 5/2018 10.15 AM EnergyGauge® USA - FlaRes2017 Section R405 4.1 Compliant Software Page 5 of 5 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 2642 Flicker Cove Permit Number: Sanford , FL , MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553 9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4 1 through R402 4 5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation.The components of the building thermal envelope as listed in Table R402 4 1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft'and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air IeakageWindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 L/s/m2), and swinging doors no more than 0.5 cfm per square foot (2 6 L/s/m2), when tested according to NFRC 400 or 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. 6/5/2018 10:16 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403 The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8 Exceptions: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes, to be "substantially leak free' in accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. Air handlers shall hale a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. 2. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope.* 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping Insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41 °C) or below 55°F (1 WC) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. _ R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory). Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and 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. 6/5/2018 10:16 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heal traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 1/2 inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60°C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water -heating systems to be turned off. R403.5.6.2 Water -healing equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM CFM) MINIMUM EFFICACY a CFM/WATT) AIRFLOW RATE MAXIMUtv CFM) Range hoods Any 2.8 cfm/watt Any In -line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/watt 90 Bathroom, utility room 90 2.8 cfm/watt Any For SI: 1 cfm = 28.3 Umin. a When tested in accordance with HVI Standard 916 6/5/2018 10:16 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403 7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403 7.1 R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (10°C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.8°C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403 10.1 through R403 10 5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for Heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 6/5/2018 10:16 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (Mandatorg)he energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps. Exception: Low -voltage lighting. R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights. 6/5/2018 10:16 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 FORM R405-2017 ENERGY PERFORMANCE LEVEL EPL) DISPLAY CARD " ESTIMATED ENERGY PERFORMANCE INDEX* 98 The lower the EnergyPerformance Index, the more efficient the home. 2642 Flicker Cove, Sanford, FL, 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2 Single family or multiple family Single-family a. Frame - Wood, Exterior R=11.0 1719.00 ftz b. Concrete Block - Int Insul, Exterior R=4 1 1204 00 ftz 3. Number of units, if multiple family 1 c Frame - Wood, Adjacent R=11.0 196.00 ftz 4. Number of Bedrooms 5 d. N/A R= ftz 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30 0 1751 00 ftz 6. Conditioned floor area (ftz) 2718 b. N/A R= ftz 7. Windows" Description Area c. N/A R= ftz a. U-Factor: Dbl, U=0 55 255.00 ftz 11 Ducts a. Sup: Attic, Ret: Attic, AH: 2nd Floor R ftz 6 543.6 SHGC: SHGC=0.22 b. U-Factor: - Dbl, U=0.58 64.00 ftz SHGC: SHGC=O 25 12. Cooling systems kBtu/hr Efficiency c. U-Factor: Dbl, U=0.54 55.00 ftz a. Central Unit 555 SEER:14.75 SHGC: SHGC=0.25 d. U-Factor: N/A ftz 13. Heating systems kBtu/hr Efficiency SHGC: a. Electric Heat Pump 54.0 HSPF:8 20 Area Weighted Average Overhang Depth: 2.084 ft. Area Weighted Average SHGC: 0.230 8 Floor Types Insulation Area 14. Hot water systems Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0 0 1219.00 ft z a. Electric EF: 0.9 b. Floor Over Other Space _ R=0.0 967.00 ftz c. other (see details) R= 532.00 ftz b. Conservation features None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: TAE sTgT 0 0- 1E.a f COD WET 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. 6/5/2018 10:16 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 125 Tuscany C RHG - S Builder Name: Park Square Homes Street: 2642 Flicker Cove Permit Office: City of Sanford City, State, Zip: Sanford , FL , Permit Number: Owner: Park Square Homes Jurisdiction: 691500 Design Location: FL, Orlando COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and an gaps in the air barrier shall be sealed. Y 9 P shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/doorjambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac as. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fare sprinkler cover plates and walls or cewinnos. a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 6/5/2018 10:16 AM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 ecProt Summary Job: Lot 125 Tuscany C RHG - S wrightsoft' ry Date: 09/19/2017 House By: XF/MC One Stop Cooling and Heating - 7225 Sandscove Cout, Wider Park, FL 32792 Phone. (407) 629 - 6920 Fax (407) 629 - 9307 Web wwwOreSlopCooling com License CAC032444 Prouect Information For: Park Square Homes 2642 Flicker Cove, Sanford, FL ti Notes: Weather: Orlando Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 92 OF Inside db 68 OF Inside db 74 OF Design TD 26 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 49 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 25399 Btuh Structure 24534 Bt6h Ducts 7015 Btuh Ducts 10100 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh none) none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 32414 Btuh Use manufacturer's data n Rate/swin multipplien Equipmenlsensibleload 0.97 BtuhInfiltration33733 Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 4151 Btuh Ducts 2020 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling none) Area (ft2) 2797 2797 Equipment latent load 6171 Btuh Volume (ft3) _ 25533 25533 Airchanges/hour 0.46 0.21 Equipment Total Load (Sen+Lat) 39904 Btuh Equiv. AVF (cfm) 194 89 Req. total capacity at 0.75 SHR 3.7 ton Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade TRANE Trade TRANE Model 4TWR60601-11 Cond 4TWR60601-11 AHRI ref 7994953 Coil TEM4A0C60S51++TDR AHRI ref 7994953 Efficiency 8.2 HSPF- Efficiency 12.0 EER,14.76 SEER Heating Input Sensible cooling 41625 Btuh Heating output ' 54000 Btuh @ 47°F Latent cooling 13875 Btuh Temperature rise 27 OF Total cooling 55500 Btuh Actual air flow 1850 cfm Actual air flow - 1850 cfm Air flow factor 0.057 cfm/Btuh Air flow factor 0.053 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.85 Capacity balance point = 28 OF IIn ut = O kW, Output = 0 Btuh, 100 AFUE Calculations approved byACCAto meet all requirements of Manual J 8th Ed. 41- wr14gtt1tsoft- 2018-AnO5094516 Rigti-Sule®Uriversa12018 18 0 11 RSU16202 Page 1 gCalc and EPL Temrplot 125Trscary CRHG - S p Calc = M18 Frorl Door faces S F - wrightsoft' Right-M Worksheet House One Stop Cooling and Heating 7225 Sandscove Carl, W irter Park, FL 32792 Phone (407) 629 - 6920 Fax (407) 629 - 9307 Web wwwOneSlopCoolirg com License: CAC032444 Job: Lot 125 Tuscany C RHG - S Date: 09/19/2017 By: XF/MC 1 2 4 5 Room name Exposed wall Room heigh - Room dimensions Room area House 320.0 ft 9.1 ft ` d 2796 5 fF DIN 33.5 ft393ftheaVcool 13.5 x 125 ft 168 8 fF Ty Construction number U-value Bbuhffi-+ Or HTM Btu hdF) Area (fF) or perimeter (ft) Load Btuh) Area OF) or perimeter (ft) Load Btuh) Heat I Cool Grass N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 Vf/ Y-G 12B-OsNi -'- - 4A5-2om 13A-4ocs 4A5-2om 4A5-2omd 12B-05w 4A5-2om , 13A-flocs 4A5-2om 4135-21m 12&Osw 4A5-2om 13A-flocs 11DO 12B-Osw _ - 4A5-2om 4B5-2fm 4135-2fm 13A-4ocs 4135-2fm 4135-21m_ 12C-OSW T__._. 11DO - 16B-30ad 19A-Obscp-''.,T 19C-19csm,_- 22A-qxn _ 0.097 0550 0143 0.550 0 580 0.097 0 550 0143 0 550 0.540 0097 0.550 0143 0390 0.097 0.550 0.540 0.540 0.143 0540 0540 0.091 0.390 0 032 0295 0.049 1.160 n n n n n e _ tee e a a s- s s s- w w w w _ w w w n , w- 2.53 1435 373 1435 1514 2 53 14.35 373 1435 1409 2.53 14.35 4091 373 1018 2.53 1435 14.09 1409 373 1409 1409 2.38 10.18 0 84 229 044 3080 2.82 13.41 290 1341 15.90 2.82 27.44 2.90 27.44 29 62 2.82 13.61 13 67 2.90 1227 2.82 2744 29.62 29 62 290 29.62 2962 1.51 1227 176 T=2.04 0.31 0.00 270 30 279 30 64 590 75 414 60 4 270 30 12 88 24 590 30 8 15 419 8 8 195 21 1749 7 . 124 410 1216 240 0 185 0 0 515 0 a-' 350 0 0 228 25 12 64 24 w 537 0 0 0 0403 0 0 174 21 1749 124 410 129 608 431 690 431 969 1303 1077 1306 861 56 577'-- 642 431 169 240 244 1358 431 113 211` R444 1502 113 113 413 217 1461 358 3973 876 402 536 402 1018 1450 2058 M 1013 1647 118 408 164 186 294 1512 823 237 1166 237 237 262 262 3076 252 128 0 0 0 126 30 0 0 0 70 0 0 0 0 T 0 0 00 0 0 0 0 116 8 0 0 0 169 0 0 169 0 0 96 0 0 0 0 70 0 0 0 0 0 0 0 0 0 0 0 108 0 0 0 0 169 0 N182 034 0 0 357 431 0 0 0 260 0 0 r 6' 0 0 n0 0 0 0 0 0 404 113 0 0 0 141 T _ 0 0 1032 0 0 277 402 0 0 0 202 0 0 6 0 0 0 0 0 0 0 0 313 237 0 0 0 297 0 0 0 V/ L--- G G Vj/-- G G V/ 0 G II- GG PI L- D C F T IF F_ 6 c) AED excursion 0 62 Envelope loss/gam 19837 19652 2737 1666 12 a) Infiltration b) Room venblabon 5562 0 1802 0 594 0 192 0 13 Internal gains' Occupants@ 230 Applianoes/ other 6 1380 1700 0 0 0 Subtotal ( lines 6 to 13) 25399 24534 3331 1859 14 15 Less external load Less transfer Redistribution Sublotal Duct loads 1 280/6 41 % 0 0 0 25399 7015 0 0 0 24534 10100 281/6 41%1 0 0 0 3331 920 0 0 0 1859 765 11 Total room load Au required (dim) 32414 1850 34634 1850 1 4251 243 2624 140 Calculations approved byACCAto meet all requirements of Manual J 8th Ed: ri- wr•tgtitsoft- 2018-JL005094516 Rigtt-SUte®Unlversal201B 18011 RSU16202 Page 1 Calc and EPL Terrp\ Lot 125Tuscary C RHG - S «p Calc = NUB Frori Door faces S wrightsoft` Right-J® Worksheet House One Stop Cooling and Heating 7225 Sardscove Court, Winter Park, FL 32792 Phone (407) 629 - 6920 Fax (407) 629 - 9307 Web wwwOneSlopCooling corn License CAC032444 Job: Lot 125 Tuscany C RHG - S Date: 09/19/2017 By-. XF/MC 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area WED 455 ft 9.0 ft heatV000l 10 x 316.3 ft 316.3 fF Krr 120 ft 93 ft heaUmo_I 1.0 x 148.5 • ft 148 5 fF Ty Construction number U-value Bb h1t2-°F) Or HTM BtuW) Area (fF) or perimeter (ft) Load Bwh) Area 012) or perimeter (ft) Load BWh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 yl f 1211PO- " 4A5 tom_ . _, , 13A-4ocs 4A5-2om 4A5-2omd 12B-09N 4A5-2om 13A-4ocs 4A5-2om 4B5-2fnn - 12B-Osw 4A5-2om 4B5-2hn _ 13A-4ocs - 11 DO 12B-Osw - s 4A5-2om 4135-21m 4B5-2hn---- .. 4B5-21m 4B5-2hn 12C-Osw y" 11DO-.-....-._-..-- 16B-30ad 19A-Obscp - _ _ m_ _ 19C-19csm 22A-c>pm- _ 0.097 0.550 0.143 0.550 0.580 0.097 0.550 0.143 0.550 0.540 0 097 0.550 0 540 T~ 0143 0 390 0.097 0 550 0.540 0.540 0143 0 540 0 540 0091 0.390 0.032 0295 0 049 1.180 A n- n n n e e_ e a a s s s s- s w w w w_ w w w n.. 253 1435 3.73 14.35 15.14 2.53 r ,,,,,1435 3.73 14.35 1409 253 14.35 14 09 373 10.18 2.53 1435 1409 14.09 3.73 1409 1409 238 10.18 084 2B9 044 30.80 2.82 13.41 2.90 1341 15.90 2.82 27.44 2.90 2744 2962 282 1361 13.67 2.90 1227 2.82 2744 2962 29.62 2.90 2962 2962 151 1227 1.76 2 04 0.31 0.00 149 30 0 0 0 149 30 0 0 0 0 0 0_ 119 1190 300 r _ 431 0 0 0 300 431 0 0 0 0 0 R --- 0- 0- 0 285 0 0 0 0 0 0 0 0 264 358 0 w _ 0 334 402 0 0 0 4 334 823 0 0 0 0 0 0 0 0 317 0 0 0 0 0 0 0 0 556 w- _ 252 0 0 0 0 0 0 0 0 0 0 0 5 0 0 LL 0 0 0 0 0 0 0 0 G0 0 0 119 0 0 0 0 u 0" 0 0 0 0 113 0 0 0 0 0 0 0 0 316 124 0 0 0 0 0 J 0 e, 0 0 0 0 0, 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yl C G L- G G Vj/ L- D 0 0 113 0 0 0 0 0 0 0 0 0 0 0 0 112 0 0 0 0 0 0 0 149 0 0 0 0 0 0 112 0 0 0 0 0 0 0_ 12 0 0 0 0 0 0 0 417 0 0 0 0 0 0 0 0 0 0 0 0 323 0 0 0 0 0 0 0 R 0 t13A- 4ocs G G PI - U 0 0 316 R _ 124 0 r ` _ 0 C F, _ F F_ 0 370 6 c) AED excursion 169 72 Ernelope loss/gain 2368 2849 786 251 12 a) Intiltrabon b) Room enblation 780 0 253 0 213 0 69 0 13 Internal gains: Occupants@ 230 Appliances/ other 2 460 0 0 0 1200 Subtotal ( lines 6 Io 13) 3149 3562 999 1520 14 15 Less external bad Less transfer Redistribution Subtotal Dutlloads 1289/6 41%1 0 0 0 3149 870 0 0 0 3562 1467 1 0 0 0 213 1211 335 0 0 119 1639 675 Total room load Air required (cfm) 4018 229 5029 269 1546 88 2313 124 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wr gi+tsoit^ 2018-Jurv05 09 45 16 A5 Fbgft-SuteOUriversal201818011 RSU16202 Paget Calc and EPL Temp1Lol 125Tuscany C RHG - S.rrp Calc = Ml8 Front Door faces S F - wrightsoft, Right-M Worksheet House One Stop Cooling and Heating 7225 Sardso ve Court. Winter Park FL 32792 Phone (407) 629 - 6920 Fax (407) 629 - 9307 Web: wwwOneStopCoolirg com License CAC032444 Job: Lot 125 Tuscany C RHG - S Date: 09/19/2017 By- XF/MC 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area GATH 335 ft 9.3 ft heat/000l 10 x 286.5 ft 286.5 W GBED 14.0 ft 93 ft heat/cool 11.0 x 14.0 ft 154 0 fF Ty Constructon number U-value BtuhRF-q Or HTM BWhM Area (tF) or perimeter (ft) Load Btuh) Area (fF) or perimeter (ft) Load BWh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 1213-0sw„ 4A5-2om 13A-4ocs 4A5-2om 4A5-2omd 12B-Osw_......--. -- 4A5 toma 13A-flocs 4A5-2om 4B5-2fm _ 12B-09N_ 4A5-2om - 4B5-2fm 13A-4ocs T 11 DO 12B-06w- 4A5-2om 4135-2fm 4135-21m 13A-4ocs r 4135-21m 4135.21m 12C-09W- 11DO _ 16B-30ad_ _ 19A-Obscp '- 19C-19cscp - ,_- 22A-'qDm _ 0 097 0.550 0143 0.550 0 580 0097 0.550 0143 0.550 0540 0.097 0550 0.540 0.143 0.390 0.097 0.550 0.540 0.540 0.143 0.540 0.540 0.091 0.390 0.032 m...._ 0.295 0.049 1.180 r .._ n n n n e2.53 e e a e_ s s s s- s w w w w w w w n 2.53 1435 3.73 14,35 15.14 14.35 373 14.35 14.09 2.53 14.35 14.09 373 10.18 2 14.35 14.09 1409 3.73 14.09 1409 2.38 10.18 0.84 2.89 044 30 80 2.82 13A1 2.90 13.41 15.90 2.82 27.44 2.90 27.44 29.62 2.82 13.61 13.67 290 1227 2.82 27.44 29.62 y29.62 290 2962 2962 1.51 1227 1.76 2 64 031 0.00 0 0 153 0 64 0_0 0 158 30 0 F0 0 0 0 0 p 0 0 0 0 0 0 0 0 0 0 0 M7 6 w .0 89 0 0 0 128 0 0 b 0 334 0 969 0 478 431 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - .0 0 1032 0 0 259 0 1018 0 0 371 823 0 0 0 0 0 0 0 0 0 0 0 130 30 0 D 0 0 0 0 r 0 0 0 00 0 0 0 0 0 0 0 0 154 0 i0 0 0 0 0 0 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 p- _. _ 0 0 14 0 0 0 0 0 Y _0 0 374 431 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 431 0 0 0 0 0 0 0 290 823 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y/ u G GG 0 0 0 0 0 0 0 0 0 0 0 0 i_0 0 0y 0 0 34 G LLL--_GGG y/ L-D 0' 0 0 0 0 0 0 0 0 G Val G L P- - 0 0 0 0 0 0 C F --- F F '- 0 0 W _ - 0 6 c) AED excursion 121 90 Erlvelope loss/gain 3243 2350 1236 1203 12 a) Infiltration b) Room ventilation 594 0 192 0 248 0 80 0 13 Internal gains, Occupants@ 230 Appliancesbther 0 0 0 1 230 0 Subtotal (lines 6to 13) 3837 2543 1484 1514 14 15 Less external load Less transfer Redistnbution Subtotal Dud loads 1 28°/ 41 % 0 0 150 3987 1101 0 0 84 2626 1081 28% 41 % 0 0 350 1834 507 0 0 196 1709 704 Total room load Air required (dm) 5088 290 3708 198 2341 1341 2413 129 Cafculabons approved byACCAto meet all requirements of Manual J 8th Ed. wrightsoft^ 2018-Ju-05094516 Rigfl-SUte®Universal 2018 18011 R3U16202 Page 3 Calc and EPL Temp\Lot 125Trscary C RHG - S np Calc = NW Frort Door faces S wrightsoft• Right-J® Worksheet House One Stop Cooling and Heating 7225 Sardscove Court, Winter Park, FL 32792 Phone (407) 629 - 6920 Fax (407) 629 - 9307 Web: wwwOreSlopCooli g corn LUcerse CAC032444 Job: Lot 125 Tuscany C RHG - S Date: 09/19/2017 By: XF/MC 1 2 3 4 5 Room name Exposed well Room height Room dimensons Room area ST1 170 It 9.3 ft heat/cool 10 x 2468 ft 246.8 fF GBTH 60 ft 93 ft heat/cool 100 x 6.0 f1 600 fF Ty Construction number U-value Btuh4R°F) Or HTM BWhAF) Area OF) or perimeter (ft) Load BWh) Area ((F) or penmeter (ft) Load BWh) Heat Cool Gross WP/S Heat Cod Gross N/P/S Heat Cool 6 11 t-C 12B-69d- 4A5-2om ,- _ 4A5-2om 4A5-2omd 12B4O9N 4A5 tom 13A-4ocs 4A5-2om 4B5-2fm _-- 1213-09N 4A5-2om 4B5-2fm_ 13A-4ocs 11DO _ 1213-09N 4A5-2m 485-2fm 4B5-2fm -- _ .. .._ 13A-4ocs 4B5-2fm 485-2fm 12C-Osw 11D0__-= 16B-30ad 19A-Obscp-.-,_,., '-. 19C-19csoa t _ 22A-gxn p - __ 0.097 0 550 0.143 0 550 0.580 0.097 0.550 0143 0.550 r 0540 0097 0 550 0.540 0.143 0.390 i 0.097 0.5440 ry 0.50 0540 0.143 0.540 0.540 0.091 0.390 0.032 0295 0 049 1.180 n n_ n n n e e_ e a e- s" s s s! s w w w w. w w w n, 3-'- 2S 14.35 3.73 14.35 15.14 2.53 14 35 373 1435 1409 253 14,35 14.09 373 1018 r 2,53 14. 14.0909 14.09 373 1409 1409 2.38 10.18 0.84 2.89 044 r- 30 80 3 2.82 13.41 290 13.41 1590 2.82-'.. 27.44 290 2744 29.62 f 2.82 13.61 13.67 2.90 12.27 r ` 2.82 2. 299.6262 29.62---- 2.90 29.62 29.62 1.51 1227 176 2.04 0.31 0.00 0 0 0 0 0 0 0 0 O 0 0' 0 0 0 0 23 24 0 0 0 0 108 0 0 5- 0 0 0 0 0 0 0 0 0 0 0 0 0 0--- 84 244 0 0 0 0 402 0 56 11 0 0 0 0 y __ 524 0 0 0 0 0 0 O 0 0 0 0 0 0 65 294 u 0 0 0 0 312 0 118 7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 52 0 v 0 0 0 0 0 0 0 0 0 0 0 0 0 0 s_- 0 0 193 0 u 56 0 0 0 0 0 0 0 0 0 0 i 50 0 118 0 0 0 0 0 J -- 0 0 0 0 0 0 0 140 0 0 o 0 0 V j13A- 4ocs 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 56 0 4 0 0 0 0 0 0 0 0 0-0 0 0 0 93 0-0 0 0 0 W 60 W . G V I F-C I--( y/ L-D 47 24 0 0 0 0 112 0 4 5 0 0 r 0 0 P47 0 0 0 0 0 ems,... 0 0 0 y 0 221 G I G 0 0 0 r 93 I PI - U C F 0_ 0 0__ 17 0 0 0 6 0 0 0 0 185 F F _ = v c.Vt-•! i _ mac - 6 c) AED excurson 12 6 Emelope loss/gain 1321 809 655 415 12 a) Infiltraton b) Room ventlaton 301 0 98 0 106 0 34 0 13 Internal gains: Occupants @ 230 Appliancestother 0 0 0 0 0 0 Subtotal (lines 6 to 13) 1622 906 762 449 14 15 Less e)demalload Less transfer Redisfibuton Subtotal Dud loads 289/6 41 % 0 0 1622 0 0 0 0 906 0 0 281/. 41 % 0 0 0 762 210 0 0 0 449 185 Total room load Au required (dm) 0 0 0 0 972 55 634 34 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. bird- wvf0I,%CsoTt- 2018-Juri-05 09 45 16 I^Z5K ""`" ' ""'"" Right-Sute®Uriversal201818011 RSU16202 Page4 Calc and EPL Terrp\Lot 125Trscaary C RHG - S rip Calc = KM Front Door faces- S 1- wrightsoft' Right-JO Worksheet House One Stop Cooling and Heating 7225 Sardsoove Court, Winter Park, FL 32792 Phone (407) 629 - 6920 Fax. (407) 629 - 9307 Web wwwOneSlopCooling com License CAC032444 Job: Lot 125 Tuscany C RHG - S Date: 09/19/2017 By: XF/MC 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area GWIC O ft 93 ft heat/cool 4.5 x 60 ft 27.0 fF LDRY O ft 93 ft heat/ocol 1.0 x 630 ft 63.0 fF Ty Con&uchon number U-value BWhQF-*0 Or HTM BWhNn Area (fF) or perimeter (ft) Load Btuh) Area OF) or perimeter (ft) Load Btuh) Heat Cool Gross N/P/5 Heat Cool Gross N/P/S Heat Cool 6 1 1 Vy 12B Osv 4A5-2om., -__ _ - 13A-4ocs 4A5-2om 4A5-2omd 12B-06 4A5 tom, 13A-4ocs 4A5-2om 4135-2hn 12B-69N 4A5-2om 4135-2hn T_ 13A-4ocs 11Do 12B-0sw 4A5-tom 465-2fm 4135-21im n 13A-4ocs 4135-21m 485-2ftn 12C-0sw- 11DO 1613-30ad 19A-0becp _ 19C-19csm,_„____, 22A-qxm,_ 0.097 0550 0143 0 550 0 580 0.097 0 550 0143 0 550 0.540 0097 0.550 0.540 0.143 0.390 0.097 0.550 0.540 0.540 0.143 0 540 0.540 0.091 0.390 0.032 0295 0.049 1180 n n_ n n n e_. e a a e Fs s s s s w- w w w w w w n 253 1435 373 1435 1514 2.53 1435 3.73 14.35 1409 2.53 1435 14.09 3.73 10.18 2,53 1435 14.09 14.09 3.73 1409 14.09 238 10.18 0.84 289 0.44 w30.80 2.82 1341 2.90 13.41 1590 282 27.44 2.90 27.44 2962 2.82 13.61 13.67 290 1227 2.82 27.44 29.62 29.62 2.90 2962 2962 1.51 1227 1.76 2.04 0.31 0.00 0_0 0 0 0 0 m__b 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 42 0 0 0 0 T . 27 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 63 0 0 0 0 0 w 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 56 21 0 0 0 63 0 0 0 0 0 p 0 0 0 0 0 0 0 0 0 0 0 0 A _ 0 0 0 0 b 0 0 0 0 0 0 0 0 0 0 217 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 T O 0 0 0 0 0 0 0 0 0 52 v_262 0 0 0 0 y/ L-G 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 42 0 0 0 0 0 0 0 0 0 0 0 0 0 r _0 0 0 0 0 0 0 99 0 0 R -0 0 0 G y! t-D 0 0 0 0 0 0 0 0 0 0 34 21 0 0 0 0 y! G I- l G PI C _ F F F_ 6 c) AED excurson 3 37 Envelope loss/gain 99 60 299 277 12 a) Infiltration b) Room venttlahon 0 0 0 0 0 0 0 0 13 Inlemalgains Ocalpants@ 230 Applianoes/olher 0 0 0 0 0 500 Subtotal (lines 6to 13) 99 60 299 777 14 15 Less external load Less transfer Redistributon Subtotal Dud loads 281/6 41% 0 0 88 187 52 0 0 49 109 45 280/6 41% 0 0 496 795 220 0 0 277 1054 434 Total room load Air required (dm) 239 14 154 8 1015 58 1488 79 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrtgtitsoR^ 2018-Jur050945:16 Righ-Sule®Universal 2018180 11 RSU16202 Page s Cale ard EPL TemplLot 125Tuscary C RHG - S rip Calc= Iv1J8 Frori Door faces S wrightsoft' Right-JO Worksheet House One Stop Cooling and Heating 7225 Sandscove Court, W irter Park, FL 32792 Phone (407) 629 - 6920 Fax (407) 629 - 9307 Web wwwOneStopCooling corn License CAC032444 Job: Lot 125 Tuscany C RHG - S Date: 09/19/2017 By- XF/MC 1 2 3 4 5 Room name Exposed wall Room height Roomdlmensons Room area PWDR 13.0 ft 93 ft heatbool 45 x 85 ft 383 tF PAN 0 It 93 ft heatl000l 10 x 233 ft 233 tF Ty Construction number U-value BhjM--n Or HTM Btuh4F) Area YF) or perimeter (ft) Load Btuh) Area OF) or perimeter (ft) Load Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/5 Heat Cool 6 11 Vjl 12B-06k- " 4A5-2om- 13A-flocs 4A5-2om 4A5-2omd _ 12B-09N - 4A5-2om-, -, ,. „ 13A-4ocs 4A5-2om 4B5-2hn 12B-09N 4A5-2om 4_B5-2hn ry 13A-4ocs 11 DO 12B-OsN 4A5-2om 485-2hn 4B5-2fm -_ . 13A-4ocs 4B5-2hn 4B5-2fm + 12C-09w " 11DO 16B-30ad 19A-Obscp - _! - 19C-19csm __ 22A-cpm 0.097 0.550 0.143 0.550 0.580 0.097 0.550 0.143 0.550 0.540 0.097 0.550 0.540 0.143 0.390 0.097 w 0.550 0.540 0.540 0.143 0.540 0.540 0,091 0.390, 0.032 0.295 0.049 1.180 n n n n n e ' e_ e a a s s s_ s s w w w. w w w n, 253 14.35 373 1435 15.14 2.53 14.35 373 14.35 14.09 253 14.35 1.4.09 3.73 10.18 253 2.82 1435 1409 14.09 3 73 14.09 14.09 238 10.18 0,84 299A 044 30.80 2.82 13.41 2.90 1341 15.90 2.82 27.44 2.90 27.44 2962 2.82 1361 13.67 2.90 1227 27.44 29.62 29.62 2.90 29.62 2962 151 1227.._. 1.76 2.04 0.31 3 0.00 0 0 0 0 0 0 0 0 0 0_ 0 0 0 F 42 0 0 0 6- 0 y 0 0 0 0 0 0 0 0 0 0 0 0 0 121 0 0-0 0 0 a 0w 217 0 118 0 01 0, 0 0_ 0 10 0 0 0 0 0 0 0 0----- 0 0 0 6 0 0 0 0 F 0 0 0 Y; 0 0 0--0 0 0 0 0 0 0 0 0 0 0 T 0_ 0 0 0 0 0 r -- _ 0 0 0 0 0 0 0 0 0 0 0 0 nt 0 0 0 0 0 0__,-_0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 l 0 0 0 0 0 0 0 0 0 W ' 0 0 0 0 0 0 0 0 O 0 0 0 O 0 0 0 0 0 0 0 156 0 0 0 n., ._ 0 280 0 56 0 0.- 0 0 0 400 Val I---G 0 0 0 0 0 0 0 42 0 0 0 0 75 0 0 0 0 0 0 0 13 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0- G I--G VlJ L_GG PI --_ L-U C F 0`~-0''0 0 0 t 0 79 0 4 0- 0 0 0 0 s - --- 38 0 0 0 F_ F 23 0 6 c) AED emersion 28 0 Envelope loss/gain 893 485 0 0 12 a) Infiltration b) Room venblabon 230 0 75 0 0 0 0 0 13 Internal gains: Occupants @ 230 Appliancestother 0 0 0 0 0 0 Subtotal (lines 6 to 13) 1123 560 01 0 14 15 Less external bad Less trarlsfer Redistribution Subtotal Dud loads 1 289/1 41 % 0 0 325 1449 400 0 0 182 742 305 28°/ 41 % 0 0 0 0 0 0 0 0 0 0 Total room load Air required (dm) 1849 106 1047156 0 0 0 0 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrlgMtsoTt- 2018-Jur05094516 AZc^ Right-SuleOUnversal201818011 RSU16202 Page Calc and EPL Terrp\Lol 125Tuscary C RHG - S rip Calc = MM Frort Door faces S wrightsoft' Right-JO Worksheet House One Stop Cooling and Heating 7225 Sardsoove Court, Wirier Park, FL 32792 Phone (407) 629 - 6920 Fax: (407) 629 - 9307 Web wwwOneSlopCoolirg oom License CAC032444 Job: Lot 125 Tuscany C RHG - S Date: 09/19/2017 By: XF/MC 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area KWIC 80 A 90 it heat/cool 11.0 x 8.0 A 88 0 fR KWC 4.0 A 9.0 It heat/ood 40 x 6.0 It 24 0 fR Ty Construction number U-value Btulv--n Or HTM Bbimn Area OF) or penmeter (II) Load BWh) Area OF) or perimeter (ft) Load Bluh) Heat Cod Gross N/P/S Heat' Cod Gross N/P/S Heat Cool 6 11 VVjjll G y/ L-G y! t-D VI! T t CGI P C F F-_ F-. _- 4A5-2om - 13A-4ocs 4A5-2om 4A5-2omd 12&0svv . ..., 4A5-2om y 13A-4ocs 4A5-tom 4B5.2fm 12B-Osw - 4A5-2om 4B5 2fm _ 135- flocs - 11 DO 4A5-2om 4B5-2fm 4135-21m _ ti 13A-4ocs 4135-21m 4Br2fm_ 12C-0sw 11DO - _. 16&30ads 19A-Obsqp , _ 19C-19cscp-...-_ 22A-cpm 0.097 0550 0143 0550 0.580 0.097 0.550 0143 0 550 0_540 0097 0.550 0.5400140 0 390 0.097 0 550 0.540 0 540 0143 0 540 0540 0.091 0390 0032 0295 0.049 1.180 n n n n n e- e, a a a s= s s s s w_ w w w . w w w n- 2.53 14.35 373 14.35 1514 253 14.35 3.73 14.35 1409 253 14.35 1409 3.73 10.18 253 14.35 14.09 14.09 373 14.09 14.09 2,38 10.18 0.84 r2.89 0.44 3090 2.82 1341 290 1341 1590 2.82 27.44 2.90 27.44 29.62 ztl2 1361 13.673. 90 1227 2.82 27.44 29.62 29.62 2.90 29.62 29.62 1.51 1227 1.76 2.04 031 0.00 0 0 0 0 0 72 0 0 0 0 0 0 0O 0 0 0 0 A 0 0 0 0 0 y88 0 0 0 0 0 0 0 0 72 0 0 0 0 0 0 0 0 0 0 0 0 182 r 0 0 0 0 0 0 0 0 0 0 0 0 203 0 0 0 0 0 0 0 36 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0-- 0 0 0 0 0 0 0 0 0 91 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 101 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 42 0 0 0 O 0 0 0 0 0 0 0 0 0 0 1w 0 0 0 0 0 0 0 0 0 0 0 0 0 0 73 e, y 0 0 t ,. . - 0 0 0 0 0 0 0 0 0 0 0 0 155 0 TM 0 0 0 0 24 0 0 0 0 0 24 0 0 0 20 0 0 0 6 c) AED excursion 1 18 8 Envelope loss/gain 256 339 111 136 12 a) Infiltration b) Room eentilafion 137 0 44 0 69 0 22 0 13 Internal gains: Occupants @ 230 Applianoesiother 0 0 0 0 0 0 Subtotal (lines 6 to 13) 393 384 180 158 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 1 289/6 41%1 0 0 0 393 109 0 0 0 384 158 28% 41 % 0 0 0 180 50 0 0 0 158 65 Total room load Air required (dm) 1 502129 542 29 229 13 224 12 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrlgFttsoT!^ 2018-Jurr05 09 4516 zc """"`- ""'" ^" R Righl-SUIe®Universal 201818011 RSU16202 Page At.Calc and EPL Temp\Lot 125Tracary C RHG - S rnp Calc = MJ8 Frori Door faces S f- wrightsoft` Right-J® Worksheet House One Stop Cooling and Heating 7225 Sandscove Gout, Wirter Park, FL 32792 Phone (407) 629 - 6920 Fax (407) 629 - 9307 Web wwwOneStopCooling com License CAC032444 Job: Lot 125 Tuscany C RHG - S Date: 09/19/2017 By: XF/MC 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area MBTH 21.5 ft 90 ft heat/cool 1.0 x 138 0 It 138 0 W ST2 70 ft 90 ft heat/mol 120 x 70 ft 84 0 tF Ty Construclion number U-value BWhft -°F) Or HTM Bnth412) Area OF) or perimeter (Il) Load BWh) Area YF) or perimeter (ft) Load Bwh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 VjI G 12B-0sw 4A5-2om_. 13A-4ocs 4A5-tom 4A5-2omd 12B-Osw" - 4A5-2om 13A-4ocs 4A5-2om 4135-21m 12&0sw _ W 4A5-tom ---- 4135 2lm _ 13A-4ocs 11 DO 12B-Osry -` 4A5-2om 4135-2fm 4B5-2hn . __- _ 13A- 21m4B5-2hn 4B5-2fm 12C-osw_- 11DO,.. ,- 16B-30ad 19A.,- 19C-19cscp 22A-cpm.-r-r....-- 0.097 0.550.-n_-1435 0143 0 550 0.580 0.097 0550 0143 0550 0 540 0 097 0.550 0.540 0.143 0 390 0.097 0.550 0.540 0.540 01400.540 0.540 0.091 0.390- 0 032 0295 0 049 1.180 n' n n n e ' a a a a s s s _ s s w w' w w- w w w_ n.. 2.53 3.73 14,35 15.14 2.53 14.35 3.73 14.35 14.09 2.53 14.35 14.09 3.73 10.18 2.53 14.35 14.09 14.09 3. 0914.09 14.09 2.38 10.18 0.84 289 0.44 30.80 282 13.41 290 13.41 1590 2.82 27.44 2.90 27.44 29.62 2.82 13.61 13.67 2.90 1227 2.82 27.44 29.62 29.62 9.6229.62 29.62 1.51 1227 1.76 2.04 0.31 n• 0.00 j 86 0 0 0 0 0 0 0 0 0 0 0 0 0 0 108 15 0 0 0 0 0 0 0 138 0 0 u 0 66 0-0 0 0 0 0 0 0 0 0 0 0 0 0 0 93 0 0 0 216 0 0 0 0 241 0___•_0 0 0 0 0 0 0 0 0 0 0 0 0 T O 0 63 0 0 15 R 0 0 0 0 0 84 v_..._ 0 0 0 0 v0 0 0 0 LL 0 0 0 0 0 0 0 0 0 0 48 0 0 0 0 0 0 0 0 84 v- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 F,_,r,,, 0 0 0 0 0 0 0 0 0 135 0 0 444 0 0 0 0 0 148 Y 0 0 r 0 0 0 0 0 0 0 0 0 0 v 0 0 0 0 r 262 412 0 0 u 0 0 0 W _ 0 0 243 0 0 0 tyl . G 0 0 0 0 0- 0 0 0 0 235 215 0 0 1 G GGG yl 0 0 0 122 0 0 211 0 0 0 0 0 70 0 D y/ 0 0 0_ 0 0 138 0 0 0- 0 0 0I-_GG P _ 0 0 115 0 0 0 C I:. F F _ 0 0 0 0 6 c) AED excursion 113 162 Ernelope loss/gain 782 1270 403 890 12 a) Infiltration b) Room ventilation 369 0 119 0 120 0 39 0 13 Internal gains: Oocupants@ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines6 to 13) 1151 1390 523 929 14 15 Less exfernalload Less transfer Redistribution Subtotal Dud loads 1 28 % 41 % 0 0 203 1354 374 0 0 359 1749 720 28 X 41 % 0 0 523 0 0 0 0 929 0 0 Total room load Air required (dm) 1728 99 2469 132 0 01 0 0 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. 1+- wrlghtsotFC 2018-,1ur050945.16 P. _ M•,-_ _.., _Y RigIY-SuleOUnversal201818011 RSU16202 Page Calc and E PL Templot 125Tuscary C RHG - S rip Calc = M78 Frori Door faces S wrightsoft, Right-J® Worksheet House One Stop Cooling and Heating 7225 Sandscove Court, W irter Park FL 32792 Phone (407) 629 - 6920 Fax (407) 629 - 9307 Web wwwOneStopCooling com License: CAG032444 Job: Lot 125 Tuscany C RHG - S Date: 09/19/2017 By: XF/MC 1 2 3 4 5 Room name Exlcosed wall Room height Room dimensions Room area BONUS 135 ft 9.0 ft heat/000l 1.0 x 2173 ft 217.3 iF BED3 230 ft 9.0 ft heat/000l 1.0 x 1595 ft 159.5 fF Ty Construction number U-value BWhV--n Or HTM BWhAI2) Area M) or perimeter (ft) Load Btuh) Area (11) or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 y/'- I-G 12B-Osw ,.,__ 4A5-2om _- ,_ 13A-4ocs 4A5-2om 4A5-2omd 12B-Osw-'----- 4A5-2om _, w_ , 13A-4ocs 4A5-2om 4B5-2f n 12B-Osv _'... 4A5 tom _ - 4B5-21m _ 13A-4ocs 11 DO 4A5-2om 4B5-2fm 4B5-2fm 13A-flocs 4B5-2fm 4B5-2fm 12C-09w __ "_, _ r 11DO 168-30ad 19A-Obscp '----- 19C-19csm 22A-cpm s 0.097 0.550 0143 0.550 0.580 0.097 0.550-e. 0143 0 550 0 540 0.097 0.550 0.540 0143 0 390 0.097 0 550 0.540 O540 0143 0.540 0540 0.091 0390 0 032 0295 0.049 i.180 r n. n- n n n e e a a s_ s s _ s s w' w w w. w w w_ n- 2 14.35 373 1435 15.14 2.53 14.35 373 14.35 1409 253 1435 14.09 373 10.18 253 1435 14.09 1409 3.73 14.09 14.09 2.38 1018 084 2B9 0.44 3080 s _ ZU 13.41 290 1341 15.90 2.82 2744 2.90 27.44 29.62 2.82 13.61 13.67 2.90 1227 2-8-2-2 27.44 29.62 29.62 2.90 29.62 29.62 1.51 1227 1. 76 2. 04 0. 31 0. 00 a _ 6 0 0 0 0 122 30 0 0 0 w _ O 0 0 0 0 0 0 0 0 0 0 0 0 0 217 O 0 0 0 00 0 0 0 92 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 217 0 0 0- 0 0 0 0 0 0 431 0 0 0 0 0 0 0-- 0 0 0 0 r 258 823 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 382 0 0 0 0 0 0 0 0 0 T 0 0 0 0 86 0 6 0 0 T - 122 15 0 0 0 0 0 0 0 160 0 0 y - 0 0 0 0 0 0 0 0 m_ 0 0 0 0 201 0 85 0 0 270 215 0 s.,,_- 0 0 0 0 0 0 133 0 0 0 0 0 0 0 0 0 ry0 0 0 0 224 0 82 0 0 y 300 412 0 0 0 0 0 0 0 280 0 0 0 L2 0 0 0 0 0 0 0 0 80 0 6 0 0 107 0 0 00 0 0 0 0 0 160 0 0 0 y/ t G y1 G G y/ 0 0 0 0 0 0 0 0 0 0 0 181 0 O z y I- G Lei y/ PI -- - C _ F_ F __ - F-. ,_ 0 6 c) AED excursion 85 74 Envelope losstgain 844 1548 904 1373 12 a) Infiltration b) Room eentilabon 232 0 75 0 394 0 128 0 13 Internal gains: Occipants@ 230 Appliances/ other 0 0 0 1 230 0 Subtotal ( lines 6 b 13) 1 1075 1623 1298 1730 14 15 Less extemal load Less transfer Redistribution Subtotal Dud loads 28% 41 % 0 0 155 1230 340 0 0 278 1900 782 289/6 41%1 0 0 198 1497 4131857 0 0 352 2082 Total room load Air required (dm) 1 1570 90 2683 143 1910 109 2940 157 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. id- wrlgtitsoTt^ 2018-Jur}05094516 At;& "" "' ^ Rig ht-Sute®Universal 201818011 RSU16202 Page Calcand EPLTemp\Lot125TuscaryCRHG-SnQ Calc=M18 FrortDoorfaces S 1- vMghtsoft' Right-M Worksheet House One Stop Cooling and Heating 7225 Sardsoove Court, Winter Park FL 32792 Phone (407) 629 - 6920 Fax (407) 629 - 9307 Web wwwOneSlopCooling oom License CAC032444 Job: Lot 125 Tuscany C RHG - S Date: , 09/19/2017 By. XF/MC 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area • TOU 55 ft 90 ft heatbool 60 x 55 ft 330 W 0 ft 90 ft heaVbool 3,5 x 5,5 ff 193 fl, Ty Construction number U-value BtLjM--F) Or HTM BbuhAM Area M) or penmeter (Il) Load Btruh) Area (fIR) or perimeter (ft) Load Btuh) Heat Cool Grass N/P/5 Heat Cod Gross N/P/5 Heat Cool 6 11 12E 16-u . . 4A5-2om, 13A-4ocs 4A5-2om 4A5-2omd 12B-09N 4A5-tom _ 13A-4ocs 4A5-2om 465-2fm 1213.0sw _ _ 4A5-2om 4B5-21m__ 13A-4ocs 11 DO 126-0s -- 4A5-2om 4B5-21m 4B5-2fm „____ . 13A-4ocs 4B5-24 4B5- 2knfm 12C- 09N 11D0_.._,_._,,..-. _. M 1613- 30ad , 19A- 0bec-`'` 19C- 19asg7 22A: cp m -_F-__ -------- 0 097 0550 0. 143 0 550 0. 580 0. 097 0. 550 0. 143 0. 550 0. 540 0. 097 0. 550 0. 540 0. 143 0. 390 0. 697 0 550 0. 540 0. 540 0. 143 0540 0 540 0091 0. 390 0 032 0295 0049 1 180 n n n n n e` e a a a s ' s s_ s s w w w w_ w w w n_ 253 1435 3. 73 14. 35 15. 14 2. 53 14, 35 3. 73 14 35 14. 09 253 14. 35 14. 09 373 10. 18 2. 53 14. 35 14. 09 14. 09 373 1409 1409 2. 38 10. 18 0. 84 2B9 0. 44 30BO 2. 82 1341 2. 90 1341 15. 90 2. 82 27. 44 2. 90 27. 44 29. 62 2. 82 13. 61 13. 67 2. 90 1227 e.-_ 2. 82 27. 44 29. 62 29. 62 2. 90 29. 62 29. 62 1. 51 1227 176 2. 04 031 0. 00 0 0 Y 0 0 0 0 0 0- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 T 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 r ' 0 0--- 19 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 34 0 0 0 L2 0--- 0 0 0 0 0 0 0 0 0 0 0 0 V0 0 50 0 4 0 0 0 0 0 0 33 0 33 0 0 0 0 e O 0 0 0 0 0 0_ 0 0 0 0 0 O 0 0 0 0 0 0 y/ t- G 0 0 0 0 0 0 0 0 128 0 118 0 0 0 0 0 0 56 0 10 0 Vjl 0 0 46 0 0 0 0 0 0 0! 0 115 0 56 0 0 0 0 0 0 28 0 15 0 0 0 0 0 0 0 0 0 0 0 0 19 0 0 0 G Val G R I L-D F- F F= 0 0 33 0 33 0 ti .. .. r.-. r 1 4 •.,N r..r-fir.. 6 c) AED excursion 37 2 Envelope losscgaln 214 352 16 32 12 a) Infiltration b) Room ventrlation 94 0 31 0 0 0 0 0 13 Internal gams: Occupants@ 230 Appliancesuother 0 0 0 0 0 0 Subtotal ( limes 6 to 13) 308 382 116 32 14 15 Less exlemalload Less transfer Redistribution Subtotal Ductloads 1 289/6 41%1 0 0 7 315 87 0 0 12 395 162 289/. 41 % 0 0 16 0 0 0 0 32 0 0 Total room bad Air required (dm) 402 23 557 30 0 0 0 0- Calculations approved byACCAto meet all requirements of Manual J 8th Ed. 4.- wrlgF.tsot"t- 2018-An-05094516 AM Rigft-Sute®Uriversal201818011RSU16202 Page10 Calc and EPL TempxLot 125Trscary C RHG - S.rnp Calc =" Frort Door faces S wrightsoft, Right-JO Worksheet Job: Lot 125Tuscany CRHG-S House Date: 09/19/2017 By. XF/MC One Stop Cooling and Heating 7225 Sardscove Court, Wirier Park, FL 32792 Phone (407) 629 - 6920 Fax (407) 629 - 9307 Web, wwwOreStopCoolirg eom License CAC032444 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area BED4 145 ft 90 ft heaV000l 1. 0 x 141.8 ft 141 B fF BEDS 31. 0 ft 90 ft heaV000l 1. 0 x 196.5 ft 1965 fF Ty Construction number U- value BWh4F-° F) Or HTM BtuhAM Area ( fF) or perimeter (ft) Load B6uh) Area VF) or perimeter (ft) Load Btuh) Heat Cool Grass N/P/S Heat Cool I Gross N/P/S Heat Cool 6 1 1 G 12B- 0sw 4A5- 2om _ _ 13A- 4ocs 4A5- 2om 4A5- 2omd 12B- 0sw y- 4A5- 2om 13A- 4ocs 4A5- 2om 4B5- 2hn 12B- Osw 4A5- 2om 4B5- 2(m 13A- 4ocs 11DO 12B- Osw - - - 4A5- 2om 4B5. 2fm 4B5. 2fm 13A- 4ocs 4135- 2fm 4B5- 2fm 12C- Qsw" - - 11 DO _ _. 16B- 30ad 19A- Obscp_ --^-^ 19C- 19am 22A- cpm 0097 0. 550 0. 143 0. 550 0. 580 W0. 097 0. 550 0. 143 0. 550 0 540 0. 097 0. 550 0. 540 0. 143 0. 390 0. 097 0550 0 540 0540 0. 143 0 540 0 540 0091 0. 390 0032 0. 295 0. 049 1. 180 n- n _ n n n a a a a e s s s, s s w w w w w w w n - F 1253 14. 35 3. 73 14, 35 1514 2. 53 14. 35 3. 73 14. 35 1409 253 14. 35 r, 14.09 3. 73 10. 18 253 1435 1409 14. 09 373 1409 14 09 238 1018 084 299 0. 44 3080 2. 82 13. 41 2 90 13. 41 15 90 282 2. 7.44 2 90 27. 44 2962 2M 1361 13. 67 290' 1227 282 27. 44 2962 2962 2 90 2962 2962 1. 51 1227 1. 76 M . 2.04 031 0. 00 0 0 0 0 0 131 0 0 0 0 0 116 y, 0 0 0 0_ 0 0 0 0 0 0 0 0 0 0 0 0 u 0 0 142 0 84 0 O 0 0 0 0 292 215 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 325 412 0 0 0 0 0 0 0 00 0 0 0 32 0 FO 0 0 131 30 0 0 0 117 0 4 0 0 0 0 0 0 32 0 0 0 0 101 25 0 p a.. 0 0 0 0 80 0 0 0 0 254 431 0 0 0 286 0 56 0 0 0 0 0 0 164 0 87 0 0 0 0 0 0 89 0 0 0 0 L 283 408 0 0 0 W 318 0 118 0 0 0 0 yl W- G 15 0 0 0__ 0 0 0 0 0 V( J' l-- C-G yJ t_ D 0 0 0 0 M-' _' 113 0 0 0 0 0 0 0 y=-.. . 0 197 a : _ 0 A. 197 0 0 0 0 0 0 0 0 0 0 142 0 84 0 0 0 0 0 0 0 0 0 0 249 0 0 0 0 0 s 0 118 0 37 0, 0 0 0 0 r 0 197 0 197 F_ 0 P__ L- 0 0 0 346 0 61 0 C F F F 26 0 6 c) AED excursion 17 92 Ernelope bssrgain 663 1030 1359 1532 12 a) Infiltration b) Room ventilation 249 0 81 0 532 0 172 0 13 Internal gains. Occupants Ca) 230 Appliancesbther 1 230 0 1 230 0 Subtotal ( lines 6 to 13) 912 1340 1890 1934 14 15 Less external bad Less transfer Redistribution Subtotal Dud loads 28% 41% 0 0 27 939 259 0 0 50 1390 572 280/6 41% 0 0 8 1898 524 0 0 14 1948 802 Total room load Air required (dm) 1198 68 1962 105 2422 138 2750 147 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoTt^ 2018-JuF05094516 Righ- SuteOUnversal201818011 RSU16202 Page11 Calc and EPL Ternp\ Lot 125Tuscary C RHG - S nQ Calc = KW Frori Door faces S wrightsoft- Right-J® Worksheet House One Stop Cooling and Heating 7225 Sardscove Court, Winter Park, FL 32792 Phone (407) 629 - 6920 Fax: (407) 629 - 9307 Web. wwwOneStopCooling corn Licerse CAC032444 Job: Lot 125 Tuscany C RHG - S Date: 09/19/2017 By: XF/MC 1 2 3 4 5 Room name Exposed well Room height Room dimensions Room area BTH4 15.5 11 9.0 ft heat/cool 6.0 x 95 ft 57 0 tF 111 0 ft 90 ft heaf/cool 1.0 x 73.0 ft 73.0 fF Ty Con&uc hon number U-value B1uMt-OF) Or HTM BtuMq Area OF) or penmeter (ft) Load BWh) Area OF) or perimeter (f1) Load r Buh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 Vj/ 12B-Osv. 4A5-2om 13A-4ocs 4A5-2om 4A5-2omd 12B-Om- 13A-4ocs 4A5-2om 4135-2(m 128-09w 4A5-2om 4B5-2fm _ 13A-4ocs 11 DO 126-Osw 4A5-2om 4B5-2fm 4B5-2fm 13A-4ocs 4B5-2fm 4B5-2fm 12C-09N 11 DO .,,..-.______.- 16B-30ad 19A-0bscp- -,• ry 19C-19cscp 22A-cpm„ - _ 0.097 0.550 0143 0 550 0580 0.097 0 550 0.143 0 550 0 540 0.097 0 550 0.540 0 143 0 390 0.097 0.550 0.540 0.540 0.143 0.540 0.540 r__- 0.091 0.390 0.032 0295 0.049 1.180 n" n. n n n e e_ e a a s' s s sr srw" w w w.. w w w n _ Y 253 14.35 373 1435 15.14 2.53 14.35 373 1435 1409 2.53 14.35 14.09 3.73 10.18 r' 2.53 1435 14.09 14.09 3.73 14.09 14.09 2.3B 10.18 0.84 v 2 89 0.44 30BO Y' 2.82 13.41 2 90 13.41 15.90 2 82 27.44 2.90 27.44 29.62 2.82 1361 13 66 2.90 1227 2.82 27.44 29.62 29.62 2.90 29.62 29.62 1.51 1227 1.76 2.04 0.31 0.00 r,.j-. - 0 0 0 0 0 86 0 0 0 0 54 0 6 0 0 0 0 0 0 0 0 0 0 0 57 0 57 0 0 0 0 0 0 86 0 0 0 0 y 48 0 85 0--- 0 0 0 0 0 0 r 0 0 0 0 0 0 0 0 0 0 0 4Y 241 0 0 0 0 135 0 82 0 0 0 0 0 0 0 0 0 0 0 100 0 18 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o---.0 0 0 0 r - 0 0 73 0 24 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0• 0 0 0 0 61 0 11 y 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0L' 0 128 0 8 r 0 I--G 0 0 0 216 0 0 c 0 0 122 0 0 0 0- 0 0 0 0 0 0 r - - 0 0 48 0 25 r r . 0 0 0 0 0 P,,,,,,,,_ _ 0 0 0 0 0 0 0 0 0 0 0 0 0 r 0 0 0 0 73 0 24 0 GGG Gt-4A5-2om G G yJ D G I PI' - U C F-,• F _ F;, _. 57 0 57 0 y _ .. s-- s r r. a.. • ar. . 6 c) AED excursion 30 6 Envelope loss/gain 495 546 72 130 12 a) Infiltration b) Room ventilation 266 0 86 0 0 0 0 0 13 Internal gains: Occupants@ 230 Applianoesbther 0 0 0 0 0 0 Subtotal (lines 6 to 13) 1761 632 72 130 14 151 Less external bad Less transfer Redistribution Subtotal ud 128% 41 % 0 0 0 761 210 0 0 0 632 260 28% 41%1 0 0 72 0 0 0 0 130 0 0 Total room bad Air required (dm) i 972 55 893 48 1 1 0 0 0 0- Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. rP- wrlgFrrtsoTt- 2018-Jurv050945.16 I&k Rigft-Scite9Unversa1201818 0 11 RSU16202 Page 12 Calc and EPL Terrp\Lot 125Tcacary C RHG - S rip Calc = Ml8 Frort Door faces S wrightsoft, Right-JO Worksheet House One Stop Cooling and Heating 7225 Sardscove Court, Wirier Park FL 32792 Phone (407) 629 - 6920 Fax (407) 629 - 9307 Web wwwOneSlopCooling com License CAC032444 Jab: Lot 125 Tuscany C RHG - S Date: 09119/2017 By: XF/MC 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area BIh3 2.0 A 9.0 It heaVcool 60 x 55 It 33.0 fP Ty Construction number U-value W- F) Cr HTM BUM12) , Area VF) or perimeter (It) Load Bh1h) Area or perimeter Load Heat cool Gross N/PS Heat Cod Gross N/PS Heat Cod 6 11 yl G G G i -- G F- C G t-D Vj 1-C GI- G Vjl G I-_{ PI! - LL- D CF. F _ F- _ 12B 0siv-,. K.-_ 4A5-2om _ 13A- 4ocs 4A5- 2om 4A5- 2omd 12B- 0sw--" - 4A5- 2om _ 13A- 4ocs - 4A5- 2om 4B5- 2lm 12B- Osw 4A5- 2om 4B5- 2fm _ 13A- 4ocs 11 DO 128- 05w 4A5- 2om 4B5- 2Im 4B5- 2fm _ 13A- 4ors 4B5- 2fm 4135- 2fm 12C- 0sw.y- - 11DO , _ 16B-30ad 19A- Obs ,. 19C- 19cqcp 22A- 4xn ._ _ 0. 097 0550 0143 0. 550 0580 0.097 0550 0.143 05W 0540 0. 097 05 0540 40 0. 14303% 0.097 0. 550 0. 540 0540 0143 0- w 0540 0091 0. 390 0032 0295 0049 01. 180 n n, n n n e- e_ e a a s_ s s- s s ww w w w w w w_ n- 2 . 53 1435 3.73 14. 35 1514 2.53 14. 35 373 14.35 14 09 2. 53 14. 14.09 09 3.7310. 18 253 1435 1409 14. 09 3. 73 14. 09 1409 v_ 2, 38 10.18 084 2.89 0. 44 3080 2.82 13 41 290 13A1 15. 90 2B2 27.44 2. 90 2744 2962 M2B2 1361 1. 3. 67 2.90 1227 2B2 27. 44 2962 29.62 2. 90 29. 62 29. 62 151 1227 1 76 2. 04 031 0.00 0 0 0 0 0 0 0 0 0 0 a_ 0 0 0 0 0 18 0 0 0 0 0 0 0 0 33 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 18 0 0 0 0 0 0 0 0 33 W 0 15 0 0 0 0 0 0 0 0 0 0 u 0 0 0 0 0 0 46 0 0 0 0 0 0 0 0 28 0 7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 51 0 0 0 0 0 00 0 0- 58 0 5 0 s 0 15 0 6 c) AED excursion 6 Envelope loss/gain 80 108 12 a) Infiltration b) Room venblabon 34 0 11 0 13 Internal gains Omipants @ 230 Applianoestother 0 0 0 Subtotal (lines 6 to 13) 114 119 14 15 Less external load Less transfer Redistribution Subtotal Dud loads 280/ 6 41% 0 0 14 128 35 0 0 26 145 60 Total room bad Air required (dm) 164 91 204 11 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. r wrigF tsoft^ 2018-An-05 09 45 16 A-E& Right- Sule8Unversa120l818011RSU16202 Page 13 Calc and EPL Temp\Lot 125Tuscary C RHG - S np Calc -" Frort Door faces S Static Pressure and Friction Rate Job: Lot 125TuscanyCRHG-S wrightsoft• Date: 09/19/2017 House By: XF/MC One Stop Cooling and Heating 7225 Sardsowe Cart, Wirier Park, FL 32792 Phore (407) 629 - 6920 Fax (407) 629 - 9307 Web wwwOreSlopCoolirg com License- CAC032444 Project Information For: Park Square Homes 2642 Flicker Cove, Sanford, FL AvailablePressure Heating Cooling in H2O) (in H2O) External static pressure 0.50 0.50 Pressure losses coil 0 Heat exchanger 0 Supply diffusers 0.03 Return grilles 0.03 Filter 0.10 Humidifier 0 Balancing damper 0 Other device 0 Available static pressure 0.34 Supply ft) Measured length of run -out 14 Measured length of trunk 66 Equivalent length of fittings 160 Total length 240 Total effective length t 0 0 0.03 0.03 0.10 0 0 0 0.34 Return ft) 13 9 60 83 323 Friction Heating Cooling i n/100ft) i n/100ft) Supply Ducts 0.105 OK 0.105 OK Return Ducts 0.105 OK 0.105 OK Fitting Equivalent LengthDetails supply 11 A=20, 4X--35, 11 G--5,11 G=5,11 A=20,11 J=15,11 J=15; 11 Gam, 11 Gam, 1 A_-35: Total EL=160 Return 6M=20,11 Gam, 11 G=5,11 Gam, 11 K=20, 11 Gam: Total EL=6O ti wrightsoft' 2018-An-050945.18 Rigti-SuteOUriversal201818011RSU16202 Page Calc and EPL Terrp\Lol 125Trsrary C RHG - S nQ Calc= W8 FrortDoor faces S Duct System Summary Job: t_ot 125 Tuscany C RHG - S Wright50 Y rY Date: 09/19/2017 House By: XF/MC One Stop Cooling and Heating 7225 Sardsowe Cart, Winter Park, FL 32792 Phone (407) 629 - 6920 Fax (407) 629 - 9307 Web wwwOmStopCoolirg.00m License CAC032444 For: Park Square Homes 2642 Flicker Cove, Sanford, FL 11 Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.16 in H2O 0.16 in H2O Available static pressure 0.34 in H2O 0.34 in H2O Supply / return available pressure 0.253 / 0.087 in H2O 0.253 / 0.087 in H2O Lowest friction rate 0.105 in/100ft 0.105 in/100ft Actual air flow 1850 cfm 1850 cfm Total effective length (TEL) 323 ft Name Design Btuh) Htg cfm) Clg cfm) Design FIR Diam in) H x W in) Duct Mat Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BEDS c 2940 109 157 0.158 6.0 Ox 0 VI Fx 34.7 125.0 st5 BED4 c , 1962 68 105 0.171 6.0 Ox 0 VIFx 22.7 125.0 st5 BEDS c 2750 138 147 0.171 7.0 Ox 0 VIFx 23.0 125.0 st5 BONUS c 2683 90 143 0.162 7.0 Ox 0 VIFx 31.4 125.0 st6 BTH4 h 972 55 48 0.165 4.0 Ox 0 VI Fx 28.6 125.0 st5 BM c 204 9 11 0.177 4.0 Ox 0 VIFx 23.2 120.0 st5 DIN-D h 4251 243 140 0.106 9.0 Ox 0 VIFx 78.2 160.0 s14 GATH h 5088 290 198 0.105 9.0 Ox 0 VIFx 80.1 160.0 st4 GEED h 2341 134 129 0.126 7.0 Ox 0 VIFx 56.2 145.0 SO GBTH h 972 55 34 0.127 4.0 Ox 0 VIFx 54.7 145.0 st3 GWIC h 239 14 8 0.129 4.0 Ox0 VIFx 51.7 145.0 st3 KFr c 2313 88 124 0.112 5.0 Ox0 VIFx 71.6 155.0 st4 LDRY c 1488 58 79 0.135 4.0 N 0 MFx 48.0 140.0 st3 MBED D c 5029 229 269 0.169 9.0 Ox 0 VI Fx 29.9 120.0 st6 MBTH c 2469 99 132 0.166 6.0 Ox0 VIFx 27.2 125.0 st6 MWC h 229 13 12 0.170 4.0 Ox0 VIFx 29.1 120.0 st6 MW IC c 542 29 29 0.157 4.0 Ox 0 VI Fx 25.7 135.0 st6 PWDR h 1849 106 56 0.127 6.0 Ox 0 VIFx 59.7 140.0 SO T0I3 c 557 23 30 0.171 4.0 Ox 0 VI Fx 22.5 125.0 st5 ti wrightsoft- 20184ru 050945. 18 Right-Sdte®Uriversal201818011 RSU16202 Page 1 Calc and EPL Temp\Lot 125Tuscary C RHG - S np Calc= KUB FrontDoor faces S Name Trunk Type Htg Cfm) Clg Cfm) Design FR Veloc fpm) Diam _ in) H x W in) Duct Material Trunk st4 PeakAVF 621 462 0.105 581 14.0., 0 x 0 VinlFlx st3 st3 PeakAVF 987 768 0.105 707 16.0 0 x 0 VinlAx st1 st5 PeakAVF 403 497 0.158 633 12.0 0 x 0 VinIFIX st2 st6 PeakAVF 459 585 0.157 1744 12.0 0 x 0 VinIFIX st2 sti PeakAVF 987 768 0.105 707 16.0 0 x 0 VinIFIX st2 PeakAVF 863 1082 0.157 775 16.0 0 x 0 VinIFIX Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) Cfm) Cfm) ft) FR fpm) in) in) Opening (in) Mat! Trunk rb4 Ox 0 78 116 82.6 0.105 433 7.0 Ox 0 VIFx rt2 rb3 Ox 0 194 195 80.6 0.108 440 9.0 Ox 0 VI Fx rt2 rb2 Ox 0 109 157 58.2 0.150 450 8.0 Ox 0 VIFx rt2 rb1 Ox 0 1470 1383 64.2 0.136 674 20.0 Ox 0 VIFx rt2 Name Trunk Type Htg Cfm) Clg Cfm) Design FR Veloc fpm) Diam in) H x W in) Duct Material Trunk rt2 PeakAVF 1850 1850 0.105 848 20.0 0 x 0 VinlFlx wrightsoft- 2018-Jur05094518 Try Rigll-Sute®Unversal 2018 18 0 11 RSU16202 Page 2 14CCA Calc and EPL Templotr125Tiscary C RHG - S n{) Calc= NW FrortDoor faces S Level 1 1 DIN 12X12-1 243 cfm , 9„ 1`13132 GATH Kfr 10X6 12X12.1 124 cfm / 290 cfm 10 x 10 PAN 14" 10x 10 10X8 ST 1 134 cfm 8X4 79 cfm GBED 6 4 .. 10X6 BX4 106 cfm F661 55 cfm LDRY 4' PWD EF1 VrW GWIC 8X4 GBTH 4 cfm EF1 = 50 CFM Fan EF2 = 80 CFM Fan EF3 = 110 CFM Fan EFL1 = 50 CFM Fan- EFL2 = 80 CFM Fan EFL3 = 110 CFM Fan VTR = Vent to Roof VTW = Vent to Wall DV = Dryer Vent RV = Range Vent Lineset Chase — — Condensate Thermostat 18/8 OT SRB = Small Reduction Box LRB = Large Reduction Box FBB = Feld Built Box GARAGE Sup Riser 16 " 16 " EF1 VTW Job #: Lot 125 Tuscany C RHG - S One Stop Cooling and Heating Scale:1 : 96 Performed by XF/MC for: Page 1 Park Square Homes 7225 Sandscove Court Right -Suite® Universal2018 2642 Flicker Cove Winter Park, FL32792 18011 RSU16202 Sanford, FL Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 2018,1un-05095435 wwwOneStopCooling.com mp\Lot 125 Tusc any C RHG- Srnp E Level 2 MBED 8X4 EF1 VTR 12X12-1 13 cfm 269 cfm C 4 " 8X4 MBTH 29 cfm 0 10X6 LRB2 EF1 VTR 132cfm 6 , „MWIC 12 10X8 14 x 14 ST2 1" 143 cfm 14 x 14 36X18RA BONUS 1470 cfm 12 10X10RA 157 cfm Z rTl . 20 " 91. LRB 10X6 157 cfm 6 16 BEDS 11 cfm 12" Bth3 4" EF1 = 50 CFM Fan EF2 = 80, CFM Fan EF3 = 110 CFM Fan EFL1 = 50 CFM Fan EFL2 = 80 CFM Fan EFL3 = 110 CFM Fan VTR = Vent to Roof VTW = Vent to Wall DV = Dryer Vent RV = Range Vent Lineset Chase — — Condensate Thermostat 18/8 O SRB = Small Reduction Box LRB = Large Reduction Box FBB = Feld Built Box 12" 10X10RA 116 cfm 10X6 105 cfm 16" BEN 3 4„ 1 OX10RA 7 " X195cfm155cim 10 147 cfm Sup Riser 16 BTH4 BED5 Job M Lot 125 Tuscany C RHG - S One Stop Cooling and Heating Scale:1 : 96 Performed by XF/MC for: Paget' Park Square Homes 7225 Sandscove Court Right -Suite® Universal2018 2642 Flicker Cove Winter Park, FL 32792 180.11 RSU16202 Sanford, FL Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 2018Jun-05095435 wwwOneStopCooling.com mp\Lot 125TuscaryC RHG- Sap 3` Uoy,-L'A 1"'•b w Scr ictS Swc. l)1,;S'CRIP77ON AS FURNISHED: Lot 125, WYNDHAM PRF_SERVF_, as recorded in Plat Book 81, Poges 9.3 through 102 of the Public Records of Seminole County, Florida. PLOT PLAN FOR/CERTIFIED TO: Park Square Enterprises, LLC (a Delaware Corporation); Winderweedle, Haines, -Ward & Woodman, PA; Attorneys' Title Insurance Fund; Bank of America LAKE MARY BOULEVARD VARIABLE WIDTH R/W PER EAST LAKE MARY BOULEVARD RECORD Copy R/W MAP COUNTRY PROJECT PS-0137 N 89'42'17" E 40.00' 10' BUFFER, WALL do 2 LANDSCAPE, UTIL. ESMT 8 5.00' G O r O LOT 126 o w 5.00' - 3P - 2'135 5.00' Ok to construct single family home with setbacks and impervious area shown on plan. LM 2'to Y--o• I 2'718 TVSCgny - C- , CcR SE 01ACKS AS I URNISHED FRONT = ?,5'(•) RLAP - 20' SIDE = 5' (40' LOT) 60, I.OT) 10' (75' LOT) SIDE S 1RLE r = 25' (60' do 75' LOT) 15' (40' LOT) 25' FRONT SETBACK CAN BE REDUCED TO 20' ON CERTAIN LOTS. NO MORE THAN 2) IN SUCCESSION AT 20' AND A MINIMUM OF (2) IN SUCCESSION AT 25' DRAIN INLET AS SCALED FROM DRAINAGE PLANS 30.85' 30,85' 30.85' \ 3.O'x4.0' AC 14.0' 16 0 5.00' LANAI 1S. 00' 6. 0' LOT 125Ui PROPOSED RESIDENCE 1-. p 2718- TUSCANY-C ti ti? 2 CAR GARAGE RIGHT O LOT 124 Co V V COV' D. 9 3, ENTRY o / 0 9. 3' o o N20. 7 5. 00' 1G' - I WALK DRIVE 25. 19' — r — 25. 20' 10' UTIE 'ESMT. WALK S 89043'10" W- 40. 00' t- FLICATE CO V_F, 50- PRIVATE. R/W) PLOT PLAN AREA CALCULATIONS TOTAL LOT AREA 4,842 t SQUARE FEET PLOT FLAN ONLY NOT A SUPVL'Y PROPOSED = FINSHED SPOT GRADE ELEVATIONS FLATWORK ON/OFF LOT = TOTAL t SQUARE FEEL FLATWORK PI R DRAINAGE PIANS G DRIVE 403/ 110= 513 f SQUARE FEET FOUNDATION/PAD 1,646 J: SQUARE FEEF y — PROPOSED DRAINAGE FLOW t 4 611q, WAI KS 64/ 200= 264 t SQUARE FEET REAR PATIO 117 f SQUARE FEET PORCH LOTGRADINGTYPEASOU 2,502/ 130 = 2,636 t SQUARE_ FEET FRONT DECK 93 1 SOUARC i F1 1 PROPOSED F.F. PER PLANS 29.9' Q POOL DECK 0 J. SQUARI FIFA NOTE., FRONT SIDEWALK AND STREET LOCATION TAKEN FROM PLANS PROVIDED BY CIIENT • NOT FIELD VFRIFIFD CR UISL'N.kIErEfl — AS'CO TT L.1L A r.S'rS`O C. , INC. — LAND rS U.RVT .M L', .:' LEGEND - LEGEND - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658- 14,56 I+ . PLAT P.OL. • POINT ON LINE NOTES: F • FIELD TYP. TYPICAL IT, IRON PIP[ /.RC, • RDINT Or REVERSE CURVATURE 1R - IRON ROD ADIT Or COMPOUND CURVATURE 1 THE UNDERSIGNED DOES HEREBY CER77FY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD Of RAD. ICICCHCOIICRETEMONUMENTRAT. •RADIAL PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.021, FLORIDA STATUES I_ 7 IP • 1/2' IR ./DLY 4596 N.H. -NON-RADIAL 2. UNLESS EMBOSSED M77N SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SEV., THIS SURVEY NAP OR COPIES ARE NOT vAUO kLL' - RLLLIVE ED V.P. • VITNESS POINT 3 THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS P, D.B • PUIN1 OF BEGINNING CALC CALCULATC0 OR EASEMENTS THA= AFFECT THIS PROPERTY. P LI C PIT N DT CIIMMEM:FMCNT PAR RERMUNENT REFERENCE MONUMENT 4. NO UN%ERGHOUNO IMPINriFMFNTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. K LINE ION TNAILCENLINEFF. FINISHED FLOSETBACK Nr.D • NAIL L DISV DS.L BUILDING SCTDALK LING 5, THIS SURVEY IS PREPARED FOR -THE SORE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BF RELIED UPON BY ANY OTHER FNTIFY RrV HIGni- OF' Vnr DH. DCNCHMARK 6 DIMENSIONS SHOWN MR THE LOG1110N OF IMPROVEMENTS HEREON SHOULD NOT BE USED i0 RECONSTRUCT BOUNOART ONES ESMT. • EASEMENT D6 RASE DEARING 7 BFARINGS, 'RE USED ASSUMED DATUM AND ON ME UNE SHOWN AS BASE BEARING (B.B.) DRMN DRAINAGE UTIL. • UTILITY 5.-LEVA77ONS, IF SHOWN, ARE BASED ON NATIONAL GEODETIC VER77CAL DATUM OF ID2D, UNLESS OTHERWISE NOTED. CL Fr CHAIN LINY, FENCE fl CERTIFICATE OF AUTHORIZATION No 4596. vnrc. vnnn FEN.[ C/D - CONCRLTE DLULK SCALE 1" - 20' -H DRAWN BY: PC POINT OF CURVATURE RT POINT ( IF, TANGENCY CERTIFIED BY. ate r URUER rdo. III SC • DLSCRIPTON---- R • PADIUS PLOT PLAN 05-31-2016 3495-18 AFC LE LTNGTH DDEL REVISEDPLOTPLAN (PATIO) 08-07-2018 C •C2D 1: K • CORD TIrnRING Z NORTH ,, __ •• , FHIS BLIILDING\ PROPERTY DOES NOT LIE WITHIN — --- - --- V---c\J -- 7HE E, rABLISHEO 100 YEAR F1.000 PLANE AS PER "FIRM" TO RUSENME CR, R.L. 9' %1 4714 ZONE 'x' MAP , I 12107CO090 F (09-28-07) JAMES . SCOTT, ,L. S / 4801 " i r Filename: PARK SQ TUSCANY.rrr RECORD COPY Lighting and Small Appliance/Laundry Circuits Floor Area SmAppNo LaundNo Line Neutral 2718 2 1 Lighting Summary Standard 6,379 6,379 Optional 12,654 6,379 Ranges & Ovens Range No. No? Nameplate Line Neutral 1 1 8000 2 0 0 3 0 0 Range/Oven Summary Standard 6,400 4,480 Optional---8,000 4,480 Dryers Dryer No. No? Nameplate Line Neutral gUILD NC 1 1 5000 2 0 SNi f=pRD J 0 Dryer SummaryStandard 51000 3,500 o OgRrn, Optional 5,000 3,500 Heating and Cooling: Actual Number = 1 Name M? Ph No Amps Volts VA HP Line Neutral 1 M 1 1 27.0 240 6,480 0 1 M 1 1 2.0 240 480 0 1 M 1 1 5.0 240 1,200 0 1 1 1 1 27 240 1 6,480 0 Heat/ Cool Summary Standard 14,640 0 Optional 14,640 0 ixed Appliances: Actual Number = 6 lame M? Ph No Amps_ Volts VA HP Line Neutral 7ISP 1 1 120 600 600 600 DISH 1 1 120 1200 1,200 1,200 4ICRO 1 __ 1 120 1200 1,200 -1; 200 LATER HEATER 1 1 18.5 240 4,440 0 APT POOL 1 1 10 240 2,400 0 OPT POOL HEAT 1 1 31 240 7,440 0 Fixed Appliance Summary Standard 12,960 2,250 Optional 17,280 2,250 Other Appliances: Actual Number = 0 Name M? Ph No Amps Volts VA HP Line Neutral t bther- Appliance Summary Standard 0 0 Optional 0 0 P5% of Max Motor: Line is Std Only; Neutral for Both Maximum Phase' Amps Volts 1 27 240 Heat/Cool Phase Amps Volts 1 27 240 Fixed Appl. Phase Amps Volts 0 Other Appl. Phase Amps Volts 0 Max Motor Summary Standard Only 1,620 0 SUMMARY Standard Line Neutral Total Total 46,999 16,609 Maximum Amperage = 196 69 Service Voltage = 240 Service Phase = 1 Optional Line Neutral Total Total 37,814 16,609 Maximum Amperage = 158 69 Service Voltage = 240 Service Phase = 1 i MiTek Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. RE: P2718AC-T - Park Scl Hm/2718-Tuscany-A or C_TRAY RECORD COPY MiTek USA, Inc. Site Information: 6904 Parke East Blvd. a, FL 3381 Q 1 l5 Customer Info: PARK SQUARE HMS Project Name: P2718AC-T Model: TUSCANY - A or /TRAY Lot/Block: 125 Subdivision: WYNDHAM PRESERVE 40' Address: 2642 FLICKER COVE City: SANFORD State: FLORIDA Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 140 mph Roof Load: 40.0 psf Floor Load: 55.0 psf This package includes 72 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 611315-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# Truss Name Date INo. I Seal# JTruss Name Date 1 IT13425355 lAl 3/7/18 112 IT13425366 JC3 3/7/18 12 I T13425356 I A2 13/7/18 113 I T13425367 I C4 13/7/18 I 13 I T13425357 I A3 13/7/18 114 I T13425368 ICJ 13/7/18 14 I T13425358 I A4 13/7/18 115 I T13425369 ICJ 1 13/7/18 15 I T13425359 I A5 13/7/18 116 I T13425370 I CJ3 13/7/18 16 IT13425360 I B1 13/7/18 117 I T13425371 I CJ3T 13/7/18 17 I T13425361 162 13/7/18 118 I T13425372 I CJ5 13/7/18 18 I T13425362 1133 13/7/18 119 I T13425373 I CJ5A 13/7/18 19 I T13425363 1134 13/7/18 120 I T13425374 I CJ5T 13/7/18 110 IT13425364 ICI 13/7/18 121 I T13425375 I D1 13/7/18 111 I T13425365 I C2 13/7/18 I22 I T13425376 I D2 13/7/18 This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Mid -Florida Lumber Acquisitions, Inc.. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall budding design per ANSI/TPI 1, Chapter 2. G E V 3 • e9 '. No 39380 O'. STATE OF :44/: O R Thomas A. Albanl PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 7,2018 Albani, Thomas 1 of 2 lk W, RE: P2718AC-T - Park Sq Hm/2718-Tuscany-A or-C_TRAY Site Information: Customer Info: PARK SQUARE HMS Project Name: P2718AC-T Model: TUSCANY 2718 - A or C / TRAY Lot/Block: 125 Subdivision: WYNDHAM PRESERVE 40' Address: 2642 FLICKER COVE City: SANFORD State: FLORIDA No. ISeal# ITruss Name I Date No. I Seal# Truss Name Date1317/1823IT13425377ID33/7/18 166 IT13425420 IKJ3 124 IT13425378 I D4 13/7/18 167 IT13425421 I KJ3A 13/7/18 I 125 IT13425379 I D5 13/7/18 168 IT13425422 I KJ6 13/7/18 I 126 IT13425380 I D6 13/7/18 169 IT13425423 I KJ7 13/7/18 I 127 IT13425381 I D7 13/7/18 170 IT13425424 I KJ7T 13/7/18 I 128 IT13425382 I D8 13/7/18 171 IT13425425 I KJ34 13/7/18 I 129 IT13425383 I D9 13/7/18 172 IT13425426 V 13/7/18 I 130 IT13425384 I D10 13/7/18 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 131 IT13425385 I D10T 13/7/18 I 132 IT13425386 I D11T 13/7/18 133 IT13425387 I D12T 13/7/18 134 IT13425388 I E1 13/7/18 135 IT13425389 I E2 13/7/18 136 IT13425390 I F1 13/7/18 137 IT13425391 I F2 1317/18 138 IT13425392 I F3 13/7/18 139 IT13425393 I F3A 13/7/18 140, IT13425394 I F4 I3/7/18 141'7 IT13425395 I F5 , 13/7/18 142 IT13425396 I'F6 ' I3/7/18 143 IT13425397 I F7 13/7/18 144 IT13425398 I F8 I3/7/18 145 IT13425399 I F9 13/7/18 146 IT13425400 I F9G 13/7/18 147 IT13425401 I F10 13/7/18 148 IT13425402 I F10A 13/7/18 149 IT13425403 I F11 13/7/18 150 IT13425404 I F11A 13/7/18 151 IT13425405 I F12 13/7/18 152 IT13425406 I FT1 13/7/18 153 IT13425407 I FT2 1317/18 154 IT13425408 I FT3 13/7/18 155 IT13425409 I FT4 13/7/18 156 IT13425410 I G1 13/7/18 157 IT13425411 I G2 13/7/18 158 IT13425412 I G3 13/7/18 159 IT13425413 I G4 1317/18 160 IT13425414 I H1 1317/18 161 IT13425415 I J3 13/7/18 162 IT13425416 I J5 13/7/18 163 IT13425417 I J7 13/7/18 164 IT13425418 I J7T 13/7/18 165 IT13425419 I J34 13/7/18 2 of 2 Job It Truss Truss Type Oty Ply Park Sq Hm/2718-Tuscany-A or C-TRAY T13425355 P2718AC-T Al HIP 1 2 Job Reference (optional) Mid-Flonda Lumber, Bartow, FL 8 130 s Sep 15 2017 MiTek Industries, Inc Wed Mar 7 11 17 04 2018 Page 1 ID MnroRiMTSTo7RD4WFfNCPvzHymh-JBSVd2H?lUHDSF646gBfWoRd4OopJWOTFGpY9LzdKP1 i 4-9-11 9-0-13 13-4-0 16-2-0 19-0-0 23-3-3 27-6-5 32-4-0 4-9-11 4-3-3 4-3-3 2-10-0 2-10-0 4-3-3 4-3-3 4-9-11 4x8 = 1 5x4 II 4x8 = Scale = 1 54 2 21 16 -' -- 15 -- -' 14 -- 13 --12 -- -' 11 -_ __ 10 4x8 = 2x4 II 4x4 = 4x4 = 7x8 = 4x4 = 4x4 = 2x4 II 4x8 = 4-9-11 9-0-13 134-0 16-2-0 19-0-0 23-3-3 27-0-5 32-4-0I 4-9-11 4-3-3 4-3-3 2-10-0 2-10-0 4-3-3 4-3-3 4-9-11 Plate Offsets (X,Y)- 1 0-0-12,0-0-51,[4 0-5-4,0-2-01,[6 0-5-4,0-2-01,[9 0-0-12,0-0-51,[13 0-4-0.0-4-81 LOADING (psf) SPACING- 1-0-0 CSI. DEFL. in floc) I/defl Ud PLATES GRIP TCLL 200 Plate Grip DOL 1 25 TC 074 Vert(LL) -0 23 14-15. >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1 25 BC 099 Vert(CT) -0 46 14-15 >847 180 BCLL 00 Rep Stress Incr NO WB 055 Horz(CT) 0 14' 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight 452 Ito FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 3-0-1 oc purlins BOT CHORD 2x6 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No 3 REACTIONS. (lb/size) 1=5926/0-3-8, 9=5409/Mechanical Max Horz 1=70(LC 7) Max Uplift 1=-1651(LC 8), 9=-1515(LC 8) FORCES. (lb) - Max Comp /Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 1-2=-11214/3197, 2-3=9410/2767, 3-4=-7571/2265, 4-5=-6971/2106, 5-6=-6971/2106, 6-7=-7540/2249, 7-8=-9365/2726, 8-9=-11120/3146 BOT CHORD 1-16=- 2837/10029, 15-16=-2837/10029, 14-15=2414/8398, 13-14=-1944/6800, 12-13=-192916771, 11- 12=-2377/8358, 10-11=-2791/9943, 9-10=-2791/9943 WEBS 2-16=-366/ 1556, 2-15=1865/483, 3-15=-661/2367, 3-14=-2370/698, 4-14=-847/2862, , 4-13=-140/498, 6-13=-178/572, 6-12=-805/2781, 7-12=-2352/665, 7-11=-625/2347, 8-11=-1812/473, 8-10=-358/1512 NOTES- Continued on page 2 1) 2-ply truss to be connected together with 10d (0 131"x3") nails as follows: Top chords connected as follows. 2x4 - 1 row at 0-7-0 oc Bottom Chords connected as follows 2x6 - 2 rows staggered at 0-9-0 oc Webs connected as follows 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 This item has been 4) Wind ASCE 7- 10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf; BCDL=3 Opsf, h=25ft, B=45ft, L=32ft, eave=oft, Cat electronically signed and II; Exp B; Encl , GCpi=O 18, MWFRS (directional), Lumber DOL=1 60 plate gnp DOL=1 60 led b Albani, Thomas, PE seay 5) Provide adequatedrainagetopreventwaterponding. 6) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads using a Digital Signature. 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 Printed copies of this will fit between the bottom chord and any other members document are not considered 8) Refer to girder(s) for truss to truss Connections. signed and sealed and the 9) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) except Ot=lb) be 1=1651, 9=1515. Signaturemustverified10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 637 lb down and 161 lb up at on any electronic copies. 0-4-12, 634 lb down and 164 lb up at 2-4-12, 634 lb down and 164 lb up at 4-4-12, 634 lb down and 164 lb up at 6-4-12, 629 lb Thomai A. Albani PE No.39380 down and 218 lb up at- 8-4-12, 629 lb down and 200 lb up at 10-4-12, 626 lb down and 199 lb up at 12-4-12, 621 lb down and 212 MiTak USA, Inc. FL Csrt 6634 lb up at 14-4- 12, 636 lb down and 206 lb up at 16-4-12, 622 lb down and 209 lb up at 18-4-12. 626 lb down and 197 lb up at 6904 Parke East Blvd. Tampa FL 33610 20-4-12. 624 lb down and 206 lb up at 22-4-12, 627 lb down and 167 lb up at 24-4-12, 627 lb down and 167 lb up at 26-4-12, and Date: 627 lb down and 167 lb up at 28-4-12, and 627 lb down and 167 lb up at 30-4-12 on bottom chord. The design/selection of such March 7,2018 connection device(s) is the responsibility of others. WARNING - Verify design paramefrs and READ NOTES ON TI*S AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 11010312015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not• a truss system Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing MiTek• is always required for stabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamageForgeneralguidanceregardingthefabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Mexandna, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq Hm/2718-Tuscany-A or C_TRAY J T13425355 P2718AC-T Al HIP 1 Job Reference (optional) Mid-Flonda Lumber, Bartow, FL 8 130 s Sep 15 2017 MiTek Industries, Inc Wed Mar 7 11 17.04 2018 Page 2 ID MnroRiMTSTo7RD4WFfNCPvzHymh-J8SVd2H?tUHDSF646gBfWoRd4OopJwOTFGpY9LzdKPj LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) Lumber Increase=l 25. Plate Increase=l 25 Uniform Loads (plf) Vert 1-4=-30, 4-6=-30, 6-9=-30, 1-9=-10 Concentrated Loads (lb) Vert 13=-61B(F) 21=-637(F) 22=-634(F) 23=-634(F) 24=-634(F) 25=-629(F) 26=-629(F) 27=-626(F) 28=-621(F) 29=-622(F) 30=-626(F) 31=-624(F) 32=-627(F) 33=627(F) 34=627(F) 35=-627(F) WARNING • VrVy design parameters and READ NOTES ON INS AND INCLUDED MITEK REFERENCE PAGE Mll-T(7] m. 10107/2015 BEFORE USE. Design valid for use only with MiTek® connectors Thls design Is based only upon parameters shown, and is for an individual building component, not a miss system Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall budding design Bracing Indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing WOWalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamageForgeneralguidanceregardingthe fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPN Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street. Suite 312. Alexandna, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply or C_TRAYParkSqHrrv`2718-Tuscany-A T13425356 p2718AC-T A2 HIP 1 1 Job Reference (optional) Mid-Flonda Lumber, Bartow, FL 8 130 s Sep 15 2017 MiTek Industries, Inc Wed Mar 7 11 17 05 2018 Page 1 ID MnroRiMTSTo7RD4WFfNCPvzHymh-nLOtgLldeoP43OhHgOlu20_r2nFf2GkdUwZ5hnzdKPl 6-3-4 12-0-0 16-2-0 20-4 0 26-0-12 32-4-0 33-0-0 6-31 5-8-12 4-2-0 4-2-0 5-8-12 6-3-4 5x5 = 3 22 3x4 = 5x5 = 423 24 5 Scale = 1 54 8 3x4 = 1x4 II 3x8 = 3x4 = 3xB = 1x4 II 3x4 = 6-3 12-0-0 20A-0 2 -0- 26-0-12 32-1-0 6-3-4 5-8-12 8-0-0 -8- 5-0-12 6-3-4 Plate Offsets (X Y)-- [3 0-2-8 0-2-4] [5 0-2-8 0-2-4] LOADING (psf) SPACING- 2-0-0 CSI. TCLL 200 Plate Grip DOL 1 25 TC 053 TCDL 100 Lumber DOL 1 25 BC 057 BCLL 00 Rep Stress Incr YES WB 099 BCDL 100 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) 1=668/Mechanical, 10=1704/0-3-8, 7=275/0-3-8 Max Horz 1=-135(LC 10) Max Uplift 1=-163(LC 12), 10=-393(LC 12), 7=-102(LC 12) Max Grav 1=693(LC 21), 10=1704(LC 1), 7=335(LC 22) DEFL. in (loc) I/deft L/d Vert(LL) -015 10-12 >999 240 Vert(CT) -0 28 10-12 >883 180 Horz(CT) 002 10 n/a n/a PLATES GRIP MT20 244/190 Weight 167 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-10 oc purlins BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing FORCES. (lb) - Max Comp /Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 1-2=-1125/379, 2-3=-601/257, 3-4=457/285, 4-5=-24/481, 5-6=106/616 BOT CHORD 1-13=-256/970, 12-13=-256/970 WEBS 2-12=-585/275,4-12=-178/625,4-10=-929/355,5-10=-509/210, 6-10=-587/275 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3 Opsf, h=25ft, B=45ft, L=32ft, eave=4ft, Cat II, Exp B, Encl , GCpi=0.18, MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-2-13, Interior(1) 3-2-13 to 12-0-0, Exterlor(2) 12-0-0 to 24-10-14, Interior(l) 24-10-14 to 33-4-0 zone,C-C for members and forces 3 MWFRS for reactions shown, Lumber DOL=1 60 plate grip DOL=1 60 3) Provide adequate drainage to prevent water ponding 4) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 5) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10 Opsf 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 Qt=lb) 1=163,10=393,7=102 This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Thomas A. Albani PE No.393S0 MiTsk USA, Inc. FL Cart 6634 69U Parks East Blvd. Tampa FL 33610 Date: March 7,2018 Q WARNING - Verify dastgn paramrrfrs and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 raw 1010312015 BEFORE USE. Design valid for use only with MiTeM connectors This design is based only upon parameters shown, and is for an individual building component, not - a truss system Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual buss web and/or chord members only Adddional temporary and permanent bracing M iTe k• is always required for stabildy and to prevent collapse wdh possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 quality Criteria. DSB-59 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Sude 312, Alexandria. VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq HrTV27 I 8-Tuscany-A or C_TRAY T13425357 P2718AC-T A3 HIP 1 1 Job Reference (optional) Mid-Flonda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc Wed Mar 7 11 17 06 2018 Page 1 ID MnroRiMTSTo7RD4WFfNCPvzHymh-FXaF2hJFP5XxhYGTE5D7bDW2EBdnnmMmjalfDDzdKPh i 5-94 11-0-0 16-2-0 21-0-0 26Fi-12 324-0 33-4-0 5-94 5-2-12 5-2-0 5-2-0 5-2-12 4x8 = 23 1x4 II 4x8 = 24 4 25 265 Scale = 1 54 8 I 14 13 11 10 9 1x4 II 6x6 = 3x4 3x103x4 = 6x6 = 1x4 I 30 = 5-24 11-0-0 16-2-0 21-0-0 21r4r0 26-6-12 32-0-0 5-9-0 5-2-12 5-2-0 4-10-0 0,-0 5-2-12 5-9-4 Plate Offsets (X Y)-- 3 0-5-4 0-2-0] [5 0-5-4 0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 200 Plate Grip COL 1 25 TC 044 Vert(LL) -0 04 14-17 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1 25 BC 045 Vert(CT) -0 10 14-17 >999 180 BCLL 00 Rep Stress Incr YES WB 0.77 Horz(CT) 002 10 n/a n/a BCDL 100 Code FBC2017/TPI2014 Matnx-MS Weight 172 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 4-10-3 oc purlins BOT CHORD 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing WEBS 2x4 SP No 3 REACTIONS. (lb/size) 1=728/Mechanical, 10=1638/0-3-8, 7=28110-3-8 Max Horz 1=-124(LC 10) Max Uplift 1=-177(LC 12), 10=377(LC 12), 7=-104(LC 12) Max Grav 1=748(LC 21), 10=1638(LC 1), 7=329(LC 22) FORCES. (Ib) - Max Comp /Max Ten - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1277/436, 2-3=-775/321, 3-4=332/231, 4-5=-332/231, 5-6=-82/537 BOT CHORD 1-14=-311/1104, 13-14=-311/1104, 11-13=-90/630, 10-11=-459/270 WEBS 2-13=-550/254, 3-13=-89/399, 3-11=-469/158, 4-11=-353/187, 5-11=-370/1072, 5-10=-1271/449, 6-10=-554/254 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3.Opsf, h=25ft, B=45ft; L=32ft, eave=4ft, Cat II, Exp B; Encl , GCpi=O 18, MWFRS (directional) and C-C Exterlor(2) O-D-O to 3-2-13, Intenor(1) 3-2-13 to 11-0-0, Exterior(2) 11-0-0 to 25-10-14, Interior(1) 25-10-14 to 33-4-0 zone,C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1 60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding 4) This truss has been designed for a 10 0 psf bottom chord live load nonconcurreni 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 joint(s) except Ot=lb) sealed by Albani, Thomas, PE1=177, 10=377, 7=104 using a Digital Signature Printed copies of this document are not considered signed and sealed and the - signature must be verified on any electronic copies. Thomas A Albani PE No.39380 MiTek USA, Inc. FL Csr16934 6904 Parks East Blvd. Tampa FL 33810 Date: March 7,2018 Q WARNING - VerKy design paramefers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 - 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not • a truss system Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent braung MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suee 312, Alexandria. VA 22314 Tampa, FL 36610 Job k Truss Truss Type Qty Ply Park Sq Hm/2718-Tuscany-A or C_TRAY T13425358 P2718AC-T A4 HIP 1 1 Job Reference (optional) Mid-Flonda Lumber, Bartow, FL. B.13U s Sep 15 ZU17 MI lek Industries, Inc. Wed Mar 7 11 17.07 2018 Page 1 ID MnroRiMTSTo7RD4WFfNCPvzHymh-kj8eFlKtAPgoJigfoolM7R37fbz_WlxvxE2CnigzdKPg 1-4 9- -0 16-2-0 3-4-0 27-0-12 3 4A 3-4 0-0 4-9 4-2-12 7-2-0 7-2-0 4-2-12 4-9_4 1-0-0 1 5x5 = 4 23 3x8 = 5x5 = 24 5 25 26 6 Scale = 1 56 0 11 12 11 3x4 = 3x4 = 3x4 = 1 x4 I I 3x4 —_ 3x4 3x4 = 3x4 = 6-0-2 11-5-12 16-2-0 i 20-10-4 26-3-14 324-0 6-0-2 5-5-10 4-8-4 ' 4-8-4 5-5-10 6-0-2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl Ud TCLL 20 0 Plate Grip DOL 1 25 TC 078 Vert(L-) 0 03 15 999 240 TCDL 10.0 Lumber DOL 1 25 BC 039 Vert(CT) 0 08 15-18 999 180 BCLL 00 Rep Stress Incr YES W 3 043 Horz(CT) 002 11 n/a n/a BCDL 100 Code FBC20171TPI2014 Malnx-MS LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD BOT CHORD 2x4 SP No 2 BOT CHORD WEBS 2x4- SP No 3 WEBS REACTIONS. (lb/size) 2=752/0-3-8, 11 = 169310-3-8, 8=261/0-3-8 Max Horz 2=105(LC 11) Max Uplift 2=-212(LC 12). 11=-390(LC 12), 8=-99(LC 12) Max Grav 2=771(LC 21), 11=1693(LC 1), 8=303(LC 22) FORCES. ( lb) - Max Comp./Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-3=-1211/428, 3-4=-1101/438. 4-5=-600/288, 5-6=126/682 BOT CHORD • 2-15=-311/1052, 14-15=-135/702, 12-14=-30/303, 11-12=-30/303, 10-11=-313/202 WEBS 3-15=-253/186, 4-15=-157/418, 5-14=-1201442, 5-11 =-1 278/455, 6-11=-795/316, 6-10=-161/430, 7- 10=-260/188 PLATES GRIP MT20 244/190 Weight 165 lb FT = 20% Structural wood sheathing directly applied or 5-1-4 oc purlins. Rigid ceiling directly applied or 6-0-0 oc bracing 1 Row at midpt 5- 11 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=2511, B=45ft L=32ft, eave=4ft, Cat. II, Exp B, Encl , GCpi= 0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-2-13, Interior(1) 2-2-13 to 9-0-0. Exterlor(2) 9-0-0 to 27-7-10, Interior(1) 27-7-10 to 33-4-0 zone,C-C for members and forces 3 MWFRS for reactions shown, Lumber DOL=1 60 plate gnp DOL=1 60 3) Provide adequate drainage to prevent water ponding 4) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 5) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except (jt=lb) 2=212,11=390 This item has been electronically signed and sealed by Albani, Thomas, PE using -a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albani PE No. 39390 MITsk USA, Inc. FL Cart 6634 6904 Parks East Blvd. Tampa FL 33610 Date, March 7,2018 Q WARNING - Variry design paramafan and READ NOTES ON 7NIS AND INCLUDED M TEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not • I truss system Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design Bracing indicated Is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing MiTek" is always required for stabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the fabrication, storage, delivery, erectron and bracing of trusses and truss systems, we ANSVTPII Quality Criteria, DS549 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type city Ply Park Sq Hm/2718-Tuscany-A or C_TRAY T13425359 P2718AC-T A5 HIP 1 1 Job Reference (optional) MIO-f-londa Lumber, Barlow, FL. tl 13U s Sep 15 LU1I MI I eK Industries, Inc Wed Mar 111 1 I U6 Lultl rage 1 I D. MnroRiMTSTo7RD4WFfNCPvzHymh-CwhOTMKVxjofwsPrL WGbgecHl?FxFco3Aunml6zdKPf 1-0-0 3-9-0 7-0-0 11-7-14 16-2-0 20-8-2 25-0 28-0-12 32-0 3-2.12 4-7-14 4-6-2 4-6-2 4-7-14 3-2-12 3-9 6 Oo F12 4x8 = 3x4 = 5x5 = 5x6 = 4x8 = 4 24 25 26 5 27 28 6 29 30 7 31 32 33 a Scale = 1 56 0 17 34 35 16 36 15 37 14 38 39 13 40 41 12 3x4 = 3x4 = 3x4 = 3x4 = 5x10 = 6x6 = 3x4 = 3x4 = THIS TRUSS IS NOT SYMMETRIC PROPER ORIENTATION IS ESSENTIAL LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 200 Plate Grip DOL 125 TC 089 Vert(LL) 0 07 16-17 999 240 MT20 244/190 TCDL 100 Lumber DOL 125 BC 066 Vert(CT) 0.15 17-20 999 180 BCLL 00 Rep Stress Incr NO WB 0 97 Horz(CT) 0.04 13 n/a n/a BCDL 100 Code FBC2017/TPI2014 Matrix -MS Weight 169 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No 2 BOT CHORD 2x4 SP No 2 'Except' 10-15 2x4 SP No I WEBS 2x4 SP No 3 REACTIONS. (lb/size) 2=1228/0-3-8, 13=3369/0-3-8, 10=288/0-3-8 Max Horz 2=84(LC 7) Max Uplift 2=-373(LC 8), 13=-996(LC 8), 10=-95(LC 8) Max Grav 2=1236(LC 17), 13=3369(LC 1), 10=308(LC 14) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-9-5 oc purlins BOT CHORD Rigid ceiling directly applied or 5-6-5 oc bracing WEBS 1 Row at midpt 8-13 , FORCES. (lb) - Max Comp /Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-3=-2248/663, 3-4=-2041/614, 4-5=-1672/546, 5-6=-622/231, 6-7=-622/231, 7-8=356/1406, 9-10=-259/71 BOT CHORD 2-17=-524/1986, 16-17=-452/1809, 14-16=-430/1672, 13-14=-1406/499 WEBS 3-17=-278/106, 4-17=-72/637, 5-16=0/424, 5-14=-1350/401, 6-14=-536/284, 7-14=-747/2537, 7-13=-2131/741, 8-13=-1694/483, 8-12=74/643, 9-12=-281/119 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3 Opsf, h=25ft, B=45ft, L=32ft, eave=4ft, Cat. II, Exp B; Encl , GCpi=O 18, MWFRS (directional); Lumber DOL=1 60 plate grip DOL=1 60 3) Provide adequate drainage to prevent water ponding 4) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrenl with any other live loads 5) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 6) Provide mechanical connection (by others) o1 truss to bearing plate capable of withstanding 100 lb uplrn at joint(s) 10 except Qt=lb) 2=373, 13=996 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 189 lb down and 206 lb up at 7-0-0. 97 lb down and 106 lb up at 9-0-12, 97 lb down and 106 to up at 11-0-12, 97 lb down and 106 lb up at 13-0-12, 97 lb down and 106 lb up at 15-0-12, 97 lb down and 106 lb up at 16-2-0, 97 lb down and 106 lb up at 17-3-4, 97 lb down and 106 lb up at 19-3-4. 97 lb down and 106 lb up at 21-3-4, and 97 Ib down and 106 lb up at 23-3-4, and 189 lb down and 206 lb up at 25-4-0 on top chord, and 327 Ib down and 97 Ib up at 7-0-0, 66 Ib down at 9-0-12, 66 Ib down at 11-0-12, 66 lb down at 13-0-12, 66 lb down at 15-0-12, 66 lb down at 16-2-0, 66 Ib down at 17-3-4, 66 Ib down at 19-3-4, 66 Ib down at 21-3-4, and 66 Ib down at 23-3-4, and 327 Ib down and 97 Ib up at 25-3-4 on bottom chord The design/selection of such connection device(s) is the responsibility of others 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B) LOAD CASE(S) Standard Continued on page 2 This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albani PE No.39380 MiTak USA, Inc. FL Cart 6634 69D4 Parks East Blvd. Tampa FL 33610 Date: QWARNING • VrNy daalpn paramalars and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE M1I-7177 m. 10/0712015 BEFORE USE. Design valid for use only with MiTeM 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 deslgn parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing M iTe k• is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 March 7,2018 Job Truss Type Qty Ply Park Sq Hm/2718-Tuscany-A or C_TRAY FA5 T13425359 P2718AC-T HIP 1 1 Job Reference (optional) Mid-Flonda Lumber, Bartow, FL 8 130 s Sep 15 2017 MiTek Industnes, Inc Wed Mar 7 11 17 08 2018 Page 2 ID MnroRiMTSTo7RD4WF1NCPvzHymh-CwhOTMKVIgofwsPrLWGbgecHI?FxFco3Aunml6zdKPf LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) Lumber Increase=1 25, Plate Increase=1 25 Uniform Loads (plf) Vert 1-4=-60, 4-8=-60, 8-11=60, 18-21=-20 Concentrated Loads (lb) Vert:4=-142(F) 8=-142(F) 17=-327(F) 14=-41(F) 6=-97(F) 12=-327(F) 25=-97(F) 26=-97(F) 27=-97(F) 28=-97(F) 29=-97(F) 30=-97(F) 31=-97(F) 32=-97(F) 34=41(F) 35=-41(F) 36=-41(F) 37=41(F) 38=41(F) 39=41(F) 40=41(F) 41=41(F) AWARNING - Verity design parameters and READ NOTES ON TI#S AND INCLUDED WTEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not • a truss system Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing M iTe k' is always required for slabsity 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 ANSVTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply ark Sq HrrV2718-Tuscany-A or C_TRAY Job T13425360 P271BAC-T B1 SPECIAL 1 Reference (optional) _ Mid-Flonda Lumber, Bartow, FL 8 130 s Dec 12 2017 MiTek Industries, Inc Wed Mar 7 16 20 10 2018 Pagqe 1 ID MnroRiMTSTo7RD4WFfNCPvzHymh-ppBwOYk6tZbAIZNBBzs6DhYGN52pgeOPIZ6N5vzdGrp 1-0-0 12-M 1 -7 14-11-15 17-2-10 19-5-5 21-81 24-0-8 1-0-0 6-3-4 5-8-12 -7 2-4-7 2-2-11 2-2-11 2-2-11 2-4-8 Scale = 1 49 8 1 5x4 = 2x4 II 415x4 II 3x4 -_ 19 16 1! 1b 1b 14 13 12 4x8 = 3x4 II 8x8 = 2x4 II 2x4 II 5x10 = 3x4 II 3x4 = 6-3-4 12-7-8 14-11-15 17-2-10 19-5-5 21-0-0 24-0-8 i 6-31 6-4-4 2-4-7 2-2-11 2-2-11 2-2-11 2 4-8 Plate Offsets (X,Y)- 12 0-1-8 Edge] [5 0-2-12 Edge],[ 16 0-3-12 Edge],[ 19 0-3-8 0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 100 TC 0.72 TCDL 100 Lumber DOL 1 00 BC 096 BCLL 00 Rep Stress Incr NO WB 0.82 BCDL 100 Code FBC2017(TPI2014 Malnx-MS LUMBER - TOP CHORD 2x4 SP No 2 BOT CHORD 2x6 SP DSS'Except' 12-16. 2x6 SP No I WEBS 2x4 SP No 3 'Except' 4-18 2x4 SP No 2 REACTIONS. (lb/size) 12=1663/Mechanical, 2=136910-8-0 Max Horz 2=418(LC 12) Max Uplift 12=-465(LC 9), 2=-269(LC 12) Max Grav 12=1866(LC 17), 2=1383(LC 17) DEFL. in floc) Vdefl Lid Vert(LL) 037 17 >770 360 Vert(CT) -0 76 17 >376 240 Horz(CT) 006 12 n/a n/a PLATES GRIP MT20 244/190 Weight 302 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-2-12 oc purlins, except end verticals Except 6-0-0 oc bracing 4-5 BOT CHORD Rigid ceiling directly applied or 9-6-0 oc bracing. WEBS 1 Row at midpt 5-19 FORCES. (lb) - Max. Comp /Max. Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-3=-2762/724, 5-6=-11103/3866, 6-7=-10152/3358, 7-8=-10134/3352, 8-9=-7913/2466, 9-10=-3465/1032, 10-11=-3465/1032, 11-12=1593/480, 5-18=-866/317 BOT CHORD 2-19=-1029/2579, 18-19=-3342/9587, 17-18=-3619/10151, 16-17=-3866/11103, 15-16=-2466/7913,14-15=-2466/7913,13-14=-2466/7913,12-13=76/252 WEBS 3-19=-520/1778, 6-17=309/118, 7-16=-368/109, 8-15=-1038/393, 9-14=435/1335, 5-19=-7110/2346, 3-5=-2584/925, 5-17=-371/1376, 6-16=1032/552, 8-16=-968/2427, 11-13=-1041 /3497. 9-13=-4843/1562 NOTES. 1) 2-ply truss to be connected together with 10d (0 131"x3") nails as follows Top chords connected as follows 2x4 - 1 row at 0-7-0 oc Bottom chords connected as follows 2x6 - 2 rows staggered at 0-9-0 oc Webs connected as follows: 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, Vul1=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3 Opsf, h=25111, B=45f1, L=24f1, eave=4ft, Cat II, Exp B, Encl., GCpi=O 18, MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 23-10-12 zone,C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1 60 plate grip DOL=1 60 5) Provide adequate drainage to prevent water ponding 6) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 7) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 465 lb uplift at joint 12 and 269 lb uplift at joint 2 10) Graphical puffin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) The design/selection of such connection device(s) is the responsibility of others This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albani PE No.393ao M(Tak USA, Inc. FL Csrt 6634 6904 Parka East Blvd. Tampa FL 33610 Date: March 7,2018 lU 11AR11140F IblgldYOdn paramarars and READ NOTES ON TN1S AND INCLUDED WTEK REFERENCE PAGE Mll•7473 raw. f0/0320f5 BEFORE USE. , Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not • a truss system Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web andlor chord members only Additional temporary and permanent bracing M iTe k, is always required for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criterls, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street. Suite 312. Alexandna, VA 22314 Tampa, FL 36610 Job Truss fuss Type Qty Ply Park Sq Hm/2716-Tuscany-A or C_TRAY T13426360 P2716AC-T B1 SPECIAL 1 2 Job Reference O llOnal Mid-Flonda Lumber, Bartow, FL LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=l 00, Plate Increase=l 00 Uniform Loads (plf) Vert 1-4=60, 5-6=-100(F=-40), 6-11=-115(F=-40), 2-12=-20 Concentrated Loads (lb) Vert: 6=412 c e 130 s Dec 12 ZU1 / MI I ustnes, Inc Wed Mar / 15 20 10 2016 Pan 2 ID MnroRiMTSTo7RD4WFfNCPvzHymh-ppBwOYk6tZbAIZNBBzs6DhYGN5?pge0PIZ6N5vzdGrp 2 Q WARNING - l/wIfy design paramatara and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 ray. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the budding designer must verity the applicability of design parameters and properly incorporate this design into the overall Nil' building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the I. brication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPH Quality Criteria, DSB-E9 and BCSI Building Component 6904 Parke East BNtl Safety Information available from Truss Plate institute, 218 N Lee Street, Suite 312, Alexandna, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq Hm/2718-Tuscany-A or C_TRAY T13425361 P2718AC-T B2 SPECIAL 1 Job Reference (optional) Mid-Flodda Lumber, Bartow, FL 8 130 s Sep 15 2017 MiTek Industries, Inc Wed Mar 7 11 17 11 2018 Page 1 I D.MnroRiMTSTo7RD4 WFtNCPvzHymh-cVN850NODeAEnJ8Q 1 epl I HEneCH7SOgVssOQvRzdKPc 1-0-0 4-1-5 7-0-11 11-0-0 12-7 14-9-14 17-2-0 19-0-2 21-10-0 Z Q 1-0-0 4-1-5 3-5-5 3-5-5 1-7 2-2-0 2-4-2 2-0-2 2-0-2 2-2-0 Scale = 1 42 1 5x8 = 2x4 II 5 26 6 13 3x4 = 2x4 II 3x4 = 6x10 = 3x4 II 7x8 = 2x4 II 2x4 II 4x10 = 3x4 II 4-1-5 7-0-11 11-0-0 12-7-8 14-9-14 17-2-0 19F-2 21-10-4 1 _ 24-0-8 4-1-5 3-5-5 3-5-5 7162-2Fi 2_ _2 2-0-2 2-2 r 2-2-0 ' Plate Offsets (X Y)- 15 0-5-12 0-2-4] [7 0-3-4 0-2-8] [17 0-4-0 0-5-4] LOADING (psf) SPACING- 2-0-0 TCLL 200 Plate Grip DOL 1.00 TCDL 100 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr NO BCDL 100 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No 2 BOT CHORD 2x6 SP DSS WEBS 2x4 SP No 3'Except* 5-19,7-19 2x4 SP No 2 REACTIONS. (lb/size) 13=1430/Mechanical, 2=1296/0-8-0 Max Horz 2=388(LC 12) Max Uplift 13=-251(LC 9), 2=-223(LC 12) Max Grav 13=1810(LC 17), 2=1363(LC 17) CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TC 091 Vert(LL) 0 39 17-18 >741 360 MT20 244/190 BC 063 Vert(CT) 0 74 17-18 >388 240 WB 082 Horz(CT) 005 13 n/a n/a Matrix -MS Weight 312 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-3 oc purlins, except end verticals BOT CHORD Rigid telling directly applied or 10-0-0 oc bracing FORCES. (lb) - Max Comp,/Max. Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-3=-2608/544, 3-4=-2419/516, 4-5=-1899/403, 7-8=-9838/2344,8-9=-9838/2344, 9-10=-7576/1548, 10-11=-3096/552, 11-12=-3096/552, 12-13=-1536/272 BOT CHORD 2-21=-854/2457, 20-21=-854/2457, 19-20=-770/2263, 18-19=-2607/9925, 17-18=-2813/10507, 16-17=-1548/7576, 15-16=-1548/7576, 14-15=-1548/7576 WEBS 5-19=-1587/6196, 5-7=5720/1598, 7-19=-9822/2427, 8-17=347/55, 9-16=-1018/296, 10-15=-311/1276, 7-17=-849/507, 9-17=-860/2443, 12-14=-568/3182, 10-14=-4840/1076, 4-20=-114/531, 3-20=-260/106, 4-19=-690/254 NOTES- 1) 2-ply truss to be connected together with 10d (0 131 "x3") nails as follows Top chords connected as follows 2x4 - 1 row at 0-7-0 oc Bottom chords connected as follows 2x6 - 2 rows staggered at 0-9-0 oc Webs connected as follows 2x4 - 1 row at 0-0-0 oc, Except member 19-7 2x4 - 1 row at 0-7-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise Indicated 3) Unbalanced roof live loads have been considered for this design 4) Wind ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3 Opsf, h=25ft, B=45ft. L=24ft, eave=4ft, Cat II, Exp B, Eric[, GCpi=O 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 12-5-12, Intenor(1) 12-5-12 to 23-10-12 zone,C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1 60 plate grip D0L=1 60 5) Provide adequate drainage to prevent water ponding 6) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 7) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 8) Refer to girder(s) for truss to truss connections 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (lt=lb) 13=251, 2=223 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) The design/selection of such connection device(s) is the responsibility of others ominued on page 2 This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A Albani PE No.39380 MiTak USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: Q WARNING - Verify design peremelrs end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MITek® connectors This design is based only upon parameters shown, and Is for an individual building component, not • e truss system Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design Bracing indicted is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing Mire 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 ANSUTPII Quality Criteria, DSB-99 and BCSI Building Component 690/ Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 March 7,2018 Job t Truss Truss Type Qty Ply Sq Hm/2718-Tuscany-A or C_TRAYark T13425361 P271BAC-T B2 SPECIAL 1 2 ob Reference (optional) Mid-Flonda Lumber, Bartow, FL_ 8 130 s Sep 15 2017 MiTek Industries, Inc Wed Mar 7 11 17 11 2018 Page 2 ID MnroRiMTSTo7RD4WF(NCPvzHymh-cVN850NODeAEnJ8Q1epilHEneCH7SOgVssOQvRzdKPc LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=l 00, Plate Increase=l 00 Uniform Loads (plf) Vert 1-5=60, 5-6=-60, 7-12=-90, 2-13=-20 Concentrated Loads (lb) Vert7=-412 Q WARNING - Varlfy design paramafara and READ NOTES ON THS AND INCLUDED MITEK REFERENCE PAGE M11-7473 — 1NO3/2015 BEFORE USE Design valid for use only with MiTekS connectors This design is based only upon parameters shown, and is for an individual building component, not • a truss system Before use, the building designer must verity the applicability of design parameters and property incorporate this design Into the overall building design Bracing indicated is to prevent buckling of individual truss web andlor chord members only Additional temporary and permanent tracing MiTek• isalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamageForgeneralguidanceregardingthefabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Sude 312, Alexandna, VA 22314 Tampa, FL 36610 Job Truss Truss Type pry Ply Park Sq Hm/2718-Tuscany-A or C_TRAY T13425362 P271BAC-T B3 SPECIAL 1 2 Job Reference (optional) Mid-Flonda Lumber, Bartow, FL 8 130 s Sep 15 2017 MiTek Industries, Inc Wed Mar 7 11:17:12 2018 Page 1 ID MnroRIMTSTo7RD4WFfNCPvzHymh-4hxXlkNO_xl4PTjdaMKXgUmzCocnBRHe5VNzRtzdKPb r-1-" 4-9-0 9-0-0 12-7-8 14-9-14 17-2-0 19-0-2 21-10 244-0 1-0-0 4.94 4-2-12 3-7-8 2-2-6 2-4-2 2-0-2 2-0-2 2-5-12 Scale = 1 43 3 4x8 = 1 Sx4 ll 4 24 25 26 5 IId 10 11 it, 1J 14 13 12 3x4 = 2x4 II 6x8 = 4x4 II 7x8 = 2.4 ll 2x4 4x14 = 3x4 i 4-9-4 9-0-0 12-7 14-9-14 17-2-0 19-0-2 21-10-4 244-0 4-9-0 4-2-12 3-7-8 2-2-0 2-2 21-2 2-4-2 2-5-12 Plate Offsets (X,Y)- 2 0-1-8 Edge] [4:0-5-4,0-2-0] [6 0-2-8 0-3-4] [16 0-4-0 0-5-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 200 Plate Grip DOL 100 TC 086 Vert(LL) -0 39 16-17 >753 360 MT20 244/190 TCDL 10.0 Lumber DOL 100 BC 067 Vert(CT) -0.73 16-17 >397 240 BCLL 00 Rep Stress Incr NO WB 093 Horz(CT) 005 12 n/a n/a BCDL 100 Code FBC2017/TPI2014 Matrix -MS Weight 294 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No-2 TOP CHORD Structural wood sheathing directly applied or 2-9-14 oc purlins, BOT CHORD 2x6 SP DSS except end verticals WEBS 2x4 SP No 3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. (lb/size) 12=1445/0-3-8, 2=1313/0-8-0 Max Horz 2=315(LC 12) Max Uplift 12=-242(LC 9), 2=-240(LC 12) Max Grav 12=1820(LC 17), 2=1385(LC 17) FORCES. (lb) - Max Comp /Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-3=-2629/618, 3-4=-2373/563, 6-17=-475/177, 6-7=-10060/2276, 7-8=-10060/2276, 8-9=7915/1535, 9-10=-3477/590, 10-11=-3477/590, 11-12=-1530/258 BOT CHORD 2-19=-837/2438, 18-19=-837/2438, 17-18=-2495/9865, 16-17=-2676/10489, 15-16=-1535(7915, 14-15=-1535/7915, 13-14=-1535/7915, 12-13=43/257 WEBS 3-18=-347/158, 4-18=-683/2864, 4-6=-2833/819, 6-18=-7987/1865, 7-16=-329/49, 8-15=-986/280, 9-14=-296/1268, 6-16=-699/432, 8-16=-800/2317, 11-13=592/3482, 9-13=-4794/1021 NOTES- 1) 2-ply truss to be connected together with 10d (0 131"x3") nails as follows Top chords connected as follows 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows 2x6 - 2 rows staggered at 0-9-0 oc Webs connected as follows 2x4 - 1 row at 0-9-0 oc 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated This item has been 3) Unbalanced roof live loads have been considered for this design electronically signed and4) Wind. ASCE 7-10, VuR=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3 Opsf, h=25ft, B=45ft, L=24ft; eave=4ft, Cat sealed by Albani, Thomas, PEII, Exp B; Encl , GCpi=O 18, MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Intenor(1) 2-0-0 to 9-0-0, Exterior(2) 9-0-0 to 12-0-0, Intenor(1) 12-5-12 to 24-2-4 zone,C-C for members and forces 8 MWFRS for reactions shown, Lumber DOL=1 60 plate grip using a Digital Signature DOL=1 60 Printed copies of this 5) Provide adequate drainage to prevent water ponding document are not considered 6) This truss has been designed for a 10 0 psf bottom Chord live load nonconcurrent with any other live loads signed and sealed and the 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 signature must be Verifiedwillfitbetweenthebottomchordandanyothermembers. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (A=lb) on any electronic copies. 12=242, 2=240 Thomas A. Albani PE No.39380 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) . The design/selection of such M]Tsk USA, Inc. FL Csrt 6634 connection device(s) is the responsibility of others 6904 Parke East Blvd, Tampa FL 33810 Date: LOAD CASE(S) Standard March 7,2018i Continued on page 2 Q WARNING - Verify daslgn paramatars and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE MII-7473 raw. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall buildingdesign Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing M iTek• isalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamageForgeneralguidanceregardingthefabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Duality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandna. VA 22314 Tampa, FL 36610 Job Truss Truss Type oty Ply Park Sq HnV2718-Tuscany-A or C_TRAY T13425362 P2718AC-T B3 SPECIAL 1 2 Job Reference (optional) Mid-Flonda Lumber, Bartow, FL. 8 130 s Sep 15 2017 MiTek Industries, Inc. Wed Mar 7 11 17 12 2018 Page 2 ID MnroRiMTSTo7RD4WF1NCPvzHymh-4hxXlkNO_xl4PTjdaMKXgUmzCccnBRHe5WIzRtzdKPb LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) Lumber Increase=1 00, Plate Increase=1 00 Uniform Loads (plf) Vert 1-4=60, 4-5=-60, 6-11=90, 2-12=-20 Concentrated Loads (lb) Vert 6=412 Q WARNING - Verify design perimeters and READ NOTES ON TNIS AND INCLUDED WTEK REFERENCE PAGE 110111-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and Is for an individual building component, not Dal' truss system Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated Is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East BNd Safety Information available from Truss Plate Institute, 218 N Lee Street. Suite 312, Alexandra, VA 22314 Tampa, FL 36610 Job Truss Truss Type oty Ply Sq HM2718-Tuscany-A or C_TRAYark T13425363 P2718AC-T B4 SPECIAL 1 ob Reference (optional) Mid-Flonda Lumber, Bartow, FL 8 130 s Dec 12 2017 MiTek Industries, Inc Wed Mar 7 16 27 26 2018 Page 1 ID MnroRIMTSTo7RD4WFfNCPvzHymh-21Xlue?bCXXl3ZIxkXgLueandrg3_gyaZOjRPezdGl? 1-0-0 3-9-0 7-0-0 9-11-8 12-7-8 1 14-9-14 17-2-0 19-6-2 21-10-0 24-0-0 i1-0-0 3-9-0 3-2.12 2-11-0 2-8-0 2-2-6 2-4-2 2-4-2 2-4-2 2-5-12 Scale = 1 43 0 4x8 = 4x6 = 2x4 II 4 24 5 25 6 I <V 1w 16 it 10 10 14 13 3x4 = 2x4 II 3x4 = 7x10 = 4x4 II 8xl0 MT20HS = 2x4 I 3x10 I 5x10 = 3x4 I I 7-0-0 9-11-0 12-7-8 14-9-14 121 2-0 19-6 2 21-10-4 24A5_ 3-9-0 3-2-12 2-11-0 2-8-0 2-2t 2-4-2 2-4-2 2-4-2 ' A Plate Offsets (X,Y)- 4 0-5-4 0-2-0],[7.0-3-12 0-3-41[9 0-3-8 0-1-8] [10 0-3-8 0-1-8] [17 0-5-0 0-5-0] [19 0-3-0 0-4-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl Ud PLATES GRIP TCLL 200 Plate Grip DOL 1.00 TC 077 Vert(LL) -0 43 17-18 >673 360 MT20 244/190 TCDL 100 Lumber DOL 1.00 BC 088 Vert(CT) -0.85 17-18 >343 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0 82 Horz(CT) 007 13 n/a n/a BCDL , 100 Code FBC2017rrPI2014 Matrix -MS Weight 446 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 'Except' TOP CHORD Structural wood sheathing directly applied or 4-5-15 oc purlins, 7-12 2x4 SP DSS except end verticals BOT CHORD 2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing WEBS 2x4 SP No 3 *Except' 6-18,7-19,7-17,9-17,12-14,10-14 2x4 SP No 2 REACTIONS. (lb/size) 13=2916/0-3-8, 2=2495/0-8-0 Max Horz 2=202(LC 8) Max Uplift 13=-417(LC 5), 2=-469(LC 8) Max Grav 13=3850(LC 2), 2=2500(LC 2) FORCES. (lb) - Max Comp /Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-3=-5159/928, 3-4=-4988/936, 4-5=-5741/1025, 5-6=-364/37, 7-18=304/281, 7-8=20859/3228, 8-9=-20859/3228, 9-10=-15900/2161, 10-11=-7101/851, 11-12=-7101/851, 12-13=-3013/367 BOT CHORD 2-21=-963/4593, 20-21=-963/4593, 19-20=-914/4447, 18-19=-3447/20246, 17-18=-3636/21374, 16-17=-2161/15900,15-16=-2161/15900, 14-15=-2161/15900, 13-14=-58/487 WEBS 3-20=-255/64, 4-20=-69/493, 4-19=-271/2024, 5-19=-846/5164, 5-7=-7597/1396, 7-19=-15518/2522,8-17=-399/66,9-16=-1909/388,10-15=-381/2669,7-17=-1576/441, 9-17=-115315687, 12-14=-857/7150, 10-14=-9506/1416 NOTES- 1) 3-ply truss to be connected together with 10d (0 131• x3••) nails as follows Top chords connected as follows 2x4 -1 row at 0-7-0 oc. This item has been Bottom chords connected as follows 2x6 - 2 rows staggered at 0-5-0 oc electronically signed and Webs connected as follows 2x4 -1 row at 0-9-0 oc. sealed by Albani, Thomas, PE 2) All loads areconsideredequallyappliedtoallplies, except if noted as front (F) or back (8) face in the LOAD CASE(S) section Ply to a Digital Signature using g g plyconnectionshavebeenprovidedtodistributeonlyloadsnotedas (F) or (8), unless otherwise indicated 3) Unbalanced roof live loads have been considered for this design Printed copies of this 4) 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 document are not considered II, Exp B, Encl , GCpi=O 18, MWFRS (directional), Lumber DOL=1 60 plate grip DOL=1 60 signed and sealed and the 5) Provide adequate drainage to prevent water ponding signature must be verified 6) All plates are MT20 plates unless otherwise indicated 7) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads on any electronic copies. 8) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Thomas A. Albani PE No.39380 will fit between the bottom chord and any other members MiTak USA, Inc. FL Csrt $634 9) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 417 lb uplift at joint 13 and 469 lb uplift at 69U Parks East Blvd. Tampa FL 33610 joint 2 Date: March 7,2018 Contlpued on page 2 11 WARNING - Vwlfy daslgn par a..I- and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not truss system Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing M iTe k, is always required forstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamageForgeneralguidanceregardingthefabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPIt Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Akxandna, VA 22314 Tampa, FL 36610 Job Truss cuss Type Dfy Ply Sq Hm12716-Tuscany-A or C_TRAVark T13425363 P2718AC-T B4 SPECIAL 1 3 ob Reference optional) Mid-Flonda Lumber, Barlow, FL 8 130 s Dec 12 2017 MiTek Industries, Inc Wed Mar 7 16 27 26 2018 Page 2 ID MnroRiMTSTo7RD4WFfNCPvzHymh-2iXlue?bCXX13ZixkXgLuecmdrg3_gyaZ0lRPezdGl? NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 189 lb down and 204 Ib up at 7-0-0, and 97 lb down and 106 lb up at 9-0-12, and 97 lb down and 106 lb up at 11-0-12 on top chord, and 327 lb down and 97 lb up at 7-0-0, 66 lb down at 9-0-12, 66 lb down at 11-0-12, 344 Ib down at 14-9-12, 344 lb down at 16-9-12, 344 lb down at 18-9-12, 344 lb down at 20-9-12, 344 lb down at 22-9-12, and 354 lb down at 24-2-4, and 1305 lb down and 231 lb up at 12-9-12 on bottom chord The design/selection of such connection device(s) is the responsibility of others LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) Lumber Increase=l 00, Plate Increase=l 00 Uniform Loads (plf) Vert 1-4=60, 4-6=-60, 7-12=115(F=-40), 2-13=20 Concentrated Loads (lb) Vert 4=-142(B)7=-368 13=-89(B)20=-327(B)17=-79(B)24=-97(B)25=-97(B)28=-41(B)29=-41(B)30=-1173(F)31=-79(8)32=79(B)33=-79(B)34=-79(B) Q WARNING - Vrfly design parameters and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev- 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not • a truss system Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall Nil building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing ' M ITek* is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312. Alexandna, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq Hm/2718-Tuscany-A or C TRAY T13425364 P2718AC-T C1 COMMON 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL 8 130 s Sep 15 2017 MiTek Industries, Inc Wed Mar 7 11 17 14 2018 Page i ID:MnroRi MTSTo7 RD4WF1NCPvzHymh-043HjQPG WZYoent?imN?wvslGQlefN DxYpE4Vmzd KPZ 1-0-0 4-1-8 7-2-12 104-0 13-54 16-0-8 20-8-0 1-0-0 4-1-8 3-14 3-14 3-14 3-14 4-1-8 Scale = 1 34 7 4x4 = g1 THIS TRUSS IS NOT SYMMETRIC. 4x8 = 3x6 II 8x8 = 4x8 = 4x6 = 014 II 4x14 7-2-12 104-0 13-54 1"_8 20-8-0 4-1-8 3-14 3-14 3-14 3-14 4-1-8 R LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 200 Plate Grip DOL 1 25 TC 095 Vert(LL) 0 12 10-11 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1 25 BC 064 Vert(CT) 0.24 10-11 >999 180 BCLL 00 Rep Stress Incr NO WB 078 Horz(CT) 0.05 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight 298 lb FT = 20% LUMBER- BRACING- 1 TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-4-4 oc purlins BOT CHORD 2x8 SP DSS *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except 2-13 2x8 SP No 2 6-0-0 oc bracing 8-10 WEBS 2x4 SP No 3 *Except* 7-10,3-14 2x4 SP No 2 REACTIONS. (lb/size) 8=7388/(0-3-8 + bearing block) (req 0-3-12), 2=2263/0-3-8 Max Horz 2=108(LC 7) Max Uplift 8=-1960(LC 8), 2=-620(LC 8) FORCES. (lb) - Max. Comp /Max. Ten - All forces 250 (lb) or less except when shown TOP CHORD -2-3=-4493/1170, 3-4=-4314/1165, 4-5=-4106/1146, 5-6=-4109/1147, 6-7=-7046/1914, 7-8=13524/3638 BOT CHORD 2-14=-1000/3980, 13-14=-1000/3980, 12-13=-944/3825, 11-12=-1619/6288, 10-11=-3210/12073, 8-1 0=-1 2073/12073 WEBS 5-12=-943/3439, 6-12=3996/1119, 6-11=-1092/4087, 7-11=6834/1878, 7-1 0=-1 699/6369, 4-12=-366/104, 3-13=-272/66 NOTES- 1) 2-ply truss to be connected together with 10d (0 131"x3") nails as follows Top chords connected as follows 2x4 - 1 row at 0-7-0 oc Bottom chords connected as follows 2x8 - 2 rows staggered at 0-2-0 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) 2x8 SP DSS bearing block 12" long at It 8 attached to each face with 4 rows of 10d (0 131 "x3") nails spaced 3" o c 12 Total fasteners per block Bearing is assumed to be SP DSS. 4) Unbalanced roof live loads have been considered for this design 5) Wind ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3 Opsf; h=25ft, B=45ft, L=24ft, eave=4ft, Cat II, Exp B, Encl , GCpi=O 18, MWFRS (directional), Lumber DOL=1.60 plate grip DOL=1 60 6) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 8=1960, 2=620 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 5399 lb down and 1525 lb up at 16-6-8, and 1273 lb down and 328 lb up at 16-11-4, and 1273 lb down and 328 lb up at 18-11-4 on bottom chord The design/selection of such connection device(s) is the responsibility of others LOAD CASE(S) Standard c ont 2rnueaonpage This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature Printed copies of this document are not considered signed and sealed and the signature must be verified on any, electronic copies. Thomas A. Albani PE No.393 0 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date, WARNING - Verify design parameter s and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev 1010312015 BEFORE USE. ' Design valid for use only with l iTek® 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 Dal building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing M iTek' is ahvays 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 ANSVTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suds 312, Ale"ridna, VA 22314 Tampa, FL 36610 March 7,2018 Job Truss Truss Type City Ply Sq Hm/27 1 8-Tuscany-A or C_TRAYark T13425364 P2718AC-T C1 COMMON 1 2 ob Reference (optional) Mid-Flonda Lumber, Bartow, FL LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1 25, Plate Increase=l 25 Uniform Loads (plf) Vert 1-5=60, 5-8=-60, 2-9=-20, 9-16=20, 8-16=20 Concentrated Loads (lb) Vert 10=5399(B)19=-1273(B)20=-1273(B) 8.130 s Sep 15 2017 MiTek Industries, Inc Wed Mar 7 11 17 14 2018 Page 2 ID MnroRiMTSTo7RD4WFfNCPvzHymh-043HjCiPGWZYoent?imN?wvslGOlefNDxYpE4VmzdKPZ Q WARNING - Vrtly d-Ign pacamahrs and READ NOTES ON TNS AND INCLUDED MITEK REFERENCE PAGE M11-7473 raw. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not • a truss system Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web andlor chord members only Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPII Quality Criteria, DSB-09 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312. Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hm/2718-Tuscany-A or C_TRAY 4 T13425365 P2718AC-T C2 COMMON 3 1 Job Reference (optional Mid -Florida Lumber, Bartow, FL 1-M ' 5-5-4 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Mar 7 11 17.15 2018 Page 1 ID. MnroRi MTSTo7RD4 WFfNCPvzHymh-VGcfxmOuHsgfGxSCGUuES60dspggC_i5nT_d2CzdKPY 4-10-12 4-10-12 4x4 = 4 5-5-0 ' 1-" Sale = 1 36 3 2 6 00 12 17 1 5x4 \\ 3 18 19 1 5x4 5 20 6 7 1g 10 9 8 3x4 = 3x4 = 3x4 3x4 = 3x4 = i 7-0-13 13-7-3 20-M 7-0-13 6-6-5 7-0-13 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 200 Plate Grip DOL 1 25 TC 032 Vert(LL) 0 06 8-16 999 240 MT20 2441190 TCDL 100 Lumber DOL 1 25 BC 052 Vert(CT) 0 14 8-16 999 180 BCLL 00 Rep Stress Incr YES WB 0 19 Horz(CT) 003 6 n/a n/a BCDL 100 Code FBC2017rrP12014 Matrix -MS Weight 95 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No 2 BOT CHORD 2x4 SP No 2 WEBS 2x4 SP No 3 REACTIONS. (lb/size) 2=887/0-3-8, 6=887/0-3-8 Max Horz 2=109(LC 11) Max Uplift 2=-239(LC 12), 6=-239(LC 12) FORCES. (lb) - Max Comp /Max Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2-3=-1427/441, 3-4=-1280/443, 4-5=-1280/443, 5-6=-1427/441 BOT CHORD 2-10=-306/1243, 8-10=142/822, 6-8=-324/1243 WEBS 4-8=-148/492, 5-8=318/192, 4-10=148/492, 3-10=318/192 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-7-11 oc purlins BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf, BCDL=3 Opsf, h=25ft, B=45ft; L=24ft; eave=4ft, Cat II; Exp B, Encl., GCpi=O 18, MWFRS (directional) and C-C Extenor(2) -1-0-0 to 2-0-0, Intenor(1) 2-0-0 to 10-4-0, Extenor(2) 10-4-0 to 134-0 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 nonconcurrenl with any other live loads 4) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 2=239, 6=239 This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albani PE No.393 0 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date; March 7,2018 Q WARNING - Varlfy daslgn paramafem and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 ray. 1010312015 BEFORE USE. Design valid for use only wah MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not • a truss system Before use, the building designer must verily the applicability of design parameters and properly incorporate this design into the overall building design , Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing WOWalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamageForgeneralguidanceregardingthe fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSt/TPl1 Quality Criteria, DSB49 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type oty Ply Park Sq HnV27 1 8-Tuscany-A or C_TRAY T13425366 P2718AC-T C3 HIP 1 1— Job Reference (optional) Mid-Flonda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc Wed Mar 7 11 17 16 2018 Page 1 ID MnroRiMTSTo7RD4WFfNCPvzHymh-zSA186RW2AoWu51OpBPT?KxIGD_F7ROE071BaezdKPX i -1-0-0 4-9-0 9-0-0 i 11-8-0 15-10-12 20-M 21-8-0 1-0 4-9-4 4-2-12 2-8-0 4-2-12 -04-9-4 1-0-0 Scale = 1 36 9 4x4 = 4x8 = rS 4x4 = 4x4 = 3x8 = 3x4 = 4x4 = I 9- M i 11- -o 20-M Plate Offsets (X Y)— 5 0-5-4 0-2-0] LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udefl L/d PLATES GRIP TCLL 200 Plate Grip DOL 1 25 TC 047 Vert(LL) 0.15 9-17 999 240 MT20 244/190 TCDL 100 Lumber DOL 1 25 BC 070 Vert(CT) 0 32 9-17 777 180 BCLL 00 Rep Stress Incr YES WB 018 Horz(CT) 004 7 n/a n/a BCDL 100 Code FBC2017/TPI2014 Matrix -MS Weight 102 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD BOT CHORD 2x4 SP No 2 BOT CHORD WEBS 2x4 SP No 3 REACTIONS. ( lb/size) 2=887/0-3-8, 7=88710-3-8 Max Horz 2=-96(LC 10) Max Uplift 2=-239(LC 12), 7=-239(LC 12) FORCES. ( lb) - Max Comp /Max Ten. - All forces 250 (Ib) or less except when shown TOP CHORD 2-3=-1433/529, 3-4=-1121/411, 4-5=-948/412, 5-6=-1120/411,6-7=-1433/529 BOT CHORD 2-11=-402/1262, 9-11=208/947, 7-9=-410/1262 WEBS 3-11=-365/229, 4-11=-83/315, 5-9=72/314, 6-9=-366/229 Structural wood sheathing directly applied or 4-6-11 oc purlins Rigid ceiling directly applied or 9-2-5 oc bracing NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf; BCDL=3 Opsf; h=25ft; B=45ft; L=24ft; eave=4ft, Cat II, Exp B, Encl , GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-0-0, Exterior(2) 9-0-0 to 11- 8-0, Interior(l) 16-0-11 to 21-8-0 zone,C-C for members and forces d MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL= 1 60 3) Provide adequate drainage to prevent water ponding 4) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 5) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2= 239,7=239 This Item has been electronically signed and sealed by Albani, Thomas, PE using' a Digital Signature. - Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A Albany PE No.393 0 MiTak USA, Inc. FL Cat 6634 6904 Parks East Blvd. Tampa FL 33610 Date: March 7.2018 Q WARNING - Vrrfy daslgn parameters and READ NOTES ON Tf0S AND INCLUDED W TEK REFERENCE PAGE MIIJ473 — 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown. and is for on individual building component, not • a truss system Before use, the building designer must verity the applicability of design parameters and property Incorporate this design into the overall _ Nil budding design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing M iTek isalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamageForgeneralguidanceregardingthefabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVrPl1 Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312. Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply k Sq Hm/2718-Tuscany-A or C-TRAY T13425367TjobP2718AC-T C4 HIP 1 Reference (optional) Mid-Flonda Lumber, Bartow, FL 8 130 s Sep 15 2017 MiTek Industries, Inc Wed Mar 7 11 17 17 2018 Page 1 ID MnroRiMTSTo7RD4WFfNCPvzHymh-RfkOMRR8pUwNVEbaNvvnxxUxTdKfsmjOEnTk65zdKPW 7-0-0 104-0 13-8-0 16-10.12 20-8-0 21-8-0 i t-0-0 3-9-0 3-2-12 3-4-0 3-4-0 3-2-12 3-91 1-0-0 Scale = 1 36 9 48 = 1 5x4 II 4x8 = 4 19 5 20 6 3x8 = 2x4 11 6x6 = 7x8 = 6x6 = 2x4 11 3x8 = i 3-9-0 7-0-0 10-0-0 13-M 1NO112 20-8-0 3-12 3-4-0 3-4-0 3-2-12 3-9 Plate Offsets (x Y)- 2 0-4-0 0-1-11 [4 0-5-12 0-1-12] [6 aSt z 0-1-121 [B 0-4-0 0-1-11 ill 0-3-0 0-4-41 [12 0-4-0 0-4-81 13 0-3-0 0-4-41 LOADING (psD SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 200 Plate Grip DOL 1 25 TC 038 Vert(LL) -0.11 13-14 999 240 MT20 244/190 TCDL 100 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.22 13-14 999 180 BCLL 00 Rep Stress Incr NO WB 067 Horz(CT) 005 8 n/a n/a BCDL 100 Code FBC2017/TPI2014 Matrix -MS Weight 126 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-12 oc purlins BOT CHORD 2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 8-5-2 oc bracing WEBS 2x4 SP No 3 REACTIONS. (lb/size) 2=2057/0-3-8, 8=1332/0-3-8 Max Horz 2=77(LC 7) Max Uplift 2=-574(LC 8), 8=-366(LC 8) FORCES. (lb) - Max Comp /Max Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2-3=-4305/1153, 3-4=-3289/904, 4-5=-2519/711, 5-6=-2519/711, 6-7=-2292/618, 7-8=-2520/642 BOT CHORD 2-14=-962/3811, 13-14=-962/3811, 12-13=-706/2983, 11-12=-432/2019, 10-11=-507/2230, 8-10=-507/2230 WEBS 3-14=-184/771, 3-13=-1030/314, 4-13=-468/1749, 4-12=732/374, 6-12=-219/791, 6-11=-55/304, 7-11=297/89 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3 Opsf, h=25ft, B=45ft, L=24ft, eave=4ft, Cat 11, Exp B, Encl , GCpi=0.18, MWFRS (directional); Lumber DOL=1 60 plate grip DOL=1 60 3) Provide adequate drainage to prevent water ponding 4) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (it=1b) This item has been 2=574, 8=366 electronically signed and7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 364 lb down and 132 lb up at sealed b Albani, Thomas, PEy5-0-12, and 1252 lb down and 351 lb up at 5-10-8 on bottom chord The design/selection of such connection device(s) is the responsibility of others using a Digital Signature. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B) Printed copies of this document are not considered LOAD CASE(S) Standard signed and sealed and the1) Dead + Roof Live (balanced) Lumber Increase=l 25, Plate Increase=l 25 signature must be verifiedUniformLoads (plf) Vert: 1-4=60, 4-6=-60, 6-9=-60, 2-8=-20 on any electronic copies. Concentrated Loads (lb) Thomas A. Albani PE No.39380 Vert 21=364(F)22=-1252(F) MiTsk USA, Inc. FL,Cert 6634 6904 Parks East Blvd. Tampa FL 33610 Date: March 7,2018 Q WARNING - Varlfy design Panmafan and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rw. 1"312015 BEFORE USE. Design valid for use onty with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not • truss system Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing M iTek" is always required for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, OSB49 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Surle 312, Alexandria, VA 22314 Tampa, FL 36610 Job s Truss Truss Type Q" Ply Park Sq Hm/2718-Tuscany-A or C_TRAY P2718AC-T T13425368 CJ JACK 3 1 Job Reference (optional) Mid Florida Lumber, Bartow, FL. 8 130 s Sep 15 2017 MiTek Industries, Inc Wed Mar 7 11.17 18 2018 Page 1 ID MnroRiMTSTo7RD4WFfNCPvzHymh-vrioZnSnan2E7OAmxcRx4109w1p8bNNXTRCHeXzdKPV 1-0-0 1-0-0 5 4 15x4 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d TCLL 20 0 Plate Grip DOL 1 25 TC 014 Vert(LL) 000 5 999 240 TCDL 10 0 Lumber DOL 1 25 BC 003 Vert(CT) 000 5 999 180 BCLL 00 Rep Stress Incr YES WB 000 Horz(CT) 0 00 3 n/a n/a BCDL 100 Code FBC2017/TP12014 Matrix -MR LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD BOT CHORD 2x4 SP No 2 WEBS 2x4 SP No 3 BOT CHORD REACTIONS. (lb/size) 5=14910-8-0. 3=-12/Mechanical, 4=- 1 /Mechanical Max Horz 5=36(LC 12) Max Uplift 5=-42(LC 12), 3=-12(LC 1), 4=-8(LC 12) Max Grav 5=149(LC 1), 3=3(LC 13), 4=13(LC 3) FORCES. (lb) - Max Comp /Max Ten - All forces 250 (lb) or less except when shown Scale = 1 10 7 PLATES GRIP MT20 244/ 190 Weight. 6 lb FT = 20 % Structural wood sheathing directly applied or 1-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3 Opsf, h=15ft, B=45ft, L=24ft, eave=4ft, Cat 11; Exp B; Encl , GCpi=O 18, MWFRS (directional) and C-C Exterior(2) zone,C-C for members and forces iS MWFRS for reactions shown, Lumber DOL=1 60 plate grip DOL=1 60 2) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4 This Item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albani PE No.393e0 Iiii USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL_33610 Date; March 7, 2018 Q WARNING - Varify design paramatara and READ NOTES ON TIOS AND INCLUDED A41TEK REFERENCE PAGE 11111-7473 raw. 1aro312015 BEFORE USE Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not • a truss system Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent tracing MiTek• is alwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamageForgeneralguidanceregardingthefabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Cnterta, DSB-89 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Instilute, 218 N Lee Street, Suite 312. Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type City Ply Park Sq Hm/2718-Tuscany-A or C_TRAY ' T13425369 P271BAC-T CJ1 JACK 18 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8 130 s Sep 15 2017 MiTek Industries, Inc Wed Mar 7 11 17 19 2018 Page 1 ID MnroRiMTSTo7RD4WFfNCPvzHymh-N1sAm7TPL5A5IYlzVKyAdyZLoR9fKgcgi5yrBzzdKPU i -1-0-0 i 1-0-0 i 1-M 1-M Scale = 1 7 0 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Udell Ud PLATES GRIP TCLL 200 Plate Grip DOL 125 TC 007 Vert(LL) 000 5 >999 240 MT_20 244/190 TCDL 100 Lumber DOL 125 BC 001 Vert(CT) 000 5 >999 180 BCLL 00 Rep Stress Incr YES WB 000 Horz(CT) 000 2 n/a n/a BCDL 100 Code FBC2017/TPI2014 Matrix -MP Weight 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins BOT CHORD 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. (lb/size) 3=10/Mechanical, 2=130/0-3-8, 4=-0/Mechanical Max Horz 2=42(LC 12) Max Uplift 3=-3(LC 9), 2=-73(LC 12) Max Grav 3=11(LC 17), 2=130(LC 1), 4=12(LC 3) FORCES. (lb) - Max Comp /Max Ten - All forces 250 (lb) or less except when shown. NOTES- 1) Wind ASCE 7-10. Vult=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3 Opsf, h=25ft, B=45ft, L=24ft, eave=4ft; Cat 11, Exp B, Encl , GCpi=O 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, 2. This Item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A Albans PE No.39380 MiTak USA, Inc. FL CsR 6634 6904 Parka East Blvd. Tampa FL 33610 Date: March 7,2018 Q WARNING - Verify design Parameters and READ NOTES ON TINS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not- a truss system Before use, the building designer must vent' the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing M iTe k• Is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB49 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Inslrlule, 218 N Lee Street, Suite 312, Aiexandna, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sol Hm/2718-Tuscany-A or C_TRAY T13425370 P2718AC-T CJ3 JACK 14 1 I Job Reference Innhonap Mid-Flonda Lumber, Bartow, FL 8 130 s Sep 15 2017 MiTek Industries, Inc Wed Mar 7 11 17 19 2018 Page 1 ID MnroRiMTSTo7RD4WFfNCPvzHymh-N1sAm7TPL5A51YIzVKyAdyZLRR8eKgcgi5yrBzzdKPU 1-M 3-M 2x4 = LOADING (psf)' SPACING- 2-0-0 CSI. DEFL. in floc) I/defl Ud TCLL 20 0 Plate Grip DOL 1 25 TC 009 Vert(LL) 0 00 4-7 999 240 TCDL 110000 Lumber DOL 1 25 BC 008 Vert(CT) 0 01 4-7 999 180 BCLL 00 Rep Stress Incr YES WB 0.00 Horz(CT) 0 00 3 n/a n/a 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=71/Mechanical, 2=188/0-3-8, 4=36/Mechanical Max Horz 2=74(LC 12) Max Uplift 3=-34(LC 12), 2=-66(LC 12) Max Grav 3=71(LC 1), 2=188(LC 1), 4=52(LC 3) FORCES. (lb) - Max Comp /Max Ten. - All forces 250 (lb) or less except when shown Scale V=V PLATES GRIP MT20 244/190 Weight. 11 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing NOTES- 1) Wind: ASCE 7-10; VuK=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf; BCDL=3.Opsf, h=25ft, B=45ft, L=24ft, eave=4ft; Cat. II, Exp B; Encl , GCpi=0.18, MWFRS (directional) and C-C Extenor(2) -1-0-0 to 2-0-0, Intenor(1) 2-0-0 to 2-11-4 zone,C-C for members and forces S 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 /oint(s) 3, 2 This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Ctirt 6634 6904 Parke East Blvd. Tampa FL 33610 Date; March 7,2018 AWARNING - Vrlfy dealgn parameters and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTekaD connectors This design is based only upon parameters shown, and is for an individual building component, not • truss system Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Del building design Bracing indicated is to prevent buckling of individual truss web andlor chord members only Additional temporary and permanent bracing MiTek' is always required for 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 ANSVTP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312. Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type City Ply Park Sq Hm12718-Tuscany-A or C_TRAY T13425371 P2718AC-T CJ3T SPECIAL 4 1 Job Reference (optional) Mid-Flonda Lumber, Bartow, FL. B 8.130 s Sep 15 2017 MiTek Industries, Inc Wed Mar 7 11 17 20 2018 Page 1 ID MnroRiMTSTo7RD4WFfNCPvzHymh-rDOY_TU16PIyMiK921UP9A6VSgSy3HsgxlhOjPzdKPT 1-0-0 2-3-8 0_8-8 2x4 = 4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud TCLL 20 0 Plate Grip DOL 1 25 TC 0.14 Vert(LL) 0 01 7 999 240 TCDL 100 Lumber DOL 1 25 BC 020 Vert(CT) 0 01 6 999 180 BCLL 00 Rep Stress Incr YES WB 000 Horz(CT) 001 5 n/a n/a BCDL 100 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. lb/size) 2=189/0-38, 5=115/Mechanical Max Horz 2=84(LC 12) Max Uplift 2=-64(LC 12). 5=-51(LC 12) FORCES. (lb) - Max Comp /Max Ten. - All forces 250 (lb) or less except when shown Scale V=l' PLATES GRIP MT20 2441190 Weight 13 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-G-0 oc purlins BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing NOTES- 1) Wind ASCE 7-10: Vult=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3 Opsf, h=25ft, B=45ft, L=24ft, eave=4ft, Cat ll; Exp B, Encl , GCpi=O 18, MWFRS (directional) and C-C Exterici -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-0-0 zone,C-C for members and forces 3 MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10 0 psf bottom chord live load nonconcurreni with any other live loads 3) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5. This item has been electronically signed and sealed by Albans, Thomas, PE using a Digital Signature Printed copses of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albani PE No.393 0 MiTek USA, Inc. FL Csrt 6634 6904 Parks East Blvd. Tampa FL 33610 Date: March 7,2018 Q WARNING - Verify design parameters and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10173/2015 BEFORE USE Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual budding component, not • a truss system Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall Im building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandra, VA 22314 Tampa, FL 36610 Job a Truss Truss Type Oty Ply Park Sq HnV2718-Tusrany-A or C_TRAY T13425372 P2718AC-T CJ5 JACK 9 1 Job Reference (optional) Mid-Flonda Lumber, Bartow, FL 1 8 130 s Sep 15 2017 MiTek Industries, Inc Wed Mar 7 11 17 21 2018 Page 1 ID MnroRiMTSTo7RD4WFfNCPvzHymh-JO_wBpUftiOp_svLcl?eiNedJEnDok6z9PRyFszdKPS 1-0-0 5-0-0 1-0-0 5-0-0 2x4 = Scale = 1 17 0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1 25 TC 032 Vert(LL) 004 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1 25 BC 0.26 Vert(CT) -0.06 4-7 >988 180 BCLL 00 Rep Stress Incr YES WB 000 Horz(CT) -0 00 3 n/a n/a BCDL 100 Code FBC2017/TPI2014 Matrix -MP Weight 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. (lb/size) 3=127/Mechanical, 2=264/0-3-8, 4=64/Mechanical Max Horz 2=108(LC 12) Max Uplift 3=-64(LC 12), 2=-73(LC 12) Max Grav 3=127(LC 1), 2=264(LC 1), 4=91(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vul1=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf; BCDL=3 Opsf, h=25ft; B=45ft, L=24ft, eave=4ft, Cat. II, Exp B, Encl , GCpi=O 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 & 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 Ib uplift at joint(s) 3, 2. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albani PE No.393 0 MiTek USA, Inc. FL Cert 66U 6904 Parke East Blvd. Tampa FL 33610 Date: March 7,2018 Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE 11,111-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not • a truss system Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 210 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa. FL 36610 Job Truss Truss Type 0ty Ply Park Sq Hm/2718-Tuscany-A or C_TRAY T13425373 P2718AC-T CJ5A JACK 1 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL 2x4 = 8 130 s Sep 15 2017 MiTek Industries, Inc Wed Mar 7 11 17:22 2018 Page 1 ID MnroRiMTSTo7RD4WFfNCPvzHymh-ncYJP9VHeOYgcOUYASWIEbBoge7DXBM703AVolzdKPR 5-" Scale = 1 17 3 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1 25 TC 034 Vert(LL) 004 3-6 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1 25 BC 028 Vert(CT) -0 07 3-6 >905 180 BCLL 00 Rep Stress Incr YES WB 0 00 Horz(CT) -0.00 2 n/a n/a BCDL 100 Code FBC2017/TPI2014 Matnx-MP Weight 16 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins BOT CHORD 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=198/Mechanical, 2=130/Mechanical, 3=67/Mechanical Max Horz 1=83(LC 12) Max Uplift 1=-26(LC 12), 2=-66(LC 12), 3=2(LC 12) Max Grav 1=198(LC 1), 2=130(LC 1), 3=92(LC 3) t• FORCES. (Ib) - Max Comp /Max Ten - All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10, Vuh=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3 Opsf, h=25ft, B=45ft, L=24ft, eave=4ft, Cat Il, Exp B, Eric[, GCpi=O 18, MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(l) 3-0-0 to 4-11-4 zone,C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1 60 plate grip DOL=1.60 2) 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) 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) 1, 2, 3 This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parks East Blvd, Tampa FL 33610 Date: March 7.2018 Q WARNING - VarKy daslpn paramafars and READ NOTES ON THIS AND INCLUDED anTEK REFERENCE PAGE MI1.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not • a truss system Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall _ building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing M iTe kisalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamageForgeneralguidanceregardingthe fabrication, storage. delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandna, VA 22314 Tampa, FL 36610 Job Truss Truss Type City Ply Tuscany-A or C_TRAYarkSqHnV2718 T13425374 P2718AC-T CJ5T SPECIAL 4 1 ob Reference o lional mia-t-lonaa Lumber, uartow, rL 0 n.i du s sep 10 eui / Mi i ex industries, Inc vvea near I i i it z4 zults rage 1 ID MnroRiMTSTo7RD4WFfNCPvzHymh-k?f3grXX9dpNrJewHIYLJOG7eSnv?5sQrNfcsBzdKPP 1-0-0 2-3-8 2-8-8 2x4 = Scale = 1 17 3 2-3-8 2-8-8 Plate Offsets (X,Y)— 2 Edge,0-0-41, [3 0-0-6,0-0-51 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1 25 TC 044 Vert(LL) 007 6 873 240 MT20 244/190 TCDL 10.0 Lumber DOL 1 25 BC 033 Vert(CT) 0 09 6 649 180 BCLL 0.0 Rep Stress Incr YES WB 000 Horz(CT) 004 5 n/a n/a BCDL 100 Code FBC2017rTP12014 Matrix -MR Weight: 19 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No 2 BOT CHORD 2x4 SP No 2 *Except* 3-7 2x4 SP No 3 REACTIONS. (lb/size) 4=116/Mechanical, 2=267/0-3-8, 5=78/Mechanical Max Horz 2=108(LC 12) Max uplift 4=-52(LC 12), 2=-72(LC 12), 5=1O(LC 12) Max Grav 4=116(LC 1), 2=267(LC 1), 5=89(LC 3) FORCES. (Ib) - Max Comp /Max Ten - All forces 250 (lb) or less except when shown BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD ' Rigid ceiling directly applied or 6-0-0 oc bracing NOTES- 1) Wind. ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3 Opsf, h=25ft, B=45f1, L=24ft; eave=4ff, Cat II; Exp B, Encl , GCpi=O 18, MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(l) 2-0-0 to 4-11-4 zone,C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1 60 plate grip DOL=1 60 2) 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, 2, 5 This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Thomas A. Albani PE No.393 0 MiTak USA, Inc. FL Csrt 6634 9904 Perks East Blvd. Tampa FL 33610 Date: March 7,2018 Q WARNING - Varlfy design pammarars and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 ray. 10/03/2015 BEFORE USE Design valid for use only with MiTekd9 connectors This design is based only upon parameters shown, and is for an individual budding component, not• a truss system Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing M iT®k• is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd Safety Infornatlon available from Truss Plate Institute, 218 N Lee Street, Suite 312. Mexandna, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hm/2718-Tuscany-A or C_TRAY T13425375 P2718AC-T D1 COMMON 1 1 Job Reference (optional) mia-Flonaa Lumber, eanow, FL 6 1Ju s 5ep 19 zuT/ mi i etc inousmes, Inc vvea mar r 11.1 / z5 zuld rage 1 ID MnroRiMTSTo7RD4WFfNCPvzHymh-CBDR1AYAwlocETTD7ra3asDpEZr1DkNOZ41P90dzdKPO 1-0-07-11-11 15-0-0 16-5-0 1- 0-07-11-11 7-0-5 1-5-0 4x6 I I Scale = 1 47 0 1 5x4 II a nn Fi-7- 4 5 3x4 = r 6 3x4 = 4x4 = Plate Offsets (X Y)— 3 0-3-0 Edael LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft L/d PLATES GRIP TCLL 200 Plate Grip DOL 1 25 TC 069 Vert(LL) -0 20 6-7 >997 240 MT20 2441190 TCDL 10.0 Lumber DOL 1 25 BC 070 Vert(CT) -0 32 6-7 >619 180 BCLL 00 Rep Stress Incr YES WB 075 Horz(CT) 0.01 6 n/a n/a BCDL 100 Code FBC2017/TPI2014 Matrix -MS Weight 95 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc purlins, BOT CHORD 2x4 SP No 2 , except end verticals WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. ( lb/size) 2=713/0-3-8, 6=649/Mechanical Max Horz 2=255(LC 12) Max Uplift 2=-150(LC 12), 6=-202(LC 12) Max Grav 2=713(LC 1), 6=706(LC 17) FORCES. ( lb) - Max Comp./Max Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-961/152, 3-4=981/308 BOT CHORD 2-7=-3101813 WEBS 3-7=- 503/306, 4-7=366/1015, 4-6=620/342 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind ASCE 7-10, VuR=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3 Opsf, h=25ft, 8=45ft, L=24ft, eave=4ft, Cat 11, Exp B, Encl , GCpi=O 18, MWFRS (directional) and C-C Extenor(2) -1-0-0 to 2-0-0. Interior(1) 2-0-0 to 15-0-0, Exterior(2) 15-0-0 to 16-3-4 zone,C-C for members and forces 3 MWFRS for reactions shown, Lumber DOL=1 60 plate grip DOL=1 60 3) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf 5) Refer to girder(s) for truss to truss connections 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=150, 6= 202 This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albani PE No-39380 MiTek USA, Inc. FL Cert 6834 6904 Parke East Blvd, Tampa FL 33610 Date: March 7, 2018 Q WARNING - Vrlry daslgn parameters and READ NOTES ON TIPS AND INCLUDED A9TEK REFERENCE PAGE M11-7473 rev. 1OM312015 BEFORE USE Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual budding 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 Nil' building design Bracing indicated is to prevent buckling of individual truss web andlor chord members only Additional temporary and permanent bracing MiTek• is always required for 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 ANSUTPIf Quality Criteria, OSB-e9 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute. 218 N Lee Street. Suite 312, Alexandra, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq Hm/2718-Tuscany-A or C_TRAY T13425376 P2718AC-T D2 MONO HIP 1 1 Job Reference (optional) Mid-Flonda Lumber, Bartow, FL. 8 130 s Sep 15 2017 MiTek Industries, Inc Wed Mar 7 11 17 34 2018 Page 1 ID MnroRiMTSTo7RD4WFfNCPvzHymh-RwGrwFeppt3z2sPrtzkhj7hnLU9aLOJu9x58DbzdKPF 1-0-0 7-5-4 14-0-0 16-1V1-0-0 7-54 6-10-12 2-1-0 I? 4x4 = 3x4 = Scale = 1 43 5 4 5 o r 6 3x4 = 1x4 II 3x8 = 1 5.4 II LOADING (psf) TCLL 200 TCDL 100 BCLL 00 BCDL 100 SPACING- 2-0-0 Plate Grip DOL 1 25 Lumber DOL 1 25 Rep Stress Incr YES Code FBC2017frP12014 CSI. TC 062 BC 056 WB 090 Matrix -MS DEFL. in Vert(LL) -007 Vert( CT) -0 17 Horz( CT) 002 loc) Udeft Ud B- 11 >999 240 B- 11 >999 180 6 n/a n/a PLATES GRIP MT20 244/190 Weight 101 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 5-3-8 oc purlins, BOT CHORD 2x4 SP No 2 except end verticals WEBS 2x4 SP No 3 BOT CHORD Rigid ceiling directly applied or 9-7-15 oc bracing REACTIONS. ( lb/size) 6=649/Mechaniral, 2=713/0-3-8 Max Horz 2=266(LC 12) Max Uplift 6=-207(LC 12), 2=-145(LC 12) FORCES. ( lb) - Max. Comp /Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-3=-969/157, 3-4=289/19, 5-6=-646/292 BOT CHORD 2-8=-353/816, 7-8=353/816 WEBS 3-8=0/324, 3-7=-741/311, 5-7=-307/651 NOTES- 1) Wind ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3 Opsf, h=25ft, B=45ft, L=24ft, eave=4ft, Cal 11, Exp B, Encl , GCpi=O 18, MWFRS (directional) and C-C Extenor(2) -1-0-0 to 2-0-0, Inlenor(1) 2-0-0 to 14-4-0, Exterior(2) 14-4-0 to 16- 3-4 zone,C-C for members and forces 3 MWFRS for reactions shown, Lumber DOL=1 60 plate grip DOL=1 60 2) Provide adequate drainage to prevent water ponding 3) This truss has been designed for a 10 0 psf bottom chord live load nonconrurrent 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 Ql=lb) 6= 207. 2=145 This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albani PE No.393e0 MiTak USA, Inc. FL Cat 6634 9904 Parke East Blvd Tampa FL 33910 Date: March 7,2018 Q WARNING - Verify design parameters and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE MI47473 rw 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not • a truss system Before use. the building designer must verity the applicability of design parameters and properly incorporate 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 iTek' isalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamageForgeneralguidanceregardingthefabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria. VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hm/2718-Tuscany-A or C_TRAY T13425377 P2718AC-T D3 HIP i 1 Job Reference (optional) Mid-Flonda Lumber, Bartow, FL 8 130 s Sep 15 2017 MiTek Industries, Inc. Wed Mar 7 11 17 35 2018 Page 1 ID MnroRiMTSTo7RD4WFfNCPvzHymh-v6gD7bfRaOBggOz2RhFwGKDymtVG4lvlNbghl2zdKPE 1-0-0 7-2-8 3-10-8 16-1-8 1 5 0 1-0-0 7-2-8 6-8-0 2-3-0 0-3 4x4 — 3x4 — Scale = 1 42 2 6 3x4 = 1x4 II 3x8 = 15x4 II i 7-2-8 13-10-8 16-5-0 7-2-6 6-8-0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20 0 Plate Grip DOL 1 25 TC 058 TCDL 100 Lumber DOL 1 25 BC 053 BCLL 0.0 Rep Stress Inr YES WB 081 BCDL 100 Code FBC2017/TPI2014 Matrix -MS DEFL. in (loc) Udell Ud Vert( LL) -0.06 8-11 >999 240 Vert( CT) -0.15 8-11 >999 180 Horz( CT) 002 6 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD BOT CHORD 2x4 SP No 2 WEBS 2x4 SP No 3 BOT CHORD REACTIONS. ( lb/size) 2=713/0-3-8, 6=649/Mechanical Max Horz 2=258(LC 12) Max Uplift 2=-148(LC 12), 6=-204(LC 12) FORCES. ( lb) - Max Comp /Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-3=-981/175, 3-4=326/38, 5-6=-639/299 BOT CHORD 2-8=-363/829, 7-8=363/829 WEBS 3-8=0/313, 3-7=-715/302, 5-7=299/630 PLATES GRIP MT20 2441190 Weight 99 lb FT = 20% Structural wood sheathing directly applied or 5-4-3 oc purlins, except end verticals Rigid ceiling directly applied or 9-6-13 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind. ASCE 7-10, Vuh=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3 Opsf, h=25ft, B=45ft, L=24ft, eave=4ft, Cat. 11, Exp B, Encl., GCpi=O 18, MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 13-10-8, Extenor(2) 13-10-8 to 16-3-4 zone,C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1 60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding 4) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 6) 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 Ol=lb) 2= 148,6=204 This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albani PE No.39360 MiTek USA, Inc. FL Cert 6634 69U Parke East Blvd. Tampa FL 33610 Date: March 7,2018 Q WARNING - Verify design parameters and READ NOTES ON TINS AND INCLUDED MITEK REFERENCE PAGE MII-7473 — 10,V312015 BEFORE USE. r Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not • a truss system Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buckling of Indivdual buss web and/or chord members only Additional temporary and permanent bracing MiTek' isalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalmluryandpropertydamageForgeneralguidanceregardingthefabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 21lt N Lee Street, Suite 312. Alexandria. VA 22314 Tampa, FL 36610 Job a Truss Truss Type Oty Ply Park Sq Hm12718-Tuscany-A or C_TRAY T13425378 P2718AC-T D4 MONO HIP 1 1 Job Reference (optional) _ Mid-I-londa Lumber, Bartow, FL. 8.13U s Sep 10 2U1 I MI I eK Inaustnes, inc vvea Mar I I I 1 / Jb ZU18 rage 1 ID MnroRiMTSTo7RD4WFfNCPvzHymh-NIObLxg3KJJhH9YE_Om9pYmAfHsxpO6BcEaEHUzdKPD 1-M 6-5-4 i 12-4-0 i 16-5-0 i 1-0-0 1 6-5-4 5-10-12 4-1-0 al 4x4 = Scale = 1 38 3 3x4 = 4 14 5 6 3x4 = 1.4 I 3x8 = 1 5x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl Ud TCLL 20 0 Plate Grip COL 1 25 TIC 044 Vert(LL) 0 O5 8-11 999 240 TCDL 100 Lumber DOL 1 25 BC 0.44 Vert(CT) 0 11 B-11 999 180 BCLL 00 Rep Stress Incr YES WB 056 Horz(CT) 002 6 n/a n/a BCDL 100 Code FBC2017fTPI2014 Matrix -MS LUMBER- BRACING - PLATES GRIP MT20 244/190 Weight 95 lb FT = 20% TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 5-5-5 oc purlins, BOT CHORD 2x4 SP No 2 except end verticals WEBS 2x4 SP No 3 BOT CHORD Rigid ceiling directly applied or 9-3-8 oc bracing REACTIONS. (lb/size) 6=649/Mechanical, 2=713/0-3-8 Max Horz 2=232(LC 12) Max Uplift 6=-193(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=-1022/229, 3-4=-450/107, 4-5=318/148, 5-6=-617/301 BOT CHORD 2-8=-392/870, 7-8=392/870 WEBS 3-8=0/274, 3-7=-625/273, 5-7=281/601 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind ASCE 7-10, Vul1=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3 Opsf, h=25ft, B=45ft, L=24ft, eave=4ft, Cat II; Exp B, Encl., GCpi=O 18, MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 12-4-0, Exterior(2) 12-4-0 to 116-34 zone,C-C for members and forces & MWFRS for reactions shown, Lumber DO_L=1 60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding 4) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 5) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 6) Refer to girder(s) for truss to truss connections 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except pt=lb) 6=193, 2=159. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albani PE No.393e0 MiTek USA, Inc. FL Nit 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 7,2018 AWARNING- Vrlfy d.slgn panmaracs and READ NOTES ON TNIS AND INCLUDED ANTEK REFERENCE PAGE MII-7473 ray. 1aro312015 BEFORE USE. Design valid for use only with MiTek® connectors This design Is based only upon parameters shown, and is for an individual building component, not • a truss system Before use, the building designer must verity the applicability of design parameters and propedy incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web andlor chord members only Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 Ouality Cilteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type city Ply Park Sq HnV2718-Tuscany-A or C_TRAY T13425379 P271BAC-T D5 MONO HIP 1 1 Job Reference (optional) Mid-Flonda Lumber. Bartow, FL 8 130 s Sep 15 2017 MiTek Industries, Inc Wed Mar 7 11.17 36 2018 Page 1 ID MnroRiMTSTo7RD4WFfNCPvzHymh-NIObLxg3KJJhH9YE_Om9pYmAFHsEpP6BcEaEHUzdKPD 1-0-0 6-2-8 11-108 16-5-0 01-0 6-2-8 5-M 4-M N 4x4 = 14 3x4 = 15x4 116 30 = 1x4 II 3x6 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20 0 Plate Grip DOL 1.25 TC 040 TCDL 100 Lumber DOL 1 25 BC 042 BCLL 00 Rep Stress Incr YES WB 0 49 BCDL 100 Code FBC2017/TPI2014 Matrix -MS Scale = 1 37 6 DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) -0.04 8-11 >999 240 MT20 244/190 Vert(CT) -0.10 8-11 >999 180 Horz(CT) 002 6 n/a n/a Weight 94 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 REACTIONS. (lb/size) 6=649/Mechanical, 2=713/0-3-8 Max Horz 2=224(LC 12) Max Uplift 6=-190(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=-1033/245, 3-4=-487/126, 4-5=355/164, 5-6=-612/299 BOT CHORD 2-8=-400/882, 7-8=400/882 WEBS 3-8=0/261, 3-7=-596/264, 5-7=279/601 Structural wood sheathing directly applied or 5-5-5 oc purlins, except end verticals Rigid ceiling directly applied or 9-2-11 oc bracing NOTES- 1) Unbalanced roof live loads have been considered for this design 2) WindASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3 Opsf, h=25ft, B=45ft, L=24ft; eave=4ft, Cat 11, Exp B, Encl , GCpi=O 18, MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Intenor(1) 2-0-0 to 11-10-8, Extenor(2) 11-10-8 to 16-3-4 zone,C-C for members and forces 6 MWFRS for reactions shown, Lumber DOL=1 60 plate grip DOL=1 60 3) Provide adequate drainage to prevent water ponding 4) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 5) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 6) 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 Qt=1b) 6= 190, 2=162 This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A Albani PE No.39380 MiTsk USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 7,2018 0 WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not • a truss system Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall budding tlesign Bracing indicated is to prevent buckling of individual truss web antl/a chord members only Additional temporary and permanent bracing M iTek' is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Truss Truss Type Qy Ply Park Sq HrTV2718-Tuscany-A or C_TRAY T13425380 P2718AC-T D6 MONO HIP 1 1 Job Reference (optional) Mid-Flonda Lumber, Bartow, FL 8 130 s Sep 15 2017 MiTek Industries, Inc. Wed Mar 7 11 17.37 2018 Page 1 ID MnroRiMTSTo7RD4WFfNCPvzHymh-rVyzYHhh5dRXvJ7QY6HOLIJKrhDDYv6KruJopwzdKPC 1-0-0 5-5-0 10-4-0 16-5-0 1-0-0 5-51 4-10-12 6-1-0 Scale = 1 34 2 041 = 3x4 = 4 14 15 16 5 6 3x4 = 1x4 II 3x8 = 15x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udefl Uc TCLL 20 0 Plate Grip DOL 1 25 TC 048 Vert(LL) 0 04 6-7 999 24C TCDL 110000 Lumber DOL 1.25 BC 037 Vert(CT) 0 O8 6-7 999 18C BCLL 00 Rep Stress Incr YES WB 032 Horz(CT) 002 6 n/a n/a BCDL 100 Code FBC2017rTP12014 Matrix -MS LUMBER- BRACING - PLATES GRIP MT20 244/190 Weight 90 lb FT = 20% TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 5-5-2 oc purlins, BOT CHORD 2x4 SP No 2 except end verticals WEBS 2x4 SP No 3 BOT CHORD Rigid ceiling directly applied or 9-0-2 oc bracing REACTIONS. (lb/size) 6=649/Mechanical, 2=71310-3-8 Max Horz 2=199(LC 12) Max Uplift 6=-192(LC 9), 2=-171(LC 12) FORCES. (lb) - Max Comp /Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-3=-1068/294, 3-4=-616/189, 4-5=-486/216, 5-6=-595/292 BOT CHORD 2-8=-423/918, 7-8=423/918 WEBS 3-7=-490/232, 5-7=281/629 NOTES- 1) Wind ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3Opsf, h=25ft, B=45ft, L=24ft; eave=4ft, Cat. II, Exp B, Encl , GCpi=O 18, MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Intenor(1) 2-0-0 to 10-4-0, Exterlor(2) 10-4-0 to 14-6-15 zone,C-C for members and forces S MWFRS for reactions shown, Lumber DOL=1 60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding 3) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 4) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 5) Refer to girder(s) for truss to truss connections 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except of=lb) 6=192, 2=171. This item has been electronically signed and sealed by Albans, Thomas, P_ E using a Digital Signature Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Csrt $634 6904 Parks East Blvd Tampa FL 31610 Date: March 7,2018 Q wARNING - Varlfy design parametars and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE M11-7473 rev 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not • 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 buss web and/or chord members only Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312. Alexandra, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hm/2718-Tuscany-A or C_TRAY T13425381 P2718AC-T D7 MONO HIP 1 i Jab Reference (optional) Mid-Flonda Lumber, Bartow, FL 8.130 s Sep 15 2017 MiTek Industries, Inc Wed Mar 7 11:17 39 2018 Page 1 ID MnroRiMTSTo7RD4WFfNCPvzHymh-ot3kzziydEiF8dHpgXJsOAOekUo00oLdlCovupzdKPA 5-2-8 9-10-8 16-5-0 1-0-0 5-2-8 4-M 6-" Scale = 1 33 2 4x4 = 13 14 15 3x4 = 6 4x4 = 3x8 = 1 5x4 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 200 Plate Grip DOL 1 25 TC 0.58 Vert(LL) 0 19 7-10 999 240 MT20 244/190 TCDL 100 Lumber DOL 1 25 BC 0.77 Vert(CT) 0 40 7-10 484 180 BCLL 00 Rep Stress Incr YES WB 033 Horz(CT) 001 6 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -MS Weight 86 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 REACTIONS. (lb/size) 6=649/Mechanical, 2=713/0-3-8 Max Horz 2=191(LC 12) Max Uplift 6=-196(LC 9). 2=-173(LC 12) FORCES. (lb) - Max Comp /Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-3=-10181325, 3-4=-681/202, 4-5=-545/229, 5-6=-607/286 BOT CHORD 2-7=-444/889 WEBS 3-7=-386/239, 5-7=280/671 Structural wood sheathing directly applied or 5-2-4 oc purlins, except end verticals Rigid ceiling directly applied or 8-9-13 oc bracing NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind ASCE 7-10; VuR=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3 Opsf, h=25ft, B=45ft, L=24ft, eave=411, Cat. II, Exp B; Encl , GCpi=O 18, MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Intenor(1) 2-0-0 to 9-10-8. Exterior(2) 9-10-8 to 14-1-7 zone;C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1 60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 6) Refer to girder(s) for truss to truss connections 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except Ql=lb) 6=196,2=173 This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Thomas A. Albani PE No.3938D MiTek USA, Inc. FL Csrt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 7,2018 Q WARNING - Vrlfy design panmaf— and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valet for use only with MiTek® connectors This design is based only upon parameters shown, and is for an Individual building component, not • truss system Before use. the building designer must verity the applicability of design parameters and properly incorporate 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 MiTek, is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fatincetlon, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312. Alexandra, VA 22314 Tampa, FL 36610 Job `- Truss Truss Type Oty Ply or C_TRAYT1342538218-Tuscany-A P2718AC-T D8 MONO HIP 1 optional) Mid-Flonda Lumber, Bartow, FL 8 130 s Sep 15 2017 MiTek Industries, Inc Wed Mar 7 11 17 40 2018 Page 1 ID MnroRiMTSTo7RD4WFfNCPvzHymh-G4d6AJjaOYg6mns?DEr5zOxtNuAJIEBmXsYSOFzdKP9 1-0-0 4-5-4 8-4-0 12-4-8 16-5-0 1-0-0 4-5-4 3-10-12 4-0-8 4-0-8 Scale = 1 30 9 4x4 = 3x4 = 1 5x4 II 4 13 5 14 6 3x8 = 7 3x4 = 3x4 = 84-0 B-1-0 ' Plate Offsets (X,Y)— 12 0-0-4,Edgel LOADING (psf) TCLL 200 TCDL 100 BCLL 0.0 BCDL 100 SPACING- 2-0-0 Plate Grip DOL 1 25 Lumber DOL 1 25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 033 BC 067 WB 042 Matrix -MS DEFL. in Vert(LL) -008 Vert( CT) -0 17 Horz( CT) 002 floc) I/defl L/d 7- 8 >999 240 8- 11 >999 180 7 n/a n/a PLATES GRIP MT20 2441190 Weight 87 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 5-4-11 oc purlins, BOT CHORD 2x4 SP No 2 except end verticals WEBS 2x4 SP No 3 BOT CHORD Rigid ceiling directly applied or 8-8-2 oc bracing REACTIONS. ( lb/size) 2=713/0-3-8, 7=649/Mechanical Max Horz 2=165(LC 12) Max Uplift 2=-180(LC 12), 7=-208(LC 9) FORCES. ( lb) - Max Comp /Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-3=-1079/366, 3-4=-797/254, 4-5=660/267 BOT CHORD 2-8=-461/946, 7-8=202/462 WEBS 3-8=-327/217, 5-8=97/318, 5-7=-661/296 NOTES- 1) Wind ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3 Opsf, h=25ft, B=45ft. L=24ft, eave=4ft, Cat 11, Exp B, Encl , GCpi=O 18, MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 8-4-0, Exterior(2) 8-4-0 to 12- 4-8 zone,C-C for members and forces 3 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1 60 2) Provide adequate drainage to prevent water ponding 3) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 4) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2= 180, 7=208 This Item has been electronically signed and sealed by Albans, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albani PE No.393e0 MiTsk USA, Inc. FL Cart 6934 8904 Parke East Blvd. Tampa FL 33910 Date: March 7,2018 AWARNING - Vertfy design paramata and READ NOTES ON T14S AND INCLUDED MITEK REFERENCE PAGE 111I1.7473 rev. 101031201 S BEFORE USE. Design valid for use only with MiTeM connectors This design is based only upon parameters shown, and is for an individual building component, not • a truss system Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall I building design Bracing indicated is to prevent buckling of individual truss web andlor chord members only Additional temporary and permanent bracing Mire k• isakvaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalm)ury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB419 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312. Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq Hrr12718-Tuscany-A or C_TRAY T13425383 P2718AC-T D9 COMMON 4 1 Job Reference (optional) Mid-Flonda Lumber, Bartow, FL 8 130 s Sep 15 2017 MiTek Industries, Inc Wed Mar 7 11 17 43 2018 Page 1 ID MnroRiMTSTo7RD4WFfNCPvzHymh-gfJFpKIShTChdEbavMOobOZNp6B2yXQDDgm6lazdKP6 5-5A 1OA-0 16-5-0 1-0-0 5-5A 4-10-12 6-1-0 I 4x10 = 3x4 = 6 3x4 = 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1 25 TC 045 TCDL 100 Lumber DOL 1 25 BC 066 BCLL 00 Rep Stress Incr YES WB 0 65 BCDL 100 Code FBC2017rTP12014 Matrix -MS DEFL. in (loc) Udefl Ud Vert(LL) -0.09 6-7 >999 240 Vert(CT) -0.18 - 7-10 >999 180 Horz(CT) 002 6 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD BOT CHORD 2x4 SP No 2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 2=713/0-3-8, 6=649/Mechanical Max Horz 2=99(LC 12) Max Uplift 2=-194(LC 12), 6=-158(LC 12) FORCES. (lb) - Max Comp /Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1031/337, 3-4=-793/282 BOT CHORD 2-7=-324/893, 6-7=143/487 WEBS 3-7=-348/200, 4-7=89/492, 4-6=-561/154 Scale = 1 35 9 PLATES GRIP MT20 244/190 Weight 81 lb FT = 20% Structural wood sheathing directly applied or 5-4-10 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3.Opsf, h=25ft, B=45ft, L=24ft, eave=4ft; Cat 11, Exp B, Encl., GCpi=O 18, MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Intenor(1) 2-0-0 to 10-4-0, Extenor(2) 10-4-0 to 13-4-0 zone,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 3-6-0 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 (ft=1b) 2=194.6=158 This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albani PE No.39390 MITsk USA, Inc. FL Csrt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 7,2018 Q WARNING - verify design parameters and READ NOTES ON IMS AND INCLUDED MITEK REFERENCE PAGE Mill-7473 — 10/03/2015 BEFORE USE Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not • a truss system Before use, the building designer must verity the applicability of design parameters and property incorporate this deslgn Into the overall Nil building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing M iTek" is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB49 and BC51 Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312. Alexandria, VA 22314 Tampa, FL 36610 Job ,i Truss Truss Type Cry Ply Park Sq HnV2718-Tuscany-A or C_TRAY T13425384 P2718AC-T D10 COMMON 3 1 Job Reference (optional) Mid-Flonda Lumber, Bartow, FL 8 130 s Sep 15 2017 MiTek Industries, Inc Wed Mar 7 11 17 27 2018 Page 1 ID MnroRiMTSTo7RD4WFfNCPvzHymh-8aLCSsZCSYByinMVz?62xeufiflwCPksYLuGTVzdKPM 1-0-0 4-5A 8-4-0 12-2-12 16-5-0 1-0-0 4-5A 3-10-12 3-10-12 4-2A 4x4 = 3x4 = 3x8 = 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 200 Plate Grip DOL 1 25 TC 033 TCDL 100 Lumber DOL 1.25 BC 063 BCLL 00 Rep Stress Incr YES WB 0.18 BCDL 100 Code FBC2017rrP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No 2 BOT CHORD 2x4 SP No 2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 6=655/Mechanical, 2=718/0-3-8 Max Horz 2=88(LC 11) Max Uplift 6=-155(LC 12), 2=-200(LC 12) FORCES. (lb) - Max. Comp /Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-3=-1091/381, 3-4=-817/289, 4-5=814/301, 5-6=-1077/387 BOT CHORD 2-7=-299/956, 6-7=-286/924 WEBS 4-7=-126/482.5-7=297/181.3-7=-328/191 DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) -0 08 7-13 -999 240 MT20 244/190 Vert(CT) -0.17 7-13 >999 180 Horz(CT) 0.02 6 n/a n/a Scale = 1 30 9 Id Weight: 72 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-4-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind ASCE 7-10, VuR=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf, h=25ft, B=45ft; L=24ft, eave=4ft, Cat 11; Exp B; Encl , GCpi=0.18; MWFRS (directional) and C-C Extenor(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 8-4-0, Exterior(2) 8-4-0 to 11-4-0 zone,C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1 60 plate gnp DOL=1 60 3) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 4) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 5) Refer to girder(s) for truss to truss connections 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 6=155,2=200 This item has been electronically signed and sealed by Albans, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albani PE No.39380 MiTak USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Date: March 7,2018 Q WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rw 1011312015 BEFORE USE. Design valid for use only with MiTek® connectors This design Is based only upon parameters shown, and is for an Individual building component. not • a truss system Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing Welk' is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB49 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandna, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq Hm/2718-Tuscany-A or C_TRAY T13425385 P2718AC-T D10T SPECIAL 1 1 Job Reference (optional) Mid-Flonda Lumber, Bartow, FL 8 130 s Sep 15 2017 MiTek Industries, Inc. Wed Mar 7 11 17 29 2018 Page 1 ID MnroRiMTSTo7RD4WFtNCPvzHymh-4yTytYbg_ARgx5Wu4Q8WO3zsKTRggHY9?fNNXOzdKPK 2-3-8 5-3-12 8A-0 11AA 14 8 16-5 0 i 2-3-8 3-0 4 3-0-4 3-0A 3-0 2-0-8 5x5 = OF CHORD IS REQUIRED 2x4 II LOADING (psi) SPACING- 2-0-0 CSI. TCLL 20 0 Plate Grip DOL 1 25 TC 096 TCDL 1100 Lumber DOL 1 25 BC 061 BCLL 0 0 Rep Stress Incr YES WB 0 29 BCDL 100 Code FBC2017/TPI2014 Matrix -MS DEFL. in floc) I/defl Ud Vert(LL) -0 15 8-13 >999 240 Vert(CT) -0 31 8-13 >623 180 Horz(CT) 024 7 n/a n/a LUMBER- BRACING - TOP CHORD 2x6 SP No 1 'Except' TOP CHORD 4-7 2x6 SP No 2 BOT CHORD BOT CHORD 2x4 SP No 2 JOINTS WEBS 2x4 SP No 3 REACTIONS. lb/size) 1=662/0-3-8, 7=653/Mechanical Max Horz 1=78(LC 11) Max Uplift 1=-149(LC 12), 7=-152(LC 12) FORCES. (lb) -Max Comp /Max Ten -All forces 250 (lb) or less except when shown TOP CHORD 1-2=-290/116, 2-3=-1588/536, 3-4=-1051/364, 4-5=1049/368, 5-6=-1548/527, 6-7=285/118 BOT CHORD 2-8=-463/1574, 6-8=-445/1518 WEBS 4-8=-219/765, 5-8=694/291, 3-8=-755/304 Scale = 1 28 7 PLATES GRIP MT20 244/190 Weight 81 lb FT = 20% Structural wood sheathing directly applied Rigid ceiling directly applied or 10-0-0 oc bracing 1 Brace at Jt(s) 8 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3 Opsf, h=25ft, B=45ft. L=24ft. eave=4ft, Cat II, Exp B, Encl , GCpi=O 18, MWFRS (directional) and C-C Exterior(2) 0-1-12 to 2-11-0, Interior(1) 2-11-0 to 8-4-0, Exterior(2) 8-4-0 to 11-7-9 zone,C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 4) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 5) Refer to girder(s) for truss to truss connections 6) Bearing at joint(s) 1 considers parallel to grain value using ANSIfrPI 1 angle to grain formula Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except ()t=lb) 1=149, 7=152 This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Thomas A Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 7,2018 WARNING - Verily design param t and READ NOTES ON MS AND INCLUDED WTEK REFERENCE PAGE MII-7473 rev. 10103/2015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not • a truss system Before use, the building designer must verdy the applicability of design parameters and property incorporate this design into the overall building tlesign Braang indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing Welk' is akvays required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandna, VA 22314 Tampa, FL 36610 Truss Truss Type City Ply Park Sq Hm/27IB-Tuscany-A or C—TRAY PP271 T13425386 8AC-T D11T COFFER 2 1 Job Reference (optional) Mid-Flonda Lumber, Bartow, FL 8 130 s Sep 15 2017 MiTek Industries, Inc Wed Mar 7 11 17 31 2018 Page 1 ID MnroRiMTSTo7RD4WFfNCPvzHymh-1LailEcxWnhOBOgGCrA-6U3EzG6z88_RSzsUr-HzdKPI 2-3-8 5-2-14 8-0 11-5-2 14- 8 16-8-0 2.3-8 2-11.6 3-1-2 3-1-2 2-11fi 2-3-8 Scale = 1 28 3 5x5 = 2x4 II Plate Offsets (X Y)— 2 0-6-00-0-01 [6 0-6-0 0-0-01 LOADING ( pso SPACING- 2-0-0 CSI. DEFL. in floc) I/defl Ud TCLL 200 Plate Grip COL 1 25 TC 082 Vert(LL) 0 15 8-16- 999 240 TCDL 100 Lumber DOL 1 25 BC 062 Vert(CT) 0 32 8-13 607 180 BCLL 00 Rep Stress Incr YES WB 030 Horz(CT) 026 7 n/a n/a BCDL 100 Code FBC2017/TPI2014 Matrix -MS LUMBER - TOP CHORD 2x6 SP No 1 BOT CHORD 2x4 SP No 2 WEBS 2x4 SP No 3 REACTIONS. ( lb/size) 1=671/0-3-8, 7=662/D-3-8 Max Horz 1=78(LC 11) Max Uplift 1=-151(LC 12), 7=-154(LC 12) PLATES GRIP MT20 244/190 Weight 82 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-4-5 oc purlins BOT CHORD Rigid ceding directly applied or 10-0-0 oc bracing JOINTS 1 Brace at Jt(s) 8 FORCES. ( lb) - Max Comp /Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 1-2=-295/118, 2-3=1637/534, 34=1078/365, 4-5=1078/366, 5-6=-1629/537, 6- 7=288/118 BOT CHORD 2-8=-459/1625, 6-8=-459/1614 WEBS 4-8=-212/776, 3-8=776/300, 5-8=-764/302 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf, BCDL=3 Opsf, h=25ft, B=45ft; L=24ft, eave=4ft, Cat 11; Exp B, Enct , GCpt=O 18, MWFRS (directional) and C-C Exterior(2) 0-1-12 to 2-11-0, Interior(1) 2-11-0 to 8-4-0, Exterior(2) 8-4-0 to 11-4-0 zone,C-C for members and forces 3 MWFRS for reactions shown, Lumber DOL=1 60 plate grip DOL=1.60 3) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 4) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 5) Bearing at joint(s) 1, 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula Building designer should verify capacity of bearing surface 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except ()t=lb) 1= 151, 7=154. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A Albani PE No.39380 M[ Tak USA, Inc. FL Chit 6634 6904 Parke East Blvd Tampa FL 33810 Date: March 7,2018 WARNING - Vrlfy design paametars and READ NOTES ON TINS AND INCLUDED MITEK REFERENCE PAGE MII-7473 — 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing MiTek• isalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamageForgeneralguidanceregardingthefabrication, storage, delivery, erection and bracing of trusses and buss systems, see ANSVTPII Quality Criteria, OSB49 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312. Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq HnV2718-Tuscany-A or C_TRAY T13425387 P2718AC-T D12T SPECIAL 1 2 Job Reference o honal Mid-Flonda Lumber, Bartow, FL 8 130 s Dec 12 2017 MiTek Industries, Inc Wed Mar 7 16 18 29 2018 Page 1 ID MnroRiMTSTo7RD4WFfNCPvzHymh-HOakBOVIgXtV729knFYOdOs_ENc8g61X4L8W3GzdGtO 4-7-12 , 7-0-0 9-8-0 12-0-4 1 14-4-8 _ 1611 2-3-8 2-4 1 2-4-0 2-8-0 2-4A 2-4-4 2-3-8 Scale = 1 28 3 5x8 = 17 5x5 = 2x4 11 2-3-11 4-7-12 , 7-0-0 9-8-0 12-0 4 14 4 8 16-8-0 2-3-8 2-0-0 1 2-8-0 2-4-4 2-4-0 2-31 Plate Offsets (X Y)— 2 0-6-0 0-0-0] [4 0-6-0 0-2-8] [5 0-2-8 0-2-4] [7 0-6-0 0-0-0] LOADING (psf) SPACING- 2-0-0 cSl. DEFL. in floc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1 25 TC 0.89 Vert(LL) -0.16 2-10 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1.25 BC 064 Vert(CT) -0 32 2-10 >610 180 BCLL 00 Rep Stress Incr NO WB 020 Horz(CT) 027 8 n/a n/a , BCDL 100 Code FBC2017/TP12014 Matrix-S Weight. 172 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No 1 'Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins 4-5 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 1G-0-0 oc bracing BOT CHORD 2x4 SP No 2 'Except' 13-14,15-16 2x4 SP No 3 WEBS 2x4 SP No 3 REACTIONS. (lb/size) 1=119110-3-8, 8=1191/0-3-8 Max Horz 1=67(LC 7) Max Uplift 1=-372(LC 8), 8=-372(LC 8) FORCES. (lb) - Max Comp /Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 1-2=-481/166. 2-3=3775/1241, 3-4=-2859/965, 4-5=-2565/892, 5-6=2866/966, 6-7= 3776/1242, 7-8=-481/166 BOT CHORD 2-10=1179/3758, 9-10=-774/2557, 7-9=-1179/3758 WEBS 4- 10=-307/1032, 5-9=-307/1031, 3-10=-1361/457, 6-9=-1352/455 NOTES- 1) 2- ply truss to be connected together with 10d (0 131"x3") nails as follows Top chords connected as follows 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc Bottom chords connected as follows. 2x4 - 1 row at 0-9-0 oc. Webs connected as follows 2x4 - 1 row at 0-9-0 oc 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated 3) Unbalanced roof live loads have been considered for this design. 4) Wind ASCE 7-10; Vint=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3 Opsf, h=25ft; B=45ft, L=24ft; eave=4ft, Cat This item has been 11, Exp B; Encl , GCpi=O 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 Albans, Thomas, PE 6) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads using a Digital Signature 7) Thistrusshasbeendesignedforaliveloadof20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Printed this will fitbetweenthebottomchordandanyothermemberscopiesof8) Bearing at joint(s) 1, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula Building designer should verify document are not considered capacity of bearing surface signed and sealed and the 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 372 lb uplift at joint 1 and 372 lb uplift at signature must be verified joint 8 10) Hanger( s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 120 lb down and 150 lb up at on any, electronic copies 7-0- 0, and 83 lb down and 93 lb up at 8-4-0, and 120 lb down and 150 lb up at 9-8-0 on top chord, and 382 lb down and 174 lb up Thomas A. Atbani PE No.39380 at 7- 0-0, and 61 Ib down and 18 lb up at 8-4-0, and 382 lb down and 174 lb up at 9-7-4 on bottom chord The design/selection of MiTak USA, Inc. FL Cart 6634 such connection device(s) is the responsibility of others 6904 Parke East Blvd. Tampa FL 33610 Date: LOAD CASE( S) Standard March 7,2018 ConllAued on page 2 AWARM G - Verify deagn parameters and READ NOTES ON TMS AND INCLUDED WTEK REFERENCE PAGE M11.7473 rw. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not • a truss system Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing Welk' always requiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamageForgeneralguidanceregardingthefabrication. storage, delivery, erection and bracing of trusses and truss systems, we ANSVTPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Mexandna, VA 22314 Tampa, FL 36610 JOb Truss Truss Type Qty Ply Park Sq Hm/2718-Tuscany-A or C_TRAY T13425387 P2716AGT D12T SPECIAL 1 Job Reference o floral Mid-Flonda Lumber, Barlow, FL LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) Lumber Increase=l 25, Plate Increase=l 25 Uniform Loads (plf) Vert 1-2=-82, 2-4=-60, 4-5=-60, 5-7=-60, 7-8=-82, 2-7=-20 Concentrated Loads (lb) Vert 4=-83(F) 5=-83(F) 10=-382(F) 9=-382(F) 17=-83(F) 18=52(F) 8 130 s Dec 12 2017 MrTek Induslnes, Inc Wed Mar 7 16 18 29 2018 Page 2 ID MnroRIMTSTo7RD4WFfNCPvzHymh-HOak80VIgXtV729knFYQdOs_ENc8g6lX4LBW3GzdGlO 1 WARNING - Vrlfy daslgn pa—frs and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE Mll•7473 ray. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and propady Incorporate this design into the overall De • building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing M iTe k' is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication. storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI7 Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street. Suite 312. Alexandra, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hrn/2718-Tuscany-A or C_TRAY T13425388 P271BAC-T E1 COMMON 1 1 Job Reference (optional) Mid-Flonda Lumber. Bartow, FL 8.130 s Sep 15 2017 MiTek Industries, Inc Wed Mar 7 11 17.44 2018 Page 1 ID MnroRiMTSTo7RD4WFINCPvzHymh-8rtdOgm4SnKYFOAmS4vl7E5UhVY1h5jMSUWgZOzdKP5 1-0-0 7-4-0 14-8-0 1-0-0 ' 7-0-0 7-" 3 4x4 = 3x5 = 1x4 II 3x5 = Scale = 1 27 8 N 7A-0 7-4-0 Plate Offsets (X,Y)— f2 Edge,0-D-4] 14 Edge 0-0-4] LOADING (pso SPACING- 2-0-0 CSI. DEFL. in loc) Udefl Ud PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0 10 5-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 125 BC 062 Vert(CT) -019 5-8 >908 180 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT) 001 4 n/a n/a BCDL 100 Code FBC2017/TPI2014 Matrix -MS Weight. 53 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 4-7-10 oc purlins BOT CHORD 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing WEBS 2x4 SP No 3 REACTIONS. (lb/size) 4=585/Mechanical, 2=649/0-3-8 Max Horz 2=79(LC 11) Max Uplift 4=-138(LC 12), 2=-184(LC 12) FORCES. (lb) - Max Comp /Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-3=-846/288, 3-4=-845/301 BOT CHORD 2-5=-168/680, 4-5=168/680 WEBS 3-5=-17/350 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind ASCE 7-10, Vult=140mph (3-second gust) Vesd=108mph, TCDL=4 2psf, BCDL=3 Opsf, h=25ft, B=45ft, L=24ft, eave=4ft, Cat 11, Exp B. Encl , GCpi=O 18, MWFRS (directional) and C-C Extenor(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 7-4-0, Extenor(2) 7-4-0 to 10-4-0 zone,C-C for members and forces d MWFRS for reactions shown, Lumber DOL=1 60 plate grip DOL=1 60 3) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 4) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 5) Refer to girder(s) for truss to truss connections 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 4=138, 2=184 This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A Albani PE No.393 0 MiTak USA, Inc. FL Cart 6634 69U Parke East Blvd. Tampa FL 33610 Date: March 7,2018 Q WARNING - Verlry design Panmerers and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. f0/03/20/5 BEFORE USE. Design valid for use only with MiTek® connectors This design Is based only upon parameters shown, and is for an Individual building component, not • a truss system Before use. the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSIITPII Duality Criteria, DSB-89 and BCSI Building Component 690s Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street. Suite 312, Alexandna, VA 22314 Tampa, FL 36610 Job Truss Truss Type ally Ply Park Sq Hrn/27IB-Tuscany-A or C_TRAY T13425389 P2718AC-T E2 HIP 1 1 Job Reference (optional) Mid-Flonda Lumber, Bartow, FL 8 130 s Sep 15 2017 MiTek Industries, Inc Wed Mar 7 11 17 45 2018 Page 1 ID.MnroRiMTSTo7RD4WFfNCPvzHymh-c1R7EOnID4SPsYkzOnalGgRekuvgTDUxVh8FD6TzdKP4 7-8-0 3-N 3-2-12 -4 3-2-12 3-9-4 0-4-0 Scale = 1 28 8 4x4 = 3x4 = 3x6 11 3x4 = 3 4 5 6x8 = 4x4 = 7-&0 a 7-0-0 04-004-0 7-0-0 Plate Offsets (X Y)— 1 0-1-0 Edge] [3 0-2-0,0-2-81[5 0-2-0,0-2-81, 7 0-1-0,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udefl Ud PLATES GRIP TCLL 200 Plate Grip DOL 1 25 TC 0.35 Vert(L-) 0 06 9-12 999 240 MT20 244/190 TCDL 100 Lumber DOL 1 25 BC 086 Vert(CT) 0 14 9-12 999 180 BCLL 00 Rep Stress Incr NO WB 039 Horz(CT) 004 7 n/a n/a BCDL 100 Code FBC2017/TP12014 Matrix -MS Weight 65 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD BOT CHORD 2x4 SP No 2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=1055/Mechanical, 7=1117/0-3-8 Max Horz 1=-76(LC 6) Max Uplift 1=-299(LC 8), 7=-345(LC 8) FORCES. (lb) - Max. Comp /Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 1-2=-2000/609,2-3=-1771/546, 3-4=-1539/510, 4-5=-1539/510, 5-6=-1770/546, 6-7=1992/603 BOT CHORD 1-9=479/1770, 7-9=-472/1759 WEBS 2-9=-284/125, 6-9=-276/117, 4-9=-196/1027 Structural wood sheathing directly applied or 3-11-12 oc purlins. Rigid ceiling directly applied or 8-6-6 oc bracing NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind ASCE 7-10, Vull=140mph (3-second gust) Vasd=108mph. TCDL=4 2psf, BCDL=3.Opsf, h=25ft, B=45ff, L=24ft, eave=4ft, Cat._ II; Exp B, Encl , GCpi=O 18, MWFRS (directional), Lumber DOL=1.60 plate gnp DOL=1 60 3) Provide adequate drainage to prevent water ponding 4) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 5) ` This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=299, 7=345 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 189 lb down and 197 lb up at 7-8-0, and 189 lb down and 197 Ib up at 7-0-0 on top chord, and 327 lb down and 97 lb up at 7-0-0, and 327 lb down and 97 lb up at 7-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others 9)' In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CABE(S) Standard 1) Dead + Roof Live (balanced), Lumber Increase=1 25, Plate Increase=l 25 Uniform Loads (plf) Vert ,1-3=60, 3-5=-60, 5-8=-60, 10-13=-20 Concentrated Loads (Ib) Vert 3=-142(F) 5=-142(F) 9=41(F) 16=-327(F) 17=-286(F) This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A Albani PE No.393 0 Ill USA, Inc. FL Cart 6634, 6904 Parka East Blvd Tampa FL 33910 Date: March 7.2018 QWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an indmdual building component, not • a truss system Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing WOWk• is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312. Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq HM2718-Tuscany-A or C_TRAY T13425390 P2718AC-T F1 ROOF TRUSS 5 1 Job Reference (optional) Mid-Flonda Lumber, Bartow. hL 8 130 s Sep 15 2017 MiTek Industries, Inc Wed Mar 7 11.17 47 2018 Page 1 ID MnroRiMTSTo7RD4WF1NCPvzHymh-ZQYlfipzlii76suL8CTkisLT)VYuNgoBSkKALzdKP2 0-1-8 0-l t8 Scal'c = 150 0 1x3 II 1.3 I 1x3 = 1x3 = ix3 = 4x4 = 4x4 = 3x6 FP = 1x3 11 1x3 = 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 3817 q37IY154136 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 lx3 II 1x3 II 4x4 3x6 FP- 4x4 - 1x3 II 3x8 = i 2-9-0 5-3-0 9-0-0 11-10-0 14-5-8 17-1-0 19-7-0 24-7-8 27-1-8 29-10-8 0-0 4-1-0 2-0-0 2-7-8 2-7 1 2-6-0 5-0-8 2 i-0 2 9-0 ' LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1 00 TC 0.72 Vert(LL) -0 13 20-21 >999 360 MT20 2441190 TCDL 100 Lumber DOL 1 00 BC 095 Vert(CT) -0 17 20-21 >999 240 BCLL 00 Rep Stress Incr YES WB 049 Horz(CT) 003 18 n/a n/a BCDL 50 Code FBC2017/TPI2014 Matrix-S Weight 155 lb FT = 20%F, 11 %E LUMBER- BRACING - TOP CHORD 2x4 SP No 2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No 2(flat) except end verticals. WEBS 2x4 SP No 3(flat) BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing REACTIONS. (lb/size) 18=677/0-7-4, 25=1954/0-3-8, 33=614/0-7-4 Max Grav 18=716(LC 7), 25=1954(LC 1). 33=682(LC 3) FORCES. (lb) - Max Comp /Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-3=-1125/0, 3-4=-1657/0, 4-5=-1710/38, 5-6=-1325/280. 6-7=-374/718, 7-8=0/1993, 8-9=0/1993, 9-10=-368/598, 10-12=-1437/164, 12-13=-1890/0, 13-14=-1890/0, 14-15=-1874/0, 15-16=-1219/0 BOT CHORD 32-33=0/684, 31-32=0/1541, 30-31=-38/1710, 29-30=-38/1710, 28-29=-38/1710, 27-28=-481/981, 25-27=-1037/0, 24-25=-943/0, 23-24=-362/1030, 22-23=0/1890, 21-22=0/1890, 20-21=0/2020, 19-20=0/1681, 18-19=0/734 WEBS 2-33=-930/0, 7-25=-1348/0, 2-32=0/613, 7-27=0/979, 3-32=579/0, 6-27=-934/0, 6-28=0/586, 4-31=-73/264, 5-28=-726/0, 4-30=-251/0, 5-29=0/274, 16-18=-998/0, 9-25=-1411/0, 16-19=0/675, 9-24=0/1038, 15-19=-643/0, 10-24=-995/0, 15-20=-4/269, 10-23=0/651, 12-23=-761/0, 14-21=-451/31 NOTES- 1) Unbalanced floor live loads have been considered for this design 2) All plates are 3x3 MT20 unless otherwise indicated 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Old (0 131" X 3") nails Strongbacks to be attached to walls at their outer ends or restrained by other means 4) CAUTION, Do not erect truss backwards 1 This item has been electronically signed and sealed by Albans, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Thomas A Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 7,2018 Q WARNING - Vitrify daslgn paramalars and READ NOTES ON Tf9S AND INCLUDED MITEK REFERENCE PAGE MII-7473 - 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors This design Is based only upon parameters shown, and is for an individual budding component, not pal atrusssystemBeforeuse, the building designer must verity the applicability of design parameters and property Incorporate this design into the overall building design Bracing Indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing MiTek, IsalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamageForgeneralguidanceregardingthefabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrIPl1 Quality Criteria, DSB49 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street. Suite 312, Alexandra, VA 22314 Tampa, FL 36610 Job ' Truss Truss Type oty Ply Park Sq Hm/2718-Tuscany-A or C_TRAY T13425391 P2718AC-T F2 ROOF TRUSS 1 1 Job Reference (optional) Mid-Floncia Lumber, Carlow, FL 6 130 s Sep 15 2011 Mi i ek mdusmes, me Wed Mar I n 1 / 54 2076 rage 1 ID MnroRiMTSTo7RD4WFfNCPvzHymh-rmTP75uM5rb7Rwwh2A5NXLW8iXvGiWVgl2xBvRzdKOx 0-1-8 Soap 1 50 0 1x3 II 1x3 II 1x3 = 3x3 = lx3 = lx3 = 3x3 = 3x3 _= 1x3 II 3x3 = 3x5 = 3x3 II 4x5 = 3x5 = 3x6 FP = 3x3 = 3x3 = 3x3 = 3x3 = 4x4 = lx3 = 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 3817 jIQ jj j 36 IYf 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 3x3 = 3x3 3x3 = 1x3 II 3x5 = 3x6 FP= 4x5 = 3x5 = 3x3 = lx3 II 1x3 II 3x3 = 3x3 = 4x4 = 30 = 3x8 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 400 Plate Grip DOL 1 00 TC 085 Vert(LL) -023 21-22 >985 360 MT20 244/190 TCDL 100 Lumber DOL 1 00 BC 088 Vert(CT) -0 31 21-22 >724 240 BCLL 00 Rep Stress Incr YES WB 063 Horz(CT) 0.04 18 Ilia n/a BCDL 50 Code FBC2017ITP12014 Matrix-S LUMBER- BRACING - TOP CHORD 2x4 SP No 2(flat) *Except* TOP CHORD 1- 10 2x4 SP No.1(flat) BOT CHORD 2x4 SP No 2(flat) *Except* BOT CHORD 18- 28 2x4 SP No 1(flat) WEBS 2x4 SP No 3(flat) REACTIONS. ( lb/size) 18=895/0-7-4, 27=2033/0-3-8, 33=318/0-7-4 Max Uplift 33=-80(LC 4) Max Grav 18=909(LC 7), 27=2033(LC 1), 33=485(LC 3) FORCES. ( lb) - Max Comp /Max. Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-3=-714/228, 3-4=-778/815, 4-5=-778/815, 5-6=-292/1297, 6-7=0/2314, 7-8=0/2314, 8- 9=135/267. 9-11=1689/0, 11-12=2651/0, 12-13=-3052/0, 13-14=-3049/0, 14- 15=-2618/0, 15-16=-1602/0 BOT CHORD 32-33=102/480, 31-32=-431/895, 30-31=-815/778, 29-30=-8151778, 27-29=-1674/0, 26- 27=-1050/0, 25.26=0/1047, 24-25=0/2297, 23-24=0/3052, 22-23=0/3052, 21- 22=0/3052, 20-21=0/2978, 19-20=0/2239, 18-19=0/936 WEBS 2-33=-652/139, 6-27=-1111/0, 2-32=-176/326, 6-29=0/872, 3-32=-251/282, 5- 29=-1041/0, 3-31=625/0, 5-30=0/301, 16-18=-1272/0. 8-27=-1684/0, 16-19=0/928, 8- 26=0/1316, 15-19=-886/0, 9-26=-1293/0, 15-20=01528. 9-25=0/918, 14-20=-501/0, 11- 25=-870/0, 11-24=0/556, 13-21=-263/283, 12-24=692/0, 12-23=-73/287, 13- 22=-268/91 Weight: 155 lb FT = 20%F, 11 %E Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 80 lb uplift at joint 33. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0 131" X 3") nails Strongbacks to be attached to walls at their outer ends or restrained by other means 4) CAUTION, Do not erect truss backwards. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Thomas A. Albani PE No.39310 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: March 7,2018 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and Is for an individual budding component, not a truss system Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing MiTek• isalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamageForgeneralguidanceregardingthefabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSI1TPII Quality Criteria. DSB49 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312. Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq Hm/2718-Tuscany-A or C-TRAY T13425392 P2718AC-T F3 ROOFTRUSS 5 1 Job Reference (optional) Mid-Flonda Lumber, Bartow, FL 0-1-8 HF1-3-0 29 3x3 = 8 130 s Sep 15 2017 MiTek Industries, Inc Wed Mar 7 11:17 56 2018 Page 1 ID MnroRiMTSTo7RD4WFfNCPvzHymh-o9b9XnwcdTrrhE44967rcmbW5Lb-VRX7CMQIzKzdKOv o- R Scal =140 6 1x3 II 3x3 = lx3 = 3x3 =1x3 II 3x5 = 3x3 II 4x4 = 3x3 = 3x3 = 1x3 II 1x3 II 3x6 FP = 3x3 = 3x4 = lx3 = 3 4 5 346 7 8 9 10 11 1213 14 15 16 28 27 26 3x3 = 1x3 II 3x4 = MINIMUM 2 0" OF BEARING SUPPORT IS REQUIRED ON BOTTOM CHORD OF TRUSS i 2-9-0 7-7-4 10-2-12 12-8-12 19-0-4 21-0-4 24-3-4 2-9-0 4-10-4 2-7.8 2-60 6-3-8 2110 2-9-0 Plate Offsets (X,Y)- 26 0-1-8,Edgel LOADING (psp SPACING- 2-0-0 CST. DEFL. in floc) I/deft Ud PLATES GRIP TCLL 400 Plate Grip DOL 100 TC 073 Vert(LL) -0.15 19-20 >999 360 MT20 244/190 TCDL 100 Lumber DOL 100 BC 080 Vert(CT) -021 19-20 >954 240 BCLL 00 Rep Stress Incr YES WB 0 53 Horz(CT) 003 17 n/a n/a BCDL 50 Code FBC2017/TPI2014 Matrix-S Weight 128 lb FT = 20%F, 11 %E LUMBER- BRACING - TOP CHORD 2x4 SP No 2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No 2(nat) except end verticals WEBS 2x4 SP No 3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing REACTIONS. (lb/size) 17=781/0-3-8, 25=1717/0-8-0, 29=13010-7-4 Max Uplift 29=-160(LC 4) Max Grav 17=787(LC 7), 25=1717(LC 1), 29=324(LC 3) FORCES. (lb) - Max Comp./Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-3=-359/425, 3-4=-323/795, 4-5=-323/795, 5-6=0/1734, 6-7=0/1734, 7-8=-26510, 8- 9=1489/0, 9-10=-2262/0, 10-11=-2262/0, 11-12=-2262/0, 12-14=-2109/0, 14- 15=-1343/0 BOT CHORD 28-29=172/319, 27-28=-795/323, 26-27=-795/323, 25-26=-1250/0, 23-25=-640/0, 22- 23=0/1018, 21-22=0/1953, 20.21=012262, 19-20=0/2314, 18-19=011861, 17-18=0/801 WEBS 2-29=-434/234, 5-25=-917/0, 2-28=352/56, 5-26=0/855, 3-28=0/502, 3-27=299/0, 4- 26=-339/0, 15-17=1089/0, 7-25=-1457/0, 15-18=0/754, 7-23=0/1110, 14-18=-720/0, 8- 23=-1062/0, 14-19=0/345, 8-22=0/669, 12-19=285/0, 9-22=-65910, 12-20=275/227, 9- 21 =0/580,10-21=-267/0 NOTES- 1) Unbalanced floor live loads have been considered for this design 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 160 lb uplift at joint 29 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0 131" X 3") nails Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 7,2018 Q WARNING - Verify cf-Ign param I and READ NOTES ON INS AND INCLUDED WTEK REFERENCE PAGE M11-7473 - 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not e truss system Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing MiTek" is alwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamageForgeneralguidanceregardingthefabrication, storage, delivery, erection and bracing of Trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job " Truss Truss Type Oty Ply Park Sq Hm/2718-Tuscany-A or C_TRAY T13425393 P2718AC-T F3A GABLE 1 1 Job Reference (optional) Mid-Flonda Lumber, Bartow, FL. 0-k8 Q 1 2 3 Y_ 47 1 46 45 44 8 130 s Sep 15 2017 MiTek Industries, Inc Wed Mar 7 11:17.57 2018 Page 1 ID MnroRiMTSTo7RD4WFfNCPvzHymh-GL9Xl7wEOmzilOfGlle49z8nl7YE_rGR09sWmzdKOu 0-P 8 Scale = 1 38 9 3x II 34 FP = Utl II 4 5 6 7 8 9 - 10 11 12 13 14 15 16 1718 19 20 43 42 4140 39 38 37 36 35 34 33 32 31 3029 28 27 3x3 II US FP = 3x3 11 I E 12-7-12 12-0213-4 17-7-4 1-1.0 1-4-0 1-4-0 1-4-0 1-4-0 4- 1-0.0 1-4-0 1-4.0 0-11-a 4- -4- 0.11-8 11 1-4-0 1-4-0 1-0.0 0-4- 1-4-0 0-1 -to 0-1-10 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 400 Plate Grip DOL 1 00 TIC 010 Vert(LL) n/a n/a 999 MT20 2441190 TCDL 100 Lumber DOL 100 BC 001 Vert(CT) n/a n/a 999 BCLL 00 Rep Stress Incr NO WB 014 Horz(CT) 000 24 n/a n/a BCDL 50 Code FBC2017rTP12014 Matrix-R Weight 112 lb FT = 20%F, 11 %E LUMBER- BRACING - TOP CHORD 2x4 SP No 2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No 2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No 3(flat) REACTIONS. All bearings 24-3-4 lb) - Max Grav All reactions 250 lb or less at joint(s) 46, 24, 25. 26, 27, 28, 29, 31, 32, 33, 34, 45, 44, 43, 42, 41, 39, 37, 36, 35, 30 except 40=1245(LC 1) FORCES. (lb) - Max Comp./Max Ten. - All forces 250 (lb) or less except when shown. WEBS 7-40=-1241/0 NOTES- 1) All plates are 1x3 MT20 unless otherwise indicated 2) Gable requires continuous bottom chord bearing 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i a diagonal web). 4) Gable studs spaced at 1-4-0 oc 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails Strongbacks to be attached to walls at their outer ends or restrained by other means. T LOAD CASE(S) Standard 1) Dead + Floor Live (balanced) Lumber Increase=l 00, Plate Increase=l 00 Uniform Loads (plf) Vert 2446=-10, 1-23=-100 Concentrated Loads (lb) Vert 7=-1265 This item has been electronically signed and sealed by Albani, Thomas, PE_ _ using a Digital Signature Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albani PE No.393e0 MiTek USA, Inc. FL Cart $934 6904 Parka East Blvd, Tampa FL 33610 Date: March 7,2018 Q WARNING - Vanl y design Parameters and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rw. 101031201S BEFORE USE. Design valid for use only with MiTek® connectors This design Is based only upon parameters shown, and is for an individual building component, not • a truss system Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection end bracing of trusses and truss systems, see ANSVTPI7 Quality Criteria, DSB-09 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandra, VA 22314 Tampa, FL 36610 Job Truss Truss Type city Ply Park Sq Hm/2718-Tuscany-A or C_TRAY T13425394 P2718AC-T F4 ROOF TRUSS 3 1 Job Reference (optional) Mid-Flonda Lumber, Bartow, FL 0-1-8 H 1 1-3-0 AN 3x3 = 1x3 11 3x5 = 3x3 II 4x4 = 3 4 5 336 7 8.130 s Sep 15 2017 MiTek Industries, Inc Wed Mar 7 11 18 00 2018 Page 1 ID MnroRiMTSTo7RD4WF1NCPvzHymh-gwrgN8z7hhLH9rOrORBnncmCDy_2RFej7zOW65zdKOr i D- Scal = 1 401 3x3 = 1 x3 11 3x3 = 34 = 14 111x3 11 US FP = 3x3 = 3x4 = lx3 = 8 9 10 11 12 13 14 15 16 29 28 27 26 25 24 23 22 21 20 19 18 17 3x3 = 3x3 = lx3 I I 3x6 FP = 3x8 = 4x4 = 3x3 = 3x3 = 3x3 = 3x3 = 3x4 = US = 3x4 = FASTEN TRUSS TO BEARING FOR THE GRAVITY UPLIFT REACTION SHOWN WHILE PERMITTING NO UPWARD MOVEMENT OF THE BEARING i 2-9-0 7-74 10-2-12 1ME l2 18-8-12 21-2-12 23-11-12 i 2-9-0 i 4-10-4 2.7-8 2-6-0 6-" 2Fi 0 2-9-0 Plate Offsets (X,Y)--. [26 0-1-8,Edgel LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 400 Plate Grip DOL 100 TC 072 Vert(LL) 0 14 19-20 999 360 MT20 244/190 TCDL 100 Lumber DOL 100 BC 073 Vert(CT) 0 19 19-20 999 240 BCLL 00 Rep Stress Incr YES WB 0 52 Horz(CT) 003 17 n/a n/a BCDL 50 Code FBC2017/TPI2014 Matrix-S LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD BOT CHORD 2x4 SP No 2(flat) WEBS 2x4 SP No 3(flat) BOT CHORD REACTIONS. (lb/size) 24=170210-8-0, 29=133/0-7-4, 17=762/Mechanical Max Uplift 29=-157(LC 4) Max Grav 24=1702(LC 1), 29=325(LC 3), 17=768(LC 7) FORCES. (lb) - Max Comp /Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-361/418, 3-4=-325/783, 4-5=-325/783, 5-6=0/1717, 6-7=0/1717, 7-8=-258/12, 8-9= 1459/0, 9-10=-2188/0,10-11=-2188/0,11-12=-2188/0, 12-14=-2065/0, 14-15=- 1341/0 BOT CHORD 28-29=169/320, 27-28=-783/325, 26-27=-783/325, 24-26=-1234/0, 23-24=-637/0, 22-23= 0/999, 21-22=011908, 20-21=0/2188, 19-20=0/2252, 18-19=0/1838, 17-18=0/819 WEBS 2- 29=-435/229, 5-24=-913/0, 2-28=347/57, 5-26=0/849, 3-28=0/496, 3-27=297/0, 4-26=- 337/0, 15-17=-1088/0, 7-24=-1439/0, 15-18=0/727, 7-23=0/1092, 14-18=-691/0, 8-23=- 1046/0, 14-19=0/315, 8-22=0/654, 12-19=261/0, 9-22=-639/0, 12-20=284/202, 9-21= 0/535 32 q Y Weight128 lb FT = 20%F, 11 %E Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals Rigid ceiling directly applied or 6-0-0 oc bracing NOTES- 1) Unbalanced floor live loads have been considered for this design 2) Refer to girder(s) for truss to truss connections 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 157 lb uplift at joint 29 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A Albani PE No.39360 MiTek USA, Inc. FL Cert 9634 6904 Parka East Blvd. Tampa FL 33610 Date: March 7, 2018 Q WARNING - VerNy d-Ign paramafors and READ NOTES ON Tf05 AND INCLUDED WTEK REFERENCE PAGE M11-7473 ray. 11110312015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an intlrritlual building component, not • a truss system Before use. the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buckling of Individual truss web and/or chord members only Additional temporary and permanent bracing MiTek' is alwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamageForgeneralguidanceregardingthefabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type oty Ply Park Sq Hm/2718-Tuscany-A or C_TRAY T13425395 P2718AC-T FS ROOF TRUSS 9 1 Job Reference (optional) Mia-Flonaa Lumber, Barlow. I-L 0-1-8 HI 1M 3x4 = 3x3 = 3 4 6 13U s Sep 1b zui f MI I ex Inausines, Inc vvea Mar r 11.1tf Ul zuit1 Page 1 ID MnroRiMTSTo7RD4WFfNCPvzHymh-8602bUzIS?T7n?zly8jOJpIOWMHTAh_sMd73fXzdKOq 3x3 = 1x3 I 3x3 = 5 6 7 0- 8ScaU = 1 34 3 1x3 II 3x4 = 1x3 = 3x3 = 3x6 FP = 4x6 = 10 = 8 9 10 11 12 3x4 = 3x8 MT20HS FP = 3x4 = 3x3 = 14 11 3x3 = 34 = 3x4 = 44 = 3x4 = 4x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud TCLL 400 Plate Grip DOL 100 TC 069 Vert(LL) -0 39 17 >626 360 TCDL 100 Lumber DOL 100 BC 091 Vert(CT) -0 53 16-17 >453 240 BCLL 00 Rep Stress Incr YES WB 058 Horz(CT) 009 13 n/a n/a BCDL 50 Code FBC2017/TPI2014 Matrix-S LUMBER- BRACING - TOP CHORD 2x4 SP No 2(flat) TOP CHORD BOT CHORD 2x4 SP No 2(flat) *Except* 13-21 2x4 SP No 1(flat) BOT CHORD WEBS 2x4 SP No 3(flat) REACTIONS. (lb/size) 13=1109/0-8-0, 23=1109/0-8-0 FORCES. (lb) - Max Comp /Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-3=-2025/0, 3-4=-3452/0, 4-5=-4299/0, 5-6=-4596/0, 6-7=-4596/0, 7-8=-4305/0, 8-1 0=-3451 /0, 10-11=-2025/0 BOT CHORD 22-23=0/1151, 20-22=0/2871, 19-20=014007, 18-19=0/4596, 17-18=0/4596, 16-17=0/4568, 15-16=014009, 14-15=0/2870, 13-14=0/1151 WEBS 11-13=156510. 2-23=-1565/0, 11-14=0/1216, 2-22=0/1216, 10-14=-1175/0, 3-22=-1176/0, 10-15=0/807, 3-20=0/808, 8-15=-776/0, 4-20=772/0, 8-16=0/412, 4-19=0/515, 7-16=-400/0, 5-19=611/26, 7-17=-296/419 27 26 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight 106 Ib FT = 20%F, 11 %E Structural wood sheathing directly applied or 4-11-0 oc purlins, except end verticals Rigid ceiling directly applied or 10-0-0 oc bracing NOTES- 1) Unbalanced floor live loads have been considered for this design 2) All plates are MT20 plates unless otherwise indicated. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0 131" X 3") nails Strongbacks to be attached to walls at their outer ends or restrained by other means This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Thomas A Albani PE No.39310 MiTak USA, Inc. FL Cart 6634 6904 Parks East Blvd. Tampa FL 33810 Data March 7,2018 Q WARNING - Varify daslgn paramafars and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 - f 0/03/2015 BEFORE USE Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual bustling component, not • a truss system Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and pemtanenl bracrng M iTek• is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the ' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB49 and BCSI Building Component 69N Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandra, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq Hm/2718-Tuscany-A or C_TRAY T13425396 P2718AC-T F6 ROOF TRUSS 4 1 Job Reference o tional Mid -Florida Lumber. Bartow. FL 0-1-8 H 1 1-3-0 8 130 s Sep 15 2017 MiTek Induslnes, Inc Wed Mar 7 11 18 02 2018 Page 1 ID MnroRiMTSTo7RD4WFfNCPvzHymh-cJyQoq_NDJb_P9YEWsEFs1re1miOvDs?bHtcB_zdKOp Scale =1 180 1x3 11 1x3 = 1x3 = 3x3 = 3x3 = 1x3 II 3x3 = 3x3 = 3x3 II 1 2 3 4 5 6 7 1 1 1 12 11 10 9 1-1 — ,..o a 1-1 — 1-1 3x3 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deg Ud TCLL 40.0 Plate Grip DOL 1 00 TC 038 Vert(LL) 0.07 9-10 999 360 TCDL 10.0 Lumber DOL 1 00 BC 057 Vert(CT) 0 09 9-10 999 240 BCLL 00 Rep Stress Incr YES WB 022 Horz(CT) 002 8 n/a n/a BCDL 50 Code FBC2017/TP12014 Matrix-S LUMBER- BRACING- 3x8 = PLATES GRIP MT20 244/190 Weight 58 lb FT = 20%F, 11 %E TOP CHORD 2x4 SP No 2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No 2(flat) except end verticals WEBS 2x4 SP No-3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=58210-3-8, 13=582/0-74 FORCES. (lb) - Max Comp /Max Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-909/0, 3-4=-1246/0, 4-5=-1246/0, 5-6=-928/0 BOT CHORD 12-13=0/580, 11-12=0/1246, 10-11=0/1246, 9-10=0/1211, 8-9=0/607 WEBS 6-8=-808/0, 2-13=-768/0, 6-9=0/447, 2-12=0/458, 5-9=-393/0, 3-12=-462/0 NOTES- 1) Unbalanced floor live loads have been considered for this design 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0 131" X 3") nails Strongbacks to be attached to walls at their outer ends or restrained by other means 3) CAUTION, Do not erect truss backwards This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albani PE No.39360 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date; March 7,2018 Q WARNING - Vanity daslgn param I and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE M&7473 — 10103/2015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an indrMual building component, not • e truss system Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design into the overall building tlesign Bracing indicated is to prevent buckling of individual truss web and/or chord members onty Additional temporary and permanent bracing MiTek, is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-99 and BCSI Building Component '6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandra, VA 22314 Tampa, FL 36610 Job Truss Truss Type City Ply Park Sq Hm/2718-Tuscany-A or C_TRAY T13425397 P271BAC-T F7 GABLE 1 1 Job Reference (optional) Mid-Flonda Lumber, Bartow, FL 0" 8 130 s Sep 15 2017 Mi I ek Industries, Inc Wed Mar 7 11 18 05 2018 Page 1 ID MnroRiMTSTo7RD4WFfNCPvzHymh-lueZOslFVDzZGdGpB_nyUfrCZzsM6bsSHF5HolzdKOm Scale = 1 18 1 1 x3 11 1 x3 I I 1 x3 11 1 x3 11 1x3 11 1x3 11 I I 1 x3 11 1x3 11 3x3 11 1 2 3 4 5 6 r 7 8 9 10 22 qY 1x3 = 1x3 = O 21 20 19 18 17 16 15 14 13 12 11 1 x3 I I 1x3 I I 1x3 I I 1 x3 I I 1x3 I I 1.3 I I 1x3 I I 1 x3 I I 3x3 I I 3x3 I I 1-4-0 2-8-0 4-0-0 41 4-11-10 5-9-12 5- 1 7-0-0 3 8-7-0 9-114 1 -4-0 1-0-0 1-0 0-1-8 0-10-2 0-10-2 0-1- 1-0-12 3 1-0 1-4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl L/d PLATES GRIP TCLL 400 Plate Grip DOL 100 TC 011 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 100 BC 0.01 Vert(CT) n/a n/a 999 BCLL 00 Rep Stress Incr NO WB 0.14 Horz(CT) 000 11 n/a n/a BCDL 50 Code FBC20171TPI2014 Matnx-R Weight 50 lb FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No 2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No 2(flat) except end verticals WEBS 2x4 SP No 3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing OTHERS 2x4 SP No 3(flat) REACTIONS. All bearings 9-11-4. Ib) - Max Grav All reactions 250 lb or less at joint(s) 20, 11, 16, 12. 13, 15, 19, 18, 17 except 14=1222(LC 1) FORCES. (lb) - Max. Comp./Max Ten - All forces 250 (lb) or less except when shown WEBS 7-14=-1218/0 NOTES- 1) Gable requires continuous bottom chord bearing. 2) Truss to be fully sheathed from one face or securely braced against lateral movement (I a diagonal web). 3) Gable studs spaced at 1-4-0 oc. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Old (0.131" X 3") nails Strongbacks to be attached to walls at their outer ends or restrained by other means 5) CAUTION, Do not erect truss backwards LOAD CASE(S) Standard 1) Dead + Floor Live (balanced) Lumber Increase=l 00, Plate Increase=1 00 Uniform Loads (ptf) Vert 11-20=-10,1-10=-100 Concentrated Loads (lb) Vert 7=-1250 This item has been electronically signed and sealed by Albans, Thomas, PE using -a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albani PE No.39390 MiTek USA, Inc. FL Cart 6634 9904 Parke East Blvd. Tampa FL 33810 Date: March 7,2018 AwARNING - Verily daslgn parameters and READ NOTES ON THIS AND INCLUDED ANTEK REFERENCE PAGE 11111-7473 rev. 1010312015 BEFORE USE Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not • a truss system Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall Del building tlesign. Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, OSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 D Job Truss Truss Type Oty Ply Park Sq Hm/2718-Tuscany-A or C—TRAY T13425398 P2718AC-T F8 GABLE 1 1 Job Reference (optional) mia-Flonaa Lumber, Bartow, FL. 8 13U s Sep 15 ZU1 I Mi l ek Industries, Inc wed near 1 11-18 u6 zulti Page 1 ID MnroRiMTSTo7RD4WFfNCPvzHymh-V4CxeC1uGX50umr?IhIBOt?LDNBNr4IbWvrgKlzdKOI 0F4 0"- Scale = 1 13 4 3x4 = 1 3x4 = 2 lx3 II 31x3 II - 4 1x3 II 51x3 II 61x3 II 7 16 18 2 2x6 = QY 2 = 2x6 = 15 Fll 17 14 13 12 11 10 9 8 3x3 = 1x3 II 1x3 I 1x3 II 1x3 II 1x3 II 30 = r 0-11-6 2-3-6 2-10 3-7-0 4-0-0 4-11-6 6-3E 7-2-12 , 0-11$ 0-7--2 0-14 0-8-14 0-7-2 1-0-0 0-11-6 Plate Offsets (X Y)— 7 0-1-8 Edge] [15.0-1-8 0-1-01[16 0-1-8 0-1-0] [17 0-1-8 0-1-01[18 0-1-8 0-1-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 400 Plate Grip DOL 1 00 TC 024 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 100 Lumber DOL 1.00 BC 009 Vert(CT) n/a n/a 999 BCLL 00 Rep Stress Incr NO WE 0.03 Horz(CT) -0 00 8 n/a n/a BCDL 50 Code FBC20171TPI2014 Malnx-R Weight: 37lb FT=20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No 2(flat) TOP CHORD Structural wood sheathing directly applied or 7-2-12 oc purlins, BOT CHORD 2x4 SP No 2(flat) except end verticals WEBS 2x4 SP No 3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing OTHERS 2x4 SP No 3(Bat) REACTIONS. All bearings 7-2-12. lb) - Max Grav All reactions 250 lb or less at joint(s) 14, 11, 12, 13, 10, 9 except 8=1279(LC 1) FORCES. (lb) - Max Comp /Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 7-8=-1251/0 NOTES- 1) Gable requires continuous bottom chord bearing. 2) Truss to be fully sheathed from one face or securely braced against lateral movement (i a diagonal web) 3) Gable studs spaced at 1-4-0 oc 4) Recommend 2x6 sirongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0 131" X 3") nails Slrongbacks to be attached to walls at their outer ends or restrained by other means LOAD CASE(S) Standard 1) Dead + Floor Live (balanced) Lumber Increase=1.00, Plate Increase=1 00 Uniform Loads (pit) Vert 8-14=-10, 1-7=-100 Concentrated Loads (lb) Vert.7=-1265 This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Aibani PE No.39390 M[Tak USA, Inc. FL Cart 6634 6904 Parka East Blvd. Tampa FL 33610 Date: March 7,2018 Q WARNING - Verlry design paameters and READ NOTES ON T/aS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not • a truss system Before use, the building designer must verify the appi"brkty, of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing M iTe k" Is always required for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandra, VA 22314 Tampa, FL 36610 Job Truss Truss Type 0ty Ply Park Scl HnV27 1 8-Tuscany-A or C_TRAY T13425399 P2718AC-T F9 ROOF TRUSS 6 1 Job Reference (optional) Mid-Flonda Lumber, Bartow, FL 0-1-8 H i 1-3-0 2 3x3 = B.13U s Sep lb zui / MI I eK Inausuies, Inc We0 Mar / 11.1 tr Ub zuitf rage 1 ID MnroRiMTSTo7RD4WFfNCPvzHymh-V4CxeC1uGX50umfrlhlBOI?MPN9nr'JMbWvrgKlzdK01 3 1x3 II 4 1x3 II 5 3x3 = 6 3x3 II 3x3 = 3x8 = Scale = 1 12 9 6-11-4 k 6-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl L/d PLATES GRIP TCLL 400 Plate Grip DOL 1 00 TC 017 Vert(LL) -0 02 7-8 >999 360 MT20 244/190 TCDL 100 Lumber DOL 1 00 BC 019 Vert(CT) -0 02 7-8 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0 12 Horz(CT) 000 7 We We BCDL 50 Code FBC20171TPI2014 Matrix-S Weight 39 lb FT = 20%F, 11 %E LUMBER- BRACING - TOP CHORD 2x4 SP No 2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No 2(flat) , except end verticals WEBS 2x4 SP No 3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 7=364/Mechanical, 10=364/0-8-0 FORCES. (lb) - Max. Comp /Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-493/0, 3-4=-493/0, 4-5=-493/0 BOT CHORD 9-10=0/326, 8-9=0/493, 7-8=0/338 WEBS 5-7=450/0, 2-10=-443/0, 2-9=0/256 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0 131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. This Item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albani PE No.393e0 MiTek USA, Inc. FL Cat 6634 8904 Parks East Blvd. Tampa FL 33810 Date: March 7,2018 Q WARNING - Vanity design Parameters and READ NOTES ON THS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 141103/2015 BEFORE USE Design valid for use only with connectors This design is based only upon parameters shown, and is for an individual budding component, not truss system Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type pry Ply Park Sq Hm/2718-Tuscany-A or C_TRAY T13425400 P271BAC-T F9G ROOF TRUSS 1 1 Job Reference (optional) mia-htonaa LUmDer, tfartow, VL 0-1-8 H 1-3-0 1 lx3 II 2 4x4 = 12 11 8 13U s Sep 15 2U7 / ml I ek Industries, Inc. 1n/ed mar 1 11 1tf-U1 ZU18 Page 1 ID MnroRiMTSTo7RD4WF1NCPvzHymh-zGmJrY2WlrDHVwOBJPgOZ4YRpnObaRXIkZaNsBzdKOk 31x3 II 41x3 II 54x4 = 6 3x3 II 34 = 34 = Scale = 1 12 9 6-11-4 6-11-4 Plate Offsets (X,Y)— 8 0-1-8,Edge] [9 0-1-8 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 400 Plate Grip DOL 100 TC 057 Vert(LL) -0 05 7-8 >999 360 MT20 244/190 TCDL 100 Lumber DOL 100 BC 067 Vert(CT) -0 06 7-8 >999 240 BCLL 00 Rep Stress Ina NO WB 0 45 Horz(CT) 001 7 n/a n/a BCDL 50 Code FBC2017/TPI2014 Matrix-S Weight 39 lb FT = 20%F, 11 %E LUMBER- BRACING - TOP CHORD 2x4 SP No 2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No 2(flat) except end verticals WEBS 2x4 SP No 3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. (lb/size) 7=1173/Mechanical, 10=1173/0-8-0 Max Grav 7=1383(LC 4), 10=1378(LC 3) FORCES. (Ib) - Max Comp /Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-3=-1732/0, 3-4=-1732/0, 4-5=-1732/0 BOT CHORD 9-10=0/1233, 8-9=0/1732, 7-8=0/1281 WEBS 5-7=-1705/0, 2-10=-167510, 5-8=0/882, 2-9=0/937, 3-9=-565/0, 4-8=-537/0 NOTES- 1) Unbalanced floor live loads have been considered for this design 2) Refer to girder(s) for truss to truss connections 3) Girder carries tie-in span(s) 6-8-0 from 0-0-0 to 6-11-4 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0 131" X 3") nails Slrongbacks to be attached to walls at their outer ends or restrained by other means 5) CAUTION, Do not erect truss backwards LOAD CASE(S) Standard 1) Dead + Floor Live (balanced) Lumber Increase=l 00, Plate Increase=l 00 Uniform Loads (plf) Vert 7-10=-10, 1-6=-344 This item has been electronically signed and sealed by Albans, Thomas, PE using a Digital Signature Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke_ East Blvd. Tampa FL 33610 Date: March 7,2018 WARNING - Varlfy das/gn parsmafarsand READ NOTES ON TMS AND INCLUDED WTEK REFERENCE PAGE M11-7473 rsv. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors This design Is based only upon parameters shown, and is for an individual building component, not • a truss system Before use, the building designer must verify the applicability of design parameters and propedy Incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing MiTek• isalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamageForgeneralguidanceregardingthefabrication• storage. delivery, erectwn and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB49 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street. Suite 312. Alexandra, VA 22314 Tampa. FL 36610 Job ; Truss Truss Type Qty Ply Park Sq Hm/27I8-Tuscany-A or C_TRAY T13425401 P271BAC-T F10 ROOF TRUSS 3 i Job Reference (optional) Mid-Flonda Lumber, Bartow, FL. 8.131.)s 6ep 1b ZU1 / Mi l ex inaustnes, Inc. Wea near r 11,11 48 2018 Pagel ID MnroRiMTSTo7RD4WFfNCPvzHymh-lc68s2pbW qj?TXhv_zl4G1971fdw_yN6UbozdKP1— Scale =1 12 6 1 3x3 II 2 3x3 = 3 tx3 II 4 1x3 II 5 3x3 = 6 3x3 II 3x3 = 10 9 8 7 3x3 = 3x8 = 3x8 = 6-10-8 6-10-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 400 Plate Grip DOL 100 TC 015 Vert(L-) -0 01 9-10 >999 360 MT20 244/190 TCDL 100 Lumber DOL 100 BC 0.19 Vert(CT) -0 02 9-10 >999 240 BCLL 00 Rep Stress Incr YES WB 012 Horz(CT) 000 7 n/a n/a BCDL 50 Code FBC2017/TPI2014 Matnx-S Weight 40 lb FT = 20%F, 11 %E LUMBER- BRACING - TOP CHORD 2x4 SP No 2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, BOT CHORD 2x4 SP No 2(flat) except end verticals WEBS 2x4 SP No 3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. (lb/size) 10=364/Mechanical, 7=364/Mechanical FORCES. (lb) - Max Comp /Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-3=-494/0, 3-4=-494/0, 4-5=-494/0 BOT CHORD 9-10=0/338, 8-9=0/494, 7-8=0/338 WEBS 5-7=-450/0, 2-10=-450/0 NOTES- 1) Unbalanced floor live loads have been considered for this design 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0 131" X 3") nails Strongbacks to be attached to walls at their outer ends or restrained by other means This item has been electronically signed and sealed by Albans, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albani PE No.39380 fill USA, Inc. FL Cart 6634 6904 Parka East Blvd Tampa FL 33610 Date: March 7,2018 Q WARNING - Vi rlfy design paramafars and READ NOTES ON Tiffs AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE Design valid for use only with NliTek® connectors This design is based only upon parameters shown. and is for an Indivxlual budding component, not Dal' truss system Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing M iTek' is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSO-89 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street. Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq HM2718 Tuscany -A or C_TRAY T13425402 P2718AC-T FiOA ROOF TRUSS 1 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL 1 3x3 11 1 8 130 s Sep 15 2017 MITek Industries, Inc Wed Mar 7 11 17 50 2018 Page 1 ID MnroRiMTSTo7RD4WFfNCPvzHymtl-z2EuHkrrld4hzJdwpKORNVLdHwgf5glEgOz_ngzdKP? tx3 II 2 30 = 3 12 410 II 53x3 = 6 3x3 II 3x8 = 3x8 = Scale = 1 12 8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl Ud PLATES GRIP TCLL 400 Plate Grip DOL 100 TC 018 Vert(LL) -0 02 7-8 >999 360 MT20 244/190 TCDL 100 Lumber DOL 1 00 BC 028 Vert(CT) -0 02 7-8 >999 240 BCLL 00 Rep Stress Incr YES WB 0 10 Horz(CT) 000 7 n/a n/a BCDL 50 Code FBC2017rTP12014 Matrix-P Weight 40 lb FT = 20%F, 11 %E LUMBER- BRACING - TOP CHORD 2x4 SP No 2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purllns, BOT CHORD 2x4 SP No 2(flat) except end verticals. WEBS 2x4 SP No 3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. (lb/size) 11=282/Mechanical, 7=295/Mechanical, 9=151/0-3-8 Max Grav 11=282(LC 1), 7=301(LC 8), 9=175(LC 9) FORCES. (lb) - Max. Comp /Max Ten -All forces 250 (lb) or less except when shown TOP CHORD 2-3=-323/0, 3-4=-323/0, 4-5=-323/0 BOT CHORD 9-10=0/323, 8-9=0/323, 7-8=0/264 WEBS 5-7=-351/0, 2-11=-321/0 NOTES- 1) Unbalanced floor live loads have been considered for this design 2) Refer to girder(s) for truss to truss connections 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Old (0,131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means 7 This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albans PE No.393e0 MiTok USA, Inc. FL Cart $634 6904 Parks East Blvd. Tampa FL 33610 Date: March 7,2018 Q WARNING - Verify design parameters end READ NOTES ON TINS AND INCLUDED WTEK REFERENCE PAGE MII-7473 — 10A1312015 BEFORE USE. Design valid for use only with MITek® connectors This design is based only upon parameters shown, and is for an individual building component, not ' e truss system Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only Addmonal temporaryend permanent bracing M iTek" isalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamageForgeneralguidanceregardingthefabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPl1 Quality Criteria, DSB-49 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 - Tampa, FL 36610 Job" Truss Truss Type Oty Ply Park SgHm/2718-Tuscany-A orC_TRAY T13425403 P271BAC-T F11 ROOFTRUSS 7 1 Job Reference (optional) Mid-Flonda Lumber, Barlow, FL B 13U s Sep 15 ZU1 / Mil ek Industries, Inc Wed Mar 7 11 It 51 ZU18 Page 1 ID MnroRiMTSTo7RD4WFfNCPvzHymh-RBoGU3sTowCYaTC6N2XgMupAK4YgHO034iXJ6zdKP_ 0-1-B 1x3 II P--i 3i = 1-3-0 2 i 33 3 II 43x3 = Scale = 1 9 4 10 9 1X3 II 3x3 = ME lx3 = 1-6-0 1 7-1 3-3-4 1-" 1-1 1-7-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udefl L/d PLATES GRIP TCLL 400 Plate Grip DOL 100 TC 010 Vert(LL) -0.00 6 >999 360 MT20 244/190 TCDL 100 Lumber DOL 1 00 BC 005 Vert(CT) -0 00 6 >999 240 BCLL 00 Rep Stress Incr YES WB 007 Horz(CT) 000 5 n/a n/a BCDL 5.0 Code FBC2017rTP12014 Matnx-S Weight: 23 lb FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-3-4 oc purlins, BOT CHORD 2x4 SP No 2(flat) except end verticals. WEBS 2x4 SP No 3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. (lb/size) 8=163/0-7-4, 5=157/Mechanical FORCES. (lb) -Max Comp/Max Ten -All forces 250 (lb) or less except when shown NOTES- 1) Unbalanced floor live loads have been considered for this design 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Od (0 131" X 3") nails Strongbacks to be attached to walls at their outer ends or restrained by other means This Item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Sigb'ature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albani PE No.393 0 MiTak USA, Inc. FL Cut 6634 904 Parka East Blvd Tamps FL 33810 Date: March 7,2018 Q WARNING - Vrlfy design parameters and READ NOTES ON THS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. ld/0312015 BEFORE USE. Design valid for use only with MiTekS connectors This design is based only upon parameters shown, and is for an individual building component, not • a truss system Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing M iTek' is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrTPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312. Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq HaV2718-Tuscany-A or C_TRAY T13425404 P2718AC-T F11A GABLE i 1 Job Reference (optional) Ntia-rtonaa Lumber, tlanow, t-L u.T3u s 5ep 1b zu1 I Mt I ex fnaustnes, Inc. vvea near 111.1 I az zultl rage 1 ID MnroRiMTSTo7RD4WF1NCPvzHymh-vNMeiPs6ZEKPCdnJwl2vSwO_8kOHZITXIkS5gZzdKOz pA 1 30 11 2 1 x3 11 3 1 x3 11 4 1 x3 11 Scale = 1 9 4 8 7 6 5 3x3 = IV1211 1 712 1K3 II 1x3 II i N-12 1-4-0 1-7-10 r 1-11-4 3.3-4 1-1-12 0-2.4 0.2-13-e 1-4-0 n.n.1g n-rl? LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d TCLL 40.0 Plate Grip DOL 100 TC 0.09 Vert(LL) n/a n/a 999 TCDL 10.0 Lumber DOL 1 00 BC 0.02 Vert(CT) n/a n/a 999 BCLL 00 Rep Stress Incr YES WB 002 Horz(CT) 000 5 n/a n/a BCDL 50 Code FBC2017/TPI2014 Matrix-R LUMBER- BRACING- 10 10 = lx3 = 9 i PLATES GRIP MT20 2441190 Weight- 19 lb FT = 20%F, 11 %E TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-3-4 oc purlins, BOT CHORD 2x4 SP No 2(flat) except end verticals. WEBS 2x4 SP No 3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing OTHERS 2x4 SP No 3(flat) REACTIONS. All bearings 3-3-4 lb) - Max Grav All reactions 250 lb or less al joinl(s) 8, 5, 6, 7 FORCES. (lb) -Max Comp /Max Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Gable requires continuous bottom chord bearing 2) Truss to be fully sheathed from one face or securely braced against lateral movement (i a diagonal web) 3) Gable studs spaced at 1-4-0 oc. 4) Recommend 2x6 slrongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 310d (0 131" X 3") nails Strongbacks to be attached to walls at their outer ends or restrained by other means This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albani PE No.39380 MiTak USA, Inc. FL Csrt $634 6904 Parke East Blvd. Tampa FL 33810 Date: March 7,2018 Q WARNING - Varify design paameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not • e truss system Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buckling of Individual truss web andlor chord members only Additional temporary and permanent bracing M iTe k" is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Inslitule, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job w Truss Truss Type Oty Ply Park Sq Hm/2718-Tuscany-A or C_TRAY T13425405 P2718AC-T F12 ROOFTRUSS 1 1 Job Reference (optional) Mid-Flonda Lumber, Bartow, FL tf 13u s Sep lb zul r MI lek lndustnes. inc Wed Mar 1 11.1 / b3 2U16 Pagel ID MnroRiMTSTo7RD4WFfNCPvzHymh-NavlvltkKYSGgnMVUTZ8?7zOV8Y613ZhWOBeN?zdKOy 0-1-8 H 11-3-0 Scale = 1 32 7 3x6 11 1x3 = 6x6 = 5x6 II 4x6 II 3x6 II 3x6 II 3x6 II 5x6 11 8x10 MT20HS = 3x6 II 1 2 3 4 5 6 22 7 23 8 24 9 10 4x6 I 6x6 = 5x6 I 4x6 I 3.6 I 3x6 3.6 II 5x6 II 6x8 = 6x8 = lx3 = 19-34 19-3-4 Plate Offsets (X,Y)- 15 0-3-0,0-0-01 LOADING (PSI) SPACING- 2-0-0 CS1. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 400 Plate Grip DOL 1 00 TC 069 Vert(LL) -0 32 14-15 >714 360 MT20 244/190 TCDL 100 Lumber DOL 1 00 BC 094 Vert(CT) -0 44 14-15 >519 240 MT20HS 187/143 BCLL 00 Rep Stress Incr NO WB 061 Horz(CT) 0.07 11 n/a n/a BCDL 50 Code FBC20171TPI2014 Matnx-S Weight 152 lb FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No 2(flat) TOP CHORD Structural wood sheathing directly applied or 5-5-7 oc purlins, BOT CHORD 2x4 SP No l(flat) except end verticals. WEBS 2x4 SP No 2(flat) *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 20-21,1-20,10-11,5-16,6-15 2x4 SP No 3(flat) REACTIONS. (lb/stze) 11=2086/0-3-8, 20=1335/0-7-8 FORCES. (lb) - Max Comp /Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-3=-2841/0, 3-4=-4937/0, 4-5=-6393/0, 5-6=-7136/0, 6-7=-7335/0, 7-8=-6586/0, 8-9=4190/0 BOT CHORD 19-20=0/1629, 18-19=0/4042, 17-18=0/5792, 16-17=017136, 15-16=017136, 14-15=0/7136, 13-14=017373. 12-13=0/5788, 11-12=0/2565 WEBS 9-11 =- 3266/0, 2-20=-2055/0, 9-12=0/2150, 2-19=0/1604, 8-12=-2115/0, 3-19=-1589/0, 8-13=0/ 1056, 3-18=0/1185, 7-13=-1042/0, 4-18=1131/0. 7-14=-325/346, 4-17=0/926, 6-14=-379/ 643, 5-17=-1202/0, 5-16=90/504, 6-15=-484/107 NOTES- 1) Unbalanced floor live loads have been considered for this design 2) All plates are MT20 plates unless otherwise indicated 3) Bearing at joint(s) 20 considers parallel to grain value using ANSI/TPI 1 angle to grain formula Building designer should verify capacity of bearing surface 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1Od (0 131" X 3") nails Strongbacks to be attached to walls at their outer ends or restrained by other means 5) CAUTION, Do not erect truss backwards 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 272 lb down at 11-9-0. 354 lb This item has been down at 13- 9-0, and 354 lb down at 15-9-0, and 354 lb down at 17-9-0 on top chord The design/selection of such connection electronically signed and device(s) is the responsibility of others sealed b Albani, Thomas, PE y 7) IntheLOADCASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B) using a Digital Signature LOAD CASE(S) Standard Printed copies of this 1) Dead +Floor Live (balanced) Lumber Increase=1.00, Plate Increase=1.00 document are not considered Uniform Loads (plf) signed and sealed and the Vert 11-20=- 10,1-10=-100 signature must be verified Concentrated Loads (lb) Vert 9=-354( F) 22=-272(F) 23=-354(F) 24=-354(F) on any, electronic copies. Thomas A. Albani PE No.39380 Ili USA, Inc. FL CNit 6634 6904 Parks East Blvd, Tampa FL 33610 Date: March 7, 2018 Q WARNING - Vanly design parameter and READ NOTES ON TINS AND INCLUDED MI TEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not• a truss system Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k• is always requiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamageForgeneralguidanceregardingthefabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPll Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandna, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq HnV2718-Tuscany-A or C_TRAY T13425406 P2718AC-T FT1 SPECIAL 1 nL Job Reference (optional) Mid-Flonda Lumber, Bartow, FL 8 130 s Sep 15 2017 MiTek Industries, Inc Wed Mar 7 11 18 09 2018 Page 1 ID MnroRiMTSTo7RD4WFfNCPvzHymh-vft4GD4mZST?IEaaQgsueVdjJaOV2Gg1Cl3Ux4zdK01 i 3-0-14 6-M 8-10-3 11-8-5 14-6-8 17-5-10 20E-8 3-0-14 2-11-2 2-10-3 2-10-3 2-10-3 2-11-2 31-14 THIS TRUSS IS NOT SYMMETRIC PROPER ORIENTATION IS ESSENTIAL 3x4 I 6x12 = 1 5x4 II 3x8 = 1 2 17 18 3 19 20 4 il Scale = 1 34 8 5x5 = 1 5x4 11 6x8 = 2x4 II 5 21 6 22 7 8 16 -- LJ -- L4 1J -- Lti -- L/ La -- L`J g 4x8 = 2x4 11 7x8 = 8x10 MT20HS - 3x4 = 6x8 = 2x4 11 4x6 i 3-0-14 6-0-0 8-10-3 11A-5 146-8 17-5-10 20-6-8 LOADING (psf) TCLL 400 TCDL 100 BCLL 00 BCDL 50 SPACING- 2-0-0 Plate Grip DOL 100 Lumber DOL 1 00 Rep Stress Incr NO Code FBC2017(TPI2014 CSI. TC 083 BC 083 WB 0.73 Matrix -MS ' DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/defl L/d 0 49 12-13 >494 360 0 72 12-13 >336 240 007 9 n/a n/a PLATES MT20 MT20HS Weight 226 lb GRIP 244/190 187/143 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP DSS 'Except' TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins, 5-8 2x4 SP No 2 except end verticals BOT CHORD 2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing WEBS 2x4 SP No 3 *Except* 2-16,7-11,2-14,7-9 2x4 SP No 2 REACTIONS. (lb/size) 16=3377/0-7-4, 9=1890/0-7-4 Max Uplift 16=-489(LC 4), 9=-251(LC 5) Max Grav 16=3377(LC 1). 9=1975(LC 2) FORCES. (lb) - Max Comp /Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 1-16=420171, 1-2=530/78, 2-3=-13732/1973, 3-4=13202/1893, 4-5=-11578/1568, 5-6=8719/1148, 6-7=-8764/1164, 7-8=-275/37 BOT CHORD 15-16=1269/8802, 14-15=-1269/8802, 13-14=-1870/13452, 12-13=-1870/13452, 11-12=-1552/11453, 10-11=-685/5294, 9-10=685/5294 WEBS 2-16=-8704/1253, 3-14=-1637/257, 4-14=-842/0, 4-13=-40/520, 4-12=-1977/359, 5-12=-116/832. 5-11=-3089/464, 7-11=-499/3659, 2-14=-741/5140, 7-10=2/345, 7-9=5281 /682 NOTES- Continued on page 2 1) 2-ply truss to be connected together with 10d (0 131"x3") nails as follows. Top chords connected as follows 2x4 - 1 row at 0-7-0 oc Bottom chords connected as follows 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 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 This item has been ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated electronically signed and3) Wind ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3 Opsf, h=15ft, B=45ft, L=24ft, eave=4ft, Cat sealed b Albanl, Thomas, PEy11, Exp B, Encl , GCpi=O 18, MWFRS (directional), Lumber DOL=1 60 plate grip DOL=1 60 4) Provide adequate drainage to prevent water ponding using a Digital Signature. 5) All plates are MT20 plates unless otherwise indicated Printed copies of this 6) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads document are not considered 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 signed and sealed and the will fit between the bottom chord and any other members signature must be verified8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 489 lb uplift at joint 16 and 251 lb uplift at joint 9 on any, electronic copies. 9) Girder carries tie-in span(s) 5-0-0 from 0-0-0 to 5-0-0 Thomas A. Alban! PE No.393 0 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 33 Ito down and 93 lb up at MiTek USA, Inc. FL Cart $634 3-3-4, 9 lb down and 41 lb up at 5-0-0, and 860 lb down and 124 Ito up at 6-0-0, and 412 lb down and 60 lb up at 5-0-12 on top 6904 Parke East Blvd, Tampa FL 33610 Chord, and 54 lb down at 3-3-4, 22 lb down at 5-0-0, 333 lb down and 96 lb up at 6-0-12, 147 lb down at 6-9-0, 147 lb down at Date: 8-5-8, 147 lb down at 10-5-8, 147 lb down at 12-5-8, 147 lb down at 14-5-8, and 147 lb down at 16-5-8, and 147 lb down at March 7,2 18 18-5-8 on bottom chord The design/selection of such connection device(s) is the responsibility of others Q WARNING - Verity design parameters and READ NOTES ON THS AND INCLUDED eOTEK REFERENCE PAGE 11111-7473 rev 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not • a truss system Before use, the building designer must vent' the applicability of design parameters and properly incorporate this design Into the overall Nil building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB49 and BCSI Building Component 6904 Parke Fast Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandra, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq Hm12718-Tuscany-A or C_TRAY T13425406 P2718AC-T FT1 SPECIAL 1 2 Job Reference (optional) Mid-Flonda Lumber, Bartow, FL 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Mar 7 11 18 09 2018 Page 2 ID MnroRIMTSTo7RD4WFfNCPvzHymh-vft4GD4mZST9lEaaQgsueVdtJa0V2GgiCt3Ux4zdK0i LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) Lumber Increase=1 00, Plate Increase=1 00 Uniform Loads (plf) Vert 1-17=-290, 17-19=-224,8-19=-100, 9-16=-10 Concentrated Loads (lb) Vert9=-13 2=-22(F) 3=-860 14=-333(F) 11=-33(F) 15=54(F) 17=-418(F=-6) 23=-22(F) 24=-33(F) 25=33(F) 26=-33(F) 27=-33(F) 28=33(F) 29=-33(F) r- - Q WARNING - Verify design paramerem and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE Design valid for use only with MITek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verity the applicability of design parameters and property incorporate this design Into the overall tog• building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing MITek• isalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamageForgeneralguidanceregardingthefabrication, storage, delivery, erection and bracing of trusses and truss systems, set ANSVTP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq HrrV2718-Tuscany-A or C_TRAY T13425407 P2718AC-T FT2 SPECIAL 1 3 Job Reference (optional) Mid -Florida Lumber, Bartow, FL 8.130 s Sep 15 2017 MiTek Industries, Inc Wed Mar 7 11 18 10 201E Page 1 ID MnroRiMTSTo7RD4WFfNCPvzHymh-NrRSTZ4OKmcsM09m_XN7B1As9_LLngvBQXp2TWzdKOh i 1-11-1 3-8-6 5-5-12 7-0-12 9-3-12 11-2-12 13-0-1 14-96 16 1-11-1 1-9-5 1-9-0 1-11-0 1-11-0 1-11-0 1-9-5 1-9-5 1-11-2 Scale = 1 28 4 THIS TRUSS IS NOT SYMMETRIC PROPER ORIENTATION IS ESSENTIAL 3.4 II 012 = 1 5x4 II 4x10 = 1 5x4 II 4x10 = 15.4 II 4x10 = 1 5x4 II q 1 21 2 3 4 53x4 = 6 7 8 9 22 10 Y 20 2x4 II 5x14 = 2x4 II 3x4 = 010 = 2x4 II 010 = 2x4 II 11 08 = 04 = 1-11-1 3Ab 5 7- -12 9-3-12 11-2-12 13-0-1 14-912 1-11-1 I 1-9$ 1-11-0 1-11-0 1-11-0 1-9-5 1-9-5 1-11-2 i Plate Offsets (X Y)— f2 0-3-12 0-1-81 LOADING (par) SPACING- 1-4-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 400 Plate Grip DOL 100 TIC 0.95 Vert(LL) -0 40 16 >497 360 MT20 244/190 TCDL 100 Lumber DOL 1.00 BC 092 Vert(CT) -0 54 16 >362 240 BCLL 00 Rep Stress Incr NO WB 092 Horz(CT) 007 11 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix -MS Weight. 283 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 1 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x6 SP DSS except end verticals WEBS 2x4 SP No 3 *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except 2-20,4-18,2-18,9-11,9-13,7-13. 2x4 SP No 2 2-2-0 oc bracing. 17-18,16-17. REACTIONS. (lb/size) 20=6927/0-8-0, 11=2978/Mechanical Max Uplift 20=-1023(LC 4), 11=-429(LC 5) FORCES. (lb) - Max Comp /Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 1-20=-633/101, 1-2=-607/90, 2-3=-19965/2921, 3-4=-19965/2921, 4-5=-23748/3435, 5-6=18793/2708,6-7=-18793/2708,7-8=9640/1389,8-9=-9640/1389,9-10=-252/37 BOT CHORD 19-20=-1674/11376, 18-19=1674/11376, 17-18=-4009/27560, 16-17=-4009/27560, 15-16=-3435/23748, 14-15=-2162/14998, 13-14=-2162/14998, 12-13=-749/5193, 11-12=-749/5193 WEBS 4-17=-401/67, 7-14=-92/701, 5-16=333/2284, 4-16=-4262/643, 7-15=-624/4242, 5-15=-5541/821,3-18=-1004/165,2-20=-12236/1799,4-18=-8625/1238,2-18=1417/9759, 9-11 =-5610/809, 9-13=-728/5054, 7-13=-6089/880 NOTES- 1) 3-ply truss to be connected together with 10d (0 131"x3") nails as follows Top chords connected as follows 2x4 - 1 row at 0-4-0 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) WindASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h=15ft; B=45ft, L=2411, eave=4ft, Cat. II, Exp B, Encl , GCpi=O 18, MWFRS (directional), Lumber DOL=1.60 plate grip DOL=1 60 4) Provide adequate drainage to prevent water ponding 5) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 6) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1023 lb uplift at joint 20 and 429 lb uplift at joint 11 9) Girder carries tie-in span(s) 16-8-0 from 0-0-0 to 5-7-8 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 5926 lb down and 856 lb up at 5- 5-12 on top chord The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard This item has been electronically signed and sealed by Albans, Thomas, PE using a Digital Signature Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic coppies. Thomas A. Albani PE No.383E0 MiTek USA, Inc. FL Csrt 6634 9904 Parks East Blvd, Tampa FL 33810 Date: March 7,2018 onunueu on page z WARNING - Verify design pammefem and READ NOTES ON TNS AND INCLUDED MITEK REFERENCE PAGE 11,111-7473 cw. 10103/2015 BEFORE USE Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not Nil' trusssystemBeforeuse, the building designer must venty the applrc bility of design parameters and properly incorporate this design into the overall building design Bracing Indicated is to prevent buckling or individual truss web and/or chord members only Additional temporary and permanent bracing MiTek' ISalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryendpropertydamageForgeneralguidanceregardingthefabrication, storage, delivery, erection and bracing or trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information avallable from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq HM2718-Tuscany-A or C_TRAY T13125407 P2718AC-T FT2 SPECIAL 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL 8 130 s Sep 15 2017 MiTek Industries, Inc Wed Mar 7 11 18 11 2018 Page 2 ID MnroRiMTSTo7RD4WFfNCPvzHymh-sl?ghv5053kLYkyYFuMpMlvOhaW79KfBYb?WdKOg LOAD CASE(S) Standard 1) Dead + Roof Live (balanced), Lumber Increase=l 00, Plate Increase=l 00 Uniform Loads (plf) Vert 1-4=587, 4-10=-67, 11-20=-7 Concentrated Loads (lb) Vert 4=-5926 Q WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not • a truss system Before use, the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing M iTek' is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPIl Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312. Alexandria. VA 22314 Tampa, FL 36610 Job Truss Truss Type Qy Ply Park Sq Hm/2718 Tuscany -A or C_TRAY T13425408 P2718AC-T FT3 SPECIAL 1 2 Job Reference (optional) Mid-Flonda Lumber, Bartow, FL 8.130 s Sep 15 2017 MiTek Industnes, Inc Wed Mar 7 11 18 12 2018 Page 1 ID MnroRiMTSTo7RD4WFfNCPvzHymh-KEZCuF6esNsachl95yPbG8FMbo9FFgdUurl8YPzdKOf 3-6-12 5-10-12 7-7-0 9-5 i 1-1" ' 1-8-8 2-4-0 1-8-8 1-10-0 Scale = 1 17 6 1 3x4 = 1 5x4 I I 3x8 = 2 3 THIS TRUSS IS NOT SYMMETRIC PROPER ORIENTATION IS ESSENTIAL. 4 4x4 = 15 5x4 I 3x64 = 12x4 11 3x6 3x4 11 Plate Offsets (X,Y)- 18.0-2-12,0-4-8] 19:0-1-12,0-1-8] LOADING (psf) SPACING- 1-0-0 CSI. DEFL. in floc) UdeO Ud PLATES GRIP TCLL 400 Plate Grip DOL 1 00 TC 031 Vert(LL) -0 01 10 >999 360 MT20 2441190 TCDL 100 Lumber DOL 1 00 BC 045 Vert(CT) -0 01 7-8 >999 240 BCLL 00 Rep Stress Incr NO WB 0.52 Horz(CT) 000 9 n/a n/a BCDL 50 Code FBC2017/TPI2014 Matrix -MS Weight 107 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x6 SP No 2 except end verticals WEBS 2x4 SP No 3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing REACTIONS. (Iblsize) 12=482/0-4-8, 7=1417/0-4-8, 9=5226/0-3-8 Max Uplift 12=-45(LC 4), 7=-291(LC 5). 9=-1184(LC 5) Max Grav 12=661(LC 2), 7=1594(LC 2), 9=5675(LC 2) FORCES. (Ib) - Max Comp /Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 1-12=-436/18, 1-2=734118, 2-3=-734/18, 3-4=-66/554, 4-5=-13501300, 5-6=-1350/300, 6-7=-779/ 169 BOT CHORD 10- 11=121/789, 9-10=-121/789, 8-9=-554/66 WEBS 1-11=- 18/785, 3-10=-51/621, 3-9=-1383/36, 4-9=-1343/247, 6-8=-309/1327, 4-8=405/ 2183 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 0-4-0 oc Webs connected as follows 2x4 - 1 row at 0-9-0 oc 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated 3) Wind ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3 Opsf, h=15ft, B=45fl, L=24ft, eave=oft, Cat 11, Exp B, Encl., GCpi=O 18, MWFRS (directional), Lumber DOL=1 60 plate grip DOL=1 60 4) Provide adequate drainage to prevent water ponding This item has been 5) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads electronically signed and 6) ' This trusshasbeendesignedforaliveloadof20Opsfonthebottomchordinallareaswherearectangle3-6-0 tall by 2-0-0 wide sealed b Albani, Thomas, PE y will fitbetweenthebottomchordandanyothermembers7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 45 lb uplift at joint 12, 291 lb uplift at using a Digital Signature. joint 7 and 1184 Ib uplift at joint 9 Printed copies of this 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 354 Ib down at 1-7-4, 354 Ib document are not considered down at 3- 7-4, 758 Ib down at 4-5-4, 354 lb down at 5-7-4, 2971 Ito down and 801 lb up at 5-10-12, 1352 to down and 339 Ib up at signed and sealed and the 7-3-8, 291 Ib down at 7-7-4, 1694 lb down and 261 lb up at 8-3-8, and 198 Ib down and 29 to up at 2-5-4, and 198 to down and 29 signature must be verified lb up at0-1-12 on bottom chord The design/selection of such connection device(s) is the responsibility of others on any, electronic copies. LOAD CASE(S) Standard Thomas a Albani PE No.393e0 1) Dead + Roof Live (balanced): Lumber Increase=l 00, Plate Increase=1.00 MiTak USA, Inc. FL Cart 6634 Uniform Loads (pU) 6904 Parke East Blvd. Tampa FL 33610 Vert 1-6= 50, 7-12=-5 Date: March 7,2018 Continued on page 2 Q WARNING - Vrlfy daslpn paramrrlirs and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters Shawn, and is for an individual building component, not • a truss system Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing M iTek• is always requiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamageForgeneralguidanceregardingthefabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandra, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hm/2718-Tuscany-A or C_TRAY T13425408 P2718AC-T FT3 SPECIAL 1 2 Job Reference (optional) Mid-Flonda Lumber, Bartow, FL 8 130 s Sep 15 2017 MiTek Industries, Inc Wed Mar 7 11.18 12 2018 Page 2 ID MnroRiMTSTo7RD4WFfNCPvzHymh-KEZCuF6esNsachl95yPbG8FMbo9FFgdUurl8YPzdKOf LOAD CASE(S) Standard Concentrated Loads (Ib) Vert 12=198(8) 11=89(F) 10=-89(F) 9=3061(F=-89, B=-2971) 8=75(F) 13=-198(B) 14=-198(B) 15=-1293(B) 16=-1420(B) Q WARNING - Varlfy daslgn par uneta and READ NOTES ON TWS AND INCLUDED MITEK REFERENCE PAGE 114II.7473 ray. 14110312015 BEFORE USE. Design valid for use only with MiTeM connectors This design is based only upon parameters shown, and is for an individual building component, not Nil' truss system Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing M iTe k' is always required for stability and to prevent collapse wdh possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPI1 Ouailty Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suds 312. Aiexandna, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq HnV2718-Tuscany-A or C_TRAY T13425409 P2718AC-T FT4 SPECIAL 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL 15x4 II 8 130 s Sep 15 2017 MiTek Industries, Inc Wed Mar 7 11 18-13 2018 Page 1 ID MnroRiMTSTo7RD4WFfNCPvzHymh-oQ7a6b7Hdh_RDrtLfgwgpLoVBCb7_F_d7V114rzdKOe 3-3-4 3-3-4 3x4 = 2 1 5x4 II 3x4 = Scale = 1 9 4 LOADING (psf) SPACING- 1-0-0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 400 Plate Grip DOL 100 TC 039 Vert(LL) -0 00 3-4 >999 360 MT20 244/190 TCDL 100 Lumber DOL 100 BC 002 Vert(CT) -0 00 3-4 >999 240 BCLL 00 Rep Stress Incr NO WB 0 00 Horz(CT) -0 00 3 n/a n/a BCDL 50 Code FBC2017/TPI2014 Matrix -MP Weight 32 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 3-3-4 oc purlins, BOT CHORD 2x4 SP No 2 except end verticals WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. (lb/size) 4=338/0-7-4, 3=338/Mechanical Max Uplift 4=-50(LC 4), 3=-50(LC 4) FORCES. (lb) - Max. Comp /Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 1-4=-331/54, 2-3=-331/54 NOTES- 1) 2-ply truss to be connected together with 1Gd (0.131"x3") nails as follows Top chords connected as follows 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows 2x4 - 1 row at 0-9-0 oc Webs connected as follows 2x4 - 1 row at 0-9-0 oc 2) All loads are considered equally applied to all plies, except If noted as front (F) or back (B) face in the LOAD CASE(S) section Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated 3) Wind ASCE 7-10, Vuh=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3 Opsf, h=15ft, B=45ft, L=24ft, eave=4ft, Cat 11; Exp B, Eric[, GCpi=O 18, MWFRS (directional), Lumber DOL=1.60 plate grip DOL=1 60 4) Provide adequate drainage to prevent water ponding 5) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrenl with any other live loads 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 7) Refer to girder(s) for truss to truss connections 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 50 lb uplift at joint 4 and 50 lb uplift at joint 3 This item has been 9) Girder carries tie-in span(s) 3-0-0 from 0-0-0 to 3-3-4 electronically signed and LOAD CASE(S) Standard sealed by Albans, Thomas, PE 1) Dead + Roof Live (balanced) Lumber Increase=1.00, Plate Increase=1.00 using a Digital Signature. Uniform Loads (plf) Printed copies of this Vert 1-2=222, 3-4=-5 document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 69D4 Parke East Blvd. Tampa FL 33810 Date: March 7,2018 WARNING - Varify d-ign paramatan and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 — 10/0312015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an mdrMMual 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 Duilding design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing M iTe k• is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Aiexandna, VA 22314 Tampa, FL 36610 Job ` Truss Truss Type Qty Ply Park Sq Hm/2718-Tuscany-A or C_TRAY T13425410 P2718AC-T G1 MONO HIP 1 1 Job Reference (optional) Mid-Flonda Lumber, Bartow, FL 8.130 s Sep 15 2017 MiTek Industries, Inc Wed Mar 7 11.18:14 2018 Page 1 ID: MnroRiMTSTo7RD4 WFfNCPvzHymh-GchzJx7v0_6Hr7SXDN S3LZLXrboXjeYnL9nFcHzdKOd 1-0-0 6-2-11 9-4-0 1-0-0 6-2-11 3-1-5 Scale = 1 25 8 4x4 = 3 4 6x6 11 3x4 = 10 8 4x4 = 5x6 MT20HS I I 3.4 II LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20 0 Plate Grip DOL 1 25 TC 097 TCDL 100 Lumber DOL 1 25 BC 059 BCLL 00 Rep Stress Incr YES WB 030 BCDL 100 Code FBC2017frP12014 Matnx-MS LUMBER - TOP CHORD 2x4 SP No 2 BOT CHORD 2x4 SP No 2 WEBS 2x4 SP No 3 OTHERS 2x4 SP No 3 REACTIONS. lb/size) 8=438/0-8-0, 10=337/0-1-8 Max Horz 8=143(LC 12) Max Uplift 8=-120(LC 12), 10=-129(LC 12) Max Grav 8=451(LC 17). 10=420(LC 17) FORCES. (lb) - Max Comp /Max Ten. - All forces 250 (Ib) or less except when shown TOP CHORD 2-3=-267/54, 6-9=-143/252, 4-9=-143/252, 2-8=350/246 BOT CHORD 7-8=-541/479 WEBS 2-7=-328/419, 4-10=-425/253 4 Id DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) 0.14 7-8 >780 240 MT20 244/190 Vert(CT) -0 22 7-8 >493 180 MT20HS 187/143 Horz(CT) -0 00 10 n/a n/a Weight: 56 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-2-11 oc bracing NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3 Opsf; h=15ft; B=45ft. L=24ft; eave=4ft, Cat. 11, Exp B, Part Encl , GCpi=O 55, MWFRS (directional) and C-C Extenor(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-2-11, Exterlor(2) 6-2-11 to 8-10-12 zone,C-C for members and forces 6 MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding 4) All plates are MT20 plates unless otherwise indicated 5) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 6) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10 Opsf 7) Bearing at joint(s) 10 considers parallel to grain value using ANSIfrPI 1 angle to grain formula Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 10 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 120 lb uplift at joint 8 and 129 lb uplift at joint 10 This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albani PE No.39380 III USA; Inc. FL Cart 6634 6904 Parks East Blvd. Tampa FL 33810 Date: March 7,2018 Q WARNING - Verify design paramalen and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 — 1010312015 BEFORE USE. Design valid for use only with Wake, connectors This design is based only upon parameters shown, and is for an individual building component, not • a truss system Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall all building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing WOWalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamageForgeneralguidanceregardingthe fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrTPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hm/2718-Tuscany-A or C_TRAY T13425411 P2718AC-T G2 MONO HIP i 1 Job Reference o tional Mid-Flonda Lumber, Bartow, FL 8 130 s Sep 15 2017 MiTek Industnes, Inc Wed Mar 7 11 18 15 2018 Page 1 ID MnroRIMTSTo7RD4WFfNCPvzHymh-kpFLXH8X91E8T91kn4zlumg176VS5iwapWp8tzdKOc i -1-0-0 4-10-11 94-0 1-0-0 4-10-11 45-5 44 = 13 4 6x6 II Scale = 1 22 3 8 4x4 = 5x6 MT20HS I I 3x4 11 i 4-10-11 94-0 i 4-10-11 4-5-5 Plate Offsets (X Y)— 2 0-1-0 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl Ud PLATES GRIP TCLL 200 Plate Grip DOL 1 25 TC 094 Vert(LL) 015 7-8 >743 240 MT20 244/190 TCDL 100 Lumber DOL 1 25 BC 067 Vert(CT) -0.21 7-8 >517 180 MT20HS 187/143 BCLL 00 Rep Stress Incr YES WB 0 31 Horz(CT) -0 00 10 n/a n/a BCDL 100 Code FBC2017/TPI2014 Matrix -MS Weight 51 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No 2 except end verticals WEBS 2x4 SP No 3 BOT CHORD Rigid ceiling directly applied or 8-1-7 oc bracing OTHERS 2x4 SP No 3 REACTIONS. (lb/size) 8=438/0-8-0, 10=337/0-1-8 Max Horz 8=117(LC 12) Max Uplift 8=-130(LC 12), 10=119(LC 12) Max Grav 8=438(LC 17). 10=349(LC 17) FORCES. (lb) - Max Comp /Max Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2-3=-293/108, 2-8=-339/253 BOT CHORD 7-8=-421/346 WEBS 2-7=-162/277.4-10=-355/251 NOTES- 1) Wind ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3 Opsf, h=15ft, B=45ft, L=24ft, eave=oft, Cat II; Exp B, Part. Encl , GCpi=0.55, MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-10-11, Extenor(2) 4-10-11 to 8-10-12 zone,C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1 60 plate grip DOL=1 60 2) Provide adequate drainage to prevent water ponding 3) All plates are MT20 plates unless otherwise indicated 4) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 5) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 6) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula Building designer should verify This Item has been capacity of bearing surface. electronically Signed and 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 10 sealed by Albani, Thomas, PE8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 130lb uplift at joint 8 and 119 Ito uplift at Digital Signature. joint 10. using a Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albani PE No.39380 MiTsk USA, Inc. FL Cart 9634 904 Parka East Blvd. Tampa FL 33610 Date: March 7,2018 Q WARNING - V ffy daslgn panmann and READ NOTES ON THS AND INCLUDED WTEK REFERENCE PAGE Mll-7473 raw. fON312015 BEFORE USE Design valid for use only with MITek® connectors This design is based only upon parameters shown, and is for an individual building component, not • a truss system Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design Braung indicated Is to prevent buckling of individual buss 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, dellvery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-09 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandna, VA 22314 Tampa, FL 36610 IN Job Truss Truss Type Oty Ply Park Sq Hm/2718-Tuscany-A or C_TRAY T13425412 P2718AC-T G3 COMMON 1 1 Job Reference (optional) Mid-Flonda Lumber, Bartow, FL 8 130 s Sep 15 2017 MiTek Industries, Inc Wed Mar 7 11:18 15 2018 Page t ID. MnroRi MTSTo7 RD4 WFfNCPvzHymh-kpF LXH8X91 EBT91 kn4zlumtsy'?DuS7Awap Wp8jzdKOc 1-0-0 5-M 9A-0 1-0-0 5-M 4-0-0 LOADING (psf) SPACING- 2-0-0 TCLL 20 0 Plate Grip DOL 1 25 TCDL 100 Lumber DOL 1 25 BCLL 0.0 Rep Stress Incr YES BCDL 100 Code FBC2017/TPI2014 4x4 = 5-M 9-0-0 5-041 4-4-0 CSI. DEFL. in loc) I/defl L/d TC 037 Vert(LL) 0 02 7-8 999 240 BC 019 Vert(CT) 0 04 7-8 999 180 WB 0 15 Horz(CT) 000 10 n/a n/a Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No 3 REACTIONS. (lb/size) 8=438/0-8-0, 10=337/0-1-8 Max Horz 8=-49(LC 10) Max Uplift 8=-149(LC 12), 10=101(1-13 12) FORCES. (lb) - Max Comp /Max Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-381/225, 3-4=-362/220, 2-8=-388/320 WEBS 4-10=-370/218 Scale 12"=1' PLATES GRIP MT20 244/190 Weight 52 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) Vasd=108mph; TCDL=4 2psf; BCDL=3 Opsf, h=15ft, B=45ft; L=24ft, eave=4ft, Cat 11, Exp B; Part Encl , GCpi=O 55, MWFRS (directional) and C-C Extenor(2) -1-0-0 to 2-0-0, Intenor(1) 2-0-0 to 5-0-0, Exterior(2) 5-0-0, to 8-0-0 zone,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 psi bottom chord live load nonconcurrent with any other live loads 4) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-&-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 5) Bearing at joini(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula Building designer should verify Capacity of bearing surface 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 10 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 149 lb uplift at joint 8 and 101 lb uplift at joint 10. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albani PE No.39380 MiTak USA, Inc. FL Cut 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 7.2018 WARNING - Vardy design p—mitten and READ NOTES ON TINS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE Design valid for use only with MiTek4e connectors This design is based only upon parameters shown, and is for an individual building component, not pal' truss system Before use, the building designer must verify the appiiwbility, of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing M iTek• is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB419 and BCSI Building Component 6904 Parka East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Afexandna, VA 22314 Tampa, FL 36610 Job Truss Truss Type city Ply Park Sq Hm/2718-Tuscany-A or C_TRAY T13425413 P2718AC-T Crl HIP 1 1 Job Reference (optional) Mia-I-lonaa Lumber, Bartow. FL 6 13U s Sep it) ZU1 I Mi I eK industries, Inc vvea Mar 111 1 d 1t) ZUIb rage 1 ID MnroRIMTSTo7RD4WFfNCPvzHymh-C?o/kd99wcM74JcwKoUXQ_QzXPWBBaC3pTGMhAzdKOb 24-0 4-M 3-M 1-M 4x8 = 6 00 12 2 13 14 3 4x 4x4 = 6 3x4 II Scale = 1 20 2 Plate Offsets (X Y)— 12 0-5-0 0-2-01 14-0-2-0 0-1-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 200 Plate Grip DOL 1 25 TC 0.64 Vert(LL) 005 7-8 999 240 MT20 244/190 TCDL 100 Lumber DOL 1 25 BC 0.45 Vert(CT) 0 07 7-8 999 180 BCLL 00 Rep Stress Incr NO WB 0 16 Horz(CT) 001 6 n/a n/a BCDL 100 Code FBC2017/TPI2014 Matrix -MS Weight 46 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 OTHERS 2x4 SP No 3 REACTIONS. (lb/size) 6=475/0-8-0, 12=379/0-1-8 Max Horz 12=-43(LC 8) Max Uplift 6=-232(LC 8). 12=-185(LC 8) Max Grav 6=475(LC 18), 12=379(LC 1) FORCES. (lb) - Max Comp /Max Ten - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-395/218, 2-3=-348/228, 3-4=-458/246, 4-6=-397/216 BOT CHORD B-9=-141/310, 7-8=-138/309, 6-7=-169/347 WEBS 1-12=-421/206 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph. TCDL=4 2psf, BCDL=3 Opsf, h=15ft, B=45ft, L=24ft, eave=4ft, Cat II, Exp B, Part Encl , GCpi=0.55, MWFRS (directional), Lumber DOL=1 60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding 4) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 5) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 6) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 12 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 232 lb uplift at joint 6 and 185 lb uplift at joint 12. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 56 lb down and 167 lb up at 2-4-0, and 9 lb down and 76 lb up at 4-4-0, and 65 lb down and 182 lb up at 6-4-0 on top chord, and 18 lb down and 27 lb up at 2-4-0, and 12 lb down and 13 lb up at 4-4-0, and 26 lb down and 29 lb up at 6-3-4 on bottom chord The design/selection of such connection device(s) is the responsibility of others 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B) LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=l 25, Plate Increase=l 25 Uniform Loads (plf) Vert 1-2=-60, 2-3=-60, 3-4=-60, 4-5=-60, 6-10=-20 This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albani PE No.39360 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blyd. Tampa FL 33610 Date: March 7,2018 ontinuea on page 2 Q WARNING - Varlfy cl-Ign jo.—fan and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 ray. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an Individual building component, not lei' truss system Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSITfPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Sq Hm/2718-Tuscany-A or C_TRAYPafk T13425413 P2718AC-T G4 HIP 1 1 Job Reference (optional) Mid-Flonda Lumber, Bartow, FL- 8 130 s Sep 15 2017 Mil ek Industries, Inc. Wed Mar 7 11.18 16 ZU18 Page 2 ID MnroRiMTSTo7RD4WFfNCPvzHymh-C?ojkd99wcM?4JcwKoUXQ_QzXPWBBaC3pTGMhAzdKOb LOAD CASE(S) Standard Concentrated Loads (Ib) Vert 2=-11(F) 3=18(1`) 8=-18(F) 7=-14(F) 14=-9(F) 15=-8(F) Q WARNING - Varlfy design paramafan and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE MI1-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTekm connectors. This design is based only upon parameters shown, and is for an individual budding component, not • a truss system Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing Mire 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 ANSVTPl1 Quality Crlterla, DSB49 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312. Alexandra, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hm/2718-Tuscany-A or C TRAY T13425414 P2718AC-T H1 MONO HIP i 1 Job Reference (optional) Mid-Flonda Lumber, Bartow, FL. 8 130 s Sep 15 2017 MiTek Industries, Inc Wed Mar 7 11 18 17 2018 Page 1 ID MnroRiMTSTo7RD4WFfNCPvzHymh-gBM5xyAnhvUsiTB6uV?mzBz9Wppww2uD17?vDczdKOa i 7-0-0 1-0-0 5-M 2'% I50 3x4 = 4x4 = 1 5x4 I 4 Scale = 1 20 0 1 5x4 11 5-0-0 725-0-0 2-0-0H Plate Offsets (X,Y)-- 2 0-0-4 Edge] LOADING (psp SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl Ud PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0 18 6-9 460 240 MT20 244/190 TCDL 100 Lumber DOL 1 25 BC 063 Vert(CT) 0 38 6-9 219 180 BCLL 0.0 Rep Stress Incr NO WB 007 Horz(CT) 001 2 n/a n/a BCDL 100 Code FBC20171TPI2014 Matrix -MP Weight 30 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD BOT CHORD 2x4 SP DSS WEBS 2x4 SP No 3 BOT CHORD REACTIONS. (lb/size) 5=407/Mechanical, 2=388/0-3-8 Max Horz 2=109(LC 8) Max Uplift 5=-119(LC 8), 2=-111(LC 8) FORCES. (lb) - Max Comp /Max Ten - All forces 250 (lb) or less except when shown. WEBS 3-6=-326/164 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3 Opsf, h=25ft, B=45ft, L=24ft, eave=4ft, Cat II, Exp B, Encl , GCpi=O 18, MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1 60 3) Provide adequate drainage to prevent water ponding 4) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 119 lb uplift at joint 5 and 111 lb uplift at joint 2 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 170 lb down and 181 lb up at 5-0-0 on top chord, and 86 lb down at 5-0-0 on bottom chord The design/selection of such connection device(s) is the responsibility of others 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (6) LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) Lumber Increase=l 25, Plate Increase=1 25 Uniform Loads (plf) Vert. 1-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert 3=-123(B)6=-64(B) This Item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A Albani PE No.39380 MiTak USA, Inc. FL Cart 6634 6904 Parka East Blvd. Tampa FL 33610 Date: March 7,2018 Q WARNING - Verify design p.—I and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual budding component, not• a truss system Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall budding design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing M iTek' is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of Irusses and truss systems, see ANSVTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 L11 Truss Truss Type Oty Ply Park Sq HnV2718-Tuscany-A or C_TRAYT13425415rP271J38AC-T JACK 3 1 Job Reference (optional) Mid-Flonda Lumber, Bartow, FL 8 130 s Sep 15 2017 MiTek Industnes, Inc Wed Mar 7 11 18 18 2018 Page 1 ID MnroRiMTSTo7RD4WFfNCPvzHymh-8owT91BPRDcjKcmISDW?WPVP4DGPM/DMGnIT12zdKOZ 1-M 3-M Scale = 1 15 7 2x4 II 3-M 3-M LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udefl Ud PLATES GRIP TCLL 200 Plate Grip DOL 1 25 TC 025 Vert(LL) 0.01 4-5 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1 25 BC 014 Vert(CT) -0 01 4-5 >999 180 BCLL 00 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 100 Code FBC2017/TPI2014 Matrix -MR Weight 12 lb FT = 20W LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, BOT CHORD 20 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=195/0-8-0, 3=69/Mechanical, 4=28/Mechanical Max Horz 5=78(LC 12) Max Uplift 5=-47(LC 12), 3=-54(LC 12), 4=5(1_C 12) Max Grav 5=195(LC 1), 3=85(LC 17), 4=52(LC 3) FORCES. (lb) - Max Comp /Max Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind ASCE 7-10, Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3 Opsf, h=15ft, B=45ft; L=24ft; eave=4ft, Cat II, Exp B; Part Encl , GCpi=O 55; MWFRS (directional) and C-C Extenor(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 2-11-4 zone,C-C for members and forces S 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 47 lb uplift at joint 5, 54 Ito uplift at joint 3 and 5 lb uplift at joint 4 This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albani PE No.393 0 MiTak USA, Inc. FL Cant $634 904 Parke East Blvd. Tampa FL 33810 Date: March 7,2018 WARNING - Vr/fy design parameters and READ NOTES ON THS AND INCLUDED NTEK REFERENCE PAGE Ml1.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors This design is based only upon parameters shown, and Is for an individual building component, not • a truss system Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall i budding design Braung indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing M iTek• is akvays required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria. DSB49 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria. VA 22314 Tampa. FL 36610 Job Truss Truss Type oty Ply Park Sq Hm/2718-Tuscany-A or C_TRAY T13425416 P2718AC-T J5 JACK 1 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL 8 130 s Sep 15 2017 MiTek Industries, Inc. Wed Mar 7 11.18:19 2018 Page 1 ID MnroRiMTSTo7RD4WFfNCPvzHymh-daUsMeBICXkaxmLVDw1E2c2YhcanOzTWVRUGHVzdKOY 1-0-0 5-0-0 1-0-0 5-0-0 2x4 = Scale = 1 17 0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1 25 TC 032 Vert(LL) 004 4-7 >999 240 MT20 244/190 TCDL 100 Lumber DOL 125 BC 026 Vert(CT) -0 06 4-7 >988 180 BCLL 00 Rep Stress Incr YES WB 0 00 Horz(CT) -0 00 3 n/a n/a BCDL 100 Code FBC2017rTP12014 Matrix -MP Weight 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins BOT CHORD 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. (lb/size) 3=127/Mechanical, 2=264/0-3-8, 4=64/Mechanical Max Horz 2=108(LC 12) Max Uplift 3=-64(LC 12), 2=-73(LC 12) Max Grav 3=127(LC 1), 2=264(LC 1), 4=91(LC 3) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown NOTES- 1) Wind ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3 Opsf, h=25ft, B=45ft, L=24ft, eave=4ft, Cat II, Exp B, Encl., GCpi=O 18, MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0. Intencir(1) 2-0-0 to 4-114 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 64 lb uplift at joint 3 and 73 lb uplift at joint 2 This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albani PE No.393e0 MiTek USA, Inc. FL Csrt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 7,2018 0 WARNING • Vrify design paramefers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M17473 — 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors, This design is based only upon parameters shown, and is for an Individual building component, not • a truss system Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandna, VA 22314 Tampa, FL 36610 Truss Truss Type Qty PlyPark Sq Hm/2718-Tuscany-A or C_TRAY PP271 T13425417 8AC-T J7 JACK 16 1 Job Reference (optional) Mid-Flonda Lumber, Bartow, FL 1 8 130 s Sep 15 2017 MiTek Industries, Inc Wed Mar 7 11 18 20 2018 Page 1 ID.MnroRIMTSTo7RD4WFfNCPvzHymh-5m2Ea_CgzgsRZwwhZeYTbgbeTOsd7P)fk5EZgxzdKOX 1-0-0 17-M 3x4 = 4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deb Ud. TCLL 20.0 Plate Grip DOL 1 25 TC 0.70 Vert(LL) 0.12 4-7 679 240 TCDL 100 Lumber DOL 1 25 BC 054 Vert(CT) 0 24 4-7 348 180 BCLL 00 Rep Stress Incr YES WB 000 Horz(CT) 000 2 n/a n/a BCDL 100 Code FBC2017rrP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No 2 BOT CHORD 2x4 SP No 2 REACTIONS. (lb/size) 3=183/Mechanical, 2=342/0-3-8, 4=90/Mechanical Max Horz 2=141(LC 12) Max Uplift 3=-93(LC 12), 2=-82(LC 12) Max Grav 3=183(LC 1), 2=342(LC 1), 4=129(LC 3) FORCES. (lb) - Max Comp /Max Ten - All forces 250 (lb) or less except when shown Scale = 1 21 8 PLATES GRIP MT20 2441190 Weight 24 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins. 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=3Opsf, h=25ft, B=45ft, L=24ft, eave=4ft, Cat ll, Exp B, Encl , GCpi=O 18, MWFRS (directional) and C-C Extenor(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-11-4 zone,C-C for members and forces 3 MWFRS for reactions shown, Lumber DOL=1 60 plate grip DOL=1 60 2) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members_ 4) Refer to girder(s) for truss to truss connections 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 93 lb uplift at joint 3 and 82 lb uplift at joint 2 This Item has been electronically signed and sealed by Albani,-Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A Albani PE No.393 0 MiTek USA, Inc. FL Cott 6634 6904 Parks East Blvd. Tampa FL 33610 Date: March 7,2018 WARNING - Varlfy daalgn pa.matars and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 04II.7477 raw 10/03/2015 BEFORE USE., Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not Nil' truss system Before use, the building designer must vent' the applicability of design parameters and properly incorporate this design Into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB49 and BCSI Building Component 69N Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandna, VA 22314 Tampa, FL 36610 Job Truss Truss Type city Ply Park Sq HrrV2718-Tuscany-A or C_TRAY T13425418 P2718AC-T J7T SPECIAL 3 1 Job Reference (optional) Mid-Flonda Lumber, Bartow, FL 8 130 s Sep 15 2017 MiTek Industries, Inc Wed Mar 7 11.18 20 2018 Page i ID MnroRiMTSTo7RD4WFfNCPvzHymh-5m2Ea_CgzgsRZwwhZeYTbgbdeOqc7Pjfk5EZqxzdKOX 1-M 2-3-8 7-M 1-0-0 2-3-8 4-8-8 Scale = 1 21 8 3x4 = 2x4 II 2-3-8 7-" 2-3 8 4-" Plate Offsets (X Y)— 2 0-2-0 Edge] 13.0-5-6 0-0-5] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 200 Plate Grip DOL 1 25 TC 0.76 Vert(LL) 017 3-5 >479 240 MT20 244/190 TCDL 10.0 Lumber DOL 1 25 BC 067 Vert(CT) -0.30 3-5 >281 180 BCLL 00 Rep Stress Incr YES WB 000 Horz(CT) 013 5 n/a n/a BCDL 100 Code FBC2017/TPI2014 Matrix -MR Weight 25 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins BOT CHORD 2x4 SP No 2 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing 3-7: 2x4 SP No 3 REACTIONS. (Ib/size) 4= 171 /Mechanical, 2=346/0-3-8, 5= 1 04/Mechanical Max Horz 2=141(LC 12) Max Uplift 4=-81(LC 12), 2=-81(LC 12), 5=-10(LC 12) Max Grav 4=171(LC 1), 2=346(LC 1), 5=126(LC 3) FORCES. (lb) - Max Comp /Max Ten. - All forces 250 (lb) or less except when shown NOTES- 1) Wind ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf, BCDL=3 Opsf, h=25ft, B=45ft; L=24ft, eave=4ft, Cat Il; Exp B, Encl , GCpi=O 18, MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-11-4 zone,C-C for members and forces S 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 81 lb uplift at joint 4, 81 lb uplift at joint 2 and 10 lb uplift at joint 5. This item has been electronically signed and sealed by Albans, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A Albani PE No.393 0 MiTek USA, Inc. FL Cart 6634 6904 Parka Ent Blvd. Tampa FL 33610 Date: March 7,2018 Q WARNING - Varlry daslg i pammatars and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not - a truss system Before use, the building designer must vent' the applicability of design parameters and properly incorporate this design into the overall buildingdesign Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing WOW akvaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamageForgeneralguidanceregardingthefabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DS849 and BCSI Building Component 6904 Parke East Blvd. Safety Information avaliabie from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq HnV2718-Tuscany-A or C_TRAY T13425419 P2718AC-T J34 JACK 1 1 Job Reference (optional) Mid-Flonda Lumber, Bartow, FL R1 8 130 s Sep 15 2017 MiTek Industries, Inc. Wed Mar 7 11 18 18 2018 Page 1 ID MnroRiMTSTo7RD4WFfNCPvzHymh-8OwT91BPRDcjKcmISDW?WPVR5DH5NMMGnITI2zdKOZ 1-0-0 3-0-0 1-0-0 3-4-0 2x4 = Scale = 1 12 9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl Lid PLATES GRIP TCLL 200 Plate Grip DOL 1 25 TC 012 Vert(LL) 001 4-7 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1.25 BC 010 Vert(CT) -0 01 4-7 >999 180 BCLL 00 Rep Stress Incr YES WB 000 Horz(CT) -0.00 3 n/a n/a BCDL 100 Code FBC2017/TPI2014 Matrix -MP Weight 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 3-4-0 oc purlins BOT CHORD 2x4 SIP No 2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=8 1 /Mechanical, 2=200/0-8-0, 4=4 1 /Mechanical Max Horz 2=67(LC 12) Max Uplift 3=-30(LC 12), 2=-51(LC 12) Max Grav 3=81(LC 1), 2=200(LC 1), 4=59(LC 3) FORCES. (lb) - Max Comp /Max. Ten - All forces 250 (lb) or less except when shown NOTES- 1) Wind ASCE 7-10, Vuh=140mph (3-second gust) Vasd=108mph. TCDL=4 2psf, BCDL=3 Opsf, h=15ft, B=45ft, L=24ft; eave=4ft, Cat 11, Exp B, Encl , GCpi=O 18, MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-3-4 zone,C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1 60 2) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrenl with any other live loads 3) ' This truss has been designed for a live load of 20 Opsf on the bottom Chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss Connections 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 30 lb uplift at joint 3 and 51 lb uplift at joint 2 This item has been electronically signed and sealed by Albans, Thomas,. PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albani PE No.393/0 MiTek USA, Inc. FL Cart 6634 904 Parks East Blvd. Tampa FL 33810 Date: March 7,2018 AWARNING. Verity design parameters and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE 11111•7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not Dal' truss system Before use, the building designer must verity the applicability of design parameters and property incorporate this design Into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing M iTe k, 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 ANSIlTPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandra. VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq Hrn.12718-Tuscany-A or C_TRAY T13425420 P2718AC-T KJ3 JACK 1 1 Job Reference o Uonal Mid -Florida Lumber, Bartow, FL. 3x4 = LOADING (psf) SPACING- 2-0-0 TCLL 20 0 Plate Grip DOL 1 25 TCDL 100 Lumber DOL 1 25 BCLL 00 Rep Stress Incr NO BCDL 10.0 Code FBC2017/TPI2014 CSI. TC 015 BC 010 WB 0 03 Matrix -MR 8 130 s Sep 15 2017 MiTek Industries, Inc Wed Mar 7 11:18 21 2018 Page 1 ID MnroRiMTSTo7RD4WFfNCPvzHymh-ZzccnKDlk8_IB4Vt7L4i717wtQlhssToylz7MNzdKOW 3-3-10 3-3-10 DEFL. in (loc) I/defl L/d Vert(LL) 001 3-4 >999 240 Vert(CT) -0 01 3-4 >999 180 Horz(CT) 001 2 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD BOT CHORD 2x4 SP No 2 WEBS 2x4 SP No 3 BOT CHORD OTHERS 2x4 SP No 3 REACTIONS. (lb/size) 2=84/Mechanical, 3=38/Mechanical, 7=8010-1-12 Max Horz 7=38(LC 8) Max Uplift 2=-53(LC 8). 3=4(LC 8), 7=31(1_C 8) Max Grav 2=86(LC 13), 3=58(LC 3), 7=80(LC 1) FORCES. (lb) - Max Comp /Max Ten - All forces 250 (lb) or less except when shown Scale = 1 15 5 PLATES GRIP MT20 2441190 Weight 13 lb FT = 20% Structural wood sheathing directly applied or 3-3-10 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing NOTES- 1) Wind ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf, BCDL=3 Opsf, h=15ft, B=45ft; L=24ft; eave=4ft, Cat II, Exp B, Part Encl , GCpi=O 55, 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 nonconcurrenl with any other live loads 3) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will rut between the bottom chord and any other members 4) Refer to girder(s) for truss to truss connections. ati 5) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 7 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 53 lb uplift at joint 2, 4 lb uplift at joint 3 and 31 lb uplift at joint 7 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 66 lb up at 0-5-4 on top chord, and 10 lb up at 0-7-8 on bottom chord The design/selection of such connection device(s) is the responsibility of others 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B) LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) Lumber Increase=l 25, Plate Increase=l 25 Uniform Loads (plf) Vert 1-2=60, 3-5=-20 Concentrated Loads (lb) Vert 1=24(F) 4=5(F) This item has been electronically signed and sealed by Albans, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A Albani PE No.39380 MiTilk USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 7,2018 Q WARNING - Varlfy daslgn paramafars and READ NOTES ON Tills AND INCLUDED MITEK REFERENCE PAGE Mll-7473 — 1"312015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual budding component, not a truss system Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall buildingdesign Bracing indicated is to prevent buckling of individual buss web antlIm chord members only Additional temporary and permanent bracing M iTe k• isalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamageForgeneralguidanceregardingthefabrication, storage, delivery, erection and bracing or trusses and truss systems, see ANSVTPII Quality Criteria, DSB-0! and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandna, VA 22314 Tampa, FL 36610 Truss Truss Type city Ply Park Sq Hm/271 B-Tuscany-A or CTRAYT13425421rP271KJ21ABAC-T JACK 1 1 Job Reference (optional) Mid-Flonda Lumber, Bartow, FL. 8 130 s Sep 15 2017 MiTek Industries, Inc Wed Mar 7 11 18 22 2018 Page 1 ID MnroRiMTSTo7RD4WFfNCPvzHymh-19A_7gEvvVS69oE34h2bxgFg5_gdOaJDyBPjgupzdKOV 1-5-0 4-2-15 LOADING (psf) SPACING- 2-0-0 TCLL 200 Plate Grip DOL 125 TCDL 100 Lumber DOL 1 25 BCLL 00 Rep Stress Incr NO BCDL 100 Code FBC2017rrP12014 1 5x4 II 4-2-15 4-2-15 CSI. DEFL. in (loc) I/deft L/d TC 019 Vert(LL) -0 01 4-5 >999 240 BC 016 Vert(CT) -0 02 4-5 >999 180 WB 0 00 Horz(CT) -0 01 3 n/a n/a Matrix -MR LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD BOT CHORD 2x4 SP No 2 WEBS 2x4 SP No 3 BOT CHORD REACTIONS. (lb/size) 5=226/0-11-5, 3=84/Mechanical, 4=34/Mechanical Max Horz 5=79(LC 8) Max Uplift 5=-121(LC 8). 3=-73(LC 8), 4=-6(LC 8) Max Grav 5=226(LC 1), 3=84(LC 1), 4=70(LC 3) FORCES. (lb) - Max Comp /Max Ten - All forces 250 (lb) or less except when shown Scale = 1 15 4 PLATES GRIP MT20 244/190 Weight 16 lb FT = 20 Structural wood sheathing directly applied or 4-2-15 oc purlins, except end verticals Rigid ceiling directly applied or 10-0-0 oc bracing NOTES- 1) Wind ASCE 7-10. Vuft=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf, BCDL=3 Opsf, h=15ft; B=45ft, L=24ft, eave=4ft; Cat 11, Exp B; Part Encl , GCpi=O 55, 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 121 lb uplift at joint 5, 73 lb uplift at joint 3 and 6 lb uplift at joint 4 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 100 lb up at 1-6-12, and 100 lb up at 1-6-12 on top chord, and 10 lb up at 1-6-12, and 10 lb up at 1-6-12 on bottom chord The design/selection of such connection device(s) is the responsibility of others 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) Lumber Increase=1.25, Plate Increase=1 25 Uniform Loads (plf) Vert 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert 6=64(F=32, B=32) 7=10(F=5, B=5) This item has been electronically signed and sealed by Albans, Thomas, PE using a Digital Signature Printed copses of this document are not considered signed and sealed and the signature must be verified on any electronic copies Thomas A. Albani PE No.39380 MiTek USA, Inc. FL C4rt 6634 6904 Parke East Blvd. Tampa FL 33610 Date, March 7,2018 Q WARNING - Verlfy daslgn paramefe and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not • a truss system Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI TPIt Quality Criteria, DSB-09 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312. Alexandra, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq HrrV2718-Tuscany-A or C_TRAY T13425422 P2718AC-T KJ6 MONO TRUSS 1 1 Job Reference (optional) Mid-Flonda Lumber, Bartow, FL 8 130 s Sep 15 2017 MiTek Industries, Inc Wed Mar 7 11 18 23 2018 Page 1 ID.MnroRiMTSTo7RD4 WFfNCPvzHymh-VLIMCOEYGIEOQOeGFm6ADSD6EEsUJmS5Q2SERGzdKOU 1-5-0 7-0-14 1-5-0 7-0-14 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udefl Ud TCLL 20 0 Plate Grip DOL 1 25 TC 080 Vert(LL) 0 11 4-7 781 240 TCDL 100 Lumber DOL 1 25 BC 060 Vert(CT) 0 25 4-7 341 180 BCLL 00 Rep Stress Incr NO WB 000 Horz(CT) 000 2 n/a n/a BCDL 100 Code FBC2017lrP12014 Matrix -MP LUMBER- BRACING - TOP CHORD 2x4 SIR No 2 TOP CHORD BOT CHORD 2x4 SP No 2 BOT CHORD REACTIONS. (lb/size) 3=183/Mechanical, 2=375/0-5-11, 4=95/Mechanical Max Horz 2=108(LC 8) Max Uplift 3=-79(LC 8), 2=-118(LC 8) Max Grav 3=183(LC 1), 2=375(LC 1), 4=129(LC 3) FORCES. (lb) - Max. Comp /Max Ten - All forces 250 (lb) or less except when shown Scale = 1 17 1 PLATES GRIP MT20 244/190 Weight. 24 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing NOTES- 1) Wind ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3 Opsf, h=25ft, B=45ft, L=24ft, eave=411, Cat ll, Exp B, Encl , GCpi=O 18, MWFRS (directional), Lumber DOL=1 60 plate grip DOL=1 60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20 Opsf on the bottom Chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 4) Refer to girder(s) for truss to truss connections 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 79 lb uplift at joint 3 and 118 lb uplift at joint 2 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, and 3 lb down and 44 lb up at 4-4-12, and 3 lb down and 44 lb up at 4-4-12 on top chord, and 2 Ito up at 1-6-12, 2 lb up at 1-6-12, and 5 lb down at 4-4-12, and 5 lb down at 4-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B) LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) Lumber Increase=l 25, Plate Increase=l 25 Uniform Loads (plf) Vert 1-3=60, 4-5=-20 Concentrated Loads (lb) Vert 10=4(F=2, B=2) 11=-10(F=-5, B=-5) This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Thomas A. Albani PE No.39 0 MiTek USA, Inc. FL Cart 0634 6904 Parke East Btvd Tampa FL 33610 Date: March 7,2018 WARNING . Verify design parameters and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not • a truss system Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall Y building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSBa9 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate institute, 218 N Lee Street, Suite 312. Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sci Hm/2718-Tuscany-A or C_TRAY T13425423 P2718AC-T KJ7 JACK 5 1 Job Reference (optional) Mid-Flonda Lumber, Bartow, FL 8 130 s Sep 15 2017 MiTek Industries, Inc Wed Mar 7 11.18 24 2018 Page 1 ID MnroRiMTSTo7RD4WFfNCPvzHymh-zXHIPMFA13Mt2XDSoTdPlglOXdFF282FeiCnzlzdKOT i -1-5-0 5-2-5 i 9-10-13 1-5-0 5-2-5 4-8-0 Scale = 1 23 1 2x4 = tx4 II 5 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) War Ud PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 038 Vert(LL) -0 03 6-7 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1 25 BC 043 Vert(CT) -0 07 6-7 >999 180 BCLL 00 Rep Stress Incr NO WB 036 Horz(CT) 001 5 n/a n/a BCDL 100 Code FBC2017/TPI2014 Matnx-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 directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=128/Mechanical, 2=511/0-5-11, 5=328/Mechanical Max Horz 2=142(LC 8) Max Uplift 4=-70(LC 8). 2=-148(LC 8), 5=-69(LC 8) FORCES. (lb) -Max. Comp /Max. Ten. -All forces 250 (lb) or less except when shown TOP CHORD 2-3=-775/136 BOT CHORD 2-7=-208/708, 6-7=208/708 WEBS 3-7=0/275, 3-6=-769/225 NOTES- 1) Wind ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3Opsf, h=25ft, 13=45111, L=24ft, eave=4ft, Cat II; Exp B, Encl , GCpi=O 18, MWFRS (directional), Lumber DOL=1 60 plate grip DOL=1 60 2) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 3) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide _ will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 70 Ito uplift at joint 4, 148 Ito uplift at joint 2 and 69 Ito uplift at joint 5 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3 lb down and 11 Ito up at 1-6-12, 3 lb down and 11 lb up at 1-6-12, 3 lb down and 44 lb up at 4-4-12, 3 lb down and 44 lb up at 4-4-12, and 27 Ito down and 77 Ito up at 7-2-11, and 27 lb down and 77 Ib up at 7-2-11 on top chord, and 2 lb up at 1-6-12, 2 lb up at 1-6-12, 5 Ito down at 4-4-12, 5 lb down at 4-4-12, and 20 Ib down at 7-2-11, and 20 Ib down at 7-2-11 orn bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B) LOAD CASE(S) Standard 1) Dead + Roof Live (balanced). Lumber Increase=1.25, Plate Increase=l 25 Uniform Loads (plf) Vert 14=60, 5-8=-20 Concentrated Loads (lb) . Vert 13=53(1`=-27, B=-27) 14=4(F=2, B=2) 15=-10(F=-5, B=-5) 16=-35(F=-17, B=-17) This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albani PE No.393 0 MiTek USA, Inc. FL Csrt 6634 6904 Parks East Blvd. Tampa FL 33610 Date: March 7,2018 Q wARNING • Vrl/y daslgn paramafars and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, nit• a Iruss system Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual buss web and/or chord members only Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq Hm/2718-Tuscany-A or C_TRAY T13425424 P271BAC-T KJ7T SPECIAL 1 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL 8 130 s Sep 15 2017 MiTek Industries, Inc Wed Mar 7 11 18 25 2018 Page 1 ID.ItiEL2vgrkv4uEJUYC2jFzkFng-Rkr7diGooNUkfhofMB8eltl SJ 1 TxncGOtMxKV8zdKOS I -1-5-0 3-2-2 6A-11 9-10-13 1-51 3-2-2 3-2-9 3-0-2 Scale = 1 21 3 JX9 II 4x4 - 3-2-2 6-0-11 9-10-13 I 3-2-2 I 3-2-9 3.6-2 Plate Offsets (X Y)- 2 0-4-3 Edgel [3 0-0-8,0-2-11 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl Ud PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 082 Vert(LL) -0 23 3-8 >521 240 MT20 244/190 TCDL 100 Lumber DOL 1 25 BC 092 Vert(CT) -0.47 3-8 >253 180 BCLL 00 Rep Stress Incr NO WB 0 30 Horz(CT) 0.18 6 n/a n/a BCDL 100 Code FBC2017ITP12014 Matnx-MS Weight 40 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP DSS TOP CHORD Structural wood sheathing directly applied or 5-10-6 oc purlins BOT CHORD 2x4 SP No 2 'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 3-9 2x4 SP No 3, 3-6 2x4 SP No 1 WEBS 2x4 SP No 3 REACTIONS. (lb/size) 5=70/Mechanical, 2=500/0-5-11, 6=367/Mechanical Max Horz 2=142(LC 8) Max Uplrft 5=40(LC 8), 2=-149(LC 8), 6=-101(LC 8) FORCES. (lb) - Max Comp /Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 3-4=-1015/253 BOT CHORD 3-8=-312/978, 7-8=-313/981 WEBS 4-8=-27/299. 4-7=- 1057/337 NOTES- 1) Wind ASCE 7-10; Vutt=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3.Opsf, h=25ft; B=45ft, L=24ft, eave=4ft, Cat II, Exp B, Eric] , GCpi=O 18, MWFRS (directional), Lumber DOL=1.60 plate grip DOL=1 60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 3) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 4) Refer to girder(s) for truss to truss connections 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 40 Ito uplift at joint 5, 149 lb uplift at joint 2 and 101 Ito uplift at joint 6 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, and 33 lb down and 76 lb up at 7-2-11, and 33 lb down and 76 lb up at 7-2-11 on top This item has been Chord, and 2 lb up at 1-6-12, 2 Ito up at 1-6-12, at 4-4-12, at 4-4-12, and 2 lb down at 7-2-11, and 2 lb down at 7-2-11 on bottom electronically signed and chord The design/selection of such connection device(s) is the responsibility of others sealed by Albani, Thomas, PE7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B) using a Digital Signature. LOAD CASE(S) Standard Printed copies of this 1) Dead + Roof Live (balanced): Lumber Increase=l 25, Plate Increase=l 25 document are not considered Uniform Loads (plf) signed and sealed and the Vert 1-3=-60, 3-5=-60, 9-10=20, 3-6=-20 signature must be verifiedConcentratedLoads (lb) Vert 14=-66(F=-33, B=-33) 15=4(F=2, B=2) 17=-2(F=-1, B=-1) on any electronic copies. Thomas A Albani PE No.393 0 M[Tak USA, Inc. FL Cert 6934 6904 Parke East Blvd. Tampa FL 33610 Date: March 7,2018 QWARNING - Vwlfy daslgn paramafors and READ NOTES ON TN1S AND INCLUDED MITEK REFERENCE PAGE M11-7473 ray. 10/03,2015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an Individual building component, not • a truss system Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual buss web and/or chord members only Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality CAterla, DSB49 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandna, VA 22314 Tampa, FL 36610 r; Yob Truss Truss Type City Ply Park Sq Hm/2718-Tuscany-A or C_TRAY T13425425 P2718AC-T KJ34 JACK 1 1 Job Reference (optional) Mid-Flonda Lumber, Bartow, FL 8 130 s Sep 15 2017 MiTek Industries, Inc Wed Mar 7 11 18 22 2018 Page 1 ID MnroRiMTSTo7RD4WFfNCPvzHymh-19A_?gEwVS69oE34h2bxgFg3OgcyaJDyBPjgupzdKOV 1-5-0 4-8-9 Scale = 1 12 7 2x4 = 4-8-9 4-8-9 Plate Offsets (X,Y)— 12 0-0-7,Edge] LOADING (pso SPACING- 2-0-0 CSI. DEFL. in floc) Udefl L/d PLATES GRIP TCLL 200 Plate Grip DOL 1 25 TC 029 Vert(LL) -0 02 4-7 -999 240 MT20 244/190 TCDL 100 Lumber DOL 1 25 BC 023 Vert(CT) -0 04 4-7 >999 180 BCLL 00 Rep Stress Incr NO WB 0 00 Horz(CT) 000 2 n/a n/a BCDL 100 Code FBC2017/TP12014 Matrix -MP Weight 17 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-9 oc purlins BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. (lb/size) 3=145/Mechanical, 2=281/0-11-5, 4=81/Mechanical Max Horz 2=80(LC 8) Max Uplift 3=-73(LC 8), 2=104(LC 8) Max Grav 3=145(LC 1). 2=281(LC 1). 4=107(LC 3) FORCES. (lb) - Max. Comp /Max Ten - All forces 250 (Ib) or less except when shown NOTES- 1) Wind ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf, BCDL=3 Opsf, h=25ft, B=45ft, L=24ft, eave=4ft, Cat II, Exp B. Encl , GCpi=O 18, MWFRS (directional), Lumber DOL=1 60 plate grip DOL=1 60 2) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 3) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 4) Refer to girder(s) for truss to truss connections 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 73 lb uplift at joint 3 and 104 Ib uplift at joint 2. 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, and 15 lb down and 44 lb up at 4-7-13, and 15 lb down and 44 lb up at 4-7-13 on top chord, and 2 lb up at 1-6-12, 2 lb up at 1-6-12, and 12 lb down at 4-7-13, and 12 lb down at 4-7-13 on bottom chord. The design/selection of such connection device(s) is the responsibility of others 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B) This Item has been LOAD CASE(S) Standard electronically signed and1) Dead + Roof Live (balanced) Lumber Increase=1 25, Plate Increase=l 25 sealed by Albani, Thomas, PEUniformLoads (plf) Vert 1-3=-60, 4-5=-20 - - using a Digital Signature Concentrated Loads (lb) Printed Copies Of this Vert 3=-30(F=-15, B=-15) 4=-24(F=-12, B=-12) 9=4(F=2, B=2) document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albani PE N6.393E0 MiTek USA, Inc. FL Ctit 6634 6904 Parke East Blvd Tampa FL 33610 Date: March 7,2018 Q WARNING - Vrify design parameters and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an indmdual 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 Nil building design Bracing indicated is to prevent buckling of indmdual truss web and/or chord members only Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DS849 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312. Alexandna, VA 22314 Tampa, FL 36610 Job Truss Truss Type City Ply Park Sq HnV2718-Tuscany-A or C_TRAY T13425426 P2718AC-T M1 MONO HIP 1 2 Job Reference (optional) Mid -Florida Lumber, Bartow, FL Plate 8 130 s Sep 15 2017 MiTek Industries, Inc Wed Mar 7 11 18 25 2018 Page 1 ID MnroRiMTSTo7RD4WFfNCPvzHymh-Rkr7diGooNUkfhofMB6eltISml UVnfXOIMXKVBZdKOS 3-1-12 2-74 1-3-0 LOADING (psf) SPACING- 1-0-0 CSI. TCLL 20 0 Plate Grip DOL 1 25 TC 080 TCDL 100 Lumber DOL 1 25 BC 088 BCLL 00 Rep Stress Incr NO WB 0 07 BCDL 100 Code FBC2017fTP12014 Matrix -MP 4x4 = 3x4 — 2x4 1 5x4 11 Scale = 1 22 3 DEFL. in (loc) Vdefl Ud PLATES GRIP Vert(LL) -010 6-8 >801 240 MT20 2441190 Vert(CT) -0 21 6-8 >400 180 Horz(CT) 000 5 n/a n/a Weight. 79 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No-2 TOP CHORD BOT CHORD 2x6 SP No.1 WEBS 2x4 SP No 3 BOT CHORD REACTIONS. (lb/size) 1=86010-3-8, 5=1262/Mechanical Max Horz 1=48(LC 8) Max Uplift 1=-211(LC 8), 5=-341(LC 8) FORCES. ( lb) - Max. Comp /Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-486/118 BOT CHORD 1-6=-182/594 WEBS 2-6=-664/203 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) 2-ply truss to be connected together with 1Od (0 131"xY) nails as follows Top chords connected as follows 2x4 - 1 row at 0-9-0 oc Bottom chords connected as follows 2x6 - 2 rows staggered at 0-9-0 oc Webs connected as follows. 2x4 - 1 row at 0-9-0 oc 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated 3) Unbalanced roof live loads have been considered for this design. 4) Wind ASCE 7-10, Vuh=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf; BCDL=3 Opsf, h=25ft, B=45ft, L=24ft, eave=4ft, Cat 11, Exp B, Encl , GCpi=O 18; MWFRS (directional), Lumber DOL=1 60 plate grip DOL=1 60 5) Provide adequate drainage to prevent water ponding 6) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 8) Refer to girder(s) for truss to truss connections 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 211 lb uplift at joint 1 and 341 lb uplift at joint 5 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 226 lb down and 49 lb up at 1- 9-13, and 1046 lb down and 310 lb up at 3-8-12, and 576 lb down and 149 lb up at 5-8-12 on bottom chord The design/ selection of such connection device(s) is the responsibility of others LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) Lumber Increase=l 25, Plate Increase=l 25 Uniform Loads (plf) Vert. 1-3=-30, 3-4=-30, 1-5=-10 Continued on page 2 This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albani PE No.39360 MiTak USA, Inc. FL Cart 6634 6904 Parka East Blvd. Tampa FL 33610 Date: March 7,2018 WARNING - verify design pammetrs and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev 10A13/2015 BEFORE USE.' Design valid for use only with MiTekm connectors This design Is based only upon parameters shown, and Is for an individual building component, not • - a truss system Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall Dal builtling tlesign Bracing indicated is to prevent buckling of individual truss web andlor chord members only Additional temporary and permanent bracing M iTek' isalwaysrequiredforStabildyandtopreventcollapsewithpossiblepersonalinjuryandpropertydamageForgeneralguidanceregardingthefabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfTPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safely Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 r16 ob Truss Truss Type Oty Ply Sq HM2718-Tuscany-A or C_TRAYark T13425426 P2718AC-T M1 MONO HIP 1 2 ob Reference (optional) Mid -Florida Lumber, Barlow, FL. 8 130 s Sep 15 2017 MiTek Industries, Inc. Wed Mar 7 11 18 25 2018 Page 2 ID MnroRiMTSTo7RD4WFfNCPvzHymh-Rkr7diGooNUkfiofMB8eltiSmlUVnfxOIMxKVBzdKOS LOAD CASE(S) Standard Concentrated Loads (Ib) Vert:6=-576(F) 9=-226(F) 10=-1046(F) Q wARNING - Vrdy design parameters and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE M11-7479 rev. 1&0312015 BEFORE USE. Design valid for use only with MiTek® connectors This design Is based only upon parameters shown, and is for an Individual building component, not '• a truss system Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall budding design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfTPII Quality Criteria, DSB49 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 3 " Center late on joint unless x, offsets are indicated. y 6-4-8 dimensions shown in ft-in-sixteenths Drawings not to scale) Failure to Follow Could Cause Property Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system, a g. and fully embed teeth. TOP CHORDS diagonal or X-bracing, is always required. See SCSI 0' 16 c1-2 c2-3 2. Truss bracing must be designed by an engineer. For TI 0 WEBS 4 O o y, O OU wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. U pp = 3. Never exceed the design loading shown and never o- U stack materials on inadequately braced trusses. p 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate a 7 cs-6 H designer, erection supervisor, property owner and plates 0- ",d' from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully. Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from Plate location details available in MiTek 20120 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/rPl 1. software or upon request NUMBERS/LETTERS. 8 Unless otherwise noted, moisture content lumber shall not exceed 19% at time of fabrication.. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted, this design is not applicable for ICC-ES Reports- use with fire retardant, preservative treated, or green lumber. The first dimension is the plate 10. Camber is a non-structural consideration and is the width measured perpendicular4x4 ESR-1311, ESR-1352, ESR1988 responsibility of truss fabricator. General practice is to to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. ' the length parallel to slots. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements LATERAL BRACING LOCATION 12 Lumber used shall be of the species and size, and Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads in the plane of the truss unless otherwise shown. in all respects, equal to or better than that specified 13. Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values 14 Bottom chords require lateral bracing at spacing. BEARING established by others. or less, rf no ceiling is installed, unless otherwise noted. Indicates location where bearings supports) occur. Icons vary but C 2012 MiTek® All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or after truss member or plate without pnor approval of an engineer. reaction section indicates joint 17. Install and load vertically unless indicated otherwise. number where bearings Occur. Min size shown is for crushing only. 6' 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with Industry Standards: pal project engineer before use ANSI/TPI1 National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction. and pictures) before use. Reviewing pictures alone DSB-89 Design Standard for Bracing. 0 is not sufficient. BCSI: Building Component Safety Information, MiTek 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet, Mll-7473 rev. 10/03/2015 24" , 24" , 24" , 24" , 24" , 24" , 24" , 24" , 24" , 24" , , 24" , 24" , 24" , 24" , 24" , 24" , 24" , 24" , 12'- 8" _ I _ 32'- 4" _ I _ 20'- 0" NOTE: SEE ENGINEERING PROFILES FOR SPECIAL CONNECTIONS AND NAILING SCHEDULES. FLOOR SPACING 24" O.C. UNLESS OTHERWISE NOTED. ALL WALLS SHOWN ARE LOAD BEARING AT 9'-0" UNLESS OTHERWISE NOTED. SECOND FLOOR 0 To APPROVED TRUSS ANCHOR BY BUILDER PLUMB CUT OVERHANG HEEL HEIGHT = 2 x 4 BOTTOM = 2 x 4 12TOP= 2x4 6.0 2 i 0 12 r 12" TRUSS END DETAIL J L 22 - HUS26 1-PLY HGR O1 - HGUS26-2 2-PLY HGR 1 - HGUS28-2 2-PLY HGR MID - FLORIDA LUMBER ACQUISITIONS BARTOW, FLORIDA TRUSS LOADING CONDITIONS ROOF TRUSSES I FLOOR TRUSSES TOP CHORD LIVE 200 ITOP CHORD LIVE 400 TOP CHORD DEAD 100 ITOP CHORD DEAD 100 BOTTOM CHORD DEAD 100 I BOTTOM CHORD DEAD 50 TOTAL LOAD (PSF) 400 ITOTAL LORD (PSF) 550 STRESS INCREASE 125 STRESS INCREASE 10 THIS TRUSS SYSTEM HRS BEEN OESIGPED WITH LORDS GENERATED BY 140 MPH WINDS USING 42 PSF TOP CHORD DEAD LORD AND 30 PSF BOTTOM CHORD DEAD LOAD 0 MILES FROM HURRICANE OCERNLINE CRT II EXP B (RSCE 7-101 MLIER 2718 A or C Park Square Homes LEfiL fDIRESS MO EL Tuscany A or C 1ENSUR P2718AC 77EE E joew 17 No N/A 9-6-171 Bmex 0 zo T- 4„ \ 1 7,- 0" \ 20,- 4" 1 7'- 0„ 24" 24" 24" 24" 24" 24" 24" 24" 24" 20" 3'- 4" ' a U C 1 0 zo 3. 0, I _ 12'- 8" I _ 11-8-0 I _ 6'- 10" I _ 13'-10" I _ 101- 0" _ 101- 0" I NOTE: SEE ENGINEERING PROFILES FOR SPECIAL CONNECTIONS AND NAILING SCHEDULES. FLOOR SPACING 24" O.C. UNLESS OTHERWISE NOTED. ALL WALLS SHOWN ARE LOAD BEARING AT 9'-4" UNLESS OTHERWISE NOTED. FIRST FLOOR v u 1'- 4" APPROVED TRUSS ANCHOR BY BUILDER BOTTOM =4x2 TOP = 4x2 2x4 Cont. Band v TRUSS END DETAIL APPROVED TRUSS ANCHOR BY BUILDER PLUMB CUT OVERHANG HEEL HEIGHT = 2 x 4 BOTTOM = 2 x 4 TOP = 2 x 4 12 6.0 4.0 A -- Moo 12 12" TRUSS END DETAIL d 14 - HHUS46 FLR HGR 4 - THA422 FLR HGR 1 - HGUS28-3 3-PLY HGR O 1 - HGUS26-2 2-PLY HGR MID - FLORIDA LUMBER ACQUISITIONS BARTOW, FLORIDA TRUSS LOADING CONDITIONS ROOF TRUSSES I FLOOR TRUSSES TOP CHORD LIVE 200 ITOP CHORD LIUE 400 TOP CHORD DEAD 100 ITOP CHORD DEAD 100 BOTTOM CHORD DEAD 100 I BOTTOM CHORD DEAD 50 TOTAL LOAD (PSF) 400 ITOTAL LORD (PSF) 550 STRESS INCREASE 125 ISTRESS INCREASE 10 THIS TRUSS SYSTEM HAS BEEN DESIGNED WITH LORDS GE ERRTED BY 140 MPH WINDS USING 42 PSF TOP CHORD DEAD LORD RND 30 PSF BOTTOM CHORD DEAD LORD 0 MILES FROM HURRICANE OCERN_INE. CRT II EXP B (ASCE 7-101 BUILDER. 2718 - A or C Park Square Homes ER FMSS 12" TRAY CLG. MODEL Tuscany - A or C ffusm _ P2718AC-T IRE mh onw m ° ro N/A 2-28-1 Bmax RECORD COPY f City of Sanford Building and Fire Prevention Product Approval Specification Form 18-2739 Permit # SA I ( — NFGRpn, Project Location Address As required by Florida. Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about. Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging Therma - Tru Single Door FL8871.5 Sliding MI Windows and Doors Series 420 Alum SGD - 2 Panel FL 15332.4 Sectional Clopay Building Products 94rr40-W4 FL15279.20 Roll U Automatic Other 2. Windows Single Hung MI Windows & Doors Series GA 185 Aluminum SH Fl- 17499.2 Horizontal Slider Casement Double Hun Fixed MI Windows 8 Doors Series GA 185 Alum Picture Fixed- FI-15349.1 Awnin Pass Through Projected Mullions MI Windows & Doors 5764 Verical Alum Mullion FL 15353.2 Wind Breaker Dual Action Other June 2014 l I ) I I,,. • ), Category/Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding James Harding Bldg Products Hardie Panel FL13223.2 Soffits Aluminum Coils, Inc Coils / Soffits FL12194.1 Storefronts Curtain Walls Wall Louver r y ; • r k Glass block i 4 Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles IKO Industries. LTD Asphalt Shingles Cambridge FL7006.1 Underla meets Warrior Roofing 15 and $30 Roofing Fell FL2346.1 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other B. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 Florida Building Code Online https://www.floridabuilding.org/pr/pr—app_dti.aspx?parani =JGEVX.-., SCISHome !Login !UserUserR istration i Hot To } g e9 pits Submi Surcharge StdlS 6 FaCtS Pub4al'ons FeC Siatr aG5 Ske Map Links Search s 0vliidt*rProduct Approval USER: Pubic User product Arxxuval Menu > Product or.ApyklLgn Search > Anotcalon LLst > Apprreation lXtai FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) FL8871-R8 Revision 2017 Approved Therma-Tru Corporation 118 Industrial Drive Edgerton, OH 43517 419) 298-1740 rickw@rwbldgconsultants.com Vivian Wright rickw@rwbldgconsult6nts.com Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Lyndon F. Schmidt, P.E. PE-43409 National Accreditation and Management Institute 12/31/2021 Ryan J. King, P.E. Validation Checklist - Hardcopy Received FL8871_R8=C011b) Certificate of lndependence.pdf Standard ASTM'D1929 ASTM D2843 ASTM D635 ASTM E1300 ASTM E84 ASTM G26 TAS 201, 202, 203 Year 1996 1999 2003 1998 2000 1995 1994 i I of 4!15/2018, 4:47 PM Florida Building Code Online https://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVX... Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Florida Licensed Professional Engineer or Architect FL8871 R8 Eouiv (b) Eagivalen4Y-of_$kandP-rds.pdf Method 1 Option D Date Submitted 10/17/2017 Date Validated 10/17/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 Summary of Products t— -- - - ----- ----- - - ------ ----- ------------ ----' FL # Model, Number or Name Description f 8871.1 I a. "ClassicCraft Rustic" Series ; 3'6 x 8'0 "Impact" Opaque Fiberglass Radius Top Single Door j I (X) - Inswing or Outswing Limits of Use - -- - - - - ------•_-- Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes I Design Pressure: N/A j Other: See INST 8871.1 for Deslgn Pressure Ratings by specific Model and for any other additional use limitations i and installation instructions. j 8871.2 I b. "ClassicCraft" or "ClassicCraft Rustic" Series Limits of Use Approved for use In HVHZ: Yes y Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8871.2 for Design Pressure Ratings by specific Model and for any other additional use limitations and Installation Instructions. I Installation Instructions FL8871 R8 1I_(k),Insl0Zl.1.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL8871 R8 AE (b) Eval 8871.1.pdf Created by Independent Third Party: Yes 1 3 6 x 8'0 "Impact" Opaque Fiberglass Single Door (X) - lInswing or Outswing Installation Instructions FL8871_R8_II_(b) Inst 8871.2.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports I FL8871_R8 AE_(b)_Ev_a18871.2.pdf Created by Independent Third Party: Yes 8871.3 1 c. "ClassicCraft" or "ClassicCraft Rustic" Series Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8871.3 for Design Pressure Ratings by specific Model and for any other additional use limitations and Installation Instructions. (For FlberClasslc and SmoothStar sidelites, this product approval requires the use of "T' part numbers for these sidelites, which have been stained or painted within six months of_installation.) _ 18871.4 d: "ClassicCraft" or "ClassicCraft Rustic" Series Limits of Use j Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8871.4 for Design Pressure Ratings by specific Model and for any other additional use limitations j and installation instructions. (For FlberClassic and SmoothStar sidelites, this product approval requires the use of "T' part numbers for these sidelites, which have been 1 3'6 x 8'0 "Impact" Opaque Fiberglass Single Door with I Sidelite (OX or XO) - Inswing or Outswing I Installation Instructions FL8871_R8 II_(b)_Inst 8871.3 pdf Verified By: Lyndon F. Schmidt, P.E. 43409 4 Created by Independent Third Party: Yes Evaluation Reports, I FL8871_R8_AE_(b) Eval 6871.3.pdf j Created by Independent Third Party: Yes 1 3'6 x 8'0 "Impact" Opaque Fiberglass Single Door with i Sidelites (OXO) - inswing or Outswing Installation Instructions FL6871_RB ll_(b) qst 8871_4.pddf j Verified By: Lyndon F. Schmidt, P.E. 43409 j Created by Independent Third Party: Yes Evaluation Reports FLE1871_R8 AE_(b)_EvaI8871.4.pdf Created by Independent Third Party: Yes i I 2 of 4/15/2018, 4:47 PM Florida Building Code Online https://www.flotidabu i lding.org/pr/pr_app_dtl.aspx?param=v6EV X... t 1 stained or painted within six months of installation.) 18871.5 i e. "FiberClassic" or "SmoothStar" 13-0 x 8'0 "Impact" Opaque Fiberglass Single Door (X) - Series Inswing or Outswing Limits of Use Installation Instructions I Approved for use in HVHZ: Yes FL8871_R8_II_(b)1nstQ8Z1; S.pdf 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 I Evaluation Reports I Other: See INST 8871.5 for Design Pressure Ratings by i FL8871—RS AE [b) Eyal 8871.5.pdf IfspecificModelandforanyotheradditionaluselimitationsICreatedbyIndependentThirdParty: Yes and Installation Instructions. i i 8871.6 f. "FiberClasslc" or "SmoothStar" 3'0 x 8'0 "Impact" Opaque Fiberglass Single Door with Series — Sidellte (OX or XO) - Inswing or Outswing Limits of Use I Installation Instructions Approved for use in HVHZ: Yes ; FLBR7-7,_RB_II_(b) Inst-8871.6.pdf 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 8871.6 for Design Pressure Ratings by FL8Q7] R8 AE (b) Evgl 8871.6.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 "I" part numbers for these sidelites, which have been stained or painted within six months of Installation.) 8871.7 I g. "FiberClassic" or "SmoothStar" Series 3'0 x 8'0 "Impact" Opaque Fiberglass Single Door with Sidelites (OXO) - Inswing or Outswing Limits of Use - - Installation Instructions _ Approved for use in HVHZ: Yes i FL 7 _R8_II (W Inst 8j1_.7.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 8871.7 for Design Pressure Ratings by f 71 8 AE_(b) Eval-8871.7.pdf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (For FiberClassic and I 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.) 8871.8 I h. "FiberClassic", "SmoothStar", x 8'0 "Impact" Opaque Fiberglass Double Door (XX) - Classiccraft" or "ClassicCraft Rustic" Series i Inswing or Outswing Limits of Use I Installation Instructions Approved for use in HVHZ: Yes FL8871_RS II b In 8871.,8.pdf j Approved for use outside HVHZ: Yes I Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.8 for Design Pressure Ratings by FL8871 11"E_(b) Eval 8871,8.pd( specific Model and for any other additional use limitations Created by Independent Third Party: Yes and Installation instructions. j8871.9 I :. "FiberClassic", "SmoothStar", 6-0 x 8'0 "Impact" Opaque Fiberglass Double Door with Class! or "ClasslcCraft SidelitL, (OXXO) - Inswing or Outswing Rustic" Series Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLti871_R8_II__(b) tnst @871.9.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 8871.9 for Design Pressure Ratings by FL8871 R8 AE (b) Eval 8871.9.pdf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation Instructions. (For FlberClassic and SmoothStar sidelites, this product approval requires the use of 'T part numbers for these sidelites, which have been stained or painted within six months of installation.) Wck Next 3 of 4 4/15/2018, 4:47 PM Florida Building Code Online h ttp s: //ww w. fl on d ab u i l d i n g. o rg/p r/pr_a pp_d t l. a s p x?p ara m=w G E VX... Contact Us : • 2601 Blar Stone Read. TaiMb 55_"FL32399 Peon: 850-487-1824 The Stale of Florida Is an AA/ff0 employer. Copyright 2007-201 ate of Fkorl a.Accessiblity Statgt0.e01 :: Refund Statement Under Florida Law, emal addresses are public records. If you do not want youre-mail address released In response to a public -records request, do not send electron[ mad to this entity. Instead, contact the office by phone or by traditional malt If you have any questions, please contact 850 487.1395. Pursuant to Section ! 455.275(1), Florida Statutes, effective October 1, 2012, ilcertsees Icensed under Chapter 455, F.S. must provide the Department with an email address if they have one The emads provided may be used for official communication with the licensee. However email addresses are public record. It you do not wish to supply a personal address, please provide the Department with an email address which can be made avatable to the pubic To determine f you are a licensee under Chapter s 455, F.S., please cock IgL_, t Product Approval Ao6epts: is rect : Credit Card Safe 4 of 4 4/15/2018, 4:47 PM THERMAIRU 0 THERMA TRU DOORS 1 18 INDUSTRIAL DR., EDGERTON, OH 4351 7 SMOOTH STAR & FIBER CLASSIC FIBERGLASS SINGLE DOOR INSWING / OUTSWING GENERAL NOTES r,IMPAc rr 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) ftctural requirements including the'Mgh Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment fo base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHT'requiring wind bome'debris protection, this product complies with FBC Sections 1609.12 a R301.2.1.2 and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 cis defined In ASTM E 1996 and FBC Sections 1609.1.2.2 3 R301.2.1.2.1. 5. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Ouiswing configurations using coastal sill Item #4 under active doors meet water infiltration requirements far "HVHZ". 8. Inswing configurations and outswing configurations using sit item #5 under the door do not meet the water Infiltration requirements for the "HVHZ' and shall be Installed only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. TAKE OF CONTEMS SHEET # DESCRIPTION I Typical elevations, design pressures 6 general notes _ 2 Door panel details (Smooth starl 3 Doe panel details (Fiber classic) 4 Horizontal cross sections 5 Vertical cross sections 6 Buck and frame - 2X buck masonry construction 7 Frame anchoring - I X buck mosorry constructlon 8 Bil of Materials G Components 37.75" MA)C FRAME WIDTH 36.0(" MAX. I PANEL WIDTH C) x 'mx w id a Q 8 N Q P P n Jy ^ to U V e g Ea z-m.0 f snY L: o oz a° a OVERALL - ! DESIGN+PRESSl1RE (PSF) DOOR TYPE j'- SWING : - . FRAME ' s, i'DlMENSION POSITIVE''' NEGATIVE-* INSWING 37.75" x 98.00" 80.0 80.0 SMOOTH OUTSWING 37.76" x 96.50" 80.0 80.0 STAR INSWING 37.75' x 98.00" 80.0 80.0 FIBER CLASSIC OUTSWING 37.75" x 96.50" 80.0 80.0 See Sheet 8 to design aressLre Emtiolloru. F• N. T. S. BY- DIAS ma BY. LFS 3 FM r 0 FL-8871.5 c a T _L or 8 0 46 47 41 EXTERIOR 4 INTERIOR rl1 HORIZONTAL CROSS SECTION 2 4.07 --I r lei TYP,4 CORNERS OF PANELr o r' L DETAIL A -A J I2 L f s D _ Smoolh Aa o 00000000000000000000000000000000000000000000000000000000000000000000000000000000000000000OOOCO0000000000 000000000 O 00000 0 000000000000000000000000000000000000000000000ooe0000o0000000 DEWL A -A Panel reinlorcemenl 1 1.18" j — 0 ETZZ T q 44 .IN E a6 6 It41L 28.864E OPEN AREA MAX. NOTE: WOOD DOOR COMPONENTS: PINE (SG >=0,42) EXTERIOR I.\` gnro O O tiff iN m RF y omEoScw 0 o L am :IT d o° ZcW f INTERIOR 121 VERTICAL CROSS SECTIOH 2 Z wh 05 22 08 soeE N.T.S. on. or. DWS aK m LFS 3 oROM No- o FL-8871.5 aw 2 of 8 G 66 67 61 EXTERIOR INTERIOR 1 HORIZONTAL CROSS SECTION 3 I— DETAIL A -A Fber vl0nlc 0000000000000co000000000000000000000000000000000000000oo000a000000000000000000000000000000000000000000000 000000000 0 ooeoo 0000000000000000000000 00 L.'O'O.-O0000L--.,.).-0-0.-.,.,-..-00.0-k DEWL A•A Panel reinforcement TYP. 4 CORNERS OF PANEL I 11.1fS' E 28.86% OPEN AREA MAX. NOTE: WOOD DOOR COMPONENTS: PINE (SG >- 0.42) EXTERIOR v 00 fib°L•,.n 111 1111{\ a N •: Y 9 Z cqq v g EOBpj C Oo= m aaL INTERIOR' 2 VERTICAL CROSS SECTION 3 er DWS m rr LFS ? Kw w.j a a FL-8877.5 ° o r — or 0 r 1 INTERIOR 41OVLOP 1-1/4' MII EMB. (1TF., 1 HORIZONTAL CROSS SECTION q O.t,— g shown - insmng also approved n xx n L Z zQ on J O orl••111 i 1O i v_ E ZoU m . 4 a ga r" m as a` l 4 d xE $ d 3a yv xCCU DVM BY; QW$ I.1l4"MIN. cwc.MY: LFS KO-' q Outsvnng shown - in-M FL-8871.5 also approved Sr 4 or 8 i A d4 10 y z EXTERIOR ff INTERIOR 9 1 VERTICAL CROSS SECTION tts:g shins own - wing proved EXTERIOR INTERIOR 4 VERTCAL CROSS SECTION Inswing conflgurahon see general notes, sheet 1 for' HVHr water infltrahon requsements EXTERIOR .... "` INTERIOR VERTICAL CROSS SECTION Shown w1l X sub -buck EXTERIOR INTERIOR 5 VERTICAL CROSS SECTION n, rng conlguratlon see general notes, sheaf 1 for' HVHP' water Infiltration requirements Av i i'``000 L m " i I••' J GfO INTERIOR EXTERN c °D Iff sss z° U N •; Z R 40md`am u 9o`oa 10 64 t 3aC r31 VER17CAL CROSS SECTION x D W & Outswingconfigurationsee general notes, sheet 1 G ' o tor' HVHr water infiltration requirements a, a a r S? S INTERIOR EXTERIOR 661 VERTICAL CROSS SECTION Outswing conr guration see general notes, sheet 1 for HVHPwater brrdtrotion requirements n bv1N k N 0 L DUE, 05 22 08 WAM N. T.S. owc to DWS cm er: LFS 9 DRkWM NO.: 6 FL- 8871. 5 cc srEV y5 Or 8 z TYP. HEAD & MASONRY JAMBS MASONRY D & TYP. HEAD JAMRS OPENING OPENING Gt FRAME-/ EQ d En tj 2 d 4 Cj 2XBUCK tq 2X BUCK LLL BUCK ANCHORING HINGE JAMS FRAME ANCHORING STRIKE JAMB Masonry 2X buck construction CONCRETE ANCHOR NOTES: 1. Concrete anchor locaflons of the comers mory be adjusted to maintain the rrdn. edge distance to mortarjoints. 2. Concrete anchor locotions noted as "MAX. ON CENTER" must be ocUusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN, MIN. CLEARANCE MIN: CLEARANCE EMBEDMENT' TOMASONRY - TO ADJACENT ANCHOR-'..': EDGE --.' ITW 1/4' 2 W. 1AFCON" ELCO G 1/ 4' 1. 4. ULTRACON I WOOD SCREW INSTALLATION NUlt5: 1. Maintain a minfrTmm 5/8"edge "once, l"Ond distance, & I"O.C. SPOCIng Of wood screws to prevent the splitting of wood. HINGE DETAIL 1 01.4 I Q, z - TVZ" j) d z 1w, U14 RE. NX 6 z E Ld xz Np Cc uc, we 1 0 YY 2 I M raILATCH & DFADAOLTDETAIL n 26S NX No.: FL- 8871.5 7 _L of TYP. HEAD o s0 i JAMBS k = 1 a 6Z MASONRY J e OPENING a$ r a L r 06 17 z FRAME 15 o x 17 a25 o I X BUCK LATCH i DEADSOLI DETAIL n r N N to H - HINGEJAME STRIKPJAMI 11 o 0 CONCRETE ANCHOR NOTES: i. Concrete anchor locations of tho comers may be adµrsted to maintain the'min. FRAME ANCHORING Masonry 1 X buck constructlon 12 G k' o edge distance to mortar joints. MAX. to 12 Z Concrete anchor locations noted as ON CENTER' must be Odtusted ( ---' maintain the min. edge distance to mortar phis, additional concrete anchors us may be required to ensure the '1MX, ON CENTER" dtrnenslon are not exceeded. G w jN4 3. Concrete anchor table: L 12 arnN^Z 52208 i N.T.S. ° TTWscuE HINGE DETAIL BY: DWS m' IT cvK. BY., LFS 3 ortwnxa ra7,. d FL-8871.5 o' WOOD SCREW INSTALLATION NOTES; I, Maintain a mkHmum S/8" edge distance. rand distance, d I' o.c. spacing of Sf¢ET OF 0woodscrewstopreventthesPEttingofwood. OANCH. R:; ANCHOR-_>.'MIN.'T_-': MIN. CLEARANCE MIN. CLEARANCE ADJACENT EMBEDMENT 70MASONIri.__ TO : EDGE -= =_ANCHOR TA CON We 1-1/T 3" T•1/T TAPCON L BILL OF MATERIALS ITEM DESCRIPTION MATERIAL A 1 X BUCK SG >= 0.55 WOOD B 2X BUCK SG >= 0S5 WOOD C MAX 1/4"SHIM SPACE WOOD D 1 /4" X 2-3/,('PFH ELCO OR T1W CONCRETE SCREW STEEL E MASONRY - 3,0D0 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE G 3/16" X 3-1 /4" PFH ITW CONCRETE SCREW STEEL J 1 /4" X 3-3/4" PFH TTW CONCRETE SCREW STEEL L 10 X 2-1 /2" PFH WOOD SCREW 11.IS' MIN. EMBEDMENT STEEL 1 INSWING ADJUSTABLE THRESHOLD (IS300AJ) ALUM./WOOD- 2 INSWING THRESHOLD (IS30DHP5) I ALUM./COMP. 3 INSWING SELF ADJUST THERMAL BREAK THRESHOLD (ISP30M) ALUM./COMP. 4 OUTSWING COASTAL THRESHOLD ALUMJWOOD 5 OUTSWING STANDARD THRESHOLD ALUM./WOOD 6 INSWING THRESHOLD ALUM./COMP. 7 DOOR BOTTOM SWEEP VINYL 8 JAMB PINE SG>=0.42 WOOD 9 JAMB OAK SG>=0.42 WOOD 10 WEATHERSTRIP FOAM 11 HINGE STEEL 12 10 X 3/4" PFH SCREW STEEL 13 9 X 3" PFH WOOD SCREW STEEL 14 LATCH STRIKE PLATE STEEL 15 SECURITY STRIKE PLATE STEEL 16 8 X 2-1 /2" PFH SCREW ' STEEL 17 8 X 3/4" PFH SCREW STEEL 18 KWIKSET SERIES PASSAGE LOCK STEEL 19 KWIKSET SERIES DEADBOLT 660 STEEL 40 SMOOTH STAR DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS f 41 DOOR SKIN 0.077 THK. SMOOTH STAR = 6,000 PSI MIN. FIBERGLASS 42 TOP RAIL SMOOTH STAR COMP. 43 LOCK STILE SMOOTH STAR WOOD/LVL 44 HINGE STILE SMOOTH STAR WOOD 45 BOTTOM RAIL SMOOTH STAR COMP. 46 PANEL REINFORCEMENT 0.023" THK. SMOOTH STAR STEEL 47 FOAM CORE POLYURETHANE 60 FIBER CLASSIC DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS 61 DOOR SKIN 0.137' THK. FIBER CLASSIC = 6,000 PSI MIN, FIBERGLASS 62 TOP RAIL FIBER CLASSIC COMP. 63 LOCK STILE FIBER CLASSIC WOOD/LVL 64 HINGE STILE FIBER CLASSIC WOOD 65 BOTTOM RAIL FIBER CLASSIC COMP. 66 PANELREINFORCEMENT 0.023"THK. FIBER CLASSIC STEEL 67 FOAM CORE I POLYURETHANE I f 4. 56' 9 R EAD lamb 1 TH HOLD Ins ng odrystahle r 5. 81' i J 3 H LID Irsswinp se adjust 5. 75 p S THRESHOLD OutswwpstandardJK le" 11 iyo o i o v n p fjJ W p a Z 0 av H fD 4mhrg odluslable 4. 57' 1. 4 THR HH LD Outswwp condal 6 MAX. DESIGN PRESSURE = +/- 50 PSF E N.T.S. BY: DWS wr LFS Ida N0- FL- 8871.5 1 _ L a_d a m Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dti.aspx?parain=wGEVX. s , .y ' mot ,.. r'! S• tL1 •:r ` y`, li' 4 , E 6 +o. t r•— u. '' - : . - Ei:I:+f+iili.iYiir:Cil:iilif6Ciil::liLiiAJY"r 1 BCIS Home I Log In _ User Registration i Hot Tops ! Submit Surcharge Stats 8 Facts Publication FBC Stag I SCIS Site Map Lnks ` Search b a ti r lIt"MOProduct Approval tIUSER: Public User r-' ryycK-s Pioduri Auoinvai Menu > PmduKLor ApplgatprLjearch > Appfcatp0 List > Apphicat on Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/ Phone/Email Authorized Signature Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL15332- R4 Revision 2017 Approved MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext2560 bsitlinger@miwd. com Brent Sitlinger bsitlinger@miwd. com Exterior Doors Sliding Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer L_; Evaluation Report - Hardcopy Received Luis Roberto Lomas PE- 62514 National Accreditation and Management Institute 12/ 31/2018 Steven M. Urlch, PE Validation Checklist - Hardcopy Received ELI 332 R4 COI FLOOLod( Standard AAMA/ WDMA/CSA 101/I.&2/A440 Year 2008 1 of 3 4/15/2018, 5:03 PM Florida Wilding Code Online bttps://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVX... Product Approval Method Method 1 Option D Date Submitted 08/11/2017 Date Validated 08/13/2017 Date Pending FBC Approval 08/15/2017 Date Approved 10/10/2017 Summary of Products I i FL # I Model, Number or Name 1 Description 15332.1 — SERIES 420 ALUMINUM SGD — j SERIES 420 ALUMINUM SGD OXO 145-3/4"x80" NOW REINFORCED Limits of Use Installation Instructions Approved for use'in HVHZ: No I FL15332 R4 it 0_-00500E.pstf Approved for use outside HVHZ: Yes ! Verified By: Luis Roberto Lomas 62514 j Impact Resistant: No i Created by Independent Third Party: Yes, Design Pressure: N/A_ Evaluation Reports j Other: REFER TO APPROVAL DOCUMENT FOR DESIGN I FL15332_ R4_AE 5108Q7U.pdf I PRESSURE RATINGS Created by Independent Third Party: Yes i 115332.2 'SERIES 420 ALUMINUM SGD ! SERIES 420 ALUMINUM SGD OX, XO, XX 96"x80" NOW REINFORCED ! Limits of Use ! Installation Instructions - Approved for use in HVHZ: No F415332_114_IIA8-0049BF 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 I FL15337_R4_AE_5108Q5D.odf PRESSURE RATINGS Created by Independent Third Party: Yes j r - -- -- - - - - --- ---^ --- -- - --- 15332.3 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OXO f REINFORCED I145-3/4"x96" j Limits of Use I Installation Instructions iApprovedforuseinHVHZ: No FU5332_R-4_IL4$=Q22-48 .Qdf 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 j Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN 1 05332-114-qE-512948C_PSIf PRESSURE RATINGS I Created by Independent Third Party: Yes 15332.4 SERIES 420 ALUMINUM SGD i SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX 1 REINFORCED 196"x96" j Limits of Use - - Instailation Instructions Approved for use in HVHZ: Na I FLjU32 R4_Il_08-02249_.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 I Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN ! FL15332 R4 AE 512969C.odf PRESSURE RATINGS I Created by Independent Third Party: Yes 15332.5 I SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED XXX 143"x96" IL REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ; No F 153 2-R4 [C_08 QZ250C.Qdf Approved for use outside HVHZ: Yes j Verified By: Luis Roberto Lomas 62514 Impact Resistant: No ! Created by Independent Third Party: Yes Design Pressure: N/A 1 Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN ! f'L15332-R4 AE 512970.pdf PRESSURE RATINGS Created by Independent Third Party: Yes I 15332.6 SERIES 420 REINFORCED I SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX ALUMINUM SGD 96"x96" Limits of Use Installation Instructions i j Approved for use In HVHZ: No FL15332_R4 Il 08-0Q429E•p jf j Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No j Created by Independent Third Party: Yes j 2 of 3 4/15/2018, 5:63 PM Florida Building Code Online https://www.floridabu ilding.org/pr/pr_app_dtl.aspx?param=%vGE VX: ' Design Pressure: N/A Evaluation Reports i Other: REFER TO APPROVAL DOCUMENT FOR DESIGN F35332 R4 AE S10A06D.pdf iPRESSURERATINGSCreatedbyIndependentThirdParty: Yes I 115332.7 I SERIES 420 REINFORCED I SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96" i ALUMINUM SGD jl Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332_R4_II Q8-005 .1E.pdf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 j Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R4 AE-510808D 2df PRESSURE RATINGS 1 Created by Independent Third Party: Yes 1 15332.8 I SERIES 430/440 ALUMINUM SGD SERIES 430/440 ALUMINUM SGD XXX 143"x80" NON- REINFORCED i Limits of Use Installation Instructions Approved for use in HVHZ: No ELL15332_R4Li-08-00502E.pdf Approved for use outside HVHZ: Yes t Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes I Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports I fL.15.32 R4 AE-510809D.pdf i PRESSURE RATINGS Created by Independent Third Party: Yes 15332.9 I SERIES 430/440 REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGD XXX ALUMINUM SGD 143"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FLLUN—R4 1I 08-00503ETDdf I Approved for use outside HVHZ: Yes Verified By: LUIS Roberto Lomas 62514 J 1 Impact Resistant: No Created by Independent Third Party: Yes i Design Pressure: N/A Evaluation Reports iI Other: REFER TO APPROVAL DOCUMENT FOR DESIGN fI_1.5332 R4 AE 51081QD.pdf I I PRESSURE RATINGS I Created by Independent Third Party: Yes i`a dc' Neat Conta,cIA6 :: 2601 Blar Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida t an AA/EEO employer. LQ2td9f L2Q07-2013 Stale of Florida.:: P—dyacy-StAte0140t .: Accessibility ctartemerit :: Refund Statement Under Florida law, email addresses are pubic records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mad. If you have any questions, please contact 850.487 1395. -Pursuant to Section 455.275(1), rlodda Statutes, effective October 1, 2012, licensees licensed under Chapter 455, FS must provide the Department with an email address r they have one. The emails provided may be used for official communication wth the licensee However emat addresses are pubic record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please crick h4ie_. Product Approval Accepts: IT El ® ICtrr®-r Credit Card Safe 3 of 3 4/15/2018, 5:03 PM NOTES: 1 THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL.• EXTRUDED ALUMINUM 6063-T5. 6, UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS, 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. ' S. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR, WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. DOOR ASSEMBLJES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8' MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #IC SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT, 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH_ SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G-0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063-T5 048" THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX, XO, XX, XP, PX, XIP, PIX TABLE OF CONTENTS SHEET NO. DESCRIPTION T NOTES 2 - ,3 ELEVATIONS 4 - 10 INSTALLATION DETAILS REWSONS DMRvnDN DATE APPROVED ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L REVISED INSTALLATION DETAILS 08/03/15 R.L REVISED INSTALLATION DETAILS 06/21/17 R L. SIGNED: 0612112017 MI WINDOWS AND DOORS LLC N, JlIIIIrIj/f, 650 WEST MARKET STREET L O PA J S GRATZ, 17030 1 v••CENy s 0, 612596" SERIES 420 SGD REINFORCED WITHOUT ADAPTER X 96"% 7NOTES 4TAT OF iiiO FtP ,'rL 0 R LOP G DRAWN. OWG No. RLv 08 2249 C ii s'/ONAILE0 LUIa R. Lomas P.E. FL No,: 62514 scv.E DATENTS 10/30/13 1 OF 10 L ROBERTO LOWS PE 1432 WOODFORD RD LEWSVfLE. NC 27023 43,,698-0609 Ilarus ibmap.mm I FF HE 6" MAX 96" MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART A3 FOR NUMBER OF LOCATIONS REQUIRED 17" MAX 6" MAX 17' MAX O.C. 6" } IAX AME IGHT L 6" MAX 5" MAX SERIES 420 SGD REINFORCED WITHOUT ADAPTER EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 35.OPSF NONE SEE CHARTS X 1 AND 12 FOR OTHER UNITS RATINGS NOTES' 1. MAXIMUM PANEL SIZE: 48 1:2" x 95' 2. MAXIMUM D L 0.: 44 5,8' x 90 516' HARDWARE SCHEDULE FLAT MOUNTED HANDLE SET (99-04.145) AT 38 314" ON CENTER FROM PANEL BOTTOM METALLIC TANDEM ROLLERS (99-17-195) AT EACH END OF PANEL BOTTOM RAILS 1MNUM 6063-T8 REINFORCEMENT (688) AT ALL PANEL INTERLOCKS REVISIONS REV DESCMFnDN A ADDED FLANGE AND FIN INSTALLATION 8 REVISED INSTALLATION DETAILS C REVISED INSTALLATION DETAILS CHART #1 WHERE WATER INFILTRATION RESISTANCE IS REQUIRED ccc Au1rr_ o ca/rFr r Design pressure chart (p4 Frame Single Panel and Total Frarre VV&h (n) Height 300 1 360 420 46.0 n) 00.00 72.00 14.00 90.00 Pos Nag Pot I Nep PCs Meg Pot Neg U.0 400 58.4 40.0 509 40.0 457 40,0 42.0 aa.0 40 0 55 2 40.0 48.0 400 430 394 39.4 92.0 40.0 52.4 40.D 45.4 40.0 40.8 37.1 37.1 96.0 40.0 1 49,8 40.0 1 43.1 384 384 35.0 350 CHAAT N2 WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED SEE NOTE 9 SHEET 1 Design presvire chap (psq Frans Single Pond an0 Total Frame )Ndth In) Fkight n) 70.0 36.0 420 48.0 60.00 7200 14.00 96.00 Pot Nag Pos Nap Pot Nag Pot 94 0 581 Sa.4 SD 9 50 9 457 45.7 66.0 55.2 55,2 48 0 48,0 43 0 43.0 92 0 524 52.4 45.4 454 406 40.8 960 49.8 49.8 43.1 43.1 384 38.4 CHART 43 Number of anchor locations required Frame Height 61) Shoo Panel and Total Frame VNdd1(in) 30.0 36.0 42.0 48.0 a0.0 72.0 840 98.0 H6S I Jamb I HdS Jamb HdS Jomb HSS Jamb a4.0 4 6 5 6 6 8 6 6 aa,0 4 8 5 O 6 6 6 B 920 4 8 5 8 6 6 6 8 96.0 4 6 5 8 6 8 8 8 DATE APPROVED 12/10/13 R.L 08/03/15 R.L. 06/21/17 R.L. SIGNED: 0612112017 MI DOWS M RDE DOOREETRS LLC R I'L,o, 650WEST N\S 9in GRATZ, PA 17030 GENS SERIES 420 SGD REINFORCED WITHOUT ADAPTER 0.6 51 1t= 96" X a (* ONELEVATION o , TAT OF 1wc No RC R10 . V.L. 08-02249 s; tN i//i0NA11E\\\ S"'a NTS DATE 10/30/13 s"EET2 OF 10 L. ROBERTO LOMAS P.E. 1432 WpODFORD RD LEWISVILLE• NC 27020 LU13 R. Lomas P.E. FL No.: 62514434-6W-0609 nkHrras@IrWmaap4 rorrl N FR HE 96' MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD k JAMBS SEE CHART #4 FOR NUMBER OF LOCATIONS REQUIRED 6" MAX 17" MAX r Q.C. 6" MAX 17" MAX O.C. 6• 1 AX WE GHT 6• MAX 6• MAX 1 2) ANCHORS PER LOCATION SERIES 420 SGD REINFORCED WITHOUTADAPTER AT SILL EXTERIOR VIEW SEE CHART #4 r FOR NUMBER OF LOCATIONS DESIGN PRESSURE RATING IMPACTRATING REQUIRED 35.OPSF NONE SEE CHARTS 91 AND X2 SHEET 2 FOR OTHER UNITS RATINGS 7 1 HARDWARE SCHEDULE FLAT MOUNTED HANDLE SET (99-04-145) AT36 "ON CENTER FROM PANEL SO' METALLIC TANDEM ROLLERS (99-17-195) AT EACH END OF PANEL BOTTOM RAILS UMINUM6063.T6 REINFORCEMENT (566) AT ALL PANEL INTERLOCKS hE190NS DESCRIPTION DATE APPROVED ADDED FLANGE AND FIN INSTALLATION 12/10/13 R L REVISED INSTALLATION DETAILS 00/03/15 R.t_ REVISED INSTALLATION DETAILS 06/21/17 R.L NOTES: 7. MAXIMUM PANEL SIZE: 48 1/2•x 95• 2, MAXIMUM DL.O:445.8'x905S- CHART#4 Number of anchor IocaUoosroqulred Single Panel and Total Unn Width (n) From@ M) mbHegnlW65 42.0 0.0 0 D6.0 HLS Jamb H&S Jamb 84.06 6 6 66 6f.06 6 6 6 6 92.06 6 6 6 6 98.0 6 6 6 8 1 SIGNED: 0612112017 MI WINDOWS AND DOORS LLC l illljl 650 WEST MARKET STREET 511R to J\ . MyENGRATZ, PA 17030 G SF U1 SERIES 420 SGD REINFORCED WITHOUT ADAPTER D 51 96" X 96" fl FIN ELEVATION 7 • TAT OFE DRAWN- DY10 NO REY OS C i 111'ISCALENTSDATE10/30/13 SHEET 39 OF 10 L ROaER70LOALISP.E 1432WOODFORORDLEWISVA.LE,NC27023 Luis R. Lomas P.E.- FL No.: 62514434LdeOW9rnomasL®klanasp@ cram Ar REVISIONS 1 /2" MIN. REV DESCRtPnON DATE I APPROVEo EDGE DISTANCE FINAADDEDFIANCEAND INSTALLATION, 12/10/l3 R.L B REVISED INSTALLATION DETAILS 15 21/17 R.L. 1 3/8" MIN. C REVISED INSTALLATION DETAILS R.L. WOOD FRAMING OR 2X BUCK EMBEDMENT BY OTHERS 1/4" MAX. SHIM 10 WOOD SPACE 1 3/8" MIN. EMBEDMENT 1/4" MAX. r SHIM SPACESCREW T INTERIOR 2 EDGE DISTANCE I I 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II II II II INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT MIN ENT AIN. LIJUL vIaTNCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM C2112 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 0612112017 MI WINDOWS AND DOORS LLC A A11111I!l/, 650 WEST MARKET STREET JAS R. LOdfEGRATZ, PA 17030 SAG o, &12511 * = SERIES 420 SGD REINFORCED WITHOUT ADAPTER FRAME INSTALLATION DETAILS oO,• TATE OF cCO R1 P ••' DRAWN: DWG NO. REV IONA1 V.L. 0802 C E 1 G` LU1S R. Lomas P.E. FL Noas NTS DAlE 10/30/13 49 OF 10 L. ROBERTO LOWAS P`, U32 WOODFORD RD LEWISVILL, NC 27023 434668- 0609 rllomuvM="plcan 1/2" MIN. EDGE DISTANCE METAL 1/4" MAX. STRUCTURE SHIM SPACE BY OTHERS REVOONS DESCRIPTION DATE APPROVED ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. REVISED INSTALLATION DETAILS 08/03/15 R.L REVISED INSTALLATION DETAILS 1 06/21/17 IRL 1 r MAX. SHIM SPACE 10 SMS OR SELF DRILLING T- INTERIOR SCREW 1/2" MIN EDGE DISTANCE f EXTERIOR INTERIOR Ll SILL TO BE SET IN: 10 SMS ORABEDOFSELFDRILLING APPROVED SEALANT SCREWS 10 SMS OR METAL A— SELF DRILLING SCREW STRUCTURE EXTERIOR4IHBYOTHERS METAL STRUCTURE \ JAMB INSTALLATION DETAIL BY OTHERS 1 METAL STRUCTURE INSTALLATION 1/2" MIN. EDGE ' DISTANCE VERTICAL -CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY, 2. PERIMETER AND JOINTSEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 0612112017 MI WINDOWS AND DOORS LLC Lc) 650 WEST MARKET STREET GRATZ, PA 17030 Dy6125SERIES420SGDREINFORCEDWITHOUTADAPTER 96" X 96" FRAME INSTALLATION DETAILS STATE OF ; ONC NO49OS$02 CONANJ. NITS Luis R. Lomas P.E. A10/30/13 5 OF 10 L ROBERTO LOMAS RF 14M N`70DFORD RD LEWISVILLE. NG 27= FL No.: 62514 36BBOBD MomaaPYlmla+p.con 1 1/2" MIN 1" MIN. FSEPARATIONEDGEDISTANCE a 1 1/4" MIN. e• EMBEDMENT CONCRETE/ ' ° MASONRY i/4" MAX BY OTHERS _ 1 SHIM SPACE OPTIONAL 1X BUCK I TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16' TAPCON 3/16" TAPCON MASONRY/ CONCRETE BY OTHERS EXTERIOR II II II II INTERIOR rSILL TO BE SET IN A BED OF I APPROVED SEALANT T 1 1 /4• MIN. EMBEDMENT e: I 2 7/8" MIN 1" MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEMASONRY INSTALLATION REVIMMS DESCIbPf[ON DATE APPROVE ADDED FLANGE AND FIN INSTALLATION 12/10/13 R L. REVISED INSTALLATION DETAILS 08/03/1S R.L. REVISED INSTALLATION DETAILS 06/21/17 R.L. 1 1/4" MIN. EMBEDMENT 1 /4" MAX. 1" v SHIM SPACE MIN. INTERIOR EDGE DISTANCE v v MIN , SEPARATION i c 3/16" TAPCON EXTERIOR CONCRETE/MASONRY BY OTHERS JAMB INSTALLATION DETAIL CONCRETOMASONRY INSTALLAT70N OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3, SHEET 1 NOTES. 1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 06/21/2017 Mt DOWS LLC650MRDEDOOREETRS S1R11L0WEST GRATZ, PA 17030 ter •CENSFgJ+ SERIES 420 SGD REINFORCED WITHOUT ADAPTER 5 9T X 9O A INSTALLATION DETAILS 0FRAMEOF DRkWN owc NO. REV i'cFS c(0RMt G\: V. 08--02 49 C i/ ONA 11Ea\\, 411ENTS 10/30/13 6 OF 10 L ROBERTO LOWS PE 1432 WOODFORD RD LEWISVILIF. NC 27023 Luis R. Lomas P.E. FL No.: 6251411.-688-OW9 10bjv®IAoma" COm WOOD FRAMING OR 2X BUCK BY OTHERS 10 WOOD SCREW I WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR 1/2' MIN. EDGE DISTANCE Eq 1 3/8' MIN. EMBEDMENT 1/4" MAX. SHIM SPACE 10 WOOD SCREWS INTERIOR TO BE SET IN OF OVED SEALANT I MIN. VENT LUI L UI I/VVUL , VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK WSTALLATION 1 NOTES 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 3/8' MIN. EMBEDMENT 1/2' MIN. EDGE DISTANCE 10 WOOD SCREWS WOOD FRAMING OR 2X BUCK BY OTHERS REVISIONS DESCRPTION DATE APPROVED ADDED FLANGE AND FIN INSTALLATION_ 12/10/13 R L. REVISED INSTALLATION DETAILS 08/03/15 R.L. REVISED INSTALLATION DETAILS 06/21/17 R.L. 1/4' MAX SHIM SPACE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 0612112017 MI DOWS DOOREErRS LLC 1 f0WEST650MRDEJ\5 R :/. GRATZ, PA 17030 v, GENSFgiP oy6}5SERIES420SGDREINFORCEDWITHOUTADAPTER 96" X 96" lr _ FLANGE INSTALLATION DETAILS OTATE OF nF • 'PC 0 R16; • •P DRAvoll uw(; NO. Rev V..SCALE08—y022249 C Luis R. Lomas P.E. NTS DATE 10/30/13 7 OF 10 L ROSERTOLO IASP.E. 1432 WOODFORD RD LEWISVILLE, NC 27OX 434-m-0009 'Va SLDklvrusp t FL No.: 62514 i 1/2" MIN. EDGE DISTANCE METAL Ip STRUCTURE ] BY OTHERS CI 110 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1/4" MAX. SHIM SPACE 10 SMS OR SELF DRILLING SCREW INTERIOR L TO BE SET IN BED OF PROVED SEALANT 1/2" MIN. EDGE DISTAN( 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS REVISIONS 0ESQCPTION DATE APPROVED ADDED FLANGE AND' FIN INSTALLATION 12/10/13 R L. REVISED INSTALLATION DETAILS 08/03/15 R L REVISED INSTALLATION DETAILS 06/21/17 R L JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0612112017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET 0uuull/,// GRATZ, PA 17030 v •\GEUs 9,/ oy6151 * = SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X FLANGE INSTALLATION DETAILS ro ECTAT OF Lv— s :D R M"•G,\ DRAWN. D1VO NO REV 08 G SIONAl1E\\\ Luis R. Lomas P.E. FL No.: 62514 sriLE NTS DA1E 10/30/13 sNecr89 OF 10 L ROBERTO LOMAS P E 1432 WOODFORD RD LELMSVILLE, NO 27023 43.46Rs-0609 Ilbn wrlomsspo wm 1 1/2" MIN 1" MIN. SEPARATION EDGE DISTANCE 1 1/4" MIN. e. EMBEDMENT CONCRETE/ MASONRY 1/41 MAX' BY OTHERS SHIM .SPACE OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 IIlM1I'F R1158M I I 3/16" TAPCON MASONRY/ CONCRETE BY OTHERS EXTERIOR L- J 3/ 16" TAPCON INTERIOR I SILL TO BE SET IN A BED OFF ' APPROVED SEALANT a 1 1/4" MIN. EMBEDMENT d" ` ' 2 7/8: MIN. 1" MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEIMASONRY INSTALLATION 1 REVISIONS I REV DESORf PION DATE APPROVED A ADDED FLANGE AND FIN INSTALLATION 12/10/13 IRL B REVISED INSTALLATION DETAILS 08/03/15 R.L C REVISED INSTALLATION DETAILS 06/21/17 R.L. 1 1/4" MIN. EMBEDMENT 1/4" MAX. SHIM SPACE t " INTERIOR MIN. EDGE DISTANCE v. Fl I - a - MIN. SEPARATION v ' 3/16" TAPCON ' EXTERIOR CONCRETE/MASONRY JAMB INSTALLATION DETAIL BY OTHERS CONCRETEAMASONRYINSTALLATION OPTIONAL IX BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES' 1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS, NOT SHOWN FOR CLARITY 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCOHOANCE WII H ASTM E2112 SIGNED: 0612112017 MI WINDOWS AND DOORS LLC `\k\s1'R I' Loi,,/ 650 WEST MARKET STREET 41 GRATZ, PA 17030 ` •\GENSF 9J; SERIES 420 SGD REINFORCED WITHOUT ADAPTER + A(1o,.6y 51 : + 96" X 96" Y 11rr = FLANGE INSTALLATION DETAILS oQ,• TAT OF • mow\ DRAWN owG NO. REV i/.e S : 10RMt L DITE 08-002249 C /,//S1O A 1tEC\`\ NTS 10/30/13 9 OF .10 L ROBERTOLOMAS PE LUIf R. Lomas P.E. 1432 WOODFORD RD LEVIISVILLE, NC 27023 FL NO.: 62514I31-6Q8-0609 rAw,60.Aw s cam WOOD FRAMING BY OTHERS 1 1/4" MIN. EMBEDMENT APPROVED SEALANT BEHIND FIN N8 WOOD SCREW APPROVED SEALANT BEHIND FIN IS WOOD SCREW 1/4„ MAX SHIM SPACE 7/16 MIN EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4' MIN. EMBEDMENT WOOD FRAMING BY OTHERS INTERIOR TRIM RVASRINS REV OESCRFIRIN DATE APPROVED' A ADDED FLANGE AND FIN INSTALLATION 12/10/13 RL. 8 REVISED INSTALLATION DETAILS 08/03/15 R.L. C REVISED INSTALLATION DETAILS 06/21/17 R.I. 1 5/8" MIN. EDGE DIST. d TRIM : ° 1 MIN. INTERIOR EMBEDM1/4" ENT MASONRY/CONCRETE BY OTHERS 1X BUCK BY OTHERS, HOOK STRIP 1X' BUCK TO BE PROPERLY SECUREDnFl3/16" EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION , MASONRY/CONCRETE 1/2" MIN. METAL STRUCTURE 1/2" MIN. EDGE BY OTHERS DISTANCE EDGE DISTANCE TRIM INTERIOR 1 /4" MAX, 1 3/8" MIN. SHIM SPACE EMBEDMENT T 7/16" MIN J F HOOK STRIP EDGE DISTANCE I HOOK STRIP -- a 10 SELF DRILLING SCREW 10 WOOD PANEL SCREW EXTERIOR INTERLOCK EXTERIOR PANEL INTERLOCK HOOK STR1P INSTALLATION INTERIOR Mi I AL S I HUC 1 UHE EXTERIOR HOOK STRIP INSTALLATION SIGNED: 0612112017 2X BUCKIWOOD FRAMING MI WINDOWS DOOR LLC I I WEST M RDE STREeT J`\`' R L o i''o GRATZ, PA 17030 GENSF VERTICAL `CROSS SECTION WOOD FRAMING OR2X BUCK INSTALLATION SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X 96" 0 51 k FORSILL INSTALLATION SEESHEETS4-9 NAILFIN & HOOK IMSTALLATION DETAILS TATE OF 0•' oCpRINOTES- DRAWN' DXC NO REV 10A' INTERIOR AND NOT SHOWN FOR CLAAlIOR FINISHES, BY OTHERS, TY 08-02 49 C sS/ONA'IEaG 2.PERIMETERANDJOINTSEALANTBYOTHERSTOBE SV.LL. NTS 10/30/13 10 OF 10 DESIGNED IN ACCORDANCE WITH ASTM E2112 L ROBERFOLOMASP.E LU15 R. Lomas P.E. 1432 WOODFORD RD LEYIWSVALE, NC 27023 3.saeasoe nLxnR,Cax°msP.,can FL No.: 62514 Florida Building Code Online https://www.floridabuilding.org/pr/pi_app_dtl.aspx?paramwG EVX... BCIS Home I Log In I User Registration ! Hot Topics Submit Surcharge i Stats h Facts I Publicatons ! FBC Staff SCLS Site Map I Links ! Search ilea ra , jo Product Approval w usER. Pubk User Product AomyAl Menu > > AoOtratnn I st > AppSmtbn Detai FL # FL15279-R5 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method - Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By reapply 11/28/17 Clopay Building Products Company 8585 Duke Blvd. Mason, CH 45040 513)770-6062 mwesterfield@clopay.com Scott Hamilton shamilton@clopay.com Exterior Doors Sectional Exterior Door Assemblies Certification Mark or Listing Intertek Testing Services NA, Inc. Gary Pfuehler Validation Checklist - Hardcopy Received Standard ANSI/DASMA 108 ANSI/DASMA 115 ASTM E1886 ASTM E1996 ASTM E330 Ym 2005 2005 2002 2002 2002 Florida Licensed Professional Engineer or Architect FL15279 RS gq tv 2017QBQ9_- FBC_ = DASMA 108_equly,pdf F115279 RS Equiv 20170809_ F_P.0 - DASMA 115 equiv.pdf 1 of 7 4/ 15/2018, 5:17 PM Florida Building Code Online https://www.floridabuilding.org/pr/pi_app flil.aspx?pararn=wGEVX.." Product Approval Method, Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Go to Page IFL# Method 1 Option A 08/ 10/2017 11/ 29/2017 12/ 05/2017 Model, Number or Name Description 0 0 Pagel/80 is 15279. 1 1001 W3.09 DSIE-1A171: 2050, 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.; Ij ! 2051, 2053, 4050, 4051, 4053,'62, interior skin 29 ga. min.) Single -Car (up to 9'0" wide) 64, 65, 62G, 62LG, 64G, SDP38, I WINDCODE® W3 Garage Door 5FL38, SRP38, 134, 135, 136, 6130, 6131, 6133 1 Limits of Use Certification Agency Certificate I Approved for use in HVHZ: No FL152-RS C CI+C Letter withorgolt_of_cprltC, and_proof Approved for use outside HVHZ: Yes of-Inspectionpdf Impact Resistant: N/A Design Pressure: +20 PSF/-20 PSF FL35279 R5 C CAC W3-Listing_Interte"k.pdf I 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 i FL15271_R5__Ji 19055_Rgv12j f windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 15279. 2 ! 002 W3-09 DSIE-1A471: GDISP,LL` i Gallery/Artistry/Expressions: 1-3/8" Double -skin Insulated I GR1SP, GD1LP, GR1LP, ARISP, EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) AR1LP, ED1SR EDILP, 4132, 2132, i Single -Car (up to 9'0" wide) WINDCODE® W3 Garage Door 6132, SFC38, MFC38 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No l ELI5279__R5 CAQLeltcr with pr99f of contract and Coot Approved for use outside HVHZ: Yes of inspection,pdf Impact Resistant: N/A I fLI527-R5 C CAC [i 3 LisLinltLg13ek.pdf Design Pressure: + 20 PSF/-21 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL15279_R5-11--1039527:geY91,Rdf I! 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 DSIU-1A171: 9130, Double -skin Insulated PUR (exterior skin 27 ga. min.; 9131, 9133, HDP13, HDPF13, interior skin 27 ga. min.) Single -Car (up to 9'0" wide) HDPL13, 7130, 7131, 7133, 8130, WINDCODE® W3 Garage Door 8131, 8133 I Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R5 C CAC Letter with_p oof of contra(t-and roor Approved for use outside HVHZ: Yes of.Inspealw-pdf I Impact Resistant: N/A FL15279 g5 C-G4C_ W3-Listing-Intertek.pdf I Design Pressure: + 20 PSF/-20 PSF Quality Assurance Contract Expiration Date I Other: The OPTIONAL glazing available for this product 05/21/2028 f meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for Ij j FL15279R5II104175-RRevvOl.pdfwindborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windborne debris regions ( ref 1609.1.4 FBC). Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.4 1 004 W3-16 DSIE-1A171: 2050, 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.; 12051, 2053, 4050, 4051, 4053, 62, interior skin 29 ga. min.) Double -Car (9'2" to 16'0" wide) 64, 65, 62G, 62LG, 64G, SDP38, SFL38, SRP38, 134, 135, 13- WINDCODEQ W3 Garage Door 6130, 6131, 6133 2 of 7 4/15/2018, 5:17 PM Florida Building Code Online. https://www. floridabuilding.org/pr/pr_app_dtl.aspx7param=wGEVX... Limits of Use 1 Certification Agency Certificate Approved for use In HVHZ: No I FL1S279_R5 it CAC -Letter w;th_proo_f-of contract and -proof Approved for use outside HVHZ: Yes of ip5geSLlpn,pdf Impact Resistant: N/A Design Pressure: PSF/-21 PSF FL15279 -R5 C CAC W3 Listing_Intertek.pdf Assurance Contract Expiration Date20Quality Others The OPTIONAL glazing available for this product 1 05/21/2028 I meets the wind load requirements of the building code but 1 Installation Instructions ; DOES NOT meet the impact resistant requirement for I FL15279_R5 11 1QtI3 0_Rev3 ,pdf 1 I windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. I comply with the impact resistant requirement for windborne Created by Independent Third Party: I debris regions (ref 1609.1.4 FBC). I Evaluation Reports Created by Independent Third Party: 1 15279.5 1005 W3-16 DSIE-1A471: GD1SP, j Gallery/Artistry/Expressions: 1-3/8" Double -skin Insulated GR1SP, GD1LP, GR1LP, AR1SP, EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) i AR1LP, ED1SP, EDILP, 4132, 2132, Double -Car (9'2" up to 16'0' wide) WINDCODE® W3 Garage 6132, SFC38, MFC38 Door Limits of Use j Certification Agency Certificate Approved for use in HVHZ: No FL15275 RS_-4 CAC -Letter with -proof ofeontrac and_prgof Approved for use outside HVHZ: Yes of inspection.pdf Impact Resistant: N/A FLIS279 R5 C CAC W3 Listing 1ptgrtek.Ddf- Design Pressure: +20 PSF/-21 PSF Quality Assurance Contract Expiration Date 1 Other: The OPTIONAL glazing available for this product 05/21/2028 1 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for 1`1-15279_R5 It 10402$-Rev01.pdf I windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. f comply with the impact resistant requirement for wlndborne Created by Independent Third Party: I debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 15279.6 1 006 W3-16 DSIU-1A171: 9130, Double -skin Insulated PUR (exterior skin 27 ga. min.; 1 9131; 9133; HDP13, HDPF13, intenor skin 27 ga. min.) Double -Car (9'2" to 16'0" wide) I HDPL13, 7130, 7131, 7133, 8130, WINDCODE© W3 Garage Door 8131, 8133 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1$ZT9 _ R5_ G_CAC Lehr with proof of contract and proof Approved for use outside HVHZ: Yes Impact Resistant: N/A of Inspe0Qn,pdf I FL15279_R5_C CAC -N/3 Listing_Intgrtek.pcif Design Pressure: +20 PSF/-21 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but l DOES NOT meet the impact resistant requirement for Installation Instructions i FI15279 R5-tI-104 f68-RevOl,pof 1 windbome debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. j comply with the Impact resistant requirement for windborne Created by Independent Third Party: I debris regions (ref 1609.1.4 FBC). Evaluation Reports I Created by Independent Third Part 15279.7 007 W3-16 PAN-21`153: 73, 1500, Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0" wide) 75, 190, 84A, 94, 42, 48, 55, 42B, WINDCODEp W3 Garage Door _ 48B, 55S, 4RST, 6RST,-4RSF, 6RSF 9 - -- --- - ----- -- -- -- I Limits of use certification-- A en- Ce-rt-ificate- Approved for use in HVHZ: No L15279_R5--C_CAC_LetCl r with prcl2f Qf cpP.tr@.Qtand RroQf Approved for use outside HVHZ: Yes I of In5pectwi-pdf Impact Resistant: N/A FL15279_R5_CCAC W3- Usti rig _Intertek,pdf Design Pressure: +20 PSF/-21 PSF i Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 1 05/21/2028 j meets the wind load requirements of the building code but Installation Instructions ' DOES NOT meet the Impact resistant requirement for FLl 2S79R5II101308_kevl2,pdfIwindbornedebrisregions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the Impact, resistant requirement for windborne I Created by Independent Third Party: _ debris regions (ref 1609.1.4 FBC). Evaluation Reports j Created by Independent Third Party: 15279.8 ' 008 W4-09 DSIE-1F171: 4300, 2" Double -skin Insulated EPS (exterior skin 27 ga. min.; 4301, 4310, 4400, 4401, HDG, interior skin 27 ga. min.) Single -Car (up to 9'0" wide) iHDGL, HDGF, 66, 66G, 67, 67G, 68, WINDCODE@ W4 Garage Door i I SP200, SF200, SE200, 6200, 6201, 16203 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279-25C-CAC-Letter with p1gof of c-ontrgict-and proof Approved for use outside HVHZ: Yes of Insp-eLtiofl,p.df Impact Resistant: No FU5ZZ9_R-5-C-CACWg_L Isting Interlek,pdf Design Pressure: +28 PSF/-29 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 I 3 of 7 4/15/2018, 5:17 PM Florida Building Code Online https://ww. w. floridabuildi.ng.org/pr/pjl_app_dti.aspx?pamm=wGEVX..' i meets the wind load requirements of the building code but I Installation Instructions DOES NOT meet the impact resistant requirement for ! FL15279 R5_II 101652-B-Revll.pdf wlndborne debris regions. The product without glazing DOES 1 Venfied By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windborne ; Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). i Evaluation Reports Created by Independent Third Party: 15279.9 1009 W4-09 DSIE-11`471: GD2SP, I Gallery/Artistry/Expressions: 2" Double -skin Insulated EPS 1 GR2SP, GD2LP, GR2L9 AR2SP, exterior skin 27 ga. min.; interior skin 27 ga. min.) Single- i AR2LP, ED2SP, ED2LP, 4302, HDGC, Car (up to 9'0" wide) WINDCODEO W4 Garage Door 6202, SFC68, MFC68 Limits of Use I Certification Agency Certificate Approved for use In HVHZ: No FL15279 RS C. CAC Letter with proof of contract and proof Approved for use outside HVHZ: Yes of Inspection,pdf j Impact Resistant: No FL15279_R$ C C Q_LN4_Llsting_Inter[ek.pdf I Design Pressure: +28 P5F/-29 PSF I Quality Assurance Contract Expiration Date i Other: The standard glazing available for this product 1 O5/21/2028 I meets the wind load requirements of the building code but Installation Instructions 1 DOES NOT meet the impact resistant requirement for I FL1-5279_R5_1I-103969_B_Rev02.p4f windborne debns regions. I Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.10 ?010 W4-09 DSIU-11`171: 9200, I Double -skin Insulated PUR (exterior skin 27 ga. min.; i 9201, 9203, HDP20, HDPF20, interior skin 27 ga. min.) Single -Car (up to 9'0" wide) j HDPI20, 7200, 7201, 7203, 8200, I WINDCODE® W4 Garage Door 8201, 8203 I Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279_95C_CAC_Letter with - proof of contract and proof Approved for use outside HVHZ: Yes Impact Resistant: N/A of inspection,pdf F 152 RS.A( VV4 LiSsinn IntQrtek.ncif I Design Pressure: +28 PSF/-29 PSF Quality Assurance Contract Expiration Date I Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements or the building code but I Installation Instructions DOES NOT meet the impact resistant requirement for fL35279 R5_II 104183-RevOl.pdf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA,'Inc. comply with the impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 15279. 11 O11 W4-09 DSIUO-11<479: Canyon Double Skin Insulated PUR (exterior skin 27 ga. min.; I ! Ridge/Brookstone Intenor skin 27ga. min.) with Overlay Single -Car (up to 9'0" wide) WINDCODE® W4 Garage Door Limits of Use j Certification Agency Certificate Approved for use in HVHZ: No FL15279 R5C CAC -Letter _vYitLLprQ_Q ofcontract and -proof Approved for use outside HVHZ: Yes Qf-Inspectlon,Rdf Impact Resistant: N/A FL15279_R5_C_CAG_VJ4_Listing_lntertek,pof 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 FL15279 R5-II_104456-Re-v-Ol.odf j windborne debris regions. The product without glazing DOES I Verified By: Intertek Testing Services NA, Inc. comply with the Impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 15279. 12 1012 W4-09 PAN-217151: 73, 1500, 75, 190, 84A, 94, 76, 42, 48, 55, i 1 42B, 48B, 555, 4RST, 6RST, 4RSF, 1 6RSF, 2RST, GDSS, GDSSV, GRSS, GRSSV, ARSS, ARSSV, EDSS, EDSSV Limits of Use Approved for use in HVHZ: No I Approved for use outside HVHZ: Yes j 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 j DOES NOT meet the Impact resistant requirement for iwindborne debris regions. Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) WINDCODE® W4 Garage Door Certification Agency Certificate 1 FL15279 R5 C CAC Letter with proof of contract and Proof of inspection.pdf FL15279- R5 C_CAC _W4 Listing_Intertek.pdf Quality Assurance Contract Expiration Date 105/ 21/2028 Installation Instructions FL15279_ R5_II_300159_B:Revl6.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: 1 Evaluation Reports j Created by Independent Third Party: 4 of 7 4/15/2018. 5:17 PM Flnrida Building Code Online h ttps://www. fl oridabu i ldi n g. org/pr/pr_app_d tl. as px?parani=wGEVX.. 15279.13 1 013 W4-09 PAN-21F441: G4S, GS4, Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.) Single- G4L, GL4, GD4S, GD4L, GR4S, Car (up to 9'0" wide) WINDCODEO W4 Garage Door GR4L, G4SV GS4V G4LV GL4V, j GD4SV GD4LV, GR4SV GR4LV, E4S, E4L, ED4S, ED4L, E4SV E4LV, ED4SV ED4LV SS4, SL4, AR4S, AR4L, SS4V, SL4V, AR4SV, AR4LV Limits of Use i Certification Agency Certificate I Approved for use in HVHZ: No EL15279 R5 C CAC Letter with proof of contract and_proof i Approved for use outside HVHZ: Yes of inspertlQn.pdf iiImpactResistant: No FL15279_R5_CCAC_y1(4_Listing Interjgk.. dfdf Design Pressure: +25 PSF/-32 PSF j Quality Assurance Contract Expiration Date Other: The standard glazing available for this product 05/21/2028 i meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL15279_R5_II-1Q3411S_ --ReyQQ.Qdf windborne debris regions. Venfied By: Intertek Testing Services NA, Inc. j Created by Independent Third Party: ReportsEvaluation Created by Independent Third Party: 15279.14 014 W4-09 SPO 2F449: Grand Steel Pan (min. 24 ga.) with Overlay Single -Car (up to Harbor, Stone Manor 9'0"wide) WINDCODEQ W4 Garage Door I Limits of Use Certification Agency Certificate Approved for use in HVHZ: No j 1`1_15279 RS CCAC Letter with proof of contract and_proof Approved for use outside HVHZ: Yes of Inspegtlon.pdf Impact Resistant: N/A FL15279-RS-CCAC-W4 Listing_Intertek.pdf j Design Pressure: +25 PSF/-32 PSF Quality Assurance Contract Expiration Date I Other: The OPTIONAL glazing available for this product 105/21/2028 meets the wind load requirements of the building code but j Installation Instructions DOES NOT meet the Impact resistant requirement for windborne debris regions. The product without glazing DOES FL15279 R5 II 103549-RgvQ6.pdf I Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windborne Created by Independent Third Party: j debris regions (ref 1609.1.4 FBC). Evaluation Reports j i Created by Independent Third Party: 15279.15 015 W4-16 DSIE-11`171: 4300, 12" Double -skin Insulated EPS (extenor skin 27 14301, 4310, 4400, 4401, HDG, j interior skin 27 ga. min.) Double -Car (9'2" to 16'0" wide) HDGL, HDGF, 66, 66G, 67, 67G, 68, WINDCODE®- W4 Garage Door SP200, SF200, SE200, 6200, 6201, j 6203 i Limits of Use, Certification Agency Certificate Approved for use in HVHZ: No FLI5279 R5-C_CAC Letter with proof of contract aod_proof I Approved for use outside HVHZ: Yes of InspgQtign,gdf Impact Resistant: No F115279 RS C_CAC W4 Listing I ertk.iodf Design Pressure: +25.5 PSF/-25.5 PSF i Quality Assurance Contract Expiration Date Other: The standard glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL15279 R5 II 301481-B-Rev13 pdf windborne debris regions. Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports I Created by independent Third Party: , 15279.16 016 W4-16 DSIE-11`471: GD2SP, Gallery/Artistry/Expressions: 2" Double -skin Insulated EPS i j GR2SP, GD2LP, GR21-P, AR2SP, exterior skin 27 ga. min.; interior skin 27 ga. min.) Double - I AR2LP, ED2SP, ED2LP, 4302, HDGC, Car (9'2' up to 16'0" wide) WINDCODE@ W4 Garage Door 6202, SFC68, MFC68 I Limits of Use Approved for use in HVHZ: No - Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25.5 PSF/-25.5 PSF i Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. Certification Agency Certificate i FL]5279_R__C_CAC_Letter with proof of contract and_prgof of inspection.pdf FL15279 R5_C CAC W4_Li5Qng_Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL1S279 RS_II 104029-6-Rev03.pdf Venfled By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.17 ! 017 W4-16 DSIEO-1F479: i Double Skin Insulated EPS exterior skin 27 ga. min.; interior, Coachman/Settlers/Affinity j skin 27ga. min.) with Overlay Double -Car (up to 16'0" wide) I I _--__-•-- _ II_- _._-__. _--.-- --•--__-- I WiNDCODEO W4 Garage Door J-------- _ 5 of 7 4/ 15/2018, 5:17 PM Florida Building Code Onli ie littps://Nvww.floridabuilding.org/pr/pr app_dt1.aspx?param=wGEVX. Limits of Use 1 Certification Agency Certificate i Approved for use in HVHZ: No FL15279_R5_C CAC Letter wlth_pmo-f_of contract and proof 1 IApprovedforuseoutsideHVHZ: Yes of Inspgctionpdf Impact Resistant: N/A I FL15279 R5 C CAC w4 Listirqg_Interte.pdf Design Pressure: +25 PSF/-25 PSF Quality Assurance Contract Expiration Date I i Other: The OPTIONAL glazing available for this product I 05/21/2028 meets the wind load requirements of the building code but I Installation Instructions i DOES NOT meet the impact resistant requirement For F415279_fi5_11_03046=Rey07.pdf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. j comply with the impact resistant requirement for windborne I Created by Independent Third Party: i debris regions (ref 1609.1.4 FBC), Evaluation Reports Created by Independent Third Party: 15279. 18. 1018 W4-16 DSIU-11`171: 9200, Double -skin Insulated PUR (exterior skin 27 ga. min.; 9201, 9203, HDP20, HDPF20, interior skin 27 ga. min.) Double -Car (97' to 16'0" wide) HDPL20, 7200, 7201, 7203, 8200, WINDCODE@ W4 Garage Door 8201, 8203 Limits of Use Certification Agency Certificate ' Approved for use In HVHZ: No FL15279 R5 C_CAC Letter with -proof or contract and_proof I Approved for use outside HVHZ: Yes j of Inspection.pdF Impact Resistant: N/A FL15279 RS C CAC W4 Listing Design Pressure: +25.5 PSF/-25.5 PSF Quality Assurance Contract Expiration Date Other. The OPTIONAL glazing available for this product i 05/21/2028 meets the wind load requirements of the building code but 1 Installation Instructions DOES NOT meet the impact resistant requirement for i FL15279 R5 II 104169_Re-v01.pdf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. i 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: l i 15279.19 019 W4-16 DSIU0-11(479: Canyon Double Skin Insulated PUR (exterior skin 27 ga. min.; s Ridge/Brookstone 1 interior skin 27ga. min.) with Overlay Double -Car (9'2" to i 16' 0" wide) WINDCODE® W4 Garage Door i Limits of Use Certification Agency Certificate Approved for use in HVHZ: No l FL15279 RS C_CAC Letter with proof of contract and proof Approved for use outside HVHZ: Yes of Insoection.odf Impact Resistant: N/A FL15279 R5 C CAC W4 Listing lntertek.odf Design Pressure: +25.5 PS17/-25.5 PSF Quality Assurance Contract Expiration Date i Other: The OPTIONAL glazing available for this product 1 05/21/2028 I meets the wind load requirements of the building code but I Installation Instructions DOES NOT meet the impact resistant requirement for FL15279—R5—II-104457-Rev02.pdf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609.1.4 FBC)- Evaluation Reports Created by independent Third Party: 15279. 20 020 W4-16 PAN-21`153: 73, 1500, i 75, 190, 84A, 94, 42, 48, 55, 4RST, j 6RST, 4RSF, 6RSF, GD5S, GD5SV, i GR55, GR5SV, ARMS, AR55V, ED5S, i Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0' wide) WINDCODE® W4 Garage Door EDSSV Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL15279_115_C CAC —Letter withpro-of of contract and proof ; Approved for use outside HVHZ_: Yes of nspection.pOf I Impact Resistant: No FL15279 R5_C CAC W4_Listing-Intertek.pdf I Design Pressure: +24 PSF/-24.5 PSF Quality Assurance Contract Expiration Date Other: The standard glazing available for this product 05121/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FU5279 R5jL10-l717 8_Reyl5.pdf I windborne debris regions. Verified By: Intertek Testing Services NA, Inc- Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Go to Page ; d Page 1 / 8 6adt Nezt fln[act US :: Z511 LBlar Stone Road 7a6ahassee FL 3239g pli;_Q50-4E7-1824 The State of fbrlda Is an AA/EEO employer. CgW'Iigh1-3Q07_2Q13 StafG9f Fbrl a.:: vrlv_aW Statement AccwsiMrity Statement:: Refund Statement Under Florida law, email addresses are public records. If you do not wart your a -mat address released in response to a public -records request, do not send electronic 6 of 7 4/15/ 2018. 5:17 PM a Florida Building Code Online https://www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEV X... mad to this entity Instead, contact the off ce by phone or by traditional mat If you have any questions, please contact f150.487.1395. -Pursuant to Section 455.271(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emats provided may be used for officlal communication with the licensee. However email addresses are public record. if you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the pubic. To determine d you are a licensee under Chapter 455, F.S., please dick tic_M . Product Approval Accepts: M = Credit Card Safe r 7 of 7 4/ 15/2018, 5:17 PM PAIL VOUSS loE Rp MCw r2. n oa. 1>A r7• t9 YST M! f4 1 POR /RRL Mffi t< R rt1a1 IHT r 1]Y n >xlllllln nllllilr, nlllll14 n C urns r -tnc A III III a enuNY .on I - A ` 0/R71NL I1731OE K[WD LOUT M9110N 1 NAY Des'X_ - IrX aAsad R1vRr Rrao-.un •+aar 0+1RrrE oast +> llglr M®-/YQ 9 AL20 A/IROWL DA' R1[Tr At RAMS run Mxers AMEX i R SEE SHEET TWO FOR IMPACT RESISTANT CONSTRUCTION DETAIL "A" AND STANDARD CONSTRUCT DETAIL 'B"; TRACK AND JAMB DETAILS. SHEET 1 OF 2 OPTIONAL GLAZING MAY BE STANDARD OR IMPACT RESISTANT GLAZING. SEE SECTION B-6 FOR DETAILS. MAX. STANDARD SIZE IS 42-1/2'06', IMPACT RESISTANT GLAZING Is 21-5/a'x14-I/6•. 2'1 A( - MIS R A 2-1-2-1 ATiNN 0.G RO u-VIO eDANE u daiW1 w f SDGRw. tlC) j vo Y DENG H ENGUEER; MMrK wESrEIIELD. P RAMDA P.C. /4I4fS, 4C I.E. /23113Z raAS AE /vu13 i m tw •nMITETRIO ur,N]m m ao011 rsglRIMTOG-L-LOC 31JIQ1 troy. prrw A mrto11. VEr Y _ Mw4 w 1 r r„ a u1 av wwnoe . fin8: 2 SHIP LAP JOINTS. - It DENSITY POLYSTYRENE FOAM INSULATION 1- 5/16' THICK WITH ANTI. H4RCELL BACKER ( INSULATED MODELS ONLY) 25 CA MIN. CALV. STEEL SKIN WITH A BAKED -ON PRIMER, AND A BAKED -ON POLYESTER TOP COAT APPLIED TO BOTH SOB OF STEEL SKIN. 11R aoK• RSO •1 0®M oaw uo 1a M ILIawR RIr USIm RIA .tlOAq A M w 1 a11AO• CRS M M RIeMrA0. a11A0.q Met Oli a r• Rr-lol rM r ralP.Pp ow•narR, 11 •1a4Ra R.{ aR. 21 PaP1 1P• l v RRM w Huss oo HIIR » lHrr @ <pR. NR .) w]Rc AcaRr•¢ RIM wtANMr, iK R[-/Mat GY.GLYIOR F A IYVm R• rl 1'NOf['OMY Yq alipl y w 1a 1>• w e] d u1a LC.2 S.GS LC I LC I r wtw root a w He I a• 1? I Ir I w Clopay MPG: PAN-: DATE' 1/3/97 O BuildingProductsMASON. 4500 D'"jT ,MLc COT on (513) 770-44500 accao ry C] K:w•R4Nr1 N RANI a..ry MWI nnr m n )m D a sro rtTl ONO SPEED TASL rOR SECTION A -A (SIDE NEWI I F- 2' THICK 3' TALL U-BAR 20 GA CALV. STEEL MIN YEILD STRENGTH SO KSI LJ 1.1- 1- 7/6' T 12 GA CALV. STEEL TOP ROLLER BRACKET. EACH BRACKET ATTACHJ1 , SHEETED33CREWS. 14 CA. CALV. ROLLER HINGE. EACH HINGE FASTENED TO END STILES WITH (4) /14N5/3' SLEET METAL SCREWS AND (4) 1/ 4'a3/4- SELF TAPPING SCREWS. SEE VIEW V. TALL N 20 GA. CALV. STEEL U-BARS N A 2-1-2-1 PATTERN (I.E. TWO U-BARS ON BOTTOM SECTION. ONE U-BAR ON NEAR SECTION, ETC.). EACH U-BAR ATTACHED WITH ( 2) I/4'a3/4' SELF TAPPING SCREWS PER STILE LOCATION. 13 GA. GALV. STEEL BOTTOM BRACKET. ATTACHED WITH (2) I74.5/a' SHEET METAL SCREWS. ALUMINUM EXTRUSION A VINYL WEATHERSTRIP DESIGN LOADS: +24.0 PSF & -24.5 PSF TEST LOADS: +36.0 PSF, & -37.0 PSF VIN0. 0Y RATINS IINf, 1 1W 416'0'W X 16'O'H Esavrlra. CLASSIC AND CH RP STEEL PAN DOUBLE - CAR, 16'W +24/-24.5 PSF 1DGVNG NINKA VEE B 101711 IBC e 0 IMPACT RESISTANT ASSEMBLY DETAILS DRAINING 10 171 1 •A SECTION B-B (IMPACT-RFSISTANT GLAZING OPTION) atul v Fr1mFK 160aE1,[ Fa NlTN1MK m foFwaeaOF. RQ mI FIY1[ AFD FAnOD I ® wK nQ IC4 Knm, „wow .o i,wu,m oKqt®K III.YI rRTFI,tO[ AMP INIOIm A IaY M Ra•,e a/a• rrn COD e anD uoeli TTFY[ sow 2nm) as Dam . EnTmMa wEf_acmT aAvW AK TaaWl NQIpD-YD,Am KLI`CAN MT[ na n—r Ma IWNif. AN Ap ma m LG n102C N ACOOIIAMOE — ORY NRIaIID M ealfllANZ RM _9 FOCTON .0cm M STANDARD ASSEMBLY DETAILS DRAWING 10171 I-B SECTION B-B (NON -IMPACT RESISTANT GLAZING OPTION) Famar f—K s u.v COt1,m aM aaFOO SWc NOTE T+MT FROar FWa L WatOM r~ rlrilR-1[lSfANT 11tI1[. atAaw WOLDED ltt.a/a• rw aW SOE'/ STANOARO tiREMBLY CONSTRUCnON: aTvwuL >,, m2s a ,/F ACIIFC UTQ DrAARi orr,mWl AGNC RADetD o rwmMa OmOa O MnpFD CCm FmASTa. M /OmOYICL FIa1 fX/vw}1C FFOiM T" slat AMOVESSOM,T FOFMMU R Ca/MVOmOIMTa[ %" v IQIS M IRO IIDO a[m a M RMW ,AIAaeIC GOOF a FeIpMlI01K R,AK.m COK M llm M I ISMatmN pM( Of1F3 Im101i QW, -v m ,s rev.a). a/sv IAn Duc„s a : LFNEMes ,-,/a- Du ,arF,a amaa@ LW mow" w E Wlrllp (a,R ltaf KO1IID MOMQ A n3RN WWND SMFATE. MpQOMTAL AWR W Na lENO. rA' 9ElvE 111tf101 KIl1i OX SO, QNIEA (L.011 M w NMp[TO. a1/41a• TA•COa faE17 at 1T Q/aoo i300 9 W. OON°CIE, DF r 4WIE1O (C-FO RADA. ,• M MDpo UVACD a1M nIGVNS. AI,o0a1 YAY K mIN,m, DM FIDE 1@IIm) ,0 PtOM[ A FUON M012TIW RF,iACL eOigartAL A DO IOf iRMiSIOI ,p0 Ramp, f p l5 IION TO G1MA 1p-IF1. DtaMm ODUF IIFFiS9aVL Wf —0 K D.%D,0 m —04 ALTOWTE rMum AIC/ql DAB COMFIWMTIa6 LKFAM1,0,1 d Fr Epee. Sma OrYomwINmaSMALLERCFO RAT) 2.6 , iLEI FF[ JW1%10 G, W. G,L,. Qm 00 1F1L 7A G CFLv. FrLL mm FTu— w 2/ ir.l-0n' IAD FDIT' o, ,Te•, a w[]OR.72,F" D I F G G , Wat. rl To T/,r ID a0A10 nA2MNr ` :t u) Ie)#IIU1 lira* rinvtpt (Ow ra amino ICTK ISt11e i Lv. SRLI T riAmlD n G DAty FaLDt -GE FAat MIRF ck, FtuL a RDaaT[ s i loco m msnaaTm (9 no (slP•AIO ISm TRAcx 0Ow0jRATION TXE ODOR OPENINGDOES WE ./4-i-ansa ml DFlMO Rfa7F. DOES NOf AFFECT 7NE WNO LOAD RAW OF THIS DOOR. uLL sxDFr Flat RaL aalnl col fTm A aTLW n[ IYRCOK iro_mriarmtRFTYli1FTA,2R) F' ,AIL alas DO ,A,001 t1iC M F00, Fr M F,FrgRNO naat:aMl DLRDS 1 M K M m M w1av" ON DR N ADDMV Cr ISM CUFImF RRAO CODES roe ra LDemi t7 G GIY. iIIIL /UC FMO,R. GOI $157M TQ FWOSTRUCTtK AITrA-s/FNow LAD scK.L tmm a M 0,1M10. DrR10N f* 4% rwa nm Tmm L. t> L TII+Df 11Ft>0: Arm• _ M. 7- th".,2 G aLY, s,m RDfA wa Er. y TaAD( narrAcn TLI soc Mel L "';;,,;; RI" ST`D. P Building Prc FE nF TFkAS r. e w,sa Company a..Fr c.n. MORow^ IQMl1MT ( TD N, Dom alT+ r TALL - a G aw.v. s,m rue saACKr. Aa, rA1ip( D TQ atltO ADi ,FTa . 1• aALv. Rm TMrA. Tnta Trrmllm 4,q" rt Mma T,+. 2-+/a••u G alr.9sptucLry TF,naT FTIILMi i TaTAo,r m io[Nmir lMwai nF2 Ki, e[La .DO TaAfa{ Nor mrAcanzlspaMm2FOR mDtws MR, q t• ' rTRACK mc lw MDTOla® Ila DKK 7 FaF rDR W CrA& I r•CgIII IOR WK OFFALFADQDESIGNLOADS: +24. 0 PSF'& -2/5 PSF TEST LOADS: 36. 0 PSF Ar -37.0 PSF Florida Building Code Online https://www.floridabudd ing.org/pr/pr_app_dti.aspx?param=wGFVX..' SCIS Home tog In I User Registration ; Hot Topics SubmitSurcharge E Stats & Facts Publications FBC Stair 1106 Site Map inks Search F Of!t)a Product Approval SoUSER: Pubkc User a u itt,mpr Pt9_ 0Prl Agx-Q'Yllii4Jlu > ftdtict or A9pkatip n Search > Appica tlgn_UtA > Appfcation DetaR FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/ Phone/Email Authorized Signature Technical Representative Address/ Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method FL17499-R3 Revision 2017 Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. 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. Urich, PE Validation Checklist - Hardcopy Received Standard Year AAMA 506 2011 AAMA/WDMA/CSA 101/I.S.2/A440 2008 AAMA/WDMA/CSA 101/I.S.2/A440 2011 Method 1 Option A 1 of 4 4/13/2018, 7:05 AM Florida Building Code Online https://www. floridabu ilding.org/pr/pi _app_dtl.aspx?param=wGEV X... Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 01/15/2018 01/15/2018 01/21/2018 rFLitjModel, Number oName oraesc escDescriptionI i 17499.1 185 SH I -- - - - ------ --- - - - - - -- i 36x84 Fin/Flange Frame IG/SG Impact Single Hung t Limits of Use Certification Agency Certificate Approved for use in HVHZ: No I FL174 2-R31rACh1)-Windgws - 185-5H(Firi ImRart Approved for use outside HVHZ: Yes j (4).pdf Impact Resistant: Yes FL17499_ R3 C_CACMIWinilgvys - 18 H (Fin) linpact (S) Design Pressure: +55/-55 DongpLf Other: R-PG55*, Missile Level D, Wind Zone 3. Glass to be FL17499 R3 CAC_ Ml Wlndnws_185 SH FI nee lm a4t i bedded in Pecora 896 sealant. i C31_f 1 i 17499. 2 1 185 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No r Design Pressure: +60/-60 Other: R-PG60 I 17499. 3 + - - _-- 1 185 SH _ j Limits of Use 1 Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +60/-60 i Other: R-PG60* i r i i i 17499_ 4- -- 185 SH - iLimits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +60/-67 Other: R_PG60* 2 of 4 FL174_ 99-R3 C__CAC-WndowS__4 SH_(FlangelIm-pact 4). pdf Quality Assurance Contract Expiration Date 10/ 17/2018 Installation Instructions FL17499_ R3_I1 08-0254513,01' Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports F 1L 7499-R3-AE 513321E-3.pdf II Created by Independent Third Party: Yes i 52x72 Fin/Flange Frame IG/SG Single Hung Laminated Glass Certification Agency Certificate FL17499 R3-C-CAC APC(13361)C1726,01_109--47_R9185 i SH(FSG waiver).pdf , j FL17499 RS_C CAC MI Windows= 185 SH (Fin) (11),pof FL 1499 R3 C-CAC MI W!ndows _ 185 SH _(Fm) (12). )df I Fi,17492_93_C-[J1CM1 Wirldpw --185 ! li_(FlangG) L4), pdf f Quality Assurance Contract Expiration Date j 10/ 08/2018 Installation Instructions FL17499 R3 11 08.02549B,pdf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499_ R3 AE 513327E-4.pdf Created by Independent Third Party: Yes 36x84 Fin/Flange Frame IG/SG Single Hung Laminated Glass i Certification Agency Certificate FL17499 R3C CAC APC(13363)E17290-109-47_Q_185 _; SH ( FLG waiv r pdf 7- 199-R3 C CAC -MI Windows---185 SH_(Fjn]_(13).pdf FLi7- 499 RS_C CAC MLWindQws_185 SH-(Firl) (14). df FL174g2- R3 C AC M1 WindQw5-jf;5_5fl (Flange) 11Lpdf Quality Assurance Contract Expiration Date 10/ 17/2018 Installation Instructions FL17499 R3-_IP 08_025-50B.pcif Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes i Evaluation Reports FL17499_ R3 A-51332 B-_S,pdf Created by Independent Third Party: Yes 36x71 Fln,-Finless, Flange Frame IG Single Hung 1 Certification Agency Certificate I F1.17499 R3-C A A C H0462.01-199-47-RO 185 SH 44Z5Z2jr) df Quality Assurance Contract Expiration Date 04/ 25/2022 Installation Instructions _ F 4/ 13/2018, 7:05 AM Florida Building Code Online https://www.floridabu i lding.org/pr/pr_app_dtl.aspx?param=wGEVX. FL174 9-R3 II-08-_03163.pdf I Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports i FL11499 R3 AE 514082.odf Created by Independent Third Party: Yes 17499.5 185 SH 52.72 Fin/Flange Frame IG/SG Impact Single Hung Limits of Use Approved for use in HVHZ: No Certification Agency.Certificate FL17499 R3 C CAC M1 Win ows - 185 $FI_(Fin) Impact Approved for use outside HVHZ: Yes 2).oaf Impact Resistant: Yes FL174 R3 C CAC MI Windows - 185 SH F) impact Design Pressure: +55/-55 31.odf Other: R-PG55, Missile Level D, Wind Zone 3. Glass to be FL17499_R3 C CAC Iql Windows_185 $FLI an e)_Irripoct bedded in Pecora 896 sealant. 2).pdf 17499.E-- --- 185 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +60/-60 Other: R-PG60 i 17499.7 185 Triple SH Lts of Use Approved for use in HVHZ: No l Approved for use outside HVHZ: Yes I Impact Resistant: No Design Pressure: +50/-50 Other. R-PG50* 117499.8 1185 Twin SH ` Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +45/-45 Other: R-PG45 FL174g9_R3_C CAC htt Windows - 185 SH Flange) Impact I L5)•p_df Quality Assurance Contract Expiration Date i j 10/10/201EI I Installation Instructions FL]J499 R3_11 08-02544B-I.pdf i Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL17499-R3 AE 513320B-1.pdf Created by Independent Third Party: Yes 1 52x84 Fin/Flange Frame IG/SG Single Hung - Certification Agency Certificate FL17499-R3 CSC APC(13362)E17zS.01 109 47_RO.185 SH(FI,G waiYv05-13IG I:BA-52 1-8X84 RU(1170918)_p_df i FL17499_113 _C_CAC h11 VJindo=185 SH-(Fin)_(10).pdf F117499_R3_C_CAC_MI WmdQws= 185 SH (Fin) (9).pdf j 9s1L pdF_L17499 C_CA MI YJindows -_i85 SH (Plan 9 , f Quality Assurance Contract Expiration Date I 1 10/09/2018 I Installation Instructions EL17499 R3 _II 08_025468.2.pdf i 1 Verified By: Luis R Lomas PE 62514 j Created by Independent Third Party: Yes i Evaluation Reports F1174 99-R3 AE_51.3322B-2.pdf Created by Independent Third Party: Yes 111x72 Fin Frame IG/SG Single Hung 11002 Flange Frame 1G/SG Single Hung Certification Agency Certificate FI,-17499 R3_C_CA_C MI Windows - 185_SH TriplelBn) j (3)..pdf FL17499--R3 C CAC_MI in ows - 185 5H Triple 10a) 4_Lpdf. I FL17499_R3 C-CAC ML yVliJo:)w 185 SH Tripig (Flan_yc e) i (3).pdf FLIj-499 R3_C_CAC_MI WindQws_,_185 5_H_Tripl_(F)nge) qa,-pdf Quality Assurance Contract Expiration Date 10/20/2018 i Installation Instructions FL17499_R3 II_Q8=0 59$B.pdf , I Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports i FU7499-A3-AE 513324B-6.pdf Ii Created by Independent Third Party: Yes 30602 Fin Frame 1G/SG Single Hung 10502 Flange Frame IG/SG Single Hung Certification Agency Certificate FL17399_R3S-C4C MI Windows-- 185 SH Twin- Fin I 3).pdf FL17494 R3 C_CAC Ml Windows -_185 SH Twln_(Fin) I 4).pdf ELI7-4.99-R3_C_CAC--M1 Win ws - 185'SH Twin (Flange) 3)-PA( 3 of4 4/13/2018, 7:05 AM Florida Building Code Online hops://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVX... F-17499-R3_.C.__CAC MI_Wln ws - 185-SH Twiri (Flange i (4).pdP j Quality Assurance Contract Expiration Date # E 10/20/201B Installation Instructions 1t FL17499 R3 Ij 08-UZ 47B-7,p f Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE 513323E-7,pdf Created by Independent Third Party: Yes Wl ` neat Contact Us .: 2601 Blair Stone Road. Tay,ssee Fl 32399 Phone: 850 410 - The State of Florida Is an AA/EEO employer. Copyright 2007-2013 5La44 ffFFlorda. Prh au Statement :: Ac -lbiky Statement :: Refwtd Statement Under Florida law, email addresses are public records R you do not want your e-mail address released In response to a public -records request, do not send electronic mad to this entity. Instead, contact the oftke by phone or by traditional mail. If you have arty questions, please contact 850.487 1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F S. must provide the Department with an emal address if they have one. The emarts provded may be used for ortkol communication with the kertsee. However email addresses are pubic record. If you do not wish to supply a personal address, please provde the Department with an email address which can be made available to the pubk- To determine ifyou are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: M1 ® rth«r E CreditCard Safe security.4it 6cs 4 of 4 I. f 4/13/2018; 7:05 AM NOTES. 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITF+ RCCUIREMENTS OF THE FLORIDA BUILDING CODE 2 WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD 3 1X BUCK OVER MASONRY/CONCRETE IS CPTIONAL. 4 WHERE SH!M OR BUCK THICKNESS IS LESS THAN 1-1/2" 'WINDO'w 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 10 SECURED WOOD BUCK IN ACCCROANCF 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 ;NIlERIOR FACE SO THAI FULL FRAME SUPPORT IS PROVIDED. 8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED .AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS MAXIMUM ALLOWABLE SHIM STACK IO BE 9. SHIMS SHALL BE LOCATED. APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS 10 'WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR -CALCULATIONS, 11. FRAME .MATERIAL. EXTRUDED RIGID PVC. 12 UNITS MUST BE GLAZED PER ASTM E1300-04/C9, SFF SHEET 11 FOR GLASS DETAILS IS. APPROVED IMPACT PROTECTIVE SYSTEM !S REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS RFGIONS, 14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR "2X BUCK USE #8 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS RMSIONS REV DESCRPT'ON DATE APPICKD A REV'5CD ANCHOR SPACING & CHARTS 07/Il/16• EL B REVISED GLASS 10/02/17 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 5N10 S'ljBSTRATE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALIATION OETAI'S. 16. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WI1H SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDCE DISTANCE LOCATE ANCHORS AS SHOWN IN FI EVATIONS AND INSTALLATION DETAILS 17 FOR ANCHORING T-TROUGH FRAME INTO METAL STRUCTURE USE #10 SMS CR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE.3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN 'N ELEVATIONS AND INSTALLATION DETAILS 18 ALL FASTENERS TO BE CORRCSION RESISTANT 19, INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW A WOOD. MINIMUM SPLCIFIC GRAVITY of G=0,42 B. CONCRE"E. MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. C. MASONRY • HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2.000P51 MINIMUM. D METAL STRUCTURE: STEEL 18GA (.048'7 FY=33KSI/FU=52KSI OR ALUMINUM 6063—T5 FU-30KSI 048" TIIICK MINIMUM TABLE OF CONTENTS SHEET NO DESCRIPTION 1 NOTES 2 - 3 ELEVATIONS 4 - 10 INSTALLATION DETAILS it COMPONENTS SIGNED: 1211412017 LLCM11WINDOEST RE11 650 WMARKETAND STREET S1 GRATZ, PA 17030-0370 J v •VG vsF • 0 SERIES185ALUMINUMSINGLEHUNGWINDOW52" X 72" NON-IMPACTNOTES F, 00R10; m,0ORAwN• pwG v0. REv Nx 080549 8 OMALIE V LDIS R. Lomas P.E. FL No.: 62514 NTS °"TE 12/29/14 OF 11 L ROBERTO LOAAS PE U32 WOOOFORD RD LEWISVILLE, RC 27023 q 1- 6M-0009 dbm.WkbnUV* om I 52" MAX FRAME WIDTH' 52' MAX FRAME WIDTH — 2" MAX - 16" MAX O.C. - 2" MAX 2" MAX 16" MAX O.C. 2" MAX 1 ` j- r 16" MAX 0 C. 72" } MAX FRAME HEIGHT 2': / 11 16" 10MAX / 0 C. 72" .r- MAX FRAM E HEIGHT 185 ALUMINUM SINGLE HUNG WINDOW 111 185 ALUMINUM SINGLE HUNG WINDOW EXTERIOR NEW DESIGNER EXTERIOR VIEW FLANGE 6 FINLESS INSTALLATION FLANGE 6 FINLESS INSTALLATION SEE CHART M1 FOR SMALLER UNITS REQUIRED ANCHORS SEE CHART Nf FOR SMALLER UNITS REQUIRED ANCHORS DESIGN PRESSURE RATING IMPACT RATING' t60.OPSF NONE NOTES: 1 MAXIMUM SASH SIZE. 51" X 35". - 2 MAXIMUM SASH D L.0 47 5/8" X 32 1/2" 3. MAXIMUM FIXED J.L.O. 49 3/6' X .52 1/2". I HARDWARE SCHEDULE METAL SWEEP LOCK AT 8" FROM EACH ENE BLOCK AND TACKLE BALANCE AT JAMBS M RE'ASIONS iEV C.sCRiPTrou DATE I APPROVED A REVISED ANCHOR SPACING & C4ART5 07/11/16 R.L B I REVISED GLASS 10/02/17 R L. CHART #1 Number of anchor locations required Frame Frame Wldth in Height 18.00 24.00 30.00 1 36.00 42.00 1 48.00 52.00 in) Hoad' Jamb Head Jamb Head Jamb Head Jamb Head Jamb Head Jamb Head Jamb 24.00 2 3 3 3 3 3 3 3 4 3 4 3 4 3 30.00 2 3 3 3 3 3 3 3 4 3 4 3 4 3 35.00 2 3 3 3 3 3 3 3 4 3 4 3 4 3 4100 2 4 3 4 3 4 3 4 4 4 4 4 4 4 48.00 2 4 3 4 3 4 3 4 4 4 4 4 4 4 54.00 2 5 3 5 3 5 3 5 4 5 4 5 4 5 60.00 2 5 3 5 3 5 3 5 4 5 4 5 4 5 66.00 2 5 3 5 3 5 3 5 4 5 4 5 4 5 72.00 2 5 3 6 3 6 3 6 4 6 4 6 4 6 SIGNED: 1211412017 M' LLC R 11Lr0650DOWSWWESTMARKETETSTREETJ\S1 GRATZ, PA 17030-0370 GENS Lp 0,951SERIES185ALUMINUMSINGLEHUNGWINDOW 52" X 72" NON -IMPACT FLANGE & FINLESS ELEVATIONS 0 STATE OF, r\\\ DRAWN. DriG NO REV N. G D8 6 LDIs R. Lomas P.E. FL NO.- 62514 NTS r DA12/29/14 s0E259 2OF 11L ROBERTOLONASRE 1432 WOODFORD RD LEK7SVILLE NC27023 434-66a-0605 rfi m sgb ..upe.can r ur.-.w+ w-•m-.—+^.y-'--.-,..., ,-...r.....-,•.--='----.,.,...--..+,.....•ra 7* ......e-x.,.ewlArw+ni.ww..- •",....-......__ »..... .. ... 52" MAX FRAME WIDTH 52" MAX FRAME WIDTH - 2" MAX '10" MAX 0 C. 2" MAX 2" MAX — lb" MAX 0 C. I I - —-------- I i 10" 10" MAXI— O I MAX a/ 72" 72" r MAX MAX FRAME - ----- — I FRAME HEIGHT I / HEIGHT11 LA x 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM_ SINGLE HUNG WINDOW EXTERIOR VIEW EXTERIOR VIEW FW INSTALLATION FIN INSTALLATION SEE CHART r2 FOR SMALLER UNITS REQUIRED ANCHORS SEE CHART u2 FOR SMALLER UNITS REQUIRED ANCHORS OESIGN PRESSURE RATING IMPACT RATING , 460.OPSF NONE NOTES- 1 MAXIMUM SASH SIZE. 51" X 36". 2. MAXIMUM SASH D.L 0.: 47 5/8" X 32 1/2". 3 MAXIMUM FIXED OLD: 49 3/8" X 32 1 / 2". HARDWARE SCHEDULE METAL SWEEP LOCK AT 6" FROM EACH END INTERIOR MEETING RAIL BLOCK AND TACKLE BALANCE AT JAMBS REWSON5 REV MCRIprION I DATE I WPROVED A I REVISED ANCHOR SPACING & CHARTS 07/I1/15 RL 2" MAX 8 REVISED GLASS 110/02/17 R,L CHART #2 Number of anchor locations required Frame Frame Width (in) _ Height 18.00 24.00 30.00 36.00 42.00 1 4d.00 52.00 in) H L S Jamb HAS Jamb HAS Jamb HAS Jamb H 6 S Jamb IMAS Jamb HAS Jamb 24.00 3 3 3 3 4 3 5 3 5 3 6 3 6 3 30.00 3 4 3 4 4 4 5 4 5 4 6 4 6 4 36.00 3 5 3 5 4 5 5 5 5 5 6 5 6 5 42.00 3 5 3 5 4 5 5 5 5 5 6 5 6 5 48.00 3 6 3 6 4 6 5 6 5 6 6 6 6 6 54.00 3 6 3 6 4 6 5 8 5 6 8 8 8 8 60.00 3 7 3 7 4 7 5 7 5 7 6 7 6 7 06.00 3 8 3 8 4 8 5 8 5 8 6 8 6 8 SIGNED 1211412017 MI D LLC 1R IILO//' 650WINDOWSEDOOR ETMA S ENyGRATZ, PA 17030-0370 Or t• 0,.61251 *= SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 7NON-IMPACT E FINELEVATIONSaz TATOFQ i' PFS'c[OR1D;•G'` DRlwNDWCNO. REV N 08 6 Luis R. Lomas P.E FL No,: 62514 M NTS DATE 12/29/14 SHEET OF 11 L ROBERTO LOMAS P E T432 WOOOFOR0 RO LEWISVILLE. NO 27023 434- W8-0e09 Abmesptrbmaspe.mm 1/2" MIN EDGE 0157AVCE WOOD FRAMING OR 2X BUCK' BY OTHERS 1 1/4" MIN BACKER ROD h APPROVED 1/4" MAX. _I SEALANT SHIM, SPACE 10 WOOD SCREW It III I INTERIOR I i EXTERIOR k BACKER ROD d APPROVED SEALANT WOOD FRAMING OR 2X. BUCK BY OTHERS VERTICAL CROSS SECTION SIL, TO BE SET IN A BED OF APPROVED STRUCTURAL SEALANT 1/4" MAX. SHIM SPACE 1A470D FRAMING OR 2X BUCK INSTALLATION NOTES i INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. ' 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH AS TM E2112 REVI51oNs' DESCRIPTION pA1L APPROVED REVISFD ANCHOR SPAC.NC & CHARTS Olp 16 R.L. REVISED GLASS 1 10/37J17 RL. V 1/4" MIN 1/A- IAAX. FMRFOMFNT i SHIM SPACF, 1 1/2" MIN I INTERIOREDGE DISTANCE 1 — r 10 WDOD jSCREW WOOD FRAMING OR 2X BUCK BACKERBYOTHERS kROEC EXTERIOR' SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 1211412017 MI WINDOWS AND LLC IICO WEST STREET S\R GRATZ, PA 17030-0370 ti •GENSFgJ Df RO SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON -IMPACT FLANGE INSTALLATION DETAILS p . DO,. TATF i/' s;'t0RM N' DWG a0, REV N. L o8 549 B ONA `IEa V` if II LUIS R. Lomas P.E. SO DA1LNTS12/29/14 4 OF 11 L ROBERTOLO MASPE, 1432 WOODFORD RD LEMSVILLE. NC 27023 FL No.: 62514 31-688-OW9 rNbrnisdNHom&" mm 1/2" MIN EDGE DISTANCE NI" I STRUCTU BY OTHE APPROVED SEALANT 1/4" MAX SHIM SPACE 10 SMS OR SFLF DRILLING SCREW INTERIOR I r^' J EXTERIOR 1 BACKER ROD do APPROVED SEA', ANT META STRUCTUR BY OTHER SILL TO BE SET IN A BED OF APPROVED STRUCTURAL SEALANT 1/4" MAX. SHIM SPACE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY 2. PERIMETER AND JOINT SEALANT SY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 REVISIONS DESCRIPTION DATE APIVWM REVISED ANCHOR SPAaNG n CHARTS 07/11/Ifi RL. REVISED GLASS i 10/02/17 1RI. 1/s„ MAX , SHIM SPACE I I y 10 SMS CR INTERIORSELFDRILLING SCREWS EDGE DISTANCE 1 EXTERIOR METAL STRUCTURE BACKER RODBYOTHERS h APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 12/14/2w MI WINDOWS AND DOORS, LLC V 11111III//J/ 650 WEST MARKET STREET 5 R' LO4f//i GRATZ, PA 17030-0370 v •GENi- 0 552" SERIES 185 ALUMINUM SINGLE HUNG WINDOW X 72" NON—IMPACTFLANGE4TATINSTALLATIONDETAILSAOF • ,, ir S'cZ0R10p: MAWS DWG NO REV 08 6 NAl1 Luis •R. Lomas P.E. FL Noas sc f NTS 0' 12/29/14 s0"EET59 OF T1 L. ROBERTO LOMASPE 1432 WODOFORD RD LEWISVILLE• MC 27023 1. 7I-6 -MY rFom soft n m. mm 2 1/2" MIN EDGE DISTANCE CONCRETE/MASONRY \ BY OTHERS ' OPTIONAL IX BUCK 4 1 1/4" MIN. SEE NOTES 3 - 7 ° EMBEDMENT SHEET 1 • 1/4" VAX J BACKER ROD ` SHIM SPACE APPROVED SEALANT 3/16" ?APCON j INTERIOR K t I i U EXTERIOR 1 I SILL TO BE SET BACKER ROD IN A 9CD Of k APPROVED APPROVED SEALANT STRUCTURAL SLALANi OPTIONAL 1X BUCK 1/4" MAX. SEE NOTE 3 - / r- SHEET 1 SHIM SPACE i CONCRETE/MASONRY - BY OTHERS e VERTICAL CROSS SECTION CONCRETE/MASONRY 1NSTALLAT70N REVIS 0NS Ev D-SCRIP110N DATC APPP.DVED A I REVISED ANCHDR SPACING & CHARTS 07/11 /16 R L N REVISED CLASS 10/02/17 RL 1 1/4" MIN EMBEDMENT CONCRETE/MASONRY 1/4" MAX BY OTHERS ---- SHIM SPACE 3/ 16" TAPCON I . v I INTERIOR I 2 1/2 — MIN. Dec— DiSiANCE BACKER ROD EXTERIOR APPRO\'ED O-TIONAL 1X BUCK- .SEALANT SEC NOTES 3 - 7 SHEET 1 JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITHASTM E2112 SIGNED: 12/14/2017 MI WINDOWS AND DOORS, LLC 6GRATZ,SPA 1MARKET7030 0370T 1111I117rI/, SERIES 185 ALUMINUM SINGLE HUNG. WINDOW 52" X 72" NON-IMPACTFLANGE1:1*A OFINSTALLATIONDETAILSTAT F ORID'• DRAWN N.G. DWG NO 08 502T549 REV SCALE NTS ouE 12/29/14 6 OF 11 Luis R. Lomas P.E. FL Na.: 62514 L ROBERTO LOMAS P E W2 WOODFORD RD LEWISVILLE NC 27023 434,6M-0609 ribma9Vk1on 1W@ cum pEV15101'S 1 /2' MIN REV DESCRIPPCN _—_ _ I G-E ePPpOVED EDGE DISTANCE A REVISED ANCHICR SPACING k CHARTS 07/11/16 R.L WOOD FRAMING — REVISED '-ASS 0/02/17 R 1. OR 2X BUCK" ---- BY OTHERS I BACKER ROD 3c APPROVED 4 MAX. SEALANT SH", SPACE BACKER ROD APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS N10 WOOD SCREW 1 1/4" MIN----II 1/4" MAX EMBEDMENT I SHIM SPACE MIN INTERIOR EDGE DISTANCE \- SILL 10 BE SET IN A BED OF APPROVED STRUCTURAL SEALANT 1/4" MAX E SHIM SPACE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR ANO EXTERIOR FINISHES, BYOTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO SE DESIGNED IN ACCORDANCE WITH ASTM E2112 SCREW WUUU FRAMING J EXTERIOR OR 2X BUCK -` BY OTHERS RACKFR ROD do APPROVED SEALANT JAMB INSTALLATION_DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 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 DRAWN- L"kD No N.G. 08-02549 SCALE NTS I DATE 12/29/14 1 SNEET7 OF 11 L. ROBERTO LOMAS P E. f 432 WOODFORD RD LEWISVILLE, NO 27023 434-ACE-0009 Abrrt>Mortlup wm SIGNED: 1211412017 J\ 5 RI1IL/o// ST/AATTE OF ; ryti0' OFs; i ZONA i 1E1 Luis R. Lomas P.E. FL No.: 62514 METAL STRLIC PURE BY OTHERS APP ROVFO SEALANT 1/2' MIN EDGE DISTANCE 1/4" MAX. SHIM SPACE REVISIQYS " DESCRIPTION DATE I AllR0VE0 REVISED ANCHOR SPACING K CHARTS I L`7/11/16 R.L REVISED CLASS tD/02/t7 RL 1/4- MAX. SHW SPACE 10 SMS OR SELF DRILLING 10 SMS OR INTERIORSCRCilSELFDRILLING INTERIOR SCRLWS LLL III___ c— 1/2' MIN. r-_--- ----- EDGE r DISTANCE r -- rs EXTERIOR METAL BACKER ROD STRUCTURE k APPROVED EXTERIOR BY OTHERS SEALANT JAMB INSTALLATION DETAILI! METAL STRUCTURE INSTALLATION SILL TO BE SET IN A BED OF APPROVED STRUCTURALI HACKER ROD SEALANT 6c APPRCVcD SEALANT ^' V1/4" MAX F SHIM SPACE STRUTTRS BY OTHERS VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY 2 PERIMETER AND JOIh7SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 1211412017 MI D , T LLCEDOORSTRE650WIND0WSMn R11I1L10WEST //,// GRATZ, PA 17030-0370 J•NGENp 9cP o,fi1251/ SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON —IMPACT k l41,Lpa` FINLESS INSTALLATION DETAILS0,' ATEE OF. \ s 40RID. GDRAWN13 "1. RCV N.G. D8 B sloIIIAIII?\\`` Luis R. Lomas P.E FL No.: 62514 NTS D^1E 12/29/14 SHEE759 OF 11 L. ROBERTO LOMAS P E 1432 WOMFORD RD LFMSVILLE. NC 27023 4.U-6M-0909 1uo s MMM ca+ 2 1/2" MIN EDGE DISTANCE CONCRETF/MASONRY T BY OTHERS " a 1 1/4' MIN OPT1X BUCK EMBEDMENT SEE NOTES 3 - 7 _ SHEET 1 i 1/ k" M.AX BACKER ROD SHIM SPACE k APPROVED SEALANT 3,/ 16" TAPCON INTERIOR i II L, EXTERIOR REVS, ONS DESCRIPTION DATE APPROVED REVISED ANCHOR SPA,.ING do CHARTS 07/11/15 R.L REVISED GLASS 10/02/ 17 R L 1 1/4" MIN _ EMBEDMENT CONCRETE/ MASONRY BY OTHERS OPTIONAL 1X BUCK SEE NOTES 3 - 7 a SHFFT 1 3/ 16" TAPCON - / 1/4" MAX. I SHIM SPACE INTERIOR 2MIN I f— — -- ----- q EOGE DISTANCE J BACKER ROD EXTERIOR k APPROVED SEALANT JAMB INSTALLATION DETAIL CONCRETEIMASONRY INSTALLATION SILL TO BE SET BACKER ROD k APPROVED r IN A BED OF APPROVED STRUCTURAL NOTES: I INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. SEALANTSEALANT2, PERIMETER AND JOINT SEALANT BY OTHERS TO BE OPTIONAL 1X BUCKJI 1/4- MAX, DESIGNED IN ACCORDANCE WITH ASTM E2112 SEE NOTE 3- 7 Y' SHIM SPACE SIGNED: 1211412017 SHEET 1 MI WINDOWS AND DOORS, LLC i11111/II,, CONCRETE/ MASONRY n-- --- 650 WEST MARKET STREET GRATZ, PA 17030-0370 S R L 4f . " v, \GEAl `r BY OTHERS n SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON -IMPACT n •, FINLESS INSTALLATION DETAILS DRAWN DXC NO. REV O••UAT DFQJ_ s COR OT. • G\\\ N.G.ea8SFEE' 8 VERTICAL CROSS SECTION DATE 99 NTS 12/29/14 g OF 11 CONCRETEIMASONRY INSTALLATION LROBERTOLOMASPE7432 WOODFORD RD LEWISVILLE, NC 27023 Luis R. Lomas P.E. FL ND.- 52514 434-6M-M09Obmwgfwp.c o APPROVED SEALANT BEHND FIN L _ 7/16" MIN EDGE DISTANCE INTERIORt S EXTERIOR / I U 7/16" MIN J EDGE DISTANCE APPROVED SEALANT BEHIND FIN 1 1j4" MIN. EMBEDMENT VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4" MIN EMBEDMENT WOOD FRAMING BY OTHERS 1/4" MAX SHIM SPACE j8 WOOD SCREW 1 i— #8 WOOD SCREW 1/4" MAX SHIM SPACE I WOOD FRAMING DY OTHERS 1 RE'. iSIDNS' DESCMPTION DATE I APPRMD RFVISEO ANCHOR SPACING & -4ARTS 07/11/16 R L REVISED GLASS 10/02/17 R L A'OOD FRAMING 1/ 4" MAX BY OIHLRS SHIM SPACE 8 V O0D SCREW INTERIOR MIN EMBEDMENT APPROVED SEALANT BEHIND FIN — 7 / 15" MIN EXTERIOR EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2, PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED- 1211412017 MI WINDOWS AND DOORS, LLC w11111'Illi,, Lp/ 650 WEST MARKET STREET J S R- GRATZ, PA 17030-0370\GEkS cP SERIES 185 ALUMINUM SINGLE HUNG WINDOW 0.6 5 X 72" NON -IMPACT FIN INSTALLATION DETAILS o TAT OF DRAMN Dwc NO REv O,• • Ott,` C 'cZOR40:' 08 s0E2 49 B OMA j1tiC1G` NTS 12/29/14 10 OF 11rDATELROBERTOLOWSRE - Luis P.. Lomas P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 FL No.: 62514 434-MmO609 rllmwsp wwp/ c 2 3/t5' 13/1fi" L_ T___ J' FLANGE FRAME HEAD CM-18501 ALUMINUM 6063-T5.050• THICK 3 3/8" J FLANGE FRAME SILL CM-18502 ALUMINUM 6063.T5.055• THICK I , 5/g^ LIZ LOCK RAIL/STILE CM-18505 ALUMINUM 6063-T5.062' THICK 1 GLAZING BEAD CM-18535 RIGID PVC .050' THICK 2 3/16 i 1-- FLANGE FRAME JAMB CM-18503 ALUMINUM 6063-T5.050' THICK 2 5/16" —1 FINLESS FRAME SILL CM-18554 ALUMINUM 6063-TS .055• THICK 1_i I z 5/16" / r L^ SASH 80TTOM RAIL CM-18555 ALUMINUM 6063-T5.050• THICK 15/16l - - SASH STILE CM-16507 ALUMINUM 6063-T5 050•THICK 2 3/16" --{ s'I 1 5/16" VNVN' I FINLESS FRAME HEAD CM-18553 ALUMINUM 6063-T5.050' THICK 2 5/116" —(1 I i 33 3/4" FIN FRAME _SILL CM- 18509 -- ALUMINUM 6063-T5.055" THICK 2" L MEETING RAIL CM- 18504 ALUMINUM 6063-75.055" THICK 1 3/8 — I I 4 2 3l116" I I 1 FINLESSFRAME JAMB CM-18513 ALUMINUM 6063- T5.050• THICK 2 3% 15" 2 5/ 1 6" u FIA/ FCIAAAF wi=AT) ALUMINUM 6063- 73.050' THICK 2 3/ 8" 2 3/ 16' I _ FIN FRAME JAMB CM-18510 ALUMINUM 6063- TS ,050' THICK PEYISICN5 DESCRIPTION DATE - DYED REVISED ANCHOR SPACING 4 CHFRTS 07/11/16 R.L REVSED GLASS 10/02/17 R L. 5/3" 1/8' ANN 1/8" ANN, I 1/ 8" ANN 090 PVB RY KURARAY METAL REINFORCED II BUTYLSPACEREXTERIORJ INTERIOR 1 /2" BIT_ SILICONE J SEALANT SETTING BLCCK GLAZING DETAIL MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON —IMPACT COMPONENTS DRAWN DWG ND. N.G. 08-02549 SCALE NTS I DATE 12/29/14 SNEET 1 1 OF 11 L. ROBERTO LOWS PE 7432 WOODFORD RD LEYMSVILLF- AC 27023 434-068- 0609 r1bMS.01*mpf.mm SIGNED: 1211412017 R I IL O 5 k o ` 5 VO sw • TATOF - L, iph• R OR1D" Luis R. Lamas P.E. FL No.: 62514 Florida Building Code Online https://www.floridabuilding.org/j)r/prl_app dtl.aspx?pararn=wGEVX... 1 rr. ww lf w=y1'1ii rr t l1L•. 1:L::(L Y3 .. 1 ; • e tr a/ 5 f r ' I` fiiY Wri 11 WJ aCIS Home LoginUserReglitratlon1HotTope . Submt Surcharge Stats 8 Facts Publications ; HSC Staff ( SC1S Ste Map Lhks Search i bI i Product Approval USER: Public User dlp i `a;77n Product mmayal Menu > PLgdutt or AoolC?,t-Qn 5UMb > AppkatKltl List > Appikation Detail FL # FL15349-R10 Application Type Editorial Change Code Version 2017 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlinger@miwd.com Authorized Signature Brent Sltlinger bsitlinger@miwd.com Technical Representative Address/ Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed Compliance Method Certification Mark or Listing _ Y Certification Agency American Architectural Manufacturers Association Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard year AAMA 506 2011 AAMA/WDMA/CSA 101/I.S. 2/A440 2008 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A 1, of 3 4/13/2018, 7:21 AM Florida Building Code Online https://www. floridabuild ing.org/pr/pr_app_dtl.aspx?param=wGEVX.: Date Submitted 03/26/2018 Date Validated 03/26/2018 Date Pending FBC Approval Date Approved 03/27/2018 Sum_ ma_ry of Products FL # I Model, Number or Name I Description 15349.1 - 185 PW x 72 Insulated Glass173LimitsofUseCertificationAgency•Certificate` - ~ Approved for use in HVHZ: No FL15349 R10 C CAC APC 12766,12787.pdf Approved for use outside HVHZ: Yes I Quality Assurance Contract Expiration Date I Impact Resistant: No 1 04/03/2023 Design Pressure: +60/-60 1 Installation Instructions Other: CW-PG60 FL15349 R10 II 08-02357B.pdf Verified By: Luis R. Lomas, PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL15349 R10 AE 513124B.odf Created by Independent Third Party: Yes 15 349.2 185 PW 1159 x 54 Triple CHS Insulated Glass Limits of Use Certification Agency Certificate t Approved for use in HVHZ: No FL15349 R10 C CAC APC 15350.pdf I Approved for use outside HVHZ: Yes I Quality Assurance Contract Expiration Date i Impact Resistant: No 01/24/2021 Design Pressure: +55/-55 Installation Instructions Other: R PG55 FL15349 R10_II 08-02949.pdf i I Verified By: Luis R. Lomas, PE 62514 Created by Independent Thud Party: Yes Evaluation Reports I FL15349 R10 AE 513781.p f Created by Independent Third Party: Yes 115349.3 : 185 PW Impact 172 x 72 Insulated Laminated Glass Limits of Use I Certification Agency Certificate Approved for use in HVHZ: No FL15349_R10 --- C CAC-APC 15454pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes I 06/25/2021 Design Pressure: +55/-55 Installation Instructions j Other: FW-LC55, Missile Level D, Wind Zone 3. Glass IFL15349_R10 II_08_D2948.pdf consisted of 5/32" tempered exterior - spacer - 5/32" 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. I Evaluation Reports I F1-15,349-R10-AE 513782.pdf Created by Independent Third Party: Yes 15349.4 1 185 PW Impact 159 x 54 Triple CHS Insulated Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15349 R10 C CAC APC 8272.pdf Approved for use outside HVHZ: Yes FL15349_R10-C--CAC APC 8273.pdf j Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: +55/-55 01/24/2021 i Other: FW-R55, Missile Level D, Wind Zone 3. Glass I Installation Instructions i consisted of 1/8" annealed exterior - spacer - 3/32" annealed i fL15349_R10 II_08-01614B.pdf 1 / 0.090 Solutla PVB / 3/32" annealed. Glass was bedded in Verified By: Luis Roberto Lomas 62514 Pecora 896 silicone with 5/8" glass bite. Created by Independent Third Party: Yes Evaluation Reports FL15349_R10 AE 512278B.pdf Created by Independent Third Party: Yes 15349.5 1185 PW Impact 196 x 60 Insulated Laminated Glass I Limits of Use i Certification Agency Certificate Approved for use in HVHZ: No j FL15349_tj& C CAC APC_7962.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes i 12/05/2020 Design Pressure: +55/-55 Installation Instructions Other: FW-LC55, Missile Level D, Wind Zone 3. Glass FL15349_RI0_11 0613B•pcf consisted of 5/32" annealed exterior - spacer - 5/32" Verified By: Luis Roberto Lomas 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. i Evaluation Reports 2 of 3 4/13/2018. 7:21 AM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dti.aspx?pararn=%vGEVX... } ff i I K!5349_jtLO AE 5d UM.-adf Created by independent Third Party: Yes ; l3adr Ho.i Contact Us :: ZSQ;_Blair Stone Road TSlahassee FL 32399 Phone" 5 1-487-1 24 The State of Florida is an WEED employer. Coovdaht 2007-2013 State of Florba.:: jlyt StatemSP_S :; Accessibility Statement :. Refund Statement Under Florida law, email addresses are public records U you do not want your a-mal address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail tf you have any questions, please contact 850.407.1395. *Pursuant to Section 455 275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an emal address If they have one. The emaus provided may be used for official communication with the licensee. However email addresses are pubic record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine r you are a licensee under Chapter 455, F.S., please click t?M. Product Approval Accepts: rl hecl B . Credit Card Safe 3 of 3 4/13/2018, 7:21 AM NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 8. FOR FIN INSTALLATION SHIM AS NEEDED FOR FRAME INSTALLATION SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9 SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: EXTRUDED ALUMINUM 6063-T5. 12. UNITS MUST BE GLAZED PER ASTM E1300-04/09. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14 FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #6 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. REVISIONS OESCWTION DATE APPROVED REVISED INSTALLATION DETAILS 06/01 /15 R L REVISED NAME AND ADDRESS 10/27/15 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,D00PSI MINIMUM. D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU-52KSI OR ALUMINUM 6063-T5 FU=30KSI .048" THICK MINIMUM 20. GEOMETRIC SHAPES ARE ALSO APPROVED APPROVED GEOMETRIC SHAPES DIMENSIONS SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN IN SHEET 2. TABLE OF CONTENTS SHEET NO.1 DESCRIPTION 1 NOTES 2 - 3 ELEVATIONS, CHARTS AND GLAZING DETAILS 4 - 12 INSTALLATION DETAILS SIGNED: 1111512016 AEI WINDOWS AND DOORS; LLC 650 W. MARKET ST. ll1L1111+++I,,, J\? A • L 119GRATZ, PA 17030 VGENS •J' 0 51 #= SERIES 185 ALUMINUM FIXED WINDOW*• 73" X 72" NON -IMPACT NOTES TATE OF LORIO;' DRAWN- OWC NO. REV J. L. 08-02F357 B Luis R. Lomas P.E. FL No.: 62514 DATENTS 09/03/14 1 OF 12 L ROBERIOLQNASP.E 1432 WOODFORD RD LEWlSV1LLE, NC 27023 434-e8a-0e09 Alo, + kt Mpf_m 72 1/2" MAX FRAME WIDTH REVISIONS REV DESCRIPTION DATE APPROVED 6- MAX — r 18" MAX O.C. —j 6" MAX NOTES: A REVISED INSTALLATION DETAILS 06/07/15 RL T, MAXIMUMD.LO. 69314'X68314' B REVSED NAME AND ADDRESS 10/27/16 R.L L CHART#I 1 g" j Number of anchors required (without Hgld f fifers) MAX O.C. Frame Name width (in) Weld 2100 3&00 39.00 42.00 1 ALDO 1 54.00 60.00 1 ADO 72.60 lin) HAS IJ#mb HAS Jamb HAS Jambl HAS Paml, HAS J&MDI HAS amb HAS mb HAS mb HAS J&Mb r 24.00 2 2 2 2 3 2 1 3 2 3 2 4 2 4 2 4 2 5 2 30.00 2 2 2 2 3 2 3 2 3 2 4 2 4 2 4 2 5 2 71 1/2" 30.00 2 3 2 3 3 3 3 3 3 1 3 4 3 5 3 S 3 MAX 42.00 2 3 2 3 3 3 3 3 3 3 4 3 5 3 5 3 6 3 FRAME 48,00 2 J 2 3 3 3 3 3 3 3 4 7 5 3 0 3 0 3 HEIGHT j 2 4 2 4 3 1 3 4 4 4 1 5 0 4 7 50. 00 00.00 2 4 2 1 4 1 5 5 4 5 5 5 e 5 7 5 OL00 2 4 2 4 3 5 3 5 3 0 4 5 e 0 0 7 71.50 2 5 2 5 3 5 3 e 3 a 7 5 7 6 T 7 7 REFER TO CHARTS SERIES 185 ALUMINUM FIXED WINDOW h1 & F2 EXTERIOR VIEW CHARTr2 FOR NUMBER OF ANCHORS REQUIRED Number of anchors required (with rigid fillers) 72 1/2," MAX FRAME WIDTH Prams Frame width (in) 6" MAX 18" MAX O.C. I10ht 24,00 JO.OD 3L00 42.00 U.00 54.00 40.00 4{m 72.50 S.MAX fin) HAS mb HAS emb HAS JambiHAS Jamb HAS amb HAS amD HAS Jamb HAS amb HAS amb 2400 2 2 2 2 3 2 3 2 3 2 1 2 4 2 4 2 5 2 30.00 2 2 2 2 3 2 3 2 3 2 4 2 4 2 4 2 5 2 6" 00 J{.00 2 3 2 3 7 3 3 3 1 3 4 3 1 1 1 5 3 342.00 2 3 2 3 3 3 3 3 3 3L 4 3 4 3 4 3 5 4A.00 2 1 2 3 3 3 3 3 3 3 4 3 1 3 4 3 5 3 54.00 2 4 2 3 4 4 3 4 4 4 1 1 4 4 5 4 0.00 2 4 2 1 4 3 4 3 4 4 4 4 1 1 4 5 4 L 71 1/2" 18" too 2 4 2 4 3 4 3 4 3 4 4 4 1 4 1 4 5 4 MAX MAX O.C. T1.{0 2 5 2 5 3 5 3 5 3 5 4 5 1 1 5 1 4 1 5 1 5 5 FRAME SEE SHEETS <-i FOR INSTALLATION DETAILS HEIGHT REFER TO CHARTS J SERIES 185 ALUMINUM FIXED DESIGNER WINDOW 1 do #2 EXTERIOR VIEW FOR NUMBER OF ANCHORS REQUIRED DESIGN PRESSURE RATING IMPACT RATING 60.OPSF NONE MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ, PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT FLANGE do FINLESS ELEVATION do CHARTS DRAWN. DWO No. J.L. 08-02357 NTS DATE 09/03/14 1 SHr-2 OF 12 L ROBERTO LAMAS AE WV WOODFORO RD LFN7SNLLE, MC 27023 Ij1-aa0-0600 HbnlaS lllOrflr5p0.fbR1 SIGNED: 11/15/2016 jll C' I I LI01f ter •\O E N N0,.61251 0. T r RID? • A;1E C2• Luis R. Lomas P.E. FL No.: 62514 71 FI HE 6' MAX 72 1/2" MAXFRAME WIDTH 18" MAX O.C. 6_ MAX 18" MAX 0 C. 1/ 2" LAX AME IGHT 6" MAX REFER TO CHART A3 SERIES 185 ALUMINUM FIXED WINDOW FOR NUMBER OF EXTERIOR VIEW ANCHORS REQUIRED 72 1/2" MAX FRAME WIDTH — 6" MAX 18" MAX O.C. —{ 6" MAX I 18" MAX O.C. 71 1/2" MAX FRAME HEIGHT I j REFER TO CHART #3 FOR NUMBER OF SERIES 185 ALUMINUM FIXED DESIGNER WINDOW ANCHORS REQUIRED EXTERIOR VIEW OFSIGN PRFSSURF. RATING IMPACT RATING t60, 0PSF NONE NOTES: 1. MAXIMUM D.L O: 69 3/4"X 68 314" REW[ 54ONS REV DESCRIPTION DATE I APPROVED A REVISED INSTALLATION DETAILS 05/01/15 R,L B REVISED NAME AND ADDRESS 10/27/16 R.L CHART K3 Number of anchors required (Nn Installation Frame Friona width (in) H. rght 24.00 30.00 3600 4200 48.00 1 64.00 64.00 1 10,00 72.50 In) H&S amb NLS amb HAS amb HSSIJamb His JambIHASpemb N&S Jamb Ht5 Jamb HLS Jamb 24. 00 3 3 3 1 3 3 3 4 1 3 4 3 1 4 1 3 5 3 5 3 6 3 30. 00 3 3 3, 3 3 3 4 1 3 4 3 4 1 3 5 3 5 3 5 3 36. W 3 3 3 3 3 3 4 3 4 3 4 3 5 3 5 3 6 3 4200 3 4 3 4 3 4 4 4 4 4 4 4 5 4 5 4 6 4 48. 00 3 4 3 4 3 4 4 4 4 4 4 4 5 4 5 4 6 4 MOO 3 4 3 4 3 4 4 4 4 4 4 4 5 4 5 4 6 4 00. 00 3 5 3 5 3 5 4 5 4 5 4 5 5 5 5 5 6 5 66. 00 3 5 3 5 3 5 4 5 4 5 4 5 5 5 5 5 6 5 71, 50 3 6 3 6 3 6 4 6 4 6 4 6 5 1 1 1 5 6 6 6 SEE SHEET 8 FOR INSTALLATION DETAILS MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ, PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT FIN ELEVATION & CHART LNO. 08-02357 NTS I DATE 09/03/14 6NEET3 OF 12 L ROBERTO LOMAS P E 1432 WOODFORO RD L[WISVILLE, NO 27023 434. Wd-0609 rflomta Ytanarpa c"m SIGNED: 1111512016 o/. A,•\ 0ElVSF:9tP T* E OF ; u z Lui3 R. Loma3 P.E. FL No.: 62514 101 1/2" MIN. EDGE DISTANCE WOOD FRAMING --, I 1 1/4" MIN METAL OR 2X BUCK EMBEDMENT STRUCTURE BY OTHERS BY OTHERS 1 I 1/4" MAX J BACKER ROD SHIM SPACE BACKER ROD he APPROVED k APPROVED SEALANT SFAIANT P110 'HOOD SCRLW EXTERIOR I A EXTERIOR BACKER ROD APPROVED SEALANT WOOD FRAMING OR 2X BUCK DY OTHERS 10 WOOD SCREW RIGID FILLER BACKER ROD - c 1/4" MAX APPROVED SHIM SPACE SEALANT METAL 1 1/4" MIN- STRUCTURE EMBEDMENT BY OTHERS 1/2" MIN F_DGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4" MIN EMBEDMENT T_ 1 /2" MIN EDGE DISTANCE I 10 WOOD SCREW / 1/4" MAX SHIM SPACE INTERIOR WOOD FR,unNG EXTERIOR OR 2X BUCK BY OTHERS SACKER ROD APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION I— 3/4- MIN EDGE DISTANCE 10 SMS OR SELF DRIII ING SCREWS METAL STRUCTURL BY OTHERS 3/4" MIN EDGE DISTANCE 1/4 " 4" MAX. SHIM SPACE 10 SMS OR SELF DRILLING SCREW INTERIOR SMS OR DRILLING W FILLER 1/4" MAX. SHIM SPACE 3/ 4" MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 1/4" MAX. SHIM SPACE INTERIOR EXTERIOR BACKER ROD APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION RRISIONS RLv DESCRIPTION DATE APPR, D A REVISED INSTALLATION DETAILS 06/01/15 R.L. H klvlcFD NAME AND ADDRESS 10/27/16 RL NOTES. 1, INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY- 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E21 I2 SIGNED: 1111512016 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. 11ul1rrr4 5 R• Lpi,i GRATZ, PA 17030 5 *- SERIES 185 ALUMINUM FIXED WINDOW*•OTAT73" X 7NON IMPACT y D FINLESSINSTALLATIONNDETAILSWITHOUTFILLERSyOO••OF tU` 10 R kift 7 S/ONAL1EaGN\\ DRAW. DWG NO REv 08 B Luis R. Lomas P.E. FL No.: 62514 s. uE NTS DATE 09/03/14 snEET47 OF 12 1 ROBERTOIOMASPE 1432 WOODFORD RD LEWISVILLE, NC 27023 Qu- 666.0609 rlb Irbrtugw.arrt REVISONS REV DESCRIPTION DATE A7'11- 1) 2 1/2 MIN A I REVISED INSTALLATICN DETAILS 06/01/15 R.L EDGE DISTANCE H REVISED NAMF AND ADDRESS 10/27/16 RI CONCRETE/MASONRY — 6Y OTHERS 1 1 /4" MIN 1, 1/4• MIN. EMBEDMENT CPTIONAL 1X BUCK n EMBEDMENTSEENOTES3 - 7 1 'a CONCRETL/`AASONRY BACKER ROD J 1/4" MAX. _ BY OTHERS , 1; 4" MAX, d APPROVED S} IM SPACE SHIM SPACE SEALANT -- OPTIONAL 1X BUCK — i•° SEE NOTES 3 - 7 SHEET 1 3/16" TAPCGN • - EXTERIOR INTERIOR 3/ 16" T.4PCON INTERIOR BACKER ROD 3/16" TAPCON ! I APPROVED SEALANT i OPTIONAL 1X BUCK r 1 MAX. 7. 1" r I SHIMM SPACE MIN. SEE NOTE 3 - 7 EDGE- c - SHEET i DISTANCE EXTERIOR CONCRETE/MASONRY _L , - BACKER ROD BY OTHERS I• ° n • 1 1/A" .MIDI & APPROVED a SEALANT EMBEDMENT JAMB INSTALLATION DETAIL a , _ -- 1 CONCRETE/MASONRYINSTALLATION 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRET&MASONRY INSTALLATION SIGNED: i I/I5/2016 MI WINDOWS AND DOORS, LLC \\utulr111777 650 W. MARKET ST. GRATZ, PA 17030 `\r •NGENSF 9if1 NOTES, SERIES 185 ALUMINUM FIXED WINDOW *• D 5 * 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, 73" X 72" NON -IMPACT NOT SHOWN FOR CLARITY. FINLESS INSTALLATION DETAILS WITHUT FILLERS: ST 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 DRAWN _k,D NJ RF.V i/s F QRIO* 08 TTSCALENTSCATE09/03/14 SHHEE57 B1111OF12 L. ROSERTO LOMA.S PE LUIS R. Lomos P.E. 1432 WOODFORD RO LFWISVILLE, NC 27023 FL No,: 625144,w-6w-ow9 ftmasoftmom,am 1/2" MIN EDGE_ DISTANCE WOOD FRAMING " 1 1/4' MIN. OR 2x BUCK I EMBEDMENT BY OTHERS t a MAX. J BACKER ROD SHIM SPACE k APPROVED RIGID FILLERSEALANTII 10 WOOD SCREW EXTERIOR INTERIOR 10 WOOD SCREW RIGID FILLER BACKER ROD — k APPROVED 1/4" MAX. SEALANT 1 SHIM SPACE WOOD FRAMING 1 1/4" M N. OR 2X BUCK EMBEDMENTBYOTHERS 7/Z" MIN EDGL DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X AUCK INSTALLATION I 1 NIEIAL STRUCTURE BY O-HFRS BACKER ROD APPROVED SEALANT EXTERIOR BACKER ROD — k APPROVED SEALANT METAL STRUCTURE BY ,OTHERS 1 1/4" MIN. _ 1/4" MAX EMBEDMENT I SHIM SPACE j RIGID FILLER I 1MIN. \ 3/4"I TA EDGEDDISTANCE \ + INTERIOR EDGE' DISTANCE I* 10 WOOD SCREW ---- ---- WOOD FRAMING EXTERIOR OR 2x SUCK BY OTHERS BACKER ROD 3 APPROVED SEALANT JAMB INSTALLATION DETAIL_ WOOD FRAMING OR 2X BUCK INSTALLATION J 3/ 4" MIN jl EOCE DISTANCE 1/ 4" MAX SHIM SPACE J r RIGID FILLER 10 SMS OR SELF DRILLING SCREW INTERIOR 10 SMS OR SELF DRILLING SCREW RIGID FILLER 1/ r 1/4" MAX. SHIM! SPACE tl B 3/ 4" MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 1/ 4" MAX. SHIM SPACE RICID FILLER INTERIOR 10 SMS OR I SELF DRILLING SCREWS METAL EXTERIOR STRUCTURE BACKER ROD BY OTHERS APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION REv15' C S REv DESCRIPTION DATE I -PROVED A REVISED INSTALLATION D TAUS On/D1/15 1 R.L j B ' REVISED NAME AND ADDRESS 10/27/16 R L NOTES: L. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E21 12 SIGNED: 1111512016 MI WINDOWS AND DOORS, LLC 11V11lIII,, Lp i, 650 W. MARKET ST. KS R. GRATZ, PA -17030 NGENSFgs' D. 6125 * SERIES1B5ALUMINUMFIXEDWINDOW73' X 72" NON —IMPACT FINLESS INSTALLATION DETAILS WITH RIGID FILLERS cc O;• TAT OF w, S' cLpR10t: DRAWN, DHL NO REY OB E357 B ONAL1' \," Luis R. Lomas P.E. s0 s_k DArE NTS09/03/14 6 OF 12 L ROBERTOLOMASP,E 1432 WOODFORD RD LEYNSVILLE, NC 27023 FL No.: 62514 434.6W-O 09 rOwA sP7rlomnM rnm RMIONS REV CCSCRIP•ION DATE^PROVED 2 1/2" M;N A REVISED INSTALLATICN DETAILS 06/ 01/ 15 R.L. EDGE DISTANCE 9- REVISED NAME AND ACDRESS 10/27/16 RL. CONCRETE/MASONRY BY OTHERS 1 a" MIN1/ I 11/4" MIN. EMBEDMENT OPTIONAL 1 X BECKZ;.4 i EMBEDMENT SEE MOPES 3 - 7 SHECT 1 I1 CONCRETE/MASONRY a BACKER ROD 1/4" MAX BY OTHERS 1/4" MAX. APPROVED SHIM SPACE SHIM SPACE SEAIANT OPFIONAL 1X SUCK -- n RIGID FILLER SEE NOTES, 3 - 7 SHEET 1 RIGID FILLER 3/15" TAPCON c / EXTERIOR INTERIOR 3/16" TAPCCN I INTERIOR 3/16" TAPCON BACKER ROD APPROVED RIGID FILLER SEALANT 1 1/4" MAX. 2 1/2" X BUCK SHIM SPACE M.IN, a -- SEE NOTE 3 -- 7SEE EDGE SHEET 1 OISIANCE EXTERIOR CONCRETE/MASCNRY L— BACKER ROD I P D BY OTHERS c ti 1 1/4"' MIN. SEALANT EMBEDMENT JAMB INSTALLATION DETAIL e i--r CONCRETEiMASONRY INSTALLATION 2 1/2" MIN EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION SIGNED: 1111512016 NOTES. 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ, PA 17030 11R Ili/a,,, 5. • • 41 // r \1, At 1051 SERIES185ALUMINUMFIXEDWINDOWNOT SHOWN FOR CLARITY. 73" X 72" NON-IMPACT i- 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM F.2112FINLESS INSTALLATION DETAILS WITH RIGID FILLERS A , TATE OF 0. \ GOR1O• \\ NA ` 1 G\\\ l/1till D1U'AN- L. Owc NO 08 SEv B 6nEET 77 OF 12 SCALE NTSDATE09/03/ 1 4 L ROBERTOLOMASP. E 1432 WOODFORDRDLCWSVILLE, NC27028 IJI.888 0608 '11— okA= epe com Luis R. Lomas P.E. FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE 1/2• MIN EDGE DISTANCC 1 1/4" MIN I EMBEDMENTi I , i 1 1/4" MAX. SHIM SPACE 10 WOOD SCREW EXTERIOR INTERIOR F10 WOOD SCREW RIGID FILLER SACKER -ROD & APPROVED SEALANT 1/4" MAX BEHIND FLANGE SHIM SPACL WOOD FRAMING t 1/4" MIN. OR 2X BUCK EMBEDMENTBYOTHERS I 1/2" MIN T EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE EXTERIOR 1/4" MAX. SHIM SPACE 10 SMS OR LF DRI_LING REW INTERIOR 10 SMS OR SELF DRILLING SCRCN BACKER ROD & RIGID FILLER APPROVED SEALANT / BEHIND FLANGE - - - 1/4" MAX SHIM SPACE N'ETAL STRUCTURE BY OTHERS 3/4" MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION REVISIONS RN DESCRIPTION Q•TE APP.40VED A REVISED INSTALLATION DETAILS OE/O1/15 R.L B I R7VISFO NAME AND AOORESS v 10/27/15 IRL NOTES, 1 INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1/4" MAX. 1 1/4" MIN. 1/4" MAX SHIM SPACE EMBEDMENT r SHIM SPACE T__- 1 /2" MIN 3/4- MIN. EDGE Dl S1ANCE INTERIOR SIGNED: 1111512016EDGEDISTANCE INTERIOR MI WINDOWS AND DOORS, LLC A1111111111j I 650 W. MARKET ST. R• Lp% , GRATZ, PA 17030 N,S GENS% 10 W'000 1 j10 SMS OR cp SCREYY SELF DRI_UNG I SERIES 185 ALUMINUM FIXED WINDOW A'• 0 5 '4 SCREW 73' X 72" NON —IMPACT 4'QzzWOODFRAMING — — OR 2X 9UCK EXTERIOR METAL EXTERIOR FLANGE INSTALLATION DETAILS WITHOUT FILLERS pTATE OF BY OTHERS BACKER BACKER ROD & STRUCTURE BY OTHERS BACKER ROD & Dwc No REv i'cC •f' jFs • • oR1gC VE SEALANT APPROVED OB 357 a ij7S/ONA;1E? BEHINDPLANCE BEHIND s_tiE oAlE SOE NTS09/03/14 8 OF 12 JAMB INSTALLATION DETAIL JAMB INSTALLATION DETAIL L.ROBER1OLOU4SPE Luis R. Lomas P.E. WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE INSTALLA 77ON Use WOODFORD RD LEMSVA.LE, NC Z7023 FL No.: 62514 o 43"W-OW9 rg3(ftjoMxape.wm L 1 L 2 1/2" M:N. EDGE DISTANCE CONCRETE/MASONRY- - BY OTHERS '•,a 1 1/4" MIN. OPTIONAL 1X BUCK ° • d I EMBEDMENT SEE NOTES 3 — 7 .__ SHEEP 1 BACKER ROD & " --ter 1/4" MAX APDRCVED SEALANT SHIM SPACE BEHIND FI:ANGE 3/16" TAPCON EXTERIOR INTERIOR 3/16" TAPCON EACKER ROD & APPROVED SEALANT BEHIND FLANGE OPTIGNAL 1X BUCK i- SEEr1/4" MAX. NOTE 3 - 7 I SH.M SPACE SHEET 1 \ CONCRETE/MASONRY BY OTHERS a . c 1/4" MIN a EMREDMENT a 2 1/2" MiN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRET&MASONRY INSTALLATION R"IrNs EV DESCRIPTION ABREVISEDINSTALLATION DETAILS REVISED NAME A,\D ACDRESS 1 1/4" MIN. EMBEDMENT 0 CONCRETE/MASONRY BY OTHERS 1/4" MAX. Q 1 SHIM SPACE OPTIONAL 1X BUCK SEE N01ES 3 - 7 I SHEET 1 3/16" TAPCON 2 1/2" MIN. EDGE DISTANCE J NOTES: Y. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY, 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 J a 1 INTERIOR 1 a • EXTERIOR BACKER RCD & APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION MI WINDOWS AND DOORSi LLC 650 W. MARKET ST. GRATZ, PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON -IMPACT FLANGE INSTALLATION DETAILS WITHOUT FILLERS DRAWN. DNC ND, p J L. 08-02357 SaLE NTS JDATE 09/03/14 1 SHEET 9 OF 12 L ROBERTO LOMAS P E 14.V WOODFORD RD LE VIS VIL LE. AC 27023 34-6dE-0Q09 dlomos fAomsaq.can M1E ?PROvED 06/01!15 RL 10/27/16 1 R L. SIGNED: 11i 1512016 IL0 r EN4 SFgiP T/ aAyTa E 0 F ; cZORM i sYONALIE G\ Luis R. Lomas P.E. FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE 1,/2" MW i l EDGE DISTANCE 1 1/4" MIN. EMBEDMENT IL 1/4" MAX SHIM SPACE RIGID FILLER 10 WOOD SCREW, METAL STRUCIURE BY OTHERS BACKER ROD d APPROVED SEALANT BEHIND FLANGE r^ 3/4"c1AIN,rr 1/4" MAX SHIM SPACE CID FILLER 10 SKIS OR LF DRILLING REW RENS'ONS DESCRIPTION DATE APPROVED REVISED INSTALLATION DETAILS 06/31/15 R.L REVISED NAME AND ADDRESS 10/27/16 RL. EXTERIOR - INTERIOR EXTERIOR INTERIOR 10 SASS OR SELF DRILLING 1D WOOD SCREW SCREW BACKER ROD k APPROVED SEALANT RIGID FILLER I 1/4" MAX 3ACKCR ROD & APPROVED SEALANT I RIGID FILLER BLHIND FLANGE r SHIM SPACE BEHIND FLANGE SHIM SPACE NOTES: WOOD FRAMING 1 1/4" MIN IAITAL- rT ----- - I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, OR 2X BUCK STRUCTURE NOT SHOWN FOR CLARITY. BY OTHERS EMBEDV.EN" BY OTHERS 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE I 3/4" MIN JI DESIGNED IN ACCORDANCE WITH AS TM E2112 1/2" MIN EDGE DISTANCE EDGE DISTANCE VERTICAL CROSS SECTION VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION WOOD FRAMING OR 2X BUCK INSTALLATION 1 /4" MAX. 1 1/4" MIN 1/4" MAY, SHIM S°ACE EMBEDMENT SHIM SPACE I RIGID FILLER T— RIGID FILLER J 1/2` MIN, d r 3/4"' MIN, INTERIOR EDGE DISTANCE EDGE DISTANCE, SIGNED: 11/15/2016 I j INTERIOR MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. 1111111II/, J\5 R• LOgl9 i 10 WOOD f10 SMS OR GRATZ, PA 17030 r••XGENSF;•JT SCREW SELF DRILLING I — SERIES 185 ALUMINUM FIXED WINDOW Z, 0 5 t SCREWS 73" X 72" NON -IMPACT w'(',It L`2ftl WOOD FRAMING OR 2X BUCK EXTERIOR METAL EXTERIOR FLANGE INSTALLATION DETAILS WITH RIGID FILLERS i ` STAT'c OF 0 • i4' BY OTHERS BACKER ROD d STRUCTURE BY OTHERS BACKER ROD d DRAWN [rVc N0, RR' O' ' CCORIOP' \l iFd` • • ... • G \ APPROVED SEALANT APPROVED SEALANT L. OS-02357 8 V/S/D A`E!,W, BEHIND FLANGE BEHIND FLANGE SCALE NTS do 09/03/14 S" T 10 OF 12 7II11111M", JAMB INSTALLATION DETAIL JAMB INSTALLATION DETAIL L ROBERTO LOWS PE Luis R. Lomas P E. WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTUREINS74LL4TKNV 14M WOODFORD RO LEWISVILLE, AIC 27023 FL No.: 62514I34-OW-OW9 M— Wlrlomaspe ram CONCRETE/MASCNRY BY OTHERS OPTIONAL 1X BUCK SEE NOTES 3 - 7 SHEET 1 BACKER ROD & APPROVED SEALANT BEHIND FLANGE EXTERIOR PACKER ROD & APPROVED SEALANT BEHIND FLANGE OPTIONAL 1 X BUCK SEE NOTE 3 - 7 SHEET 1 CONCRETE/MASONRY BY OTHERS 2 1/2" MIN, EDGE DISTANCE e I 1/4" MIN EMBEDMENT I lr f T 1 1/4" MIN EMBEDMENT J CONCREIE/MASONRY — 1/4' MAX. BY OTHERS SHIM SPACE OPTIONAL 1X BUCK RIGID FILLER SEE NOTES 3 - 7 SHEET 1 3/16" TAPCON INTERIOR 3/16" TAPCON 3/16" TAPCON RIGID RLLER j 1/4" MAX. 2 1/2" I- SHIM SPACE MIN EDGE DISTANCE ia 1 1/4" MIN. a EMBEDMENT 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEW SONRY INSTALLATION REVI510115 RCV I DESCRFTION A REVISED INSTALLATION DETAILS 7 ( REVISED NAME AND ADDRESS 1/4" MAX, v SHIM SPACE r RIGID FILLER a /• I I INTERIOR a `\ EXTERIOR BACKER ROD & APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL CONCRETE MASONRY INSTALLATION BATE PPRCVED 06/01/15 R,L. 10/27/16 RL. SIGNED: 11/15/2016 MI WINDOWS MNDK DOORS, LLC R IrC10NOTE& 1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS, GRATZ. PA 17030 q. v • •G E NSF'9J+' NOT SHOWN FOR CLARITY SERIES 185 ALUMINUM FIXED WINDOW2PERIMETERANDJOINTSEALANTBYOTHERSTOBE 10251/' DESIGNED INACCORDANCE WITHASTME21f2 73" X 72" NON—IMPACT cmoa` FLANGE INSTALLATION DETAILS WITH RIGID FILLERS O•• TATE OF ORIO••• CYAMN IMGND. REV 08 B i//YONAL-E 502E357 suEDr,TE NTS 09/03/14 11 OF 12 L ROBERTOLOWASPE. I132 WOODFORD RD LEWISVILLE, NC 27023 LDIS R. Lomas P.E. FL No.: 62514 434-WSOW9MomaWlmuq.cam APPROVED SEALANT BEHIND FIN j6 WOOD — SCREW 3/B" MIN EDGE DISTANCE EXTERIOR 1 1/d" MIN EMBEDMENT WOOD FRAMJG BY OTHERS 1/4" MAX. SHIM SPACE INTERIOR 1/4" MAX SHIM SPACE 3/8" MIN J h7lpUl1@Ix/ 1 EDGE DISTANCE / t 1 6 WOOD WOOD SCREW i, FRAMING APPROVED - 1 1/4" MIN BY OTHERS SEALANT EMBEDMENT BEHIND FIN VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION WOOD FRAMING 1/4" MAX BY OTHERS SHIM SPACE p5 WOOD INTERIORSCREW 1 1 MIN.. N/ EIfBCDMCNi APPROVED -- SEALANT "— BEH!ND FIN EXTERIOR 3/d" MIN EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION REVISONS REv DESCRIPTION A REVISED INSTALLA110N DETAILS B I REVISED NAME AND ADDRESS DATE APPROVED 05/01/15 R.I. 10/27/16 RL NO TES. 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E21 f2 SIGNED: 1111512016 MI WINDOWS AND DOORS, LLC 11Lo9//' ET ST. GRATZ. PA 17030 J 51R XGENSF ,J' 0 51 *~ SERIES 185 ALUMINUM FIXED WINDOW 73" X' 72" NON —IMPACT FIN INSTALLATION DETAILS; STATE OF S C0R10"; G\'\ i'n- 237 DRAWN: DWL NO. REV 08 6 s/ 0A'A 1100\ Luis R. Lomas P.E. FL No.: 62514 s^xe NTS DATC 09/03/14 eOrrr 52 OF 12 L ROBERTO L OMAS P E 1432WDOOFORD RD L EWISVILLE, NC 21= 4-U-M-OW9 rllavuSgkWnagpeCM Florida Building Code Online https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVX._! BCIS Home i Log In i User RegStratbn i Hot Topirs Submit Surcharge Stats It Facts s Pubkatbre j FSC Stall i 905 Ste Map Lhks I Search I b'pr al) Product ApprovalUSE0.: Pubic User a; t PWU',1-APpr4_vaLPIenu > Seasb+> ap{ LaWn L6t > Application Detail FL # FL15353-R3 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florlda 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. Unch, PE Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Validation Checklist - Hardcopy Received fL1U53'R3 COI FLCOI.pjf Standard AAMA 450 Year 2010 I of 3 4/1312018, 7:26 AM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV X... 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 FIL it-- — 1 Model, Number or Name Description 15353.1 t 5764 Horizontal Aluminum Mullion Limits of Use Installation Instructions i Approved for use in HVHZ: No j FL15353—R3-1j 00 014 iBB,Qdf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 1 Impact Resistant: Yes Created by Independent Third Party: Yes j Design Pressure: N/A Evaluation Reports j Other: Max single window size: 52-1/8" x 84". Max mullion FL15353 R3 AE 513072B.udf i span: 104-1/4", I Created by Independent Third Party: Yes 115353.2 .5764 1 Vertical Aluminum Mullion I j Limits of Use I Installation Instructions Approved for use In HVHZ: No I F415.153 R3__Il._08-014396,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 j Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion_ 1 FL35 53 R3 A_ 5 2Q63B f j span: 83" Created by Independent Third Party: Yes j 15353.3 5765 I Horizontal Aluminum Mullion Limits of Use j Installation Instructions I Approved for use in HVHZ: No i FL15353_ R_JI 013.414'14B.pdf 1 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 1 Evaluation Reports j Other: Max single window size: 52-1/8" x 84". Max mullion j F1,1525; R3_AE 512073R•11dfspan: 156 3/8" Created_ by Independent Third Party: Yes 1 15353.4 5765 I Vertical Aluminum Mullion i Limits of Use. i Installation Instructions i Approved for use In HVHZ: No I FL15353__R3_II 08-014406.p If Approved for use outside HVHZ: Yes j Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes i Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion F1-15353 R3 AE 512064B_pdf span: 63". Created by Independent Third Party: Yes 15353.5 CM-18514 Vertical Aluminum Mullion I Limits of Use Installation Instructions Approved for use in HVHZ: No f_L15.35R3_ll 08-01442B.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 Other: Max single window size:•52-1/8" x 84". Max mullion FL15353 RDAs s1z066B.odf I length - 83".t Created by independent Third Party: Yes 115353. 6 J.CM-18520 i.. - -- — --- --- ----- ---; Horizontal Aluminum Mullion j Limits of Use Installation In I Approved for use in HVHZ: No I FLI5353 R3 II 08-014 B,p lf Approved for use outside HVHZ: Yes I Verified By: Luis R Lomas, PE PE-62514 i Impact Resistant: Yes Created by Independent Third Party: Yes i Design Pressure: N/A. j Evaluation Reports Other: Max single window size - 52-1/8" x 84". Max mullion 1; FL15353 R3 AE 512075B.Ddf i span - 156-3/8" j Created by Independent Third Party: Yes I I 15353. 7 CM-18523 Horizontal Aluminum Mullion 2 of 3 4/13/2018, 7:26 AM Florida Building Code Online https://www. floridabuild ing.org/pr/pi_app_dtl.aspx?param=wGEVX..! Limits of Use 1 Installation Instructions Approved for use In HVHZ: No FL15153 93—[I. 08_01452BspgIf 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 I Evaluation Reports i Other: Max single window size - 52-1/8" x 84". Max mullion l FL15353_R3—AE 5120768.pdf j span - 104-1/4". Created by Independent Third Party: Yes I 115353.8 1 CM-18531 Vertical Aluminum Mullion W i Limits of Use I Installation Instructions Approved for use in HVHZ: No t115353 R3 11 08-0144313.ndf 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 ; I Other: Max single window size: 52-1/8" x 84". Max mullion' FL15353 R3_A 1. 067B of span - 83" l Created by Independent Third Party: Yes 115353.9 I CM-18532 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353_R3• II_oB=0145 B,pof 1 Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 j Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size - 52-1/8" x 84". Max mullion FL15 53 R3_AE_512077B.pdf I j span - 156-3/8" Created by Independent Third Party: Yes 15353.10 CM-18533 Vertical Aluminum Mullion Limits of Use f! Installation Instructions _ Approved for use in HVHZ: No I FL15353 R3_II 08_01444B.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 1 Other: Max single window size: 52-1/8" x 84". Max mullion FL15353_R3 AF 512068B.pdt span: 83" Created by Independent Third Party: Yes 15353.11 CM-18534 ---- I Horizontal Aluminum Mullion Limits of Use i Installation Instructions I Approved for use in HVHZ: No EL15353_R3--jI 0A_01454B.pdf Approved for use outside HVHZ: Yes Venfied By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: -N/A Evaluation Reports } Other: Max single window size: 52-1/8" x 84". Max mullion I FL15353 RQ_AE 51ZO _$ pdI span: 156-3/8". I Created by Independent Third Party: Yes ll. 1 (Next, LOnA&ct_VS :- 2501 913iL5[o ne Road. 7alaha55€e FL 32399 ptlQne: 850-487-IBA The State of Fbrda San WEED employer. Cpwnaht 2007-2013 State Qf Florda.:: Prlva6Y Statement : • :: Refund Sta[e rLrt[i Under Florida law, emal addresses are pubic records. If you do not want your a -mail address released in response to a pubk-records request, do not send electronic mall to this entity. Instead, contact the office by phone or try traditional mall. df you have any questions, please contact 850.487,1395. xPursuant to Section 455.275(1), Florida Statutes, effect.e October 1, 2012, hcensees licensed under Chapter 455, F.S. must provide the Department with an email address l they have one. The emaas provided may be used for official communication with the licensee. However emal addresses are public record. If you do not wsh to supply a personal address, please provide the Department with an emal address which can be made avaWbk_ to the public. To determine r you are a licensee under Chapter 455, F.S., please click hem_. Product Approval AaMptx: Credit Card Safe 3 of,3 4/13,12018, 7:26 AM i NOT: S 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED 10 COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE 2) WOOD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING IS THE RESPONSIBILITY OF THE ARCHITFCT OR ENGINEER OF RECORD 3) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DLSIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd-1 6 WAS USED FOR WOOD ANCHOR CALCULATIONS 4) APPROVED IMPACT PROTECTIVL SYSTEM IS NOT REOUIRED.FOR THIS PRODUCT IN WIND BORNE' DEBRIS REGIONS UP 10 WIND LONE 3 5) DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO MULLION WINDOWS MUST BEIAPPROVFD UNDER SEPARATE APPROVAL 6) SINGLE WINDOWS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING WINDOWS MUST BE MANUFACTURED BY MI WINDOWS AND DOORS. INC 7) DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED -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 S'NG_E 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 APPUCATIONS AS LONG AS DIMENSIONS INDICATED HEREIN ARE NOT EXCEEDED AND MULLION IS ANCHORED ACCORDING TO THIS DOCUMENT, I _ DLSIGN PRESSURE TABLL INSIRUCTIONS• 1) DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE CHAPTER 16 2) DL1LRMINE 1RI8UTARY WIDTH AND MULLION SPAN BASED ON PRODUCT TO BE INSTALLED. SEE FORMULA FOR TRIBUTARY WIDTH. 3) LOCATE MULLION SPAN ,(UNIT HEIGHT) AND TRIBUTARY WIDTH AT THE WILRSECTION CF ROW AND COLUMN CONTAINING THE MULLION SPAN AND TRIBUTARY WIDTH RESPECTIVELY IS 1HL MULLION RATING FOR PRODUCT IN STEP 2 MULLION RAIING MUST BE EQUAL OR GREATER THAN REQUIRED DESIGN PRESSURE OBIAINED IN SIEP 1. TRIBUTARY WIDTH = W1 i 152 L- 2_ REVISIONS REV DCSCRIPIIDN DATE A REVISED M5TALLAII01 UETASLS OE/10/15 9 REVISED ANCHORING NOTES & INSTL DET, 06/07/17 ANCHORING NOTES 1) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE N1C WOOD SCREW WITH SLFFICIEN'T LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT. LOCA71 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 '/4" MINIMUM, EMBEDMENT WITH 1" MINIMUM EDGE DISTANCE, LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 3. 3) FOR ANCHORINC INTO METAL USE #10 SMS OR -SELF DRILLING SCREW WITH S-J FICIENI LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTJRE 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 S°CCIFIC GRAVITY OF G=0.42 B. IONCRE-FE - MINIMUM COMPRESSIVE STRENGTH OF 3.200 PSI, C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-,90, GRADE N, TYPE 1 (OR GREATER).' D METAL STRUCTURE -STEEL 1BGA (.048") FY=33KSI/FU=52KSI OR ALUMINUM 5053-T5 FU=30KSI .052" THICK MINIMUM. 6) FOR ATTACHING WINDOW UNITS TO MULLION USE #10 SELF TAPPING.' SCREWS WITH SUFFICIFNT I FNCTH TO ACHIEVE A MINIMUM EMBEDVCNIT OF THREE THREADS PAST THE MULLION WALL. LOCATE SCREWS 6" FROM EACH MULLION END AND 12" MAX. CC. THEREAFTER. STACGER SCREWS AT EACH WINDOW. TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 CONFIGURATIONS AND DP CHART 3 INSTALLATION DCTA!LS 4 COMPONENTS MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 5754 - VERTICAL MULLION B3" MULLION SPAN GENERAL NOTES DRAAN DWC NO. V.L. 08-01439 CA-E NTSID':-' 01/11/12 1 SHEET 1 OF 4 L ROSERTCI OMAS P E 1432 WOODFORD RD LL-W18V1LLE. NC 27029 43d-6W-O609 Abmasplrlonw" mm APPROVED RL RL - SIGNED: 10/13/2017 1R L FIjjj o // GENS•'gs D,,61251 TA0 5'.: Z O FtlDP • : jj/ 10NALI NG\ Luis R. Lomas P.E. FL No.: 62514 107 3/8" CCMBINED %MOTH W1- 83" I FRAME HE'GHT WINDOW WINDOW MULLION SPAN) I Z 1117 3/8" COMBINED WIDTHwtw2 83" /J FRAME 'WINDOW HEIGHT WINDOW MULLICN SPAN) ! 1 !/ 107 3/8" COMBINED WIDTH VY2 33'. WINDOW I / FRAME HEIGHT WIN00 WINDO MULLION W 1 --{ - W 2 107 3/8" COMBINED WIDTH Des1_gn pressure rating (pst) Mullion span (in) Tributary 16.13 25.50 width (in) 30,00 42.00 46.00 52.13 25.00 120.0 120.0 1200 120.0 120.0 120.0 37.38 120.0 120.0 1200 1200 120,0 1200 49.63 120.0 98.3 81.2 769 75.2 75.1 62.00 71.0 52.2 39.7 359 33.4 32.3 85.63 59.6 43.7 33.0 29 6 27.4 26.3 72.00 1.9 32.7 24.4 21.8 199 19.0 64.00 28.1 20.3 LARGE AND SMALL MISSILE IMPACT, LEVEL D, WIND ZONE 3 DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT INCLUDE FLANGE. 107 3/8" COMBINED WIDTH I 83" FRAME 11111DOW 'GNDOW HEIGHT MULLION SPAN) F_ 10% 3/8" COMBINED WIDTH W1 - 1 - VI2 83" J WINDOW f FRAME HEIGHT WINDOWI j YIN_RSiYY, N U)N) SP W2 107 3/8" COMBINED WIDTH PEYrWNS I Re, I DESCTPIgN WE I APPROVED n RNISED INSTALLATION OETAILS OG/10/15 RL 8 REVISED ANCHORING NOTES do INSTL DET 05/07/17 IR L_ 107 3/8" COMBINED WIDTH W1 -{ i VY2 83" FRAME HEIGHT WINDO WINDOW r WINDOW MULLION SPIN) APPROVED CONFIGURATIONS MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED WIDTH DOES NOT EXCEED 107""AS SHOWN HEREIN Desl_ gn pressure ral5np (psfl with rebar Mullion span ( in) Tributary 16. 13 25.5 width 336. 00 42.00 In 48. 00 52,13 25. 00 120.0 1200 120.0 120.0 120.0 120.0 37. 38 120.0 120.0 120.0 120.0 120.0 120 D 49. 63 120.0 98.3 81.2 76.9 752 75,1 62. 00 952 70.0 53.3 48.1 448 43.4 65. 83 800 586 442 39.7 36.7 35 3 72. 00 60.3 439 32.8 29.2 26.7 25.5 64. W 37.7 27.3 201 17.7 16.0 151 I W1 -- I-- W2 07 CONBINED WIDTH III WINDOWS -AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 5764 - VERTICAL MULLION 83" MULLION SPAN APPROVED CONFIGURATIONS AND RATING CHARTS AWN' I Dar. NO 1 RI LARGE AND SMALL MISSILE IMPACT, LEVEL D, WIND ZONE 3 V.L. DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT INCLUDE FLANGE. 08- 01439 NTS ( DATE 01/11/12 ISNUT2 OF L. ROBERTO LOMAS PE 1432 KVODFORD RD LEWSVLLLE. NC 27023 434ZAIIOW9 rlbmati Mb+RasW.00m SIGNED: 1011312017 EMIo 9% 0 5 * _ OF cc_ Rot l. 1E` Luis R. Lomas P.E. FL No.: 62514 x"•"' S--'"'1.T'Tr'"y -._-wr--rr. r x-rrr ..L'^\ I x.F.TTtF I YlNY9iYTN II^Ili..OFF.MM M NY hS#hw+M rwv'^-wwwr•ewti...n erw...m».x.r m.x-.x .w.n.rwr-_.... 1" MIN EDGE DISTANCE MASONRY/CONCRETE BY OTHERS MIN EMBEDMENT 1 IIII I 11 r 1/4" ELCO UITRACON TAPCON SECT5796 CUP OPTIONAL REBAR SECT576A MULLION MT000022 CLIP r--- 1 10 WOOD SCREW I, II I 1 1 I 1 3/8" MIN. EMBEDMENT WOOD FRAMING/ 1/2" MIN,L 2X BUCK EDGE BY OTHERS DISTANCE VERTICAL CROSS SECTION MASONRYiCONCRETE AND WOOD FRAMING INSTALLATION I NOTE. CLIPS MAY BE, USED IN MASONRY/CONCRETE OR WOOD FRAMING SUBSTRATE. OLSCR PI1014 Dili I APPIiG o RcV15ED INSTALLATION DETAILS 06/11)/15 RL. REVISED ANCHORING NOTES do NSTL CET.-{05/07/17 R L MT000022 CLIP 1 #10 SMS OR I SELF DRILLING SCRLVIII I I i 1 1 METAL 1 /2" MIN STRUCTURE EDGE F•-- BY OTHERS DISTANCE VERTICAL CROSS SECTION METAL INSTALLATION MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 5764 — VERTICAL MULLION 83" MULLION SPAN INSTALLATION DETAILS DRAWN DWG N0. V.L. 08-01439 ScrLE NTS JDATE 01/ 11/12 1 SNELT3 OF 4 L ROBERTO LOIMS P E. 1432 W0001"DRD RD LEWISWLLE, NC 27023 434-888-0609 rl.'ortus®4bmasp-Car r SIGNED: 1011312017 SyyR. I Ll ?! TTA{TirE OF ; i///S/ pNA `1E\ Luis R. Lomas P.E. FL No.: 52514 2 140" 1 1.125" KIZD] SECT5764 MULLION ALUMINUM 6005-T5.125" THICK ri I 1 531 RF-165 2 REBAR 16 GA (062) GALVANIZED STEEL NOTES- 1. CLIPS MAY BE USED IN VIASONRY/CONCRFTF OR WOOD FRAMING SUBSTRATE. 2 FOR WOOD k 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" I 1 I 4.000" O 4-1 MT000022 CLIP 16GA (1563) GALVANIZED STEEL SEE NOTE 2 6 3, THIS SHEET. 3.750' ----- II— 2 189" - y70" - - 0.375" I 0843FF II I i 1. 562"' 2X 00210 j 1- I r 1. 562" I U SECT5796 CLIP FOR WOOD FRAMING INSTALLATION ALUMINUM 6063-T5.125' THICK REV. SIONs EV OESCRIPTIDN I DATE APPROVED A I REVISED INSTALLATION DETAILS 106/10/15 R L 6 I REVISED ANCHORING NOTES & INSTL DET 1 06/07/17 R.I. 3. 750" ---- 1 000" C 375" 42 032" 2 875" a 843" 7 T— SECT5796 CLIP o0 2I O" FOR CONCRETE INSTAClATION ALUMINUM 6063- T5.125' THICK MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 5764 - VERTICAL MULLION 83" MULLION SPAN COMPONENTS ORIW DWO NO V.L. 08-01439 SCALE NTS IDME 01/11/12 1 SHEET OF 4 L ROBERTOLOMASPE 1432 WOOOFORD RD LEMSVILLE, NC 27= 434-6W OWO MrrssQYlD ipe.m SIGNED: 1011312017 SI l l l I I L!o 2j2/. i E N St 9iP G OTAY ro; 51 REv C0Rl0t` Luis R. Lomas' P.E. FL No.: 62514 4 Florida Building Code Online https://www.floridabu ildi ng.org/pr/pr_app_dtl.aspx?param=wGEV X... BCIS Home I Log In User Regstratk n j Hot Topics Submt Surcharge i Stats d Fads I Pubfrratbns ! FBC Staff BCIS Site Map i links Search w Product Approval 3 r USER: Public User Ja :".s PIAdSKS APQrGY4 MMu > > rAnn'i ac them List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email FL13223-R4 Revision 2017 Approved James Hardie Building Products, Inc. 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 909)349-2927 pingsheng.zhu@jameshardie.com Authorized Signature Pingsheng Zhu pingsheng.zhu@jameshardle.com Technical Representative Pingsheng Zhu Address/Phone/Emall 10901 Elm Ave. Fontana, CA 92337 909)349-2927 pingsheng.zhu@jameshardle.com Quality Assurance Representative Pingsheng Zhu Address/Phone/Email. 10901 Elm Ave. Fontana, CA 92337 909)349-2927 pingsheng.zhu@jameshardie.com Category _ Panel Walls r . 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. Cigawa the Evaluation Report _ Florida License PE-24121 Quality Assurance Entity lntertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Southard, P.E. Validation Checklist - Hardcopy Received Certificate of Independence F.U32Z) 9,1 Qi_gIQ-feTtiflcate of 1nd gentl nce.pQf Referenced Standard and Year (of Standard) Standard Year, ASTM C1186 2007 ASTM E330 2002 1 of 3 4/13/2018, 7:29 AM Florida Building Code Online hups://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVX... f Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Florida Licensed Professional Engineer or Architect EL1377,3 R4FquivRIO_26928_17 ASS C1186 equivalency,Wdf Method 1 Option D 08/09/2017 08/25/2017 08/28/2017 10/10/2017 FL # Model, Number or Name Description 113223.1 I Cempanel Siding t fiber -cement panel siding I i Limits of Use f Installation Instructions Approved for use in HVHZ: Yes FL13223 R4 11 cempanel-mstallation,pdf ! i Approved for use outside HVHZ: Yes FL13223_R4-IIN0A 17_0406,06.pdf Impact Resistant: Yes FL13223 R4 II RI0 2689_17 Panel to Furring.p f Design Pressure: N/A FL13223 R4 11 RIO-2686-17 Panel Wood Metal Frame pdf Other: For use inside a HVHZ install in accordance with NOA ; Verified By: Ronald I. Ogawa 24121 I 17-0406.06 Created by Independent Third Party. No 1 j Evaluation Reports t FL13223 R4 AE NOA 17-0406.06.pdf i i FL13223 R4 AE RIO 2689-17 Panel to Furring.pdf 3 FL13223 MejilO268617PanelWoodMetalFrame•pdf Created by Independent Third Party: Yes L13223. 2 t HardiePanel Siding fiber -cement panel siding Limits of Use - Installation Instructions 1 Approved for use in HVHZ: Yes FL1`3223_R4 II_ HardiePanel_Installation.pdf I Approved for use outside HVHZ: Yes FL13223 R4 II NOA 17=0406.06;pdf i Impact Resistant: Yes I FL13223_R4_II RIO 2689-17 Panel to Furring.pdf Design Pressure: N/A I FL1.3_ 23_R4 II R10-2686_17 Panel Wood Metal Frame.pdf ' Other: For use Inside a HVHZ Install in accordance with NOA i Verified By: Ronald I. Ogawa 24121 17- 0406.06 Created by Independent Third Party: No j Evaluation Reports I FL13223_ R4_AE NOA 17-0406.06.pdf FL13223 R4 AE RIO 2689-17_Panel-to Furring.gdf FL13223 R4 AE RRIp-2686-17 Panel Wood Metal Freme,pdf Created by Independent Third Party: Yes 13223. 3 I Prevail Panel Siding fiber -cement panel siding i Limits of Use Installation Instructions I I Approved for use in HVHZ: Yes FL13223 R4 11 NOA 17-0406.06_pdf Approved for use outside HVHZ: Yes FL13223 R4 11 Prevail-Panel-Installation.pdf Impact Resistant., N/A FL13223_R4_I1_RIO 2689 17 Panel to Furrmgpdf i Design Pressure: N/A 1`63223 R4 Il Rio-2686-17 Panel Wood Metal Frarne.pdf 1 Other: For use Inside a HVHZ install in accordance with NOA 1 Verified By: Ronald I. Ogawa 24121 j 17- 0406.06 Created by Independent Third Party: No Evaluation Reports FL13223_ R4 AE_NOA 17-040G. G_.pdf FLI. 3223_R4 AE RIO 2689=17 Panel to Fur .pdf FL13223R4 AE_RI0-2686_17 Panel -Wood Metal Frame.pd° Created by Independent Third Party: Yes Back Nest, Contact us :: 264a.3la-T-StareBood,-Talkhassee.El32399 Rthmai::_QU e7.lezt The State of Fbrida 6 an AA/EEO employer. Copyright 2007-2011 State of Florida.:: Prtvaa Stater pt :- $GSS_i!t)ity_$SaS" [rt[S :: Fiefund Statemen[ 2 of 3 4/ 13/2018, 7:29 AM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVX... ? i Under Florida law, emall addresses are public records. I you do not want your e-mall address released n response to a public -records request, do not send electronic mat to this entity. Instead, contact the office by phone or by traditional mat If you have any questlons, please contact 850.487.1395. •Pursuant to Section t 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, FS. must provide the Department with an email address tthey have one. The emats provided may be used for official communication with the licensee. However emal addresses are public record. 8 you do not wish to supply a ? personal address, please provide the Department with an emall address which can be made available to the public. To determine d you are a licensee under Chapter € 455, F.S , please click here . Product Approval Accepts: LM::M- ®,;;i© Credit Card Safe srcurityNmr uc, 3 of 3 4/13/2018,7:29 AM I Florida Product Approval HardiePanel® Siding For use inside HVHZ: o HardiePanel Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 17- ' 0406.06. Consult the HardiePanel product installation instructions on the follow pages for all other installation requirements. For use outside of HVHZ, o HardiePanel Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Reports RIO-2686-17 or RIO-2689-17. Consult the HardiePanel product installation instructions on the follow pages for all other installation requirements. 9 HardiePaneloffALO.. JamesHardie' Vertical Siding INSTALLATION REOUIRf_MEMS RESiDFNTIA!_ SINGLE FAMILY ONLY PRIMED & COLORPLUSfi PRODUCES EFFECTIVE SEPTEMBER 2013 Visit ;y:Jyf 1i eytit r xin for the most recent version SMOOTH is CEDARMILL® is SELECT SIERRA 8 is 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 HZ10TM PRODUCTS OUTSIDE AN HZ100 LOCATION WILL VOID YOUR WARRANTY, TO DETERMINE WHICH HARDIEZONE APPLIES TO YOUR LOCATION, VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343 (866 9HARDIE) STORAGE & HANDLING: Store flat and keep dry and covered prior to installabon. 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 OUTDOORS INDOORS 1. Position cutting station so that wand will blow dust away from user 1. Cut only using score and snap, or shears (manual, electric or pneumatic). and others in waking area 2. Position cutting station in well -ventilated area 2 use one of done following methods: a Bost 1. Score and snap R. Shears. (manual, electric or pneumat c) - NEVER use a power saw indoors b. Better. i. Drat reducing circular saw equipped with a - NEVER use a circular saw blade that does not cam the Hardidilade saw dada trademark HardeBdW saw blade and H&A vacuum extraction NEVER dry sweep — Use wet suppressbn or HEPA Vacuum c. Good, I. Drat reducing circular saw with a HardleBlade saw blade only use for lay to moderate cutting) Important Note: For maidmum protection (lowest respirable dust production), James Hardee reeanmencis always usiny'Best'-level cutting methods whore table. NIOSH-approved respirators can be used in ccnjurcfiort with above culling practices to further reducedust exposures. Additional eXp051 m Inhor l n is aveliable at wwvcjartoshardie.com to help you determine the most appropriate cutting method for your job requ'ceman si, If concern still e)dZ abaci eitpOsrre levels or you do nol comply with the above practices, you should always consult a qualified Industrat hygienist or contact Ames Hardie for further information sooxnos GENERAL REQUIREMENTS: I • These instructions to be used for residential single family Installations only For Commercial / Multi -Family installation requirements go to www.JamesHardeCommercial.com HarddlaneP vertical siding can be installed over braced wood or steel studs spaced a maximum of 24" D.C. See genemal fastening requirements. lmegulantes in framing and sheathing can mirror through the finished application. James Hardie recommends installing HardiePanel on a capillary break (rainscreeNfurirg) as a best practice. Information on installing James Hardie products over foam can be located in JH Tech Bulletin 19 at www. iamehardie.com A water -resistive barrier is required in accordance with local building code requirements. The water -resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements. James Hardie will assume no responsibility for water infiltration. James Hardie does manufacture HardieWrap® Weather Barrier, a non -woven non -perforated housewrapl , which complies with building code requirements. When installing James Hardie products all clearance details in figs. 5.6,7,8,9,10&11 must be followed. Adjacent finished grade must slope away from the building in accordance with local building codes - typically a minimum of 6" in the first 10'. Do not Install James Hardie products, such that they may remain in contact with standing water. HardiePanel vertical siding may be installed on vertical wall applications only. DO NOT use HardiePanel vertical sidingIn Fascia or Trim applications Some application are not suitable for ColorPlus. Refer to ColorPlus section page 3. DO NOT use stain, olUal% base paint, or powder coating on James Hardie' Products. For larger projects, including commercial and multi -family projects, where the span of the wall is significant in length, the designer and/or architect should take Into consideration the coefficient of thermal exppansion and moisture movement of the product in their design. These values can be found in the Technical Bulletin 8 " Expansion Characterisbcs' at www.JamesHardie.com. INSTALLATION: Joint Treatment Fastener Requirements • Vertical Joints - Install panels in moderate contact (fig. 1), alternatively Positionfasteners3/8" from panel edges and no closer than joints may also be covered with battens, PVC or metal jointers or 2" away from corners. Do not nail into corners. caulked (Not applicable to ColorPlus• Finish) (fig. 2). HardiePanel Vertical Siding Installation •, Horizontal Joints - Provide Z-flashing at all horizontal joints (fig. 3). Framingmustbeprovidedathorizontalandverticaledgesfornailing. Figure 2 Figure 3 HardiePanelverticalsidingmustbejoinedonstud. water-msmsfive hamer water-remstiva bander Double stud may be required to maintain minimum -edge ` 4 stud z 4 afiid h ,+aterr1le wat tle nailing distances. Tupper panel .-r tipper panel Figure 1 stud r, r De not 1/4' gap 00 not 1/4" gap water -resistive x '- CaupC Caulk banter - It sheathing i HardiePanel Batten Joint "H" Joint ~Z tlaSh rig f t Z-flashlml t o o vertical siding water -resistive banter decorative r band board leee nails- e-, 2 x skirl • r—lower - 3/8 inn. lower from panel t panel ~ panel Q edges , plate ° Figure 4 4 , lam appropriate gap between Il ecommerdaton:uhen _ o panels, then caulk' installing Sierra 8, provide Caulk Joint- a double stud at panel moderate contactj (Natapplicable to ColorPlus' Finish} joints to avid nailing keep fasteners 2' 'Apply caulk in accordance with Caulk through grooves. away from comers ^ manufacturer's written application instructions For additional information on HardieWrap'" Weather Banter, consult James Hardie at 1 8bb-41-fardle or wwW.hardiewrap.com WARNING: AVOID BREATHING SILICA DUST James Hardie* products contain respirable crystalline silica, iWa Is kriorm to the State d California to cause cancer and Is corisldered by IARO and NOSH to be a cause of cancer from some occupy anal sources Breathing excessive artnruns d nesgrable silica dust can also cause a disabling and poterNaily fatal lung disease called silicosis, and has been briked with other diseases Some sh des aiggesl smoking may increase these risks During kistallebon or haling- (1) work in outdoor arias with ample vertbatien; use fiber cement shears for aMN a, where not feasible, uses Hardbetatle• saw blade and dust-rEduc ciraAar say attached to a HEPA vamum„ worm others in the Immediate area; (4) wear a property -fitted, Napproved dust mask or respirator (e g N-95) In accordance vriN applicable gorertemdit regidataris and rtumitactiuer Instructions to ferillef unit respirable silica a4iosures. During dean -up, use HEPA vacuums or wet clamup methods - never dal sweep For further intimation, refer to our installation Instructions and Material Safety Data Sheet avallable at www jamesharde. com orby calling 1-8e0-9HARDIE (1-BW942-7343) FAILURE TO ADHERE TO OUR WARNINGS, GLSDS, AND 14STAL1AT10N INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH rww,o HS1236 - P1/3 1/13 CLEARANCES Install siding and trim products in Maintain a minimum 1" Maintain a minimum 1" 2" clearance At the juncture of the roof and vertical Maintain a 1/4" compliance with local building code 2" clearance between between James Hardie products surfaces, flashing and counterflashing clearance between requirements fof clearance between James Hardie® and decking material. shall be installed per the roofing the bottom of James manufacturer's instructions. Provide a Hardie products and the bottom edge of the siding and products and paths, Figure 7 minimum 1 "- 2" clearance between horizontal flashing. the adjacent finished grade. steps and driveway& the roofing and the bottom edge of the Do not caulk gap Figure 5 Gad Figure 6rparnee sldi water siding and trim. Refer to fig. 3 on Figure 8 page 1. adnp _ I i I F77 THUM 111--2"min. e , 1. — t _ cannel• 6" min. I foundation Maintain a minimum 1" gap between gutter end caps and Siding & trim. Figure 9 satin, gutter and end cap SEEM iiI " deck material Do not bridge floors with HardiePaneP siding. Horizontal joints should always be created between floors gig. 10). Water _ N1 Resislne earner Figure 10 Horizontal Trim 2- 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 Fr•mmq roof intersects a sidewall. The roof must be flashed with step Flooring 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 come back to install the kickout. J Figure 11, Kickout Flashing To prevent water from I dumping behind the siding and the end of the roof sheami rg 'intersection, install a "kickout" as required by IRC code R905.2.8.3 : '.. flashing shall be a min. of 4" high and 4" Hard !Pane l• wide.' James Hardie recommends the kickout be angled between 1000 -110a to maximize water deflecfion BLOCKED PENETRATIONS Penetrations such as hose bibs and holes 1 'iz" or larger such as dryer vents should have a block of trim around point of penetration. GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel. Electro-galvanized are acceptable but may exhibit premature corrosion. James Hardie recommends the use of quality, hot -dipped galvanized nails. James Hardie is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing James Hardie products near the ocean, large bodies of water, or in very humid climates. Consult applicable product evaluation or listing for correct fastener type and placement to achieve specific design wind loads. NOTE. Published wind loads may not be applicable to all areas where Local Building Codes have specific jurisdiction. Consult James Hardie Technical Services if you are unsure of applicable compliance documentation. Drive fasteners perpendicular to siding and framing. Fastener heads should fit snug against siding (no air space). (fig. A) Do not over -drive nail heads or drive nails at an angle. If nail is countersunk, fill nail hole and add a nail. (fig. B) For wood framing, under driven nails should be hit flush to the plank with a hammer (for steel framing, remove and replace nail). NOTE: Whenever a structural member is present, HardiePlank should be fastened with even spacing to the structural member. The tables allowing direct to OSB orplywood should only be used when traditional framing is not available. Do not use aluminum fasteners, staples, or clipped head nails. Snug Flush Countersunk, 0fill &add nail kly yy/ Figure A Figure B do not under drive nails DONOT s'" Jn-E Figure 11 gym m'q\` - /- r cart m mtran•• ae t 10use, rap 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). HS1238- P213 8113 CAULKING For Hest results use an Elastomeric Joint Sealant complying with ASTM C920 Grade NS, Class 25 or higher or a Latex Joint Sealant complying with ASTM C834. Caulking/Sealant must be applied in accordance with the caulking/sealant manufacturer's written instructions. Note: OSI Quad as well as some other caulking manufacturers do not allow tooling. DO NOT caulk nail heads when using ColorPlus products, refer to the ColorPlus touch-up section CUT EDGE TREATMENT PAINTING Caulk, paint or prime all field cut edges: I DO NOT use stain, oiValkyd base paint, or powder coating on James Hardie® Products. James Hardie products James Hardie touch-up kits are required most 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 cutting James Hardie® ColorPlus® products. During installation use a wet soft cloth or soft brush to gently wipe off any residue or construction dust left on the product, then rinse with a garden hose. Touch up nicks, scrapes and nail heads using the ColorPlus® Technology touch-up applicator. Touchup should be used sparingly. If large areas require touch-up, replace the damaged area with new HardiePane18 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 ColorPlusO product dealer. Treat all other non -factory cut edges using the ColorPlusTechnology'edge coaters, available from your ColorPlus product dealer, Note: James Hardie does not warrant the usage of third party touch-up or paints used as touch-up on James Hardie ColorPlus products. Problems with appearance or performance arising from use of third party touch-up paints or paints used as touch-up that are not James Hardie touch-up, will not be covered under the James Hardie ColorPlus Limited Finish Warranty. The following outlines the recommended applications for ColorPlus and Primed panels. Not all designs will be suitable for every application: Exposed fasteners or battens is the recommended application for ColorPlus panel products Do not use touch-up over fastener heads for smooth ColorPlus products - primed panel recommended For ColorPlus panel applications that require fasteners in the field, it is acceptable to use touch-up over fasteners for Cedarmill and Stucco panel only, but correct touch-up application is important. Some colors may show touch-up when applied over fasteners. Trim is recommended to cover joints when appropriate. PAINTING JAMES HARDIE• SIDING AND TRIM PRODUCTS WITH COLORPLUS• TECHNOLOGY When repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application: Ensure the surface is clean, dry, and free of any dust, dirt, or mildew Repriming is normally not necessary 100% acrylic topcoats are recommended DO NOT use stain, oiValkyd base paint, or powder coating on James Hardie® Products Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature RECOGNITION In axordance with ICC-ES Evaluation Report ESR-1944, HardePardO vertlW siding is recogized as a suitable alternate to that specified et the 2006 2009. b 2012 International ResidenU Code for One -and Two -Family Dvegvgs and the 2006, 2009. 3 2012 Irlemabonal Bu khN Code HardePanel vertical skrahg Is also recognized for applibrion In the fdlmAng. city of Los Angeles Research Report No 24862, State of Florida listing FU889, Dade County, Florida NOA No. 02-0729 02, U S Dept of HIA Mauls Release 1263c, Texas Department of insurance Product Evaluation EC-23, City of New Yak MEA 223-93-M, and California DSA PA-019. These ducurnerls should also be cDWtW for additional alarretiorn concerning the suifeWrty of this product fa spWfc applcaWns. 2013 Jarnes Hardie Building Products. All rights reserved. Additional Installation Information, TM,' SM, and ® denote trademarks or registered trademarks of James HardieTochnology Limited L^r is a registered Warranties, and Wamings are available at JamesHardle trademark of James Hardie Technology Limited. www.jameshardie.com HS1236 - P3/3 6/13 Florida Building Code Online https://r&,ww.floridabuilding.org/pr/pr app_dtl.aspx?paramwGEVX... r• 5- 0 - r BclS Home LOURegistration Hot To9InUsere9 Pc5 SutxnR Surcharge ! Stats i! Facts Publications I FBC Staff i BC6 Ste Map j Links j Search b r`t Rdl Product ApprovalUSER: Public User PlodugPR=vai Menu > > Lpjkpjnn LDS > Application Detail 3* 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@aluminumcoilsinc.com Authonzed Signature Gareth Rahman grahman@aluminumcoilsinc.com Technical Representative Paul Frost Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813)249-9742 PFrost@aluminumcoilsinc.com Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report Florida License PE-74021 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 06/19/2020 Validated By Locke Bowden P.E. Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Validation Checklist - Hardcopy Received FL12194 R7 CQ!-A4C15001.4 2017 Y BC- Eva luation Report Q4-T4 Soffits Fin :p( Standard AAMA 1402 Year 2009 1 of 2 4/13/2018, 7:37 AM Vlorida Building Code Online https://wNvw.floridabuilding.org/pr/pr_app dtl.aspx9paraTn=wGEVX... Sections from the Code i Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summaryof Products Method 1 Option D 12/15/ 2017 12/15/ 2017 12/20/ 2017 02/13/ 2018 FL # I Model, Number or Name I Description r2194.1 Alumunum Coils Aluminum Soffit J Aluminum soffit panels Limits of Use t Approved for use in HVHZ: No I Installation Instructions i FL12194 R7 II ALC15001A 2017 FBC Evaluation ffepoi I Approved for use outside HVHZ: Yes Q4 T4 Soffits Flnal.udi 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 limlts of use. I Evaluation Reports FL12194 R7 AE ALC15001.4 2017 FBC-Evaluation Re pert I Q4 T4 Soffits Final_pdf j Created by Independent Third Party: Yes 6adc Mart Contact -US :: 2601 Blair stone Egj& S3tlahassea_fL3Z34r1 Phone, 850-487-1824 The State of Florida is an AA/EEO employer. CaAyl19_ht 2007-2013 State olPlortda.:: Prlyacy Stateme0t :' &cess"y-Statement :: Refund S atetngU Under Florida law, email addresses are pubic records. 7 you do not want youre-mail address released In response to a public -records request, do rot send electronic ma.l to this entity. Instead, contact the office by phone or by traditional mad If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275( 1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emais provided may be used for official communication wth the licensee. however email addresses are public record. IT you do riot wish to supply a personal address, please provide the Department with en email address which can be made available to the pubic. To determine ryou are a licensee under Chapter 455, F. S, please click bLr _- Product Approval Accepts: eC—L Credit Card Safe 2 of 2 4f 13/2018, 7:37 AM ' r CREEK t TECHNICAL SERVICES, LLC Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 6T" EDITION (2017) Manufacturer: ALUMINUM COILS, INC. Issued December 14, 2017 5001 West Knox Street Tampa, FL 33634 813)249-9743 www.aluminumcoilsinc com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1709.10 Properties: Wind Resistance REFERENCES Entity Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 2009 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-008-02-01 AAMA 1402 2009 LIMITATIONS 1 This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1609. 3. Soffits shall be labeled in accordance with FBC Section 1709.10. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. ALC15001.4 FL12194-R7 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation_ , recommended use, or other product attributes that are not specifically addressed herein. CREEK ALUMINUM COILS, IN Soffits TECHNICAL SERVICES, LLC PRODUCT DESCRIPTIONS 3/8" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 3/8" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. 16" Q4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit panels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in2/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. fir`.`, \, zzzz, Qi7allmnalm 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit panels provided in 12- incfi sections. The reported net free ventilation areas are 12.5 in2/lin.ft. for the 'full vent configuration and 4.2 in2/lin.ft. for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001.4 FL12194-R7 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 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 COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E have demonstrated compliance with the Florida Building Code, 6'" Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. 1,Iunrrrrrr R. C P•'"• 2017.12.14 tiP,•',\cENs• Fs No 74021 16:21:34 05'00' STATE OF T '• ° O P •' N : Zachary R. Priest, P.E. RegistrationFlorida021SSi0NA , Organization NoANE9641 rr CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIA—Approved Systems (11 pages) 2) APPENDIX B —Installation Drawings (19 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001. 4 FL12194-R7 Page 3 of 3 This evaluation report is provided for 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 (MOP) 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 follows: ' a. 12" T4 Soffit-12-inch o.c. Fastener Fastener Location Location 1 1 b. 12" T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Location Location Location Location c. 16" Q4 Soffit.— 16-inch o.c Fastener Lobon cI T Fastener Location 11 ALC15001.4 FL12194-R7 Page 1 of 11 This evaluation report is provided for State of Flonda 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 LM TECHNICAL SERVICES, LLC d. 16" 04 Soffit— 8-inch o.c. Fastener Loc tion Fastener Fastener Loction ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 10.5JJ-# Approved Systems for 10.5-inch Soffit Span with J-Channel at Wall and Eave 12F-A Approved Systems for 12-inch Soffit Span with F-Channel and Fascia Ca 12J-* Approved Systems for 12-inch Soffit Span with J-Channel and Fascia Ca i?JJA Approved Systems for 12-inch Soffit Span with J-Channel at Wall and Eave 14 5JJ-4 Approved Systems for 14.5-inch Soffit Span with J-Channel at Wall and Eave 16174 1 Approved Systems for 164nch Soffit Span with F-Channel and Fascia Ca 16J4 Approved Systems for 16-inch Soffit Span with J-Channel and Fascia Ca 16J -8 Approved Systems for 16-inch Soffit Span with J-Channel at Wall and Eave 22.5JJ-* Approved Systems for 22.5-inch Soffit Span with J-Channel at Wall and Eave 24F-# Approved Systems for 244nch Soffit Span with F-Channel and Fascia Ca 24J-# Approved Systems for 244nch Soffit Span with J-Channel and Fascia Ca 24JJ-# Approved Systems for 24-inch Soffit Span with J-Channel at Wall and Eave Appendix A Approved Systems for Maximum 10.5-inch Soffit Span with J-Channel at Wall and Eave Wall Connection Eave Connection System Panel MDP No. Width psf) Substrat J-Channel Substrate J-Channel e Attachment Attachment Three (3) 18 ga.1/4-inch crown x 1-inch leg staples in Three (3) 18 ga.1/4-inch crown x 1-inch leg staples indiamondpatternspaced24-inch ox. securing diamond pattern 24-inch o c. securing 10.511-1 Max. 16-inch Wood J-Channel to joists; One (1) 18 ga.1/4-inch crown x 1-inch leg staples Wood J-Channel to joists; 59.8 located in the horizontal leg of the J-Channel spaced One(1) 18 ga.114-inch crown x 1-inch leg staples located 12-inch o.c. in the horizontal leg of the J-Channel spaced 12-inch o.c ALC15001.4 ` FL12194-R7 Page 2 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix A Approved Systems for Maximum 12-inch Soffit Span with F-Channel and Fascia Cap Wall Connection Eave Connection System Panel I MDP F-Channel Fascia Cap No. Width psf) Substrate Attachment I Substrate Panel Attachment Attachment Max. One (1) min. 3/8-inch head dia. nail, One (1) min. 318 x 3/8-inch crown One (1) min. 1 3/4-inch long x 0.072-inch dia. x min. 3/16- 12F-1 16-inch Wood min. 1.25-inch embedment spaced Wood staple spaced 16-inch o.c. inch head dia. trim nail 40 24-inch o.c. spaced 36-inch o.c. One (1) 14 ga 5/8-inch long T nail or One (1) min. 1 3/4-inch long x 12F-2 Max. Masonry 9 ga., min. 5/8-inch long Stub Nail Wood One (1) min. 318 x 318-Inch crown 0.072-inch dia. x min. 3/16- 40 16-inch with 3/8-inch diameter head spaced staple spaced 16-inch o.c. inch head dia. trim nail 8-inch o.c. spaced 36inch o.c. Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 0.0724nch dia. x min. 1/4-inch 48 12F-3 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch O.C. head dia. trip nail spaced 48- 64.2 spaced 24-inch o.c and securing each panel lap inch o.c. One (1) 14 ga. 5/8-inch long T nail or One (1) min 3/4-inch x .1/4-inch One (1) min. 1 3/4-inch long x 12F 4 Max. Masonry 9 ga., min. 5/8-inch long Stub Nail Wood crown staple spaced 0.072-inch dia. x min. 1/4-inch 48 16-inch with 3/8-inch diameter head spaced cinch pandsecuringeachpanellap head dia. tnp nail spaced 48- 64.2 8-inch o.c. inch o.c. Approved Systems for Maximum12-inch Soffit Span with J-Channel and Fascia Cap Wall Connection Eave Connection System Panel MDP No. Width pst) Substrate J-Channel Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4- inch x 1/4-inch crown One (1) min. #8 x 1/2-inch One (1) min 3/4-inch x One (1) min. 1 3/4-inch long x 12J-1 Max. Wood staples in diamond long x inch head diameter Wood 114-inch crown staple dia. x min. 0.0ad 48- 48 16-inch pattern spaced 24- sscrewspaced 16-inch o.c. spaced 8-inch o.c, diahheaddia. trip nail spaced 48- spaced 84.2 inch o.c. connecting soffit to J-channel inch o c. ALC 15001.4 FL12194-R7 3of11 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. r CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for Maximum 12-inch Soffit Span with J-Channel at Wall and Eave Wall Connection Eave Connection - System Panel MDP No. Width psf) Substrate J-Channel Substrate J-Channel Attachment Attachment Three (3) 18 ga.1/4-inch crown x 1-inch leg staples in Three (3) 18 ga.114-inch crown x 1-inch leg staples in diamond pattern spaced 24-inch o.c. securing diamond pattern spaced 12-inch o.c. securing 12JJ-1. Max. Wood J-Channel to joists; Wood J-Channel to fascia; 70 16=inch One (1) 18 ga:1/4-inch crown x 1-inch leg staples One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing 60 located in the horizontal leg of the J-Channel spaced the nailer of each female lock or spaced 16-inch o.c. 12-inch 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 W Substrate J-Channel Substrate J-Channel Attachment Attachment Three (3) 18 ga.1/4-inch crown x 1-inch leg staples in Three 18 crown x 1-inch leg staples indiamondpatternspaced24-inch o.c. securing m pat ern spaceddiamondpatternspaced 24-inch o c securing 14.5JJ-1 Max, 1Max, i Wood J-Channel to joists; One (1) 18 ga.1/4-inch crown x 1-inch leg staples Wood J-Channel to joists; 43.3 located in the horizontal leg of the J-Channel spaced One (1) ga.1/4 inch crown x 1-inch leg staples located 12-inch o.c. in the horizontal leg of the J Channel spaced 12-inch o.c. ALC15001.4 FL12194-R7 Paae 4 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. CD E E K ALUMINUM COILS, INC j'Z [\ Soffits TECHNICAL SERVICES, LLC Appendix A Approved Systems for Maximum 16-inch Soffit Span with F-Channel and Fascia Cap i I Wall Connection, Eave Connection System Panel I MDP No. Width pso Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment 1 One (1) 14 ga. 5/8-inch long T nail or One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 0.072-inch diameter 16F-1 Max. Masonry 9 ga., min. 5/8-inch long Stub Nail Wood 1-inch leg staple spaced max. finishing nail with min. 3116- 53.3 12 inch with 3/8 inch diameter head spaced 4 inch o.c. and securing each inch head spaced max. 8-inch o.c. panel lap 12-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga. 1/4-inch crown x 1- 1-inch leg staple spaced max. 0.072-inch diameter 16F-2 12-inch Wood inch leg staples in diamond pattern Wood 4-inch o.c.,and securing each finishing nail with min. 3/16- 53.3 spaced 16-inch o.c. panel lap inch head spaced 12-inch o.c. One (1) 14 ga. 5/8-inch long T nail or One (1) min 3/8-inch x 3/8-inch One (1) min. 1 3/4-4nch long 16F-3 Max Masonry 9 ga., min. 5/8-inch long Stub Nail Wood crown staple spaced 16-inch x 0,072 inch dia. x min. 25.6 16-inch with 3/8-inch diameter head spaced 3116-inch head dia, trim nail 8-inch o.c.spaced O.C. 36-inch o.c. Max One (1) 3/8-inchhead dia. nail, min. One (1) min 3/8-inch x 3/8-inch One (1) min. 1 3/4-inch long x 0.072 inch dia, x min. 16F-4 16-inch Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch 3/16-inch head dia. trim nail 25.6 inch o.c. O.C. spaced 36-inch o.c. 1/4-inchThree (3) min. 3/4-inch x 1tern One (1) min. 1 3/4-inch long 16F-5 Max Wood crown staples in diamond pp Wood One (1) min 3/4-inch x 1/4-inch x 0.072-inch dia. x min. 1/4- 27 16-inch spaced 24-inch o.c. crown staple spaced 8-inch o.c. inch head dia. trip nail 36.1 spaced 48-inch o.c. One (1) 14 ga. 518-inch long T nail or One (1) 18 ga. 1/44nch crown x One (1) min. 1 75-inch x 0.072-inch diameter 16F 6 Max. MMasonry 9 ga., min. 5/8-inch long Stub Nail ooWood 1-inch leg staple spaced 4-inc h nsfinishing nail with min. 3116- 43.3 16 inch with 3/8 nch diameter head spaced o.c. and securing each panel inch head spaced 8 -inch o.c. lap 16-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga.114-inch crown x 1- 1o. ch leg staple spaced 0.072-inch diameter 16F-7 16-inch Wood inch leg staples in diamond pattern Wood o.c. and securing each panelpanel finishing nail with min. 3/16- 43.3 spaced 16-inch o.c. lap 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 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. LA CREEK TECHNICAL SERVICES. LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for Maximum 16-inch Soffit Span with J-Channel and Fascia Cap Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment, Attachment Three (3) min. 3/4-inch x 1/4-inch One (1) min..1 3/4-inch 16J 1 Max. Wood crown staples in diamond pattern Wood One (1) min 3/4-inch x 1/4-inch long x 0 072-inch dia. x 16-inch spaced 24-inch o.c. crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4 nail spaced 48-inch o.c. Approved Systems for Maximum 16-inch Soffit Span with J-Channel at Wall and Eave Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate J-Channel Substrate J-Channel Attachment Attachment Three (3) 18 ga.1/4-inch crown x 1-inch leg staples in diamond pattern spaced 24-inch o.c. securing Three (3) 18 ga.1/4-inch crown x 1-inch leg staples in 16JJ-1 Max. 164nch Wood J-Channel to joists; One (1) 18 ga.1/4-inch crown x 1-inch leg staples Wood diamond pattern spaced 8-inch o.c. securing t32:7 located in the honzontal leg of the J-Channel spaced J-Channel to fascia 12-inch o.c. Three (3) 18 ga.1/4-inch crown x 1-inch leg staples in Three (3) 18 ga.1/4-inch crown x 1-inch leg staples in diamond pattern spaced 24-inch o.c. securing diamond pattern spaced 12-inch o.c. securing 16JJ-2 Max. Wood J-Channel to joists; Wood J-Channel to fascia; , 43.3 16-inch One (1) 18 ga.1/4-inch crown x 1-inch leg staples One (1) 18 ga.1/44nch crown x 1-inch leg staple securing 33.3 located in the horizontal leg of the J-Channel spaced the nailer of each female lock or'spaced 16-inch o.c. 12-inch o.c. securing each panel lap ALC15001.4 FL12194-R7 6 of 11 This evaluation report is provided for State of Florida product approval under Rule 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. i P734 CREEK I ALUMINUM COILS; INC i SoffitsLATECHNICALSERVICES, LLC Appendix A Approved Systems for Maximum 22.5-inch Soffit Span with J-Channel at Wall and Eave Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate J-Channel Attachment I Panel Attachment Substrate J-Channel Attachment I' Three (3) 18 ga 1/4-inch crown x One (1) 18 ga.1/4-inch crown x Three (3) 18 ga.1/4-inch crown 1-inch leg staples in diamond 1-inch leg staple securing the nailer x 1-inch leg staples in diamond t pattern spaced' 24-inch o.c. of each female lock or spaced 16- pattern spaced 24-inch o.c. 22.5JJ-1 Max. Wood securing J-Channel to foists; inch o.c. securing each panel lap Wood securing J-Channel to joists; 42 1 16-inch One (1) 18 ga.114-inch crown x One (1) 18 ga.1/4-inch crown x 1-inch leg staples located in the One (1) min. 1.75-inch x 0.072-inch 1-inch leg staples located in the horizontal leg of the J-Channel diameter finishing nail with min. horizontal leg of the J-Channel spaced 12-Inch o.c. 3/1 6-inch head spaced spaced 12-inch o c. 4-inch o.c. Approved Systems for Maximum 24-inch Soffit Span with F-Channel and Fascia Cap Wall Connection , Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga 1/4-inch Nominal 1x2 crown x 1-inch leg No.2 SYP staple spaced Three (3) 18 ga.1/4- anchored to 12-inch o.c. securing One (1) 18 ga 1/4- One (1) min. 1.75-inch x Max. rnch crown x 1-inch rafter with one each panel lap inch crown x 1-inch 0.072-inch diameter 80 24F-1 12-inch wood leg staples in 1) min. 2.25- Wood leg staple spaced 8- finishing nail with min. 90 diamond pattern inch x 7d ring One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced spaced 16-inch o.c. shank nail x 0.072-inch diameter 12-inch o.c. 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o c i I ALC15001 A I FL12194-R7 Page 7 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for Maximum 24-inch Soffit Span with F-Channel and Fascia Cap Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced One (1) min. 1 5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1l4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 80 24F-2 12-inch Wood smooth shank rafter with one Wood aced 8legstaplespaced finishing nail with min. 76 6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch diameter inch o.c. 3/16-inch head spaced 16-inch o.c. inch ring shank x 0.072-inch 12Anch o c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga. 1/4-inch crown x 1-inch leg 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. 1.75-inch x Max. ga , min: 5/8-inch anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 80 24F-3 12-inch Masonry long Stub Nail with rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 3/8-inch diameter 1) 7d x 2.25- One (1) min. 1.75-inch inch o 3/16-inch head spaced head spaced 8-inch inch ring shank x 0.072-inch diameter c. 12-inch o.c. O.C. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1 /4-inch crown x 14nch leg Nominal 1x2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga.1/4- anchored to lock or spaced One (1) 18 ga. 1/4= One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one 16-inch o.c. securing inch crown x 1-inch 0.0724nch diameter 80 24F-4 16-inch Wood leg staples in 1) min 2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. 60 diamond pattern inch x 7d ring inch o.c.'and securing 3/16-inch head spaced spaced 16-inch o.c. shank nail One (1) min 1.75-inch each panel lap 164nch o.c. 24-inch o.c: x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.4 FL12194-R7 Page 8 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for Maximum 24-inch Soffit Span with F-Channel and Fascia Cap Wall Connection Center Connection Eave Connection System Panel MDP. No. Width psi) Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female One (1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 1-inch 0.07271nch diameter 6U24F-5 16M -inch Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced 16-inch ox. inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.0724nch diameter finishing nail with min. 3/164nch head spaced 44nch o.c: One, (1) 18 ga. 1/4-inch crown x 1-inch leg staple securing the One (1) 14 ga. 5/8- Nominal 1x2 nailer of each female inch long T nail or 9 No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. ga., min. 5/8-inch anchored to 16-inch o.c securing inch crown x 1-inch 0.072-inch diameter 80 24F-6 16-inch Masonry long Stub Nail with rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 60 3/8-inch diameter 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced head spaced 8-inch inch ring shank One (1) min. 1.75-inch each panel lap 164nch o.c. O.C. nail 24-inch o.c. x 0.0724nch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.4 FL12194-R7 9of11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. qRE'EK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for Maximum 24-inch Soffit Span with J-Channel and Fascia Cap Wall Connection Center Connection Eave Connection System Panel MDP No Width pso Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga.1/4- one (1) min. 2.25- inch crown x 1-inch Nominal 1x2 inch x 7d ring shank leg staple spaced No 2 SYP Three (3) 18 nail straight -nailed 12-inch o c. anchored to ga.1/flinch crown through the rafter securing each panel One ga. , ch One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the lap inch crown x 1-inc x 0.072-inch diameter 24J-1 12 inch min. 2.25- staples in diamond batten or two (2) Wood legstaple spaced finishing nail with min. t60 inc inchx 7d ring pattern spaced 16- min. 2.25-inch x 7d One (1) min. 1.75- 8- inch o.c. 3/ 16-inch head spaced shank nail inch o.c. ring shank nails toe- inch x 0.072-inch, 12-inch o c. 24 inch o c nailed on either side diameter finishing of the batten at nail with min. 3/16- each batten/rafter inch head spaced intersection. Max. 4-inch o.c. rafter spacing is 24- inch o.c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga.1/4- between rafters with inch crown x 1-inch one ( 1) min. 2.25- leg staple securing Nominal 1x2 inch x 7d ring shank the nailer of each No. 2 SYP Three (3) 18 nail straight -nailed female lock or One ( 1) 18 ga1-inch . /.- anchoredtoga.1/4-inch crown through the rafter spaced 16-inch o.c. inch crown x One ( 1) min. 1.75-inch Max rafter with one x 1-4nch leg into the end of the securing each panel leg staple spaced x 0.072-inch diameter 24J- 2 16- inch 1) min. 2.25- staples in diamond batten or two lap Wood 8- inch o.c. and finishing nail min. t53.3 inch x 7d ring pattern spaced 16- min. 2.25-inch x 7d securing each panel 3/ 16-inch headd s spacedshank nail inch o.c. h ringshankankWaifs toe- One (1) min. 1.75- lap 16- inch o.c. 24- inch ox, nailed on either side inch x 0.072-inch of the batten'at diameter finishing each batten/rafter nail with min 3/16- intersection: Max. inch head spaced, rafter spacing is 4-inch ox 24- inch 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 I Wall Connection Center Connection Eave Connection System Panel MDP No. Width_ psf) Substrate J-Channel Panel Attachment Substrate J-Channel Attachment Attachment Three (3).18 ga.1/4-inch crown x One (1) 18 ga.1/4-inch crown x 14nch leg staples in diamond 1-inch leg staple securing the nailer Three (3) 18 ga.1/4-inch crown' pattem,spaced 244nch o.c. of each female lock or spaced 16- x 1-inch leg staples in diamond 24JJ 1 Max. Wood securing J-Channel to joists; inch o.c. securing each panel lap Wood pattern spaced 8-inch o.c. t-43.5 16-inch One (1) 18 ga.114-inch crown x securing1-inch leg staples located in the One (1) min. 1.75-inch x 0.072-inch J-Channel to fascia horizontal leg of the J-Channel diameter finishing nail with min. spaced 12-inch o.c. 3/16-Inch head spaced 4-inch o.c. Three (3)18 ga.114-inch crown x One (1) 18 ga.1/4-inch crown x Three (3) 18 ga.1/4-inch crown 1-inch leg staples in diamond 1-inch leg staple securing the nailer x 1-inch leg staples in diamond pattern spaced 24-inch o.c. of each female lock or spaced 16- pattern spaced 12-inch o.c. Max. securing J-Channel to joists; inch o.c securing each panel lap securing J-Channel to fascia; 53.3 24JJ-2 16-inch Wood One (1) 18 ga.1/4-inch crown x Wood' One ( h - inch crown x 44 4 1-inch leg staples located in the One (1) min. 1.75-inch x 0.072-inch g staplea. 1-inch leg staple securing the horizontal leg of the J-Channel diameter finishing nail with min. nailer of each female lock or spaced 12-inch o c 3/16-inch head spaced spaced 16-inch o.c. securing 4-inch o.c. each panel lap ALC15001.4 FL12194-R7 11 of 11 This evaluation report is provided for Slate of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B INSTALLATION r Note - Refer to the APPROVED SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. I Installation Detail 10.511-1 & 14.5JJ-1 Diamond' Patten 18ga , 114- x t' staples 24' o c. max Diamond' Patten 18ga., 114" x 1' staples 12" o c. max Detail 8 18ga., 114" x 1' 189a„ 1 /4" x V staples d" o c. Patten max staples 24' o.c. max Diamond' Panen t 1 18ga , 1W x 1" staples I T 0 t.'max 1 J•Channel ` — Detail A ALC15001.4 FL12194-R7 Page 1 of 19 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. Installation Detail t 12F-1 & 12F-2 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. ASCIA SLIP BOARD FASCIA TRIM SOFFIT MAX. 12-INCH SPAN F" CHANNEL rt 61ock Kai l III STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" 'O.C. FASCIA LIP 1/4" L PAINTED S S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix B ALC15001 4 1 FL12194-R7 Page 2 of 19 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREED 4' TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER ; " s `, SOFFIT STAPLE 3/4" x 1/4" 1 ' DIAMOND PATTERN CROWN STAPLES , ,DETAIL I USING A DIAMOND \—.— 3r INErvm+A PATTERN sr n.es i FACIA BOARD 1 12F-3 F" CHANNEL CAN BE PAINTRIM NAZI INSTALLED WITH THE PAINTTEDED S.S. 48" O. C. NAILING FLANGE UP OR DOWN WOOD SUBSTRATE FASCIA CAP 3/ 4- x 1/4` CROWN STAPLE " 8" ON CENTER SOFFIT - max. 12-inch span 1- 3/4` TRIM NAIL PAINTED S.S. FACIA BOARD FASCIA CAP 3/ 4" X 1/4- CROWN STAPLE SOFFIT -- j SOFFIT & FASCIA DETAIL l• 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 7 ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail MIN. 14GA T-NAIL OR MIN. 9GA. STUB NAIL WITH 3/8" HEAD DIA., MIN. 5/3" EMBEDMENT SPACED 6" O.C. FOR MASONRY SUBSTRATES, FASCIA SLIP BOARD FASCIA TRIM 12F-4 F'_CHANNEL SOFFI T MAX. 12-INCH SPAN 1jTRIMNAILFACIA BOARD PFASCIA CAP CROWN STAPLE S SOFFIT & FASCIA D ETAI L 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. 7' CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER 318' 3t8' , 3/4' X 1/4" CROWN STAPLE olsr ' _1 SOFFIT STAPLE FACIA BOARD / DIAMOND PATTERN D ETAI L 3/4- X 1/4- CROWN STAPLE -24- 0N CENTER USING A DwMONO PATTERN HIM 12J-1 L—CHANNEL 1-3/4- TRIM NAIL screwed to sottit with onecl) 48 PAINTED S.S. 48" r. 1/2" Y. 3/B" head D.C. diameter screw, 16" o.r_. SnFFIT—ma:<. 12-inch scan WOOD OR BLOCK SUBSTRATE FASCIA CAP 3/4" X 1/4- CROWN FACIA BOARD STAPLE '8' ON CENTER 1-3/4 TRIM NAIL PAINTED S.S. FASCIA CAP 3/4- X 1/4- CROWN STAPLE SOFFIT SOFFIT & FASCIA DETAIL ALC15001.4 FL12194-R7 Page 5 of 19 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK'Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK ' TECHNICAL SERVICES, LLC I ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 18ga., 1 f4" x 1 " staples 24" o C. max OPEN RAFTER "Diamond' Patten 12JJ-1 & 16JJ-2 18ga , 1f4" x 1" staples 12" o C. max A t8ga,114"x1" 3f8" ` staples 24" ox. max Diamond" Patten annel Deta 9 18ga, 114"xI" staples 12' o c max Diamond' Patten 9 18ga,114"x1" staples In horzonlal leg of female lap J•Channel Detail A r ALC15001.4 FL12194-R7 Page 6 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3, The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation. report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. I , CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 31<' LC: IG X 0 072' CIA, TRIM NAIL WITH 3!16' HEAD D'A, FASCIA BOARD SPACED 16' i C FASCIA CAP E SOFFIT I • X Ui' CPCWN STAPLE OPEN RAFTER A'C C, 6174 ICGA T. TAIL FASCIA BOARD 9G4STue HAIL VIITH _IS' HEAD cLDEW SOFFIT & FASCIA16F-1 EwDECt ENrIT 16F-6 SPACED S'CC DETAIL FASCIA CAP; REFER TO SOFFIT i FASCIA DETAIL F' CHANNEL SOFFIT; MAX. 16- SPAN ASONRY--)l SUBSTRATE ALC15001.4 FL12194-R7 Page 7 of 19 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. I CREEK TECHNICAL'SERVICES, LLC 1 16F-3 & 16F-4 No. Installation Detail SOFFIT F" CHANNEL MIN. 3/8" HEAD DIA NAIL, MIN. 1.25" EMBENDMENT SPACED 24" O.C. FOR WOOD SUBSTRATES. 'MIN. 14GA T-NAIL OR MIN, 9GA. STUB NAIL WITH 3/8" HEAD DIA.. MIN. 5/8" EMBEDMENT SPACED 8" O.C. FOR MASONRY SUBSTRATES. FASCIA SLIP BOARD FASCIA TRIM STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3,/8" STAPLE 16" O.C. FASCIA LIP 1 /4"-J PAIN1`ED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT &, FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix B ALC15001.4 FL12194-R7 Page 8 of 19 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product -changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES* LLC System No. I Installation Detail 16F-5 3/4" X 1/4' CROWN STAPLES USING A DIAMOND PATTERN I F' CHANNEL CAN BE 1-3/4" TRIM NAILJ PAINTED S.S. 48' INSTALLED WITH THE O.C. NAILING FLANGE UP OR DOWN WOOD SUBSTRATE ALUMINUM COILS, INC soffits Appendix'B 31V KT`&TN SOFFIT STAPLE OPEN RAFTER 37A/LrS 1 DIAMOND PATTERN I Lf DETAIL STAPLES vw N LES / FACIA BOARD ASCIA CAP 3/4" X 1/4- CROWN 1-3/4' TRIM NAILSTAPLE "8' ON CENTER PAINTED S.S. SOFFIT -max. 16-inch Span FACIA BOARD FASCIA CAP 3/4' X 1/4' CROWN STAPLE SOFFIT SOFFIT & FASCIA DETAIL ALC15001 4 FL12194-R7 Page 9 of 19 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3 The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK I TECHNICAL SERVICES, LLC System No, I Installation Detail I' X 11- CROs4 STAPLE "STALLED 16F-2 & PAS .t1 DIAMOND 16F-7 f" CNANNFL— MASONRY — SUBSTRATE, 1 314. LC41G X 0 CT-' DIA TRIM. RAIL WITH 3116' MEAD Din SOFFIT CPEN RAFTER FASCIA 8000 FASCIA CAP, REFER TO SOFFIT I FASCIA OETAIL SOFFIT: MA). 16' SPAN ALUMINUM COILS, INC Soffits Appendix B FASCIA BOAPO FASCIA CAP 1' % 14 --Zz;rAN STAPLE 4'o . SOFFIT & FASCIA. DETAIL 3 \ 114" X I' GIONI$t Diamond" Patlen ALC15001 4 FL12194-R7 Page 10 of 19 This evaluation report is provided for State of Flonda 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 System No. I Installation Detail 116J-1 3/4" X 1/4" CROWN STAPLE "24" ON CENTER USING A DIAMOND PATTERN WOOD OR BLOCK SUBSTRATE OPEN RAFTER f 1-3/4" TRIM NA1LJ PAINTED S.S. 48" O.C. SOFFIT —max. 16-inch span Yv 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. FACIA BOARD FASCIA CAP 3/4" X 1/4" CROWN STAPLE SOFFIT — SOFFIT & FASCIA D ETAI L ALC15001.4 FL12194-R7 Page 11 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed, herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail r 18ga , 1 r4" x 1' I` ! "Diamond'PatlenaxOPENRAFTER 189a., IW x 1' staples 1 T o.c. max A 16JJ-1 — w 18ga., 1A"x1". gfg• y staples 24" o.c. max I I f Diamond' Patten 0 anneI Detai B staples 8" o.c. max Diamond" Paden r e J-Channel Y Detal A ALC15001.4 FL12194-R7 Page 12 of 19 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail t 8ga., 1/4" x I" staples o.c max OPEN wFrER 1` J `. ` Glamond"d" Patten 122.5JJ-1 1:1 18 ga , 114" x 1" staples 16' o c, max and 1 3A" Long x .072" Dia. Trim Nails with 3116" Head 4 0 c max 30 A Diamond" Patten 18ga.. 114" x 1' staples 12" o c. max 18ga., 1!4" x 1' staples 24` o C max J-Channel dnnel Detect 8 18ga,114"xI' staples 24" o.c, max Diamond Patten r 18ga., 114" x 1" staples 12" o c. max Dete4 A 1 ALC15001.4 FL12194-R7 Page 13 of 19 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attnbutes that are not specifically addressed herein. 1 CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I I- TRIM NAIL FASCIA BOARD PAINTED S,S. r- I-x{' CROWN I FASCIA CAP STAPLES SOFFIT USING A 01A110ND PATTERN; REFER TO I'x' CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAIL I i 1 TRIM NAIL PAINTED SS, FASCIA BOARD SOFFIT & FASCIA DETAIL 24F-1 & 24F-4 1'x' CROWN STjr--- FASCIA CAP: REFER / T TO SOFFIT 3 FASCIA \ DETAIL / 8- Btten YxY SY tBattenAnchoredto SOFFIT, MAX 24' F-CHANNEL Ratters with one Id Ring Shank Nail at 1 W000 SUBSTRATE every Rafter I SOFFIT STAPLE DIAMOND PATTERN n ALC15001 4 FL12194-R7 Page 14 of 19 This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LL.0 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. LAS C R E E K TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix IS System No. Installation Detail I f- TRIM NAIL FASCIA BOARD I PAINTED SS. 1-j' SMOOTH SHANK FASCIA CAP ROOF NAILS SOFFIT 1`.}' CROWN STAPLE I I" TRD1 NAIL PAINTED S S. FASCIA BOARD SOFFIT FASCIA 24F-2 & DETAIL 24F-5 CROWN STAPLE FASCIA CAP. REFER TO SOFFIT L FASCIA DETAIL Nominal rxt" SYP F-CHANNEL Batten Anchored to SOFFIT. MAX 14' Rafters vith one ld Ring Shank Mad at every Rafter WODO 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. ATECHNICALCREEKSERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 I" TRIM NAIL FASCIA BOARD PAINTED S.S. I 1sW i' T-NAILS 1 I t FASCIA CAP SOFFIT 1's•1- CROWN STAPLE I I 1 TRIM NAIL _ FASCIA BOARD PAWTEO S.S. SOFFIT & FASCIA I DETAIL 24F-3 & 24F-6 I I"" CROWN STAPLE FASCIA CAP; REFER To SOFFIT i FASCIA DETAILNominalI"a, SYP Ba"en Anchored to SOFFIT. MAX. 21." F-CHANNEL Ratters vilh one 7d Ring Shank Nail at every Rafler 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 {' TRIM NAIL FASCIA 8000 PAINTED S.S. 1-x;- CROWN FASCIA CAP STAPLES SOFFITUSINGADIAMOND PATTERN, REFER TO Px CROWN STAPLE SOFFIT STAPLE CANTILEvEREO OIAMONG PATTERN RAFTER - DETAIL L FASCIA BOARD 1 TRIM NAIL SOFFITS FASCIA PAIR TEO S.S DETAIL 24J-2 24J-1 1 xJ' CROWN STAPLE FASCIA CAP, REFER / \ 10 SOFFIT 1 FASCIA CE7AIL / \ Namrnal 1' m 2" SYP1) battens tl cabbed beh—ri rafters and SOFFIT, MAX 24' I I 3/8'1 1-CHANNEL ecuretl vnth onea (t) 7tl nng } hank ned straight-na.leci through the miter Into the end WOOO SUBSTRATE of the bottom or t.-o (2) 7d \ 1 ring shank nails loe•naeed on / a.lher side of Ine baltem at the batten)ralter intersection / SOFFIT STAPLE DIAMOND PATTERN ALC15001.4 FL12194-R7 Page 17 of 19 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. t GREED{ TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 18ga , staples 24" o c, rnax OPEN 0^F R 'Diamond" Patten 18ga., 114" x 1" oisr staples 1 ?" o c. max i 124JJ-1 E 18 ga. 114" x 1 ' stapl=s 10" o.c, max and 1 3/4" Long x .072" Dla. 1 nm NHAs wr11r 3i113" Head C.C. max 318" 0 Diamond" Patten annal Details 18ga., 114" x 1" staples 24" o.c max 18ga„ 114" x 1" s'aples 8" o c. max 1 S f J-Channel DeW A ALC15001.4 FL12194-R7 Page 18 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 4 CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 19ga,114"xV staples 24' o.c max OPEN RAFTER "/ ' ' , Diamond" Patten 124JJ-2 18 ga., 114" x 1" staples W o.c. max and 1 314* Long x .072" Dia. Trim Mails with 3116" Head D.C. max 319" A 19ga , I14" x I" staples 12" o.c. max Detail e 18ga., 114" x 1" 19ga„ 1/4" x 1" staples 24" o.c. max staples 12" o.c. max Diamond' Patten f Diamond" Patten J 18ga,114"xt" — staples in horzontal leg of female lap J•Channel Delay A ALC15001.4 FL12194-R7 Page 19 of 19 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. a 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-ft2 or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Kd = 0.85 7. V.11 is shown in the,tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3-ft. ALC15001.4 FL12194-R7 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C C Design Wind Pressures for Soffits in Exposure B I ;_ Building Type Zone Mean Hei htRoof ft Basic Wind Speed mph) - 120 130• 140 150 ' 160 170 , 180 J90 200 20 16.9 19.8 22.9 26.3 30 0 33.8 37.9 42.2 46.8 25 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46 8 30 16.9 19.8 22.9 26.3 30.0 33.8 37 9 42.2 46 8 4 40 18.3 21.5 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 48.9 541 Enclosed 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Negative Load's) 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 5 40 22.6 26.5 30.7 35.3 40.1 45.3 50 8 56.6 62.7 50 24.1 28.2 32.8 37.6 42.8 48.3 54.1 60.3 66.8 60 25.3 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 108 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 4 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 222 25.1 28.1 31.3 34.7 Enclosed 60 13.1 15.4 178 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 147 16.9 19.2 21.7 24.3 27.1 30.0 5 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 1 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 1 26.3 29.5 32.9 1 36.4 ALC15001.4 FL12194-R7 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) .x 120' 130 ''- 140 150 y 160: 170 180 "• E 190_ 200 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40 2 45.4 50 9 56.7 62.8 30 23.6 27 7 32.1 36.9 41.9 47.3 53.1 59.1 65 5 4 40 25.0 29.4 34.1 39.1 44.5 50.2 56.3 62.7 69 5 Enclosed 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 5Negative Loads) 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 5 30 29.1 34.2 39.6 45.5 51.8 58.4 65.5 73 0 80.9 40 30.9 36.3 42.1 48.3 54.9 62.0 1 -69.5 77.5 85.8 50 32.4 38.0 44.1 50.6 57.6 _ 65.0 72.9 812 89.9 60 33.6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 93.2 20 13.9 16.3 18.9 21.7 24.7 279 31.2 34.8 38.5 25 14.5' 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 4 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 Enclosed 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 5 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 1 19.7 22.9 26.3 29.9 33.7 37.8 42.1 1 46.7 60 17.4 1 20.5 23.7 27.2 31.0 35.0 39.2 43.7 1 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 r Design Wind Pressures for Soffits in Exposure D , Building Type Zone Mean RooHeightf ft Basic Wind Speed mph 120 130 140 150 160' 170 180 190 ? 200 - 20 26.0 30.5 35.4 40.6 46.2 52.2 58.5 65 2 72.2 25 27.0 31.6 36.7 42.1 47.9 54.1 60.6 67.6 74.9 30 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.5 4 40 29.4 34.5 40.0 45.9 52.2 58.9 661 73.6 81.6 50 30 6 35.9 41.6 47.8 54 3 61.3 68.8 76.6 84.9 Enclosed 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Negative Loads) 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4 30 34.5 40.4 46 9 53.8 61 3 69.2 77.5 86.4 95.7 5 40 36.2 42.5 49 3 56.6 64 4 72.7 81.5 90 9 100.7 50 37.7 44.3 51.4 58.9 67.1 75.7 84.9 94.6 104.8 60 38.9 45.7 53.0 60.8 69 2 78.1 87.6 97.6 108.1 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 4 40 18.8 22.1 25.6 29.4. 33A 37.8 42.3 47.2 52.2 Enclosed 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 237 27.5 31.6 359 40.5 45.4 50.6 56.1' Positive Loads) 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 5 25 17.3 20.3 23.5 - 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 210 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 1 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 348 39.3 44.1 49.1 54.4 60 1 20.2 1 23.7 27.5 1 31.6 35.9 40.5 45.4 50.6 1 56.1 ALC15001 4 FL12194-R7 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC 318" F-Channel r 9 3/8" J-Channel 3/8" 3/4" ISOMETRIC VIEW 3/8- PROFILE ALUMINUM COILS, INC Soffits Appendix D 1/8" HEM r= 1 7 'J 3/4" ISOMETRIC VIEW 3/8' PROFILE r 3/8' ALC15001.4 FL12194-R7 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Fascia CREEK TECHNICAL SERVICES, LLC 5 3/4" 11 7/8" r 1/8" HEM 6"FASCIA 3" BLANK 1/4" I ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001 4 FL12194-R7 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein CREEK TECHNICAL SERVICES, LLC 16" Q4 Soffit 18" BLANK 3 / 8 PROFILE i r r r 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 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit ALUMINUM COILS, INC Soffits Appendix D 31/8" 7/8" 31/8" 7/8" 31/8" 5/16" 1/2" 1/2" 1/2" 1/2" 1/2" 3/4" 1/8" 3/8" 13.75" BLANK 3/8" PROFILE 2 .75 R!F 0 •L'T, V C O'_VT,P END OF REPORT ALC15001.4 FL12194-R7 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Florida Building Code Online https://www.floridabu ilding.org/pr/pr_app_dti.aspx?param=wG EV X... Ift +, r r fed SCtS Home Log In User Registration j Hot Topks Submit Surcharge , Stats d Facts Publratbns 1 FBC Staff BCIS Site Map J Links Search b3 l Product Approval I USER: PubOc User tr v`strF`u Prod.StcI Approval Menu > PrpdMI or Aonataton.; drrh > AQp1KAt9P_L6I; > Appilmtion Detail r FL # FL7006-R10 APPlicabon 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 i Product Manufacturer IKO Industries, Ltd Address/Phone/Email 40 Hansen Road South Brampton, NON -US L6W 3114 708) 496-2800 Ext 200 rmetzOO1@tampabay.rr.com Authorized Signature Robert Metz rmetzOOI@tampabay.rr.com Technical Representative Bob Metz Address/Phone/Email REMCO of Pinellas 456 Avila Circle NE Saint Petersburg, FL 33703 727) 776-5261 rmetzDOI@tampabay.rr.com Quality Assurance Representative Don Shaw Address/Phone/Email. IKO Industries LTD 120 Hay Rd. Wilmington, DE 19808 717)579-6706 don.shaw@Iko.com Category Roofing Subcategory Asphalt Shingles Compliance Method Certification Mark or Listing Certification Agency FM Approvals - CER Validated By Locke Bowden P.E. Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard ASTM D3161 modified to 110 mph ASTM D3462 ASTM D7158 Class H ASTM E108 E i Year 2016 2010 2011 2011 t 1 of 3 4/13/2018, 7:41 AM i Florida Building Code Online https://Nvww.floridabu ilding.org/pr/pr_app_dtl. aspx?param=wGEVX... Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summaryof Products FL # Model, Number or Name 7006. 1 Cambridge, Cambridge HD, Biltmore and Biltmore HD Limits of Use - -•„ --- - - -,-------- - Approved for use in HVHZ: Yes i Approved for use outside HVHZ: Yes j Impact Resistant: N/A Design Pressure: N/A Other: I I I i I Method 1 Option A 10/ 08/2017 10/ 30/2017 11/ 01/2017 Description --------- ---------- -- - Laminated architectural fiberglass_ asphalt shingle 1 manufactured at IKO's Kankakee, IL; Hawkesbury, Ont.; Wilmington, DE; Sylacauga,AL and Toronto, Ont. plants Certification Agency Certificate j EL7006-RIO- C CAC Letter 1 3161 letter - i ( 9-2G m-2017) froFM.pdf 1 FL7006_ 1110 C CAC Letter - ASTM D3462 letter 9_?6- 2017J-pdf FL7006 RI0-_ C C9C Letter_ ASTM E1081etter - 9-26. 2017, pdf Quality Assurance, Contract Expiration Date 1 12/ 31/2020 Installation Instructions PL7006 1110 II IKQ187 D2-01_Letter_-Installation Instructions for FBC 1`1-70062pdf Verified By: Duc T Nguyen 65034 j Created by Independent Third Party: No i Evaluation Reports Created by Independent Third Party: i 7006. 2 ; Hip and Ridge 12 Cap I This Is a 12" x 12" fiberglass asphalt shingle used to cover the hipand/or ridge of an asphalt shingle roof system manufactured at IKO's Kankakee, IL, Toronto, Ont. and Brampton, Ontario plants. ; Limits of Use i Certification Agency Certificate j Approved for use in HVHZ: Yes 1`1.7006-R10 C CAQ_ASTM D 3462-Shingle letter Approved for use outside HVHZ: Yes I SurveLllance Audit location—(6_28-2017),pdf I I Impact Resistant: N/A j FL7006_R10_C CAC Letter - A$TM 1)3161 letter - ' Design Pressure: N/A j (9_26 ZQ17) from FM.pdf Other: j FL7 Q6 R10 C C LetteE -ASTM.D3462 letter - i FL7006 R10-C CAC letter - ASTM ELO letter = 9-26- 2017).pdf i Quality Assurance Contract Expiration Date 12/31/ 2020 i installation Instructions FL7Q_O6_ R10 If Hip and Ridge Cap Shingle Installation ' Instructions.pdf I FL70Q6- R10 Il IKO-181-D2_Ol Letter - Instil lion j i Instructions for FBC FL7006.pdf j Verified By: Duc T Nguyen PE 65034 j Created by Independent Third Party: No j Evaluation Reports Created by Independent Third Party: 7006.3 Leading Edge Plus Asphalt Shingle I One piece fiberglass asphalt shingle used as a starter strip at ; Starter Strip 1 the bottom of a roof system manufactured in Brampton and I I ! Hawkesbury, Ontario plants Limits of Use ; Certification Agency Certificate Approved for use in HVHZ: Yes ( FL7006 R10 C CAC Le terASTM D3161 letter - Approved for use outside HVHZ: Yes j 19-26-2017 -from-FM .-pdf Impact Resistant: N/A FL7006 R10 CCAC Letter - A$TM D3462_letter - Design Pressure: N/A 1 (9-26-Q-17_I,pdf L 2 of 3 4/13/2018, 7:41 AM Florida Building Code Online https://www.floridabuilding.org/pr/pr—app_dtl.aspx?param=wGEVX... ` Other: FL7Q06 RIQ__C CAC_LetLer - A T C10letter - 9-- 26_2017). df I Quality Assurance Contract Expiration Date 12/ 31/2020 I Installation Instructions FL7006 R14 <I IKO_ 67_02-01 Letter - InstallntiQn Jn5tructionsfQr FBC FL7006.pdf i FL7Q06_ R10 I ofi_ng Product LCs7tjing-Qgt%Plus Appligatio_ n,-EN(j j,pdf Verified By: Duc T Nguyen PE 65034 Created by Independent Third Party: No i Evaluation Reports I Created by Independent Third Party: 7006. 4 ( Marathon Plus AR, Superglass Plus 3 tab fiberglass asphalt shingle manufactured at IKO's I AR 1Brampton, Ontario, Hawkesbury Ont., Toronto, Ont.; Sylacauga, AL and Kanakakee, IL plants Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes 7006 R10_C CAC_Leger _ASTM D31¢1 lletter Approved for use outside HVHZ: Yes, O:U_z417) from FM.pdf Impact Resistant: N/A FL70Q6 R10 C CAS Letter--A5TM-D3462 letter - Design Pressure: N/A 2.26-2017).pdf Other. FL7006_R1Q_C--CAC—LQtter - ASLESOB letter 9_ 26. 2017),pdf iQuality Assurance Contract Expiration Date 12/ 20/2020 Installation Instructions FL70015R10_ II_IKO.1 R7-02=01i1@tter_ _IPStatlatipn i Instructions for FHC FLMk,2df j Verified By: Duc T Nguyen 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: I taadr next Contact Us : 2601 Blair Stone Road. Tal1hg;fp5 fL 12399 Phone 850-487-1824 The Stale of Florida is an AA/EEO employer Qggy_Aht 2007-2013 State of Florida.:: Privacy Statement :: Accessibikv Statement :: Ltdytd Jki(4mSn1 Under Florida taw, email addresses are public records. If you do not want your e-mal address released in response to a pubic -records request, do not send electronic mall to this entity. Instead, contact the ofte try phone or try traditional mad If you have arty questions, please contact 850 487.1395 -Pursuant to Section 455.275( 1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455. F.S. must provide the Department with an emai address if they have one. The emats provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public- To determoe f you are a licensee under Chapter 455, F. S., please tick here Product Approval Accepts: Credit Card Safe I 3 of 3 4/13/2018, 7:41 AM ri CONSTRUCTION MATERIALS TECHNOLOGIES October 27, 2017 IKO Industries, Ltd 120 Hay Rd. Wilmington, DE 19809 Re: FBC FL7006 Sir(s), PRI Construction Materials Technologies has completed a technical review and attached sealed shingle instructions in compliance the 2017 Florida Building Code. This review was completed based on the receipt of following evidence from IKO Industries, Ltd: 1) IKO Shingle Application Instructions — 3-Tab Shingles EN-3Tab Appins-8AGXEFS-2012-11_reformatted 2013-02-rev07/13-Florida) 2) IKO Laminated Shingles Application Instructions EN -Laminated Appins_8TTEFS-2012-04 reformatted 2013-02-rev07/13-Florida) 3) IKO Hip and Ridge 12 Application Instructions EN-HipandRidge12-3HRTri-2013-08_reformatted 2013-08) 4) IKO Leading Edge Plus Shingle Application Instructions EN-3LEP-Tri-2012-06—reformatted 2013-03) 5) ASTM D3161 Test Report (FM Approvals Project No. 3040947) The attached Instructions should be used in conjunction with the published manufacturer's application instructions and applicable code. In the event the instructions conflict, these instructions shall govern. Statement of Independence: PRI Construction Materials Technologies and/or Duc T. Nguyen, FL P.E- do not have nor plan to acquire a financial interest in any company manufacturing or distributing products for which the test reports are issued. rr i Signed: /../ Signed: t a r\ I " Brad Grzyboxskl Duc T. N u e Managing D{frrector Florida Rtere Professional Engineer P. E. Number: 65034 Date: October 27, 2017 Date: October 27, 2017 Attachments: A) IKO Shingle Application Instructions - 3-Tab B) IKO Laminated Shingles Application Instructions C) IKO Hip and Ridge 12 Application Instructions D) IKO Leading Edge Plus Application Instructions IKO- 187-02-01 PRI Construction Motedals Technologies, LLC. 6412 Badger Drive Tampa, FL 33610 Tel: 813-621-5777 Fax; 813-621-5840 e-mail: materialsteslmg@*-mt.com WebSite: httpJhwm.pdcmt.com IKO Installation Instructions for Asphalt Shingles Page 2 of 5 IKO Shingle Application Instructions — 3-Tab Shingles ASTM D3161, Class F — IKO Marathon 25 AR and CRC Superglass M25AR) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. ROOF DECK: Solidly sheathed and fastened deck conforming to 2017 FBC. UNDERLAYMENT: Applied in accordance with building code requirements. For areas where the roof slope is less than 4" per foot down to 2" per foot, use 2 layers of underlayment conforming to building code requirements, the first sheet overlapping the eave protection by 19", followed by full 36" widths overlapping each preceding course by 19" or other Approved underlayments in accordance with the qualified application instructions. For areas where the roof slope is 4" per foot or greater, cover the deck with one ply of underlayment laid parallel to the eaves, with 2" horizontal laps and 4" end laps. Apply metal drip edges on top of any underlay along rake edges and directly to the deck along eaves in accordance with building code requirements. NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" diameter heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails per shingle placed 6-1/8" above the butt edge, approx. 1" and 13" from each end and 1/2" above each cutout. Drive nails straight so that nail head is flush with, but not cutting into shingle surface. NAILING ON STEEP SLOPES: For steep slopes of 21" per foot (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 5-5/8" STEEP SLOPES i SEALING STRIP • • • — — i • I T t s 1la" G_W NAILS NAILS DO NOT NAIL INTO OR ABOVE THE SEALING STRIP PW Construction MaienalS Technobgies, I.L.C. 6412 Badger Drive Tampa, FL 33610 Tel: 813-621-5777 Fax: 813-621-5840 e-madmatedalstes6ng@pricmt com WebSite. http:/Avww pncml =n A IKO Installation Instructions for Asphalt Shingles Page 3 of 5 IKO Laminated Shingles Application Instructions ASTM D3161, Class F — Cambridge, Cambridge HD, and CRC Biltmore AR) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. ROOF DECK: Solidly sheathed and fastened deck conforming to 2017 FBC. UNDERLAYMENT: Applied in accordance with building code requirements. For areas where the roof slope is less than 4" per foot down to 2" per foot, use 2 layers of underlayment conforming to building code requirements, the first sheet overlapping the eave protection by 19", followed by full 36" widths overlapping each preceding course by 19" or other Approved underlayments in accordance with the qualified application instructions. For areas where the roof slope is 4" per foot or greater, cover the deck with one ply of underlayment laid parallel to the eaves, with 2" horizontal laps and 4" end laps. Apply metal drip edges on top of any underlay along rake edges and directly to the deck along.eaves in accordance with building code requirements. NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" diameter heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails per shingle placed in the nail line 7-3/8" below the top edge, approx. 1" and 13" in from each end. Drive nails straight so that nail head is flush with, but not cutting into shingle surface. NAILING ON STEEP SLOPES: For steep slopes of 21" per foot (60°) or more, use 6 nails per shingle placed as shown below. Ensure that no nail is within 2" of a joint/cutout of the underlying shingle. Seal down each shingle at time of application with three 1" diameter (approx. size and thickness of a quarter) spots of asphalt plastic cement placed under the shingle 2" above the bottom edge and equally spaced along the shingle. Apply plastic cement in moderation since excessive amounts may cause blistering. CAUTION: Shingles should seal to the underlying course when the factory applied asphalt sealant is sufficiently warmed by the heat of direct sunlight. EXPOSURE: Installed shingles shall have a maximum average exposure of 5-7/8". 6 3i NAILING -STEEP SLOPES APPLICATION Use six nails as shown NAIL LINE PROPER APPLICATION REOUIRES THAT THE NAILS PENETRATE BOTH THE OVERLAY AND UNDERLAY PORTIONS OF THE SHINGLE PRI Construction Materials Technologies, L-C. 6412 Badger Drive Tampa, FL 33610 TO 813-6215777 Fax 813-621-5840 e-ma 1. materialstes6ngepricmtcom WebSite: http./Avww pncmLcom IKO Installation Instructions for Asphalt Shingles Page 4 of 5 IKO Hip and Ridge 12 Application Instructions ASTM D3161, Class F — IKO Hip and Ridge 12) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. Cut hip and ridge shingles into thirds, using the perforation marks as a cutting guide. These shingles are designed for a 5 1/8" (130 mm) exposure. (For a neater appearance, the top of each side of each piece has been factory trimmed on a 1,(25 mm) taper (see drawing). Bend each piece over the hip or ridge, and nail 5 5/8" (143 mm) above the butt edge 1" (25 mm) in from each edge, exposing each piece 5 1/8" (130 mm). Apply hip pieces starting at the lower end of the hip, working up toward the ridge. On hip roofs, apply ridge pieces starting at each end, meeting in the middle. On gable roofs, apply ridge pieces starting at the end opposite to the prevailing wind direction and continue to the other end. Note: To obtain a three-dimensional effect, (which is recommended, but not required), apply hip and ridge shingles double thickness by stacking 2 pieces on top of one another, the lower piece extending about 3/4" (19 mm) further than the top piece (see diagram). The final shingle should be set in cement, and the exposed nail heads of the final shingle should be covered with cement. Prior to application in cold weather, storing the shingles in a heated area will allow for easier bending. NOTE: SHINGLES MUST BE APPLIED PROPERLY. THEYARE DESIGNED FOR USE AS HIP AND RIDGE SHINGLES ONLY, AND SHOULD NOT BE USED FOR ANY OTHER APPLICATIONS. WE ASSUME NO RESPONSIBILITY FOR LEAKS OR DEFECTS RESULTING FROM POOR APPLICATION OR FAILURE TO PROPERLY PREPARE THE SURFACE TO BE ROOFED OVER, OR FAILURE TO PROVIDE PROPER VENTILATION IN ACCORDANCE WITH MINIMUM PROPERTY STANDARDS REQUIREMENTS. REVIEW ALL APPLICABLE BUILDING CODES, MINIMUM PROPERTY STANDARDS, AND REQUIREMENTS PRIOR TO APPLYING THESE SHINGLES USING THESE APPLICATION INSTRUCTIONS. 1 ' rz m i TAPERCUT PRI Construction Materials Technologies, LC. 6412 Badger Drive Tampa, Fl. 33610 Tel 813-621-5777 Fax: 813-621-5840 e-mail, materiaislesting@prkmt com WehSde- http,/ wuAv plcmtoom IK IKO Installation Instructions for Asphalt Shingles Page 5 of 5 IKO Leading Edge Plus Application Instructions ASTM D3161, Class F — IKO Leading Edge Plus) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. 1. Apply any underlayment, eave protection, valley flashings, or drip edges to roof deck as required. 2. Each 39 3/8" x 13 1/4" (1000 mm x 336 mm) IKO Leading Edge Plus strip is perforated lengthwise for= separation into two (2) shingles. Take one I KO Leading Edge Plus strip and fold flat at perforation to separate. 3. Take one of the separated shingles 39 3/8" x 6 5/8" (1000 mm x 168 mm) and remove approximately' 20"(500 mm). Install this shingle on the lower left corner of the roof deck, granule side up, with the factory installed sealant adjacent to the eaves. The shingle should overhang the rake edge and eaves by a nominal 114" (6 mm) minimum. Fasten the shingle to the roof deck with nails located 3" to 4" (75 mm to 100 mm) from the eave edge and 1" (25 mm) in from each end. 4. Take the leftover 20" (500 mm) piece shingle. Rotate the piece and align it vertically up the rake edge with the factory installed sealant adjacent to the outer edge of the roof. The shingle should overhang the rake edge by a nominal 1/4" (6 mm) minimum. Fasten the shingle to the roof deck with fasteners located 3" to 4" (75 mm to 100 mm) from the rake edge and 1" (25 mm) in from each end. 5. Repeat Steps 3 — 4 for the right lower corner of the roof deck. NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" (9 mm) diameter heads, long enough to penetrate through plywood or 3/4" (20 mm) into boards. Use 4 nails per shingle placed,3" to 4" (75 mm to 100 mm) from the eave edge and approximately 1" and 13" (25 mm and 330 mm) in from each end. 6. Apply full-length IKO Leading Edge Plus shingles to the remaining eave edges of the roof deck. Install the shingles granule side up with the factory applied sealant adjacent to the eaves. The shingles should overhang the rake edge and eaves by a nominal 1/4" (6 mm) minimum. Fasten the shingles to the roof deck with nails located 3" to 4" (75 mm to 100 mm) from the eave edge, 4 nails per shingle. 7. Apply roof shingles as per the instructions printed on each product's package. Make certain the first course of field shingle lies flush with the edges of the fastened IKO Leading Edge Plus. In this way, the sealant on the IKO Leading Edge Plus shingles will adhere to the first -course field shingles and help keep them from lifting in high winds. PRI Construction Matedals Technologies, I1C 6412 Badger Drive Tampa, FL 33610 Tel: 813-621-5777 Fax• 813-621-5840 a -mail: metMaI&t%bng@pricmLcom WetStte. http:/Nnvw prkmLcan i i Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVX... i i tiYiirYi WWY YNYrI I BCIS Home Log In User Reg6tratbn i Hot Topics ! Submit Surcharge Stats A Facts i PuMKalbns I FBC Staff I BCIS site Map treks i Search Product Approval USER: Public Userrd!* I3QGVsUDDrgYaiptepu > P199VGLDr P.pDbSaDon Search > dDR[aliDnl.ist > AppllraUon Debi FL # FL2346-R7 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Testing Lab Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Warrior Roofing Manufacturing 3050 Warrior Road Tuscaloosa, AL 35404 205) 553-1734 Ext 115 Steven@WarriorRoofing.net Steve6 Crew Steven@WarriorRoofing.net Steven Crew 3050 Warrior Road Tuscaloosa, AL 35404 205) 553-1734 Ext 1024 Steven@WarriorRoofing.net Steven Crew 3050 Warrior Road Tuscaloosa, AL 35404 205) 553-1734 Ext 1024 Steven@WarriorRoofing.net Roofi ng' Underlayments Test Report PRI Construction Materials Technologies, LLC Keystone Certifications, Inc. 10/05/2021 Jesus Gonzalez, P.E. Validation Checklist Hardcopy Received FL2344_ R7_ COL PRI_-CMT_Cert_gf IpdependenCg,gQf Standard Year ASTM D226 2009 ASTM D4869 2016 Approved Testing Lab FL23a6 R7 fggin t FRC 2QI7 Stan rds guivalency_Rdf 1 of 2 4/13/2018, 7:44 AM Florida Building Code Online littps://www.floridabui lding.org/pr/pr_app—dtl.aspx?param=wG E VX... Product Approval Method Method 1 Option B Date Submitted 01/17/2018 Date Validated 01/17/2018 Date Pending FBC Approval 01/17/2018 Date Approved 04/10/2018 Summary of Products_ t_____ FL # ; Model, Number or Name Description 2346.1 j #15 and #30 roofing felt ASTM D 226 Tested Limits of Use I Installation Instructions Approved for use in HVHZ: Yes EL2346_R7 II Installation) ristructions.pdf I Approved for use outside HVHZ: Yes Verified By: PRI Construction Materials Technologies, LLC Impact Resistant: N/A Test Reports Design Pressure: N/A FL2346_R7 TR_15A Test_Repert,pdf Other: Primary roof covering should be Installed i FL2346 R7 TR 30A Test _Report.pdf Immediately after felt. Roofing felt is not intended to be an unprotected weathering surface. 12346.2 1 15w and 30w roofing felt ASTM D 4869 Tested _ Limits of Use I Installation Instructions 1 Approved for use In HVHZ: No I FL2346_R7_11_Instal Iationinstructions.pdf Approved for use outside HVHZ: Yes Verified By: PRI Construction Materials Technologies, LLC Impact Resistant: N/A Test Reports Design Pressure: N/A FL2346 R7 TR_15w Test Report.Ddf Other: Primary roof covering should be installed FL2346 R7 TR 30w Test Repoq.pdf Immediately after felt. Roofing felt is not intended to be an unprotected weathering surface. Faadc =- Contact_Us :. 251)UlalrStone1load Tallahassee FL 32399 phooe;O5q_487_1824 The State of Florida Is an AA/EEO employer. COI2y6Wl 2DD7-2013 5=e-o[ rida, :- PtNaCV Statement ;; Scce55tilty-5taLetnPnt :: Refund) Sr_„reownt Under Florida low, email addresses are pubic records. if you do not want your e-mail address released in response to a public -records request, do not send electronic man to this entity. Instead, contact the office by phone or by traditional mall If you have arty questions, pkase contact 850 487 1395. `Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F-5. must provide the Department wth an email address f they have one The emais provided may be used for official communication with the Ikersee. tlowever emal addresses are public record If you do rat wish to supply a personal 6ddress, please provide the Department with an email address which can be made available to the pubic. To detertnae If you are a licensee under Chapter 455, F.S. pease tick tILM. Product Approval Accepts: t(:Ircl Credit = t Safe securil-vtoEi1LIcs, 2 of 2 4/13/2018, 7:44 AM WARRIOR® ROOFING MANUFACTURING P. O. BOX 40185 • TUSCALOOSA, AL 35M • PHONE (205) 553.1734 • FAX (205) 553-1755 I 4 193 LEROY ANDERSON ROAD • MONROE, GA 3W5 • PHONE (770) 207-0695 • FAX (770) 20M775 323 DEVELOPMENT AVENUE • CHAMBERSBURG, PA 17201 • PHONE (717) 709-0323 • FAX (717) 709-0027 Roofing Felt Installation Recommendations Be aware that roofing felt should not be walked upon prior to fastening into position. Proper safety equipment is recommended for all installations. Also, the roof decking should be clear of debris and moisture prior to installation of the roofing felt. Roofing felt should be installed from the bottom of the roof in horizontal layers to increase the water shedding ability of the felt. The initial layer of felt should be installed to cover the bottom edge of the decking, from edge to edge. Overhang is not required. Anchor the top corner of the felt after it has been properly positioned and roll the felt out across the roof. Pay careful attention to roll the felt out smoothly, avoiding wrinkles as you move across the roof. The top edge of the felt should be fastened no less than every eight inches. The middle and bottom edge should also be fastened no less than every eight inches. Fasteners should be applied no less than every eight inches along the eaves. The next course of felt should also be aligned with the roof edge and should overlap the previous course two inches (sometimes referred to as head lap). In the event you get to the end of a roll prior to getting to the opposite edge of the roof, begin a new roll with a four inch overlap over the end of the prior roll (sometimes referred to as end lap). The same fastening 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..usure rQpeCwater shedding. F In the event some wrinkles are created while fastening down a course of felt, slice the i 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. J CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: :13S Documented Construction Value: $ 6648.00 Job Address: 2642 Flicker Cove Historic District: Yes No Parcel ID: 17-20-31-502-0000-1250 WYNDHAM PRESERVE Lot 125 Residential ® Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: Install new 5-ton HVAC system with duct work Plan Review Contact Person: Paula Bagley Title: Permit Clerk Phone: 407-975-2762 Fax: 407-629-9307 Email: permitting@onestopcooling.com Property Owner Information Name Park Square Homes Phone: 407-529-3000 Street: 5200 Vineland Rd #200 Resident of property? City, State Zip: Orlando, FL 32811 Contractor Information Name One Stop Cooling & Heating, LLC Phone: 407-975-2762 Street: 7225 Sandscove Court Fax: 407-629-9307 City, State Zip: Winter Park, FL 32792 State License No,: CAC 032444 ArchitectlEngineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code In effect as of that date:.51h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 413q D9' 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 fore oing information is accurate and that all work will be done in compliance with all applicable laws regulati g nstructipn and zoning. I1 - 10/24//2018 Signature of Owmcr/Agent Date Signature of Contractor/Agent Date Kevin Stine Print 0%%iicr/Agent's Name Print Contractor/Agent's Name kc_ Signature of Notary -State of Florida Date Signature o to Owner/Agent is Personally Known to Me or Produced ID Type of ID KELLY WEBSTER Notary Public - State of Florida Commisllon # FF 978034 My Comm. Explres Apr 4. 2020 Contractor/A et I s Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Construction Type: Occupancy'Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: COMMENTS: FIRE: Gas[] Roof Flood, Zone; of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: knised: June 30, 2015 Pcnnit 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 Application Number . . . . . 18-00002735 Date 10/24/18 Application pin number . . . 380940 Property Address . . . . . . 2642 FLICKER CV Parcel Number . . 17.20.31.502-0000-1250 Application type description NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD I Application valuation . . . . 367232 Application desc noc on file Owner Contractor PARK SQUARE HOMES 5200 VINELAND RD SUITE 200 ORLANDO FL 32811 407) 529-3000 Structure Information 000 000 ---------------------- Construction Type . . . . . VB Occupancy Type . . . . . . RESIDENTIAL USE GROUP Flood Zone NONE Other struct info . . . . . ELEC - # AMPS 200.00 PLUMBING FIXTURES 25.00 NUMBER OF STORIES 2.00 SQUARE FOOTAGE 3355.00 Permit MECHANICAL - NEW RESIDENTIAL Additional desc . . Phone Access Code 1084144 Permit pin number 1084144 Sub Contractor ONE STOP COOLING & HEATING INC Permit Fee . . . . 110.00 Issue Date . . . . 10/24/18 Valuation . . 6648 Expiration Date 4/22/19 Qty Unit Charge Per Extension BASE FEE 110.00 Special Notes and Comments All projects within the City shall use WastePro for debris removal. Please contact WastePro at 407.774.0800. Normal hours for inspections are from 7:30 through 4:30 Monday through Thursday. Please be aware you must contact the Building Official to schedule a Friday or after hours inspection. This is"required since not every inspector is licensed to do every type inspection. Communication is the key, so please contact the Building Official if you have any questions at 407.688.5058 or at dave.aldrich@sanfordfl.gov Water impact fee $1343.00 Sewer impact fee $3025.00 Other Fees . . . . . . . . . 01-APPLCTN FEE -ELECTRIC 25.00 O1-APPLCTN FEE -BUILDING 25.00 O1-APPLCTN FEE -MECHANIC 25.00 O1-APPLCTN FEE -PLUMBING 25.00 O1-BLDG PLAN REVIEW 1326.00 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. 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 . . . . . 18-00002735 Date 10/24/18 Property Address . . . . . . 2642 FLICKER CV Parcel Number . . 17.20.31.502-0000-1250 Application description . . . NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Permit . . . . . . MECHANICAL - NEW RESIDENTIAL Additional desc . Phone Access Code 1084144 Permit pin number 1084144 Required Inspections Phone Insp Seq Insp# Code Description Initials Date 10 409 MHO1 MECHANICAL ROUGH IN 1000 410 MH02 MECHANICAL FINAL / / CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION ID ApplicationNo: --v Documented COnStrLICti011 V alLle: S C lob .-d(lrecs: LDi 1 r,_ II. JL11f_ ffi. Historic District: 1'c•s \0 1 Parcel ID: CjT 1 " 1 illnAkal' :Re2cY1t P\esi(let:ti it Cotittiiercial i C\ pe,Ot NVo1.k: \e\\ p :addition 0_ AlterationD Repair.- Denio (flange of Lice \lO\'e Descrip tiOii of Work: t I Plan Re\ iei\"-Cottiact Person: Title: Phase: Fax: Entail: 0,,. nrr, Information Naln_ ` I'ilone: lircei; _ Re• ident 0'1 propert\ '• zip: a ConIrGC'.or Into rli ati'c'il j` \ i i` " Fi?O:C': jrt= r i\ Fay: ,_i`,- j ll_. \ t:!i? Ltp: Lice;-."e r. r Ili3Clr°ilCti t E! Ftl2i!: Lliv. t c.' t\"_\ i _NI _" TO O',\ NEP: YOt -ii 1 AiI' L'i<E TO IIECO::i) :\ NOTiCF OF C_ONI!FNCF\!ENT >I NY i;FSL'LT IN 1' ING TNVICE.FO:: 1);P'I:OVE;IEVI'S TO YOi:i: i'i:C)i'F:-,TN. A. NOTICE 0•,. CC>•,1.,-- ECORDE!) _\. M) {.'G:"['Ei) 0\: "fi!E,.[.):;,51'1i: CEI'Oi:E.TI!E FIRST IN_IF YOL- 1\lE:x[) TO O:;-I:;IN 11N.\ NCING. C'O'SCLI' '61Til It")L"i.'LEN[)Ei{ Ctz AN I,EF(.);,E PFCO'.[)I\C 1O, O1(CE (Ir i•.-. .. ...:_ ..--•-- -. Gam.--• ,---- .:.?-i.:= „_.:. I C:.`_:'S:.., .1 i..t: S i)[..'a is 1r;. 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FS 711. rLqulr;P.Lilr; 0: Ci:%, L-'Sanco-,d rc.quircs pa-,in_Iii ofa p!art rz!% fz_ a: L!-, P2r1-.-L;; A C0'1V CNI cUt-(I c'1)`-.2_" r- ' I- iz requirc_' c a P!2:1 r,-% z.x %-ill be :4 1!-.2 o thz a: Ill-- 1:rn: 0 su;.l 1721 1.:) c .1cul- T hf xaluvill I-.- b:izd o:: [he c-_=rA ICC V:!!u2;i-l i-:-. cff::: _Z' [:,.,z t::-,-Iz tn.L P"—.-:;! ji local Ord::" 3:-.cz Shot i.-i c a !Z:!l a chaF._' t-; E. ::.172C. C'H' f \z f C 07.1. 2-- k: C V.- fzC !-t_ a:-- valut. 2 2- n-'li2j ILI vo= Pz'n-ni.- 12';s "Vn27. M;! QNV\EWS AFFIDAVIT: I CO—Lify that alfokhe fo't-cgoinu infcwn'talioa is accul-ate -uld that '111 N. I - , 0 1 is Nvi 11 I)e doue iii couipliaiice i\ich applicable LiNis re Ida w ti contl-uctiol)_nnljg• D 4 f1D STEPHXNIE RALLO Commission # FF 175017' zz Expires November 9,'2018 so OOW&d Tiru Trdy Fsn In &W-.M-701 9 t:-:o.n ic, Ni. o:- D. T-,--f r BELOWASFOR OFIFICE USE ONLY r k . ! - L' s E-: 1i'l; Occur), I.-ICN. LO-nd: I . , . D -t . t -- FJ 1 C' Fic- od Zonc7: S ' F t, til\ot•', bil CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT'APPLICATION Application No: IP Documented Construction Value: $ Job Address: oy Aau (6y t- Historic District: Yes No Parcel ID: Residential' Commercial Type.of Work: New Addition Alteration Repair Demo Change of Use Move -El Description of Work:' p f uy i+ i5 TC tykuj S C Plan Review Contact Person:-,- . itle: Phone: Fax: Email: Property Owner Information, Name Phone: Street. Resident of property? : City, State Zip: Contractor Information Name iY }Co-i, Phone -.- Fax: City, State Zip: r dy G T 1 I f , 3 ` _ State License No.: Architect/ Engineer, Information Name: Phone: - Street: Fax: City, St, Zip: E-mail: Bonding Company: Address:, Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT- MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO, YOUR PROPERTY. A NOTICE OF COMMENCEMENT" MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH: YOUR LENDER "OR AN ATTORNEY BEFORE: RECORDING'YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, 'signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 10-5.3 Shall be inscribed with the date of application and the code in effect as of that date: 5"' Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application r_ NidrlCE: In addition to the requirements of this pennit, there maybe 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, VS 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 wilf be done in compliance.with all applicable laws regulating construction and zoning.. 9 ; I Signature of Owner/Agent Date Sig ature o` on for/Agent Dale Print Owner/Agent's Name Print Contractor/Agent's Name Signature of Notary -State of Florida Date Si aturf Nota 'State of Fonda`4 A ,% 9 • o 04rid'tn`• t' t . Owner/ Agent is Personally Known io Me or Contractor/Agent is., Personally Kn`e: Produced IDII Type of ID. Produced ID Type of ID s A;+"' BELOW ISTOR OFFICE USE ONLY., Permits Required: Building[]. Electrical Mechanical Plumbing, Gas Roof Con struction,Typ-e: Occupancy Usc: Flood Zone: Total Si Ft df Bldg: _ Min. Occupancy Load: # of Storie§:_ New Co_ &troctllon'. Electric - #'of Amps Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES: Plumbing - # of Fixtures Fire Alarm Permit: -Yes No WASTE. WATER: FIRE: _ BUILDING: . Revised June 30, 2015• Permit Application UNIVERSAL UES Pderect o. 0110.1 00817.0000 WorkENGINEERINGSCIENCESReportDate: 9/20/2018 Consultants In: Geotechnical Engineering - Environmental Sciences Geophysical Services - Construction Materials Testing - Threshold InspectionEDBuildingInspection -Plan Review -Building Code Administration 3532 Maggie Blvd, Orlando, 32811 • P: 407.423.0504 • F: 407.423.3106 In -Place Density Test Report Client: Park Square Homes 5200 Vineland Road, Suite 200 UES Technician: Sammie Edwards Orlando, FL 32811 Date Tested: 09/20/2018 Project: Wyndham Preserve, House Lot Testing East Lake Mary Boulevard & Brisson Avenue South, Sanford, Seminole County, FL 32773 Area Tested: 2642 Flicker Cove, (Lot # 125) Type of Test; 7 Material: Fill Field: ASTM D-2937 Drive Cylinder Method Reference Datum: 0 = Top of Fill Laboratory: ASTM D1557 Modified Proctor The tests below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density. Test No. Location of Test Range Maximum Density per optimum Moisture Field Dry Density pcf) Field Moisture Soil Compaction Fill Depth inch) Pass or Fail 11 North West Corner of Pad 0-1 ft 106.8 10.6 104.6 6.2 98 N/A Pas: 1.2 South West Corner of Pad 1-2 ft 106.8 10.6 107.1 5.7 100 N/A Pas: 13 South East Corner of Pad 1-2 ft 106.8 10.6 103.9 5.0 97 N/A Pas: 14 North East Corner of Pad 1-2 ft 106.8 10.6 104.5 6.1 98 N/A Pas: 15 Center of Pad 2-3 ft 106.8 10.6 103.8 4.0 97 N/A Pas: Remarks: At time of testing, footings had not been excavated. All tests were performed on the inside of Pad Area. Tn nrMl.l;nl....n nh.nI nmlenl:nn Fn I/n6.n rnn Po n/inn{a. Nhn O..L1;n .end n...e.-h. o#I ro ,4d n nu{. m:IFnd nr nm #n of n. nhi #, and 4 DESCRIPTION AS FURNISHED: Lot 125, WYNDHAM PRESERVE, as recorded in Plat Book 81, Pages 93 through 702 of the Public Records of Seminole County, Florida. BOUNDARY FOR/CERTIFIED TO: Park Square Enterprises, LLC I( a Delaware Corporation), Winderweedle, Haines, Ward & Woodman, PA; Attorneys' Title Insurance Fund; Bank of America LAKE MILRY BOULEVARD VARIABLE WIDTH R/W PER EAST LAKE MARY BOULEVARD R/W MAP COUNTRY PROJECT PS-0137 N 89*42'17" E 40.00' 10, BUFFER, WALL & ` LANDSCAPE, UDL ESMT. Li B LOT 125 0 3085' 30.85' J- 30.85' 1 9j 5.00' 914.0' n 90 5.00' 16.0 1 o NCR FORMBOARD FOUNDATION O TOF- TOP OF FORM " O O •FORM AVERAGE= 29.95' ti 'QCOT126 " i, LOT 124 99 ry9 ko, ti 3 5.00' 00N 7 Ha0 ay 1 'i9 ko 1 10. 7' ' 5 00' 25.19' 25.20' 10' UTIL ESMT. 9 e. ti S 89*43'10" W 40.00 SETBACKS AS FURNISHED FRONT = 2' REAR - 20 SIDE (40SIDE = 5' 40LOT) FLICff R CO Vim' LOT) 10 10' (7575' LOT) 50' PRIVATE SIDE STREET - 25" (60' & 75' LOT) 15' 9 M 40' LOT) 25' FRONT SETBACK CAN BE REDUCED TO 20' ON CERTAIN LOTS. NO MORE THAN 2) IN SUCCESSION AT 20' AND A MINIMUM PLOT PLAN AREA CALCULATIONS OF ( 2) IN SUCCESSION AT 25' TOTAL LOT AREA 4,842 f SQUARE FEET PROPOSED - FINSHED SPOT GRADE ELEVATIONS FLATWORK ON/OFF LOT - TOTAL ± SQUARE FEET FLATWORK PER DRAINAGE PUNS G DRIVE 403/ 110-- 513 t SQUARE FEET FOUNDATION/PAD 1,646 t SQUARE FEET PROPOSED DRAINAGE FLOW -' WALKS - 64/200- 264± SQUARE FEET REAR PATIO - 117 f SQUARE FEET y.?Y O LOT GRADING TYPE A O SOD 2,5021730 = 2,636 f SQUARE FEET FRONT PORCH DECK 93 t SQUARE FEET POOL DECK 0 >` SQUARE FEET PROPOSED F F PER PUNS 29 9" QQ' TJOTE FRONT SIDEWALK AND STREET LOCATION TAKEN FROM PLANS PROVIDED BY CLIENT • NOT FIELD VERIFIED CRUSE NWYER-SCOTT & ASSOC., INC. - LAND SURVEYORS Hur • Fmrr IW Lx f5400 E. COLONIAL DR ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658- 1436 OTC HELDrn • MICAL IR . IRON AR[ Ru . RmHI Q REVERSE C1RV.ILRL LR . RmNT tuRVATLLIE I THE LNODRSRiHED DOES HE11vY CM" THAT TM SERVE, WM THE STANDMOS OF MIACiCE SET FORTH n THE FLORIN ROARO OF C. • VM ET RCL LT rnruw IONLENT RRL • RADIAL RROFESSp SLRVEIVAS AND MVPERS N CMF7M SU-17 FLORIN ADMN157RATWE CODE RLNAMNT TO SECTCN 472027. FLORA STATUES I?'[ ILA, SETA.RZ' U ARSK RIA . 2. EYLOSSID IIIIII SIIIVEI9RS MRME ANO OLA WN. SFAS iM6 SVRTHE MV Q COMM HOTTRX VTT4CSDIN. FEE• RELOVEKD R DRIlL RE LETO10AS 17N6SILIVLYWASMETARmFROMTITLENIIXaMIiLREi1FN151EnroNFSTIRVEIOR. TIRE MAY !E OTHER RETTRKTKkS INSSLA EN RONTOFRE.D CALL • CALQLAIEL CXCRONT LF CPR[W.EHENT RAIL • FEAWERT RFFMM[E IORLEIR LR GS'OEMSRMr AFFECT RRS IROmm.. 4. NO LVIDER'ROUA RIPHWVEIIOFIS HAVE LEER LWA70 LIRESS OTHERWISE SHORN. tCZFF. rLHIS10 Rm EILRIC RMD . . RSL 11aLL1f SCTRACY LBE LflHTERM. N.IL t RSK S TIES SURVEY 5FNAM FOR THE SOLE BENEFIT OF RASE CERTIFIED TO AND SHOULD HOT K RELRD UFCW NY ANY OTHER DfTIr, RICHTQ- V.Y RR. . BD+oR.RR a lLMFM10N5 SHORN FOR THE IDG171LW OF BYROLOOFrs HFREAN SNDIAD NOT IREUSED TOIKODNSTRUCI BaAVLARr LINES ESHT. CMEHEW RA WE REARM 7. WA IPM ARE OLSTD AMUED 61TLRI ANO ON THE LIE SHORN AS LASE BFARBR' (B L) LRADL RRAIII.Q UTO_ URLI Ty S. EIIVATWM F SHOWN ARE LASED ON IMrIOHM /EOOEIE VERTIOLL OtnaW OF IR2R. UNLESS OTHERWISE NOTED CIL CHIN LOK ELNCE VDEG V® FENCE B. COU"'A OF AUTNOROATION NM. 4SSL cn • COHCR[TE X= RC RUNT Q CL ATL11E SCALE I-- 1' 20' DRAWN C(. R. T. = RO1NT OF TnEAHEY RE=. • DLSORY, LATE ___ ORDER I.b. CERTIFIEDBY. R ' RADIUS AHHeLt1G1HHPLOT PLAN D5-31-2018 3495-18 TENSED PLOT PLAN (PATIO) 08-07-2018 cp CHORD AL • CH3AAR[.RDq FORM801RD FOUNCATION/ELEVS. 09-I3-2018 62M-18 NORTH THIS BUDDNG\ PROPERTY DOES HOF UE WITHIN THE ESTABLISHED 100 YEAR WL FLOOD'PEASPER 77RM' TOLE CRRL 11714 COTT, LAMES W SCOTT, R.LS / 4801 MP ZONE 'N" P112177CO090F (09-28-07)